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12035 SW GREENBURG ROAD-1 i TSL, -.y, �` • I�rmE,[, -,i u '.IGT RTa �'r L''ND ti1L1 1 T H IS IS r 0 t~ ,z t� • ,. "Do �,o I 1 �VpT �?V';'ER � l 1 SIGN 1 1 L� 0711 1 1 11 11,1 �Wi:�• ' •': :F - •L � ''•, gin, ----./ � � 1 �'�.. Oma._.-�---`�---�_,,.,�__ � � i `:_ �.• ,J ---�.- , .,- ._' , Y • y 'T OFN PERMIT NO . 237 -86 1 OF 9 P -•� ✓v W�;�AF'1'i� �44f 4 i� .• _ ",taxi i� ...w..da..�..._ "'�r•.�uu�++. .:..•._..... ,... s rW6 U06 IN Y •i•-•L'dh' .rwrw. II { ill els �r� l � l � , .� I. I1 I I IIT 11 1� j ! 1 1 1 1 1 1 ! 11 I i I 1 � S 116 • , L � 3 4 S 7 �NOTE : IF THIS MICROFILMED - DRAWING IS LESS CLEAR THAN THIS NOTICE-; '-IT IS DWEr TO -JK _QUALITY OF THE ORIGINAL DRAWING. ___�__V It EZ OZ 61-__ of 6? 9z LZ 9Z SZ vz �� BI LI 91 S1 b1 EI ZI 11 01 6 9 L 9 IS b E Z 1 """'" � ' ��II 11F1�{{It�l1�{�{111 {{{1�NH�t11�t1i {lI1�Ult�l t�tlktl+p- jails AI r r 1 UF • c7 T'F'L1 X,' ��, S.rc�v >�F ,�I�,TT,� F', , -sr m � D y R-GI. c T ST J y � `r cp Le � N y •� l�, 1� L•ANDSC kp L rp ' `rr, Q r 1 U r :X3 11 1 CON I : _i*I n uIVLI,"DoM d ow '� zo I 1 r3(yI ENTER" IAINDSCAPE S,f I p NT r� ►�>Ta Fr 1CHAl t> NT F7A7 SINT GI (�'RO�c'r,� •• I n71� mF 1 •L I�1_:'�-►i'n r�',-'7'I T ren��-'r r O `C'ar'_ u 4-�tiTpS 1 I J I (:UtT: 1 'T F, Sol-ID 1' - - i tiC;LI L, _ � YL_�`------_--_._,__ � � _�,�A•uKH�+�` ��•SS�ljril�f' _�._- 1' _._.'�,,,"",� �._ �'1�-�•I�1$_'.kt�„� F. j� )LIE WH,Tj, SII`1GI�x`" So ' r NVITE 1 `1 LL,LON; 1 � 1 � ST OPN PERMIT NO . 237-86 -- .1i i1 � 1lt �l�l � l��l'f t� lll` 1.11 .1 I+ 1 1111'11(t, 1 f 11f j111 Icy] 1111111 1 11111 1itIq III ` III 1 IitII1 I III I11 '11111JI11Il a 9 10 i 1 12 .� NOT E . 1F THIS MICROFILMED ------ r 4 Ike*r- I DF AW ING IS LESS CLEAR THAN :�►�. THIS NOTICE-"IT IS ILL TO JHE QUALITY OF THF ORIGINAL ./ "DRAW I NG, _ n E 6z 9 27 L Z 9? '�Z b 2 E Z ZI Z 1 ! �1 of L1 91 91 * 1 - E ! 21 !l I QI I 6 8 L I9 q b �� '■., Z 1 '""1'" -"" � it1101411�1111�III III III ftiff�1111�HI1�tI1Jlll�lllllilif�illl�IIII�IU+I�IIfi��ittti111�fii1l�HI�� 11111{ IIi1liit�{11��11I{�WUINI�Ii{114�f��{{�lf�i{�u {I�IN1�1111�1111�1111{SI{{�) 4L31!l111��1 �1��11N , / FILL•' No. 13�-0( STR. UPN. PERMIT (;kFENBUkG RD. - 12035 1 November 26, 1986 C'WOFTWARD OREGON 25 Years of servrce Graymore, Inc. 1g16��986 Jne Linclon Center #470 10300 S.W. Greenburg RD. Portland, OR 97223 Attn: Mr. Barry Cain Dear Mr. Cain: Enclosed please find one copy of the approved (3 sheet - 8h" x 11") plan for modification of the sidewalk installation, for the Tigard Auto Stop project, along S.W. Greenburg Road. Please make sure that your contractor calls Mr. Bob Thompson, City Inspector, upon completion of form set up andrp for to pouring concrete to enable inspection and anv field adjustment which may be necessary in his opinion to assure proper drainage and mitigation of haiards to pedestrians. Sincerely, J-4 �7ohn S. Hagman Engineering Technicians cc: file k . 13125 SW Hall Blvd.,RO.Box 23397,Tigard,Oregon 97223 (503)639-4171 Al,, saJ A>P177O 14e- P vEMEA17- /1�.sti eJAA�S IVE 7- w/Thi L Z-7 4 7•N/DE�.5 a V �S rirE Wily bit/, ) T,//,5 . ///M OaR 7Z�l Z67 - Eo rWrAol wrrN 17k w M N ASA C ;lCA Pr�� aih �' �-�r � wtarC- ew c) \ Q 1 v\C,\�\�E ca rr al�^ir vor��^ ` a .C_ t c�� \� _ ti ak t � 1 e e" A le cTv� 't�- t-%� V ACS N tA l y- olb vo- 9 �i i October 8, 1986 Cirf C*WARD OREGON 25 Years of SeMce 1961-1986 Barghansen Consulting Engineers Inc. 6625 South 190th Street, Suite 102 Kent, Washington 98032 Attn: Mr. Dennis Donovan Re: Tigard Auto Stop; Street Opening Permit No. 237-86 (SDR 6-86) . Dear Mr. Donavan: Enclosed, please find one ( 1) copy of the City approved traffic control marking and signing plan for the aforsaid improvement project; said plan now being a component part of the set which was r.eguired and approved via Street. Opening Permit No. 237-86 . Sincerely, John S. Hagman Engineering Technician JH/mj enclosure cc: Mr. Barry Cain, Graymore, Inc. One Lincoln Center #470 10300 S.W. Greenbu.rg Rd. Portland, OR 97223 13125 SW Hall Blvd.,P.O.Box 23347,Tlgord,Oregon 97223 (,503)639-4171 ----------------- BARIGHAUSEN CONSULTINGENGINEERS, INC. _ "Land Planning, Survey, and Design Specialists" October 2, 1986 UPS NEXT DAY AIR Mr. John S. Hayman Engineering Technician City of Tigard 13125 S.W. Hall Boulevard P.O. Box 23397 Tigard, OR 97223 Pe: Approval of Traffic Control/Pavement MarkinU/Sign Plan Tigard Auto Stop for Gramore, Inc. Street Opening Permit No. 237-86 (SDR6-86) Our Job No. 1898 Dear Mr. Hayman: Attaches; for your review, are five (5) blueline copies of the referenced plan for this project. These plans refleci the lane marking requirements contained in your letter, daied September 25, 1986. li you need any additional Information, please contact us. Sincerely, �-", -a,.,.16 )- L) Dennis J. Donovan Project Engineer DJD/sni C196.40 enc: (5) Plan cc: Mr. Furry Cain, Gramore, Inc. Mr. Leonal 11. Gunderson, Oregon Department of Transportation Mr. Michael Parich, H.D.V.T.M. Mr. Dwayne Ben-ting, Bent(ng Construction, Inc. 6625 South 190th, #102 0 Kent,Washington 98032 0 1206)872-5522 BARGHAUSEN CONSULTINGENGINEERS, INC. "Land Planning, Survey, and Design Specialists" October 2, 1986 UPS NEXT DAY AIR Mr. Leona -A-ssistant District Maintenance Supervisor Oregon Department of Transportation 2131 S.W. Scholls Ferry Road Portland, OR 97225 Re: Catch Pasin and Handicap Ramp Interference at Traffic Island at Highway 99W/Greenburg Road/Tigard Auto Stop for Gramore, Inc. Our Job No. 1898 Dear Mr. Gunderson: In an effort to resolve the problem between the handicap ramp and the existing catch basin within the proposed traffic island at this inter- section, we have revised our layout on the traffic Island as follows: 1 . We have relocated the handicap ramps such that they do not Interfere with the catch basin. 2. We propose a curb opening In the traffic Island at the catch basin grate tc; allow for drainage to the catch basin and to allow for removal of the catch basin grate. 3. In the Islcnd, proper, we propose placing a rectangular frame and solid lid as an additional point of access to the catch basin for maintenance purposes. Also, we have added proposed spot elevations at the three points of the Mangle outlining the island. These allow for a 1 percent gutter sl,)pe on Highway 99W, a 2 percent gutter slope on Greenbury Road, and the pavement slopes away from the traffic Islend In the vicinity of the right-turn lane. 6625 South 190th, *102 0 Kent,Washington 980:12 0 (208)872-5522 Mr. Leonal H. Gunderson Assistant District Maintenance Supervisor Oregon Department of Transportation Page 2 October 2, 1986 Attached are three (3) bluellne copies of our Sheet 4 of 6 with a traffic island detail added. If this detail wll ; meet with your approval, we will Incorporate this detail Into our construction drawings. Sincerely, zm'-�A Dennis J. Donovan Project Engineer DJD/say C196.39 enc: As Noted cc: Mr. Barry Cain, Gramore, Inc. Mr. John Hagman, City of Tigard (w/enc.) �.. Mr. Michael Parich, H.D.V.T.M. Mr. Dwayne Benting, Benting Construction (aTwf September 25, 1986 Barghausen Consulting Engineers Inc. 6625 South 190th #1.02 Kent, Washington 98032 Attn: Mr. Dennis J. Donovan Re: Traffic _island at Hwy 99 West/G.reenburg Rd. ; Storm Sewer Catch Basin Dear Mr. Donavan: In regard to your letter dated September 10, 1986, this is sent to inform you that your request for approval to incorporate a catch basin within the wheelchair ramp in the traffic island is not accept- able to the City nor is it acceptable to the State Highway Division. Please revise the drawing to roflect an installation adjacent thereto and submit two copies to this office ,and to Mr. Lee Gunderson, State Highway Division, 2131 S.14. Scholis Ferry Rd. , P.O. Box 565, Beaverton, Oregon 97005; the island and basin detail should include elevations to facilitate a final decision. Mr. Gunderson will be the final authority therei.nregard. Sincerely, t L 4 —�g— 'John S. Hagman Engineering Technician JH/mj E 13125 SW Hall Blvd.,P.Q.box 23397,Tigard,Oregon 97223 (503)634-4171 - �e BARIGHAUSEN CONSULTINGENGINEERS, INC. "Land Planning, Survey, and Design Specialists" September 11 , 1986 h1,-. John S. Hagman Engineering Technician 13125 S.W. Hall Boulevard P.O. Box 23397 Tigard, OR 9722.3 Re: Approvsl of Traffic Control/Pavement Marking/Sign Plan Tigard Auto Stop for Gramore, Inc. Street Opening Perml+ No. 237-86 (S.D.R. 6-86) Our Job No. 1898 Dear Mr. Hagman: Attached for your review are five (5) copies of the reference Flan for this project. These Flans reflect the lane markings contained in your letter, dated August 18, 1986, to Mr. Parry Cain of Grancre, Inc. If you find that you need any additional information, please contact us. Sincerely, Dennis J. Donovan Project Engineer DJD/sm C191 .52 enc: (5) Reference Plan CC, Mr. Barry Cain, GrDmore, Inc. Mr. Mike Parich, H.D.V.T.N. Mr. Duane Ben-ting, Bent i ng Construction, Inc. y r75n�f�F � f`y S & z Or re rx 6625 South 190th, #102 • Kent,Washington 98032 0 (206)872-5522 BARGHAUSEN CONSULTINGENGINEERS, INC. "Land Planning, Survey, and Design Specialists" September 10, 1986 Mr. Duane Benting Benting Construction, Inc. Y '0 S.W. 173rd Avenue Beaverton, OR 97007 RE: Required Traf f Ic Island at Hwy 99 West and S.W. Greenberg Road/ Tigard Auto Stop for Gramore, Inc. Our Job No. 1898 Dear Mr. Benting: Per the Information given to me by our surveyors, attached Is a sketch showing a method of Incorporating the existing catch basin at this intersection Into the traffic island. The catch basin should remain In place for possible catching of surface water and access. This method of Incorporating catch basins Into sidewalks, traffic Islands, etc., has been used on other projects. As the gulter along Greenberg Is sloping toward the west and the gutter along Hwy 99 West is sloping toward the south, no bird baths should be created. The final decisions as to the disposition of the catch basin, however, Ile with the appropriate inspector as this traffic Island Iles entirely within the public right-of-way. If I can be of any further assistance, please contact me. Sincerely, 00.A� J 00OL-0—Al Dennis J. Donovan Project Engineer DJD/vsh C193.19 enc: Catch Basin Sketch cc: Mr. Barry Cain, Gramore, Inc. Mr. John Hagman, City of Tigard Mr. Michael Parich, Hanson, Dunahue, Nicholson 6625 South 190th, #102 0 Kent,Washington 98032 0 (206)872-5522 U� Al- 10 Iry M G <N A u- U7--T C.B. To RFMhl,j At r 6A ME !-04-A-r loo 4 RIM FL. / \.vIRAF% n. zl ' e-uPl!, Ahcju)jU V.W. 6io1_ OF bAbW NwY. qC? FIrJAL. LoLAT/W roll 3 REQ' :J LvNCrLCHAIA ' RAMPS l- FuNC:t"IoW of GR06I.vA:.1-�. Loc.ATIoN:,. Z. Nt=t.v C L.)RE: 6HowN THUS C25 F TIIFARD August 18, 1986 EGON a cel SeMce 1961-1986 Gcaymore, Inc. One Lincoln Center #470 10300 S.W. Greenburg Rd. Portland, OR 97223 Attn: Mr. Barry A. Cain Re: Street Opening Permit #237-86 (S.D.R. 6-86) - Tigard Auto Shop Traffic Pavement Markings, S.W. Greenburg Rd. Dear Mr. Cain: Enclosed, please find copies of Turniclg Movements which were invent- ori-ed by ourselves for the purpose of determining desirable lane mark- ings for Greenburg Road at the intersection of S.W. Greenburg Road and S . W. Pacific Highway. Also enclosed please find a suggested lane marking plan which, in our opinion, is that which your traffic engi.n- eer should util '__ze in his preparation of the required pavement mark- ing & sign plan; said plan (5 copies) to be submitted for City review and approval- , prior to field installation by Graymore, Inc. Sincerely, r John S . Hagman Engineering Technician 13125 SW Nall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639.4171 ----------- --- - / ' 1 �"� -==� ;� .fir,ii•.nb,� 1 y " 1 1 1 1 CY) 1 c. -1 rj 21 1� ��ltncsmR2z Oo'Many, Orogoa To 04M " Date— Time__` U WHM YOU WERE OUT of -- Phone /V 39 -- H LF SE CALL RN IL WAN SF Message-- _-- f ad- 57� By : VENI CLE TURNI NI; MOVEMENT COON FORM A SUMMARY ^ - ACTUAL COUNT(VE0..NICLES) � - _-__.__.NRS. DATE -)(� Ci. O!_l//.y_ MOURS COUNTED ____._ __ 'JEJ� ... ___ _ ____ DAY Of 0EE9_7.-z24.)/ __ ._30_" ACTUAL COUNT(PEDE3I1 I ARS) _-__--�-- MRS. INTERSECTION Of ._ - f e-," HOURS COUNTEDAND 1�]2j�(I WEATHER YEN(tIE CLASSIFICATION /LL [] TRUCAS 0 P.SSENOER VEHICLES ALL OTHER I I / � I NO Y TOTAL YENItI ES ENTEA- ING INTERSECTION IUO � I TOTAL ENTERING N v ROM NOR TH A SOU IN TOTAL EMiFRING NOATN ARNON I $ROM EAST A NEST I I I I /EOESTAIR1NS I W Wl PEDESTRIANS n 9UF I I � STREET I I J I I I v i I I � I I I REMAAtI __.__ ZOCC4 trdn C7rtEnbc y at T cifi� �ar�tr,boc� d icy ��cer� . P" Z. T STZo 91C7NT 30- V /0 (9 a3 wS- y"moo r�, /s �y y -/0 _ y y� a /s- - s- y 'SO /6 8 3z/ / 5 - 00 CSS �o co /0 13 i 4 VFHI CLE TURNING MOVEMENT COUNT Fe7w SUMMARY (/ ACTUAL COUNT(YENICLES) ---- � .-_-- NAS. DALE rJVI7L 1 NOUNS COUPTfu -.___. /1L�) -_. DAY OI NFI:K�7-pv- ACTUAL COUNT(►FOESTAIANS) _ ___- -.NAS• INTERSECTION OF AND NOUNS COUNTED ___..-. . / VEHICLE tEATNFA CLASSIFICATION: N.�( TRUCKS ❑PASSENGER VEHICLES /�'1 AEE OTNFA I I I NO. C �--- --- -�- "'1 IOIAL VENIILES ENTEA- INO IN IF" ECT ION --._ 100 I DIAL ENTERING TONORM t 5011TH TOTAL 1l FN TEPI Nf IAM FAiI A WFS! NORTH AARON '_- I ' 1fDE7TAIAP7 I 17V I " I WL I W PEDESTRIANS -------- I I �1✓ SIRFET I I W I I i i I V I ' NINAOF l ccaf�c�r, C�rCer�bUr� czf T'aU{i c sout��(,o`�nd [eco Cyr* G7rcd--1 r' , tri LEFT /Z 61HT joa - 3os 1) a 7 OS - 7 /O /O or /o 7 ay S 30 s y 7vo iy 3 41 /y 9 ho VEHI CLE TURNI NG MOVEMENT C.OUNI FORM A SUMMARY Ac1uAL coulFt(rExlcLEs1 _. ._.._.. nRs• "TI N OURS COUNT ED _ / [)I�, ._- DAY OF WEER.-- E. �� .. ACTUAL COUNT(PFDESTRIANS) NRS. INTERSECTION OF �^yr<PnL )Ur v NOUNS COUNTED - - .-__ _-_ AND /Tlll T1f- 4/rj) --- WEATNER � )I]I .LSA YENICLE CLASSIF-CATION: 7'-' ❑TRUCKS [I PASSENGER VEHICLES All DINER I i N0. t IOIAL VENIf,LES ENTER- ING INiFRSF{ZION IGO IO1Il LN TIRING NI ROM NOR iN A SOUTH IOIAL ENIFRINO MORTN ARROW FROM FASI A WFSI IIPEOISTRIANS W W W � -- --- ---- + P DESTRI AMS - �. /^'- PCQEFIL I VVV I ISS I REMARKS LOca 'ion C'reenbv� ,zt 2c_ciIiG SOvfibo4,v7d leg o{ Laufe. f3/`7 LEFT T01) �/-1 T P-1C7i`t T 7.100 - 'OS' S 3 3 7 os - 7.'/0 /a y - 700 it d S 77Os s 3 / o ;r 30 3s va /I 4� 60 7 .Sn 7 3b � - �5- 8 :00 -8 :OCU VEHICLE TURNING MOVEMENT COUNT FORMA J SUM M ARY ACTUAL COUNT(YFM141F5) 9('a _-_. - _ NRS. DIT1 _j Orr HOURS COUNTED __- - � )l,.ry[�..... o1r OF rEEM,�dt] _.. 7J��r-1,�-,�'��n� IC1UIl COURT(PCDFSIRIIMS) NRS. INTFRSFCTION OF ,�j[ 12 _. "OURS COUNTED � 1LLfl C.. WEATHER 'C��_ p�" _ _ _ VEHICLE CLASSIFICATION. / ❑ TRUCKS [J PASSENGER VEHICLES ALL r OTNFR I I N0. f --1 TOTAL VEHICLES ENTER- - ' � I ANO INTERSECTION If10 TOTAL ENTERING TV FROM NORTH A SOUTH TOTAL ENTERING NORTH ARROW FRTIM EAST A WEST I I JI PEDESTRIANS I 1l ' f N _ M W e W \ A - ------- -- --- ------ PEDEAtAlAMS 1 I I STREET L _ I I I I I I I IIIMIYI I v L��c��car� C7reenbUr� ctt Kaci{�L �ft�txx>rr/ Zr-q o{ C7reCrjb0rC LEFT STS/C-7/�7- C7147' y 30 - y 35 1Q 3 1 ;Z y 3:; Al 4/C /(0 /y iL 00 00- s as 9 5 cis s ,a � 30 3-1 3(o �� v VFHI ELI TURNING MOVEMENT E.OUmi FeaNA� p SUMMARY ACTUAL COUNT(YEHICLES) �_/� NRS. DATE ' NOUNS COUNTED --.__LbL-wC _ _._ DAY OF WEEN-1(1G _'-'_BMJ-. �O�i"VY� ACIUAI. COUNT(IEDESTRIPSI _ NNS. INirR3ECT10N OF "OURS COUNYED Q-- --------- AND WEATHER _..a2atl�t- L1 _ VEHICLE CLASSIFICATION: El TRUCKS ❑PASSENOFN YENICLE) �AI/ OTHER _ I \� I i \IJ I Ne. IOTAI. YEMIC", ENTER- L � IRO INif ASECr10N TOTAL MERINO I FROM NORTH t SOU iN ` I TOTAL ENTERING NORTH ARROW I FROM EAST A WEST I I i (nEnLs rRANs . % I } mos - - ------- --- ►EDESrRI►N_ _ r I I I I I I I I I 1 I I I 1 `' I RENARNS –ofr hove cWr-7t --___ c? oQ - 3 :C)O AV" I I LDC./ ` orl C-�rc_c��t,.rC\ AC. ArE _ -e-4 140c)- �40� yz 1405 - 14 Qn /y 3 as tAzc - i+-z R + 14 30 - 1 435 1435- 1440 Zp /a 144t - 1445 � y /oi 144`' - 14 '--k) 14 U, 14 5 </ / X05 n 1 ------------- --------- -------- N h APPLICATION - STREET ;MPRC' HENT/EXCAVATION COPY TO: ORDINANCE NO. 74 14 (WHITE)•FILE (YELLOW)-INSP. (INSTRUCTIONS ON SEPARATE SHEET) (PINK)•OTHER AGENCY(bldg (BLUE).APPLICA NT APPROVED A APPLICATION NO.: �FD� NOT APPROVED (,I FY 0I- I IGARD, OREGONF EC AMT.. i -----''J1Jj'�' CC•---.�_,--- PENDING FEE PMT. CI It IIA I.I. RECEIPT NO. __-.__L7 _s�g_____ PENDING SECURITY PUBLIC WORKS DEPARTMENT BY . _____-- DATE__IQ .._LI I PENDING AGENCY "OK \IIIIIi(alion and Progress Record - - MAINTENANCE BOND PENDING INFORMATION FOR STREET IMPROVEMENT/EXCAVATION AS PF(,Ui1?FI) x ANNUAL PENDING VARIANCE EXPIRATION D One Y,�ar PERMIT NO Z37,E6DATE ISSUED: BY: (1 ) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL .hdlf_-strF t__improvements pal: - _ apprUvr_ri_plan _ AS DESC.RIBE�HEREdIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. -X0.100 SW Green urg R . APPLICANT Gramoret_-Inc. - One Lincoln Center No . 470 Portland, OR 97223 ` Z a NATigE--- ADDRESS CITY ------ -PHONE A 1j CONTRACTOR _ .►9 � i3tt (cam '.,L01-73 Ri o.. Ut. `!7ces, 64Z - 5108 Z M ADDRE99 CITY fR6T4l--i PLANS PY Larahausen Consulting Engrs., Inc. 6625 So. .190th, Ste 102, Kent WA 98032 872-5522 NAME AODRF.S9_ CITY PHONk ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): S V9 Z(o S.12 00 DOLLARS (2) EXCAVATION DATA: FOR OFFICE -70 u E: — ra,N. o.oa x s / !265,x- i_-7.&0 STREET DESCRIPTION PROGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY TYPE LENGTH WIDTH DEPTH ITEM A QUANTITY L;r,F,nbur RdSTREET PEN C-iit_er St. (SEE AP)ROVED LAN) — INSP C. R TION E 7 U _ ESTIMATED STREET OPENING DATE:— E S ESTIMATED STREET CLOSING DATE: / / 1�Gs T E D STREET (3) SECURITY NO.r 494131s SECURITY AMT.: S 9ize.'s p"' CLOSED SURETY C0.: ___11NS,dp ___ FINAL ( �. e CERTIFIED CHECK CASH ❑ BOND INSPEC. (4) PLOT PLAN: INDICATE SITE PERTINENT PHYS19AL �A FEATURES; EXCAVATION LOCATION AND E"NTSPECIAL PROVISIONS /CONDITIONS: L — -----_ J L.^`1'L d f f is marking plan, approval Center St. - - x n� - p':-r,di.ng yet. It 4JI i site k W 1 I , R46, _--- __---- t t� ' .- _ 2,,. r�c,yY of State agrmit to be prcwided to City by applicant. w(,rk PACIFIC HWY. 1 Traffic ,on c)l fn he povi!iRd -ralt9 % by applicant; City & State mandates thereinregard shall iahtdmi 17Y. m 1 (5) NOTE THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE RIGr'T-OF-WAY JURISDICTION !S THA. OF WASHINGTON COUNTY OR THE STATE OF OREGON. THC APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND CONSTRICTION SPECIFICATIONS PERTINENT TO CONDUCT OF TME WORK, AND TO SAVE HARMLESS THE CITY AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS. ! APPLICANTS SIGNATURE - DATE l• / �� / f7 PLEASE TAKE THIS TO THE CASHIER FOR A RECEIPT NAME: -(zf tVAmEi�1�C -- DATE: �',E �� .CJP1.� ,��.eh17 � 73�-F(o �►.�G `�CR,Z��pt�J. �' C-�er��kuec./C��i�4 ACCT. DESCRIPTION AMOUNT 10-220 Refundable Performance Bond Deposit 10-435 Sign Permits HOP TU 10-436 Public Sewer Plan Check/Inspection Fee 10-436 Public Storm Plan Check/Inspection Fee 10-'436 Street Dedication/Public Improvement Fee _ 10-436_. Street_Opening Permit -7"7C�, CIO 10-437 Subdivision Applications: S MLP 10-438 Zoning Applications: ZC CPA ZOA PD Misc SCE CU SLP V 10-440 Other Planning Fees: SDR Non refundable portion of Appeal Fees 10-220 Refundable portion of Appeal Fees 21-442 Street Light Fee _ 10-451 Document Sales: Engrg. _Planning BLd 10-451 Street and Traffic Signs 40 TOTAL 7C?, (1045P) _ G� CITY SOF TIVA RD N o. 14159 12755 S.W.ASH P.O.BOX 23397 Date //- ' TIGARD,OR 97223 Name l Address r / L t Block/Map Su bdivisionlAddress Permit M'7 Bldg. Plumb —^ Cash Check Sewer Other Othar Rec. By "� - Description Amount Acct.Mo. 10432 Building Permit Fees 10 431-600 Plumbing Permit Fees -__-- 10.431 601 Mechanical Permit Fees --f._- 10.230 501 _ State Bldg. Tax 10.433 Plans Check Foe 30.443 Sewer Connection 30-444 _ Sewer Inspection_ 51 448 Street Syst. Dev. Charge 52.449.61_0 Parks I_Syst. Dev. Charge _---- 52-449.620 Parks II Syst. Dev. Charge 31-450 Storm Drainage Syst. Dev. Charge- 10.430 Business Tax_— _ 10 434 Alarm miPer 10-227 10-455- Fines TralficlMisdlParkln 10.230) CPTA TrafficlMisdlVic. Asst. 10 456 Indigent Defense -_-_- - 30-122-401 Sewer Service/USA - 30 122-402 Sewer ServicelCity 30% 30-123 Sewer SevicelCity Maint. - 30-125 Un—ma.ched - 31 124 Storm Drainage 40-475 Bancroft Prin. -_- 40.471 Bancroft Int. Pymt. _ -- — --1 . _ ` TOTAL / 1 l - �, CUSTOMER I CONC. (-uhb ulv Mulri o.LLJ-.- J ) 1{E: i"IUSH WITH GRADE ON S.W. In G V mv1 ' u to G eb T _ > il',IdI, 'iT.'izN I_J�NE PER Q.D.U.T. IRCULAI lON CCPV !'ll !? tN PI: )MMON AS SHCWN APPROVED FOR CONSTRUCTION I �, ISSUED BY DATE.__ _ C-) o '�� I� (CITY OF TIGARD) N lZ77 U a ` DEVLP SERV DEPT: BY, _____DATE oU < o ■ OPERAMNS DEPT: BY. .DATE,_ — w cin CITY ENGINEER: BY— .DATE-- \ 1'rT'LI'FILTNF INTERSEC"r'T� 0 2(�0 1 p G rE.M: 8W�� [�►T�� i r{ \ Ell " �, V o �__•Tfl CO.' _ �Y � DATE - J. C MOPER CABLE CO.: BY 1 ' DA _ L" C a H. IMT GAS OO.: BY CDfST s -�,� �� UJI 3 Clid .0 UNW SEW AGENCY: BY,___ )ATE \ M c b. n PEDESTRIAN � ■� _ � \ SIGNAL H A 4A O C c 0) `. o� 9� 00 1 'n `- -' CO E , 09 m O 196 n •r' T CffOF TKIIRD June 8, 1987 OREGON 25 Years of Service 1961-1986 Gramor Development, Inc. One Linclon Center, #275 10300 S.W. Greenburg Rd. Portland, OR 97223 RE: Street Opening Permit #237-86 Gentlemen: This is sent to acknowledge that all work under said permit has been satisfactorily completed and ho return to your original perfoxmance bond (Planet Ins. Co., Bond #484315) . Sinoerely, John S. Hagman Engineering Technician cc/file enclosure JH/mj M26 SW Hall Blvd.,P.O.Bolt 23397,Toord,040 (B"639-4171 STREET OPENING PERMIT PERFORMANCE BOND BOND NO.P4 8 4 315 KNOW ALL HIEN BY THESE PRESENTS that we, GRAMORE, INC. , 10300 SW Greenburg, $470, Portland, Oregon as Principal, and as Surety, are jointly and severally held and bound unto the Tigard, Oregon, in the sum of NINFTEEN T11OUSAND TWO HUNDRED SIXTY-FIVE ANP icy f N0�100 ------ Dollars ( 19265. 00 ) for the payment of which we jointly and severally bind ourselves, oir heirs, executors, administrators, successors and assigner firmly by these presents. THE CONDITION OF THIS BONY IS SUCH: That whereas the PrincipAl herein has made application to the City Engineer of the City of Tigard for a perWiL to work within the City of Tigard right-of-way of 12035 SW Pacific ig way, -gar , n Tigard, Oregon, under the provision of Ordinance No. 74-14 and 76-11 Code of the City of Tigard, and whereas said application was approved by the City Engineer of said City and a permit therefor issued, subject to and upon certain conditions, directions, stipulations, terms, provisions and requirements provided for in said permit, a copy of which permit is attached hereto and hereby made a part of this bond to the same extent and effect as if written herein and specific reference now made to all the terms, provisions, specifications and requirements set out, declared and provided for in said permit; NOW THEREFORE, IF THE Principal herein shall faithfully and truly observe the ceims, brovi.sions, conditions, stipulations, directions and requirements of said permit and shall in all respects„ whether the same be enumerated herein or not, faithfully comply with the same and shell assume the defense of, indemnify and save harmless the 'Aty of Tigard, its officers, agents and employees from all claims, liabilities, loss, damage or injury which may have been suffered or claimed to have been suffered to persons or property directly or indirectly resulting from or arising out of the operations or conduct of said Principal or any subcontractor in the performance of the work under said permit and shall indemnify and make whole the City for any injury or damage to any street, highway, avenue or road or any part thereof, resulting from the operations or conduct of said Principal or any subcontractor in connection with performance or conduct of the work under said permit, and shall in all respects faithfully keep and observe all Of said terms, provisions, conditions, stipulations, directions and requirements, then this obligation is void, otherwise it shall remain in full force and effect . WITNESS our hands and seals this 10th day of June 19 86 GRAM�OR ,_ INC. $Y� )F.c 1�.� (Seal ) (Seal) Principal Countersigned by: Not Required a ker Smith & Feek, Inc. 1760 Pirat -1 center —'- Seettle, WA 6#1104 P ET I S p yyntnia L. ScOFF C .lftorney-in-Fact ARAB OPPM1.MAW00N,111tECOMi1M POWER Of ATTORNEY KNOW ALL MEN 9Y THESE PRESENTS-That Mo PLANET INSURANCE COMPANY.a awpoemtlon duty orp eeis"smta►use Uwe or the Stan of WreCfwalrt,aloes hnaby"Oka.Corwthun and appoint CYNTHIA L . SCOIT of SEATTLE, WASHINGTON--- IU trsw and bnrhd AnormV4n-Feet,to woke,exerute,teal end dolhew for and on tb behead,and as 111 rel end dead ANY ANP ALL BONDS AND UNDERTAKINGS OF SURETYSHIP--- wed to bind ft PLANET INSURANCE COMPANY tfarebv a fully gond to the earns extent n If such bonds end undertakings and otherwrhlntp obligatory in the nature thereof wen signed by an Exocwiva Of'iicer of the PLANET INSURANCE COMPANY and wNed and ertened by one each officers,and hereby retifiq anal confirm%NI Item,113 raid Attonavisl4n-Fart nay do in pursuancehareef other of This Power of Attorney IS pentad under end by authority of Article Vil of the MY-LAIw1 M PLANET INSURANCE COMPANY whits ff affective Septemhr 71,1191111,1,which provisions we now in full fora end affect,reading in feelloerl: bw ARTICLE VII—EXECUTION OF BONDS AND UNDERTAKINGS 1. The Board of Directors,the President,tow Chairman of the Board,any Senior VIM hsaidant,any Vice President or Assi tenni Via President M other officer designated by the Dowd of Directors 0011 have power end authority to(8)appoint Anon ewin-Fact and to authorize them to execute on behalf of the Company, bonds and undertakinp, reeognizancet, contracts of indernrelty and ether writings obliptory in the nature thereof,and (b)to remove any such Attorney-in-Fact at any tiff and revoke the powt►r and authority given to him. 2. Anomers-in•Fect ehaii have oewer and euthoritt,eubiea to the term%and limitations of the poorer of attorney ioued to them,to execute and deliver on behalf of the CorripenV, bond:and undertakings, i" issma",contacts o1 indemnity and other writing ttbliptory in the nature thereof. The corporate%eel is not neMesary for the v%lidity of any bonds and undertakings, recognizance%,contracts of Indemnity and other writing obligatory In the nature thereof. 7. Annrney%-in Fact shell have powir and authority to execute affidavits raquirad to be attached to bonds,recognizences.Contract.of indemnity or other conditional or oblipt" undertaking%and they shall 8110 hove power and authority to certify the financial statement of the Company and to Copies of the BY•Lpw%of the Company or env article or section thereof. This power of attorney is signed and styled by facsimile ruder and by authority Of the following Resolution adopted by the Board e Directors of PLANET INSURANCE COMPANY at m meeting hold on the 29th der of March,1962,at which a quorum was present,end said Resolution has not been effnded or repealed ":resolved,that the signatures or such directors and officers and the seal of the Company nov be affixed to any such power of atto►nay Many certificate relating thereto by facsimile,and any such power of attorney Of certificate bearing such factimile signatures of facsimile esal shell be valid and binding upon the Company and env such power$ executed and certified by facsimile signeturet and facsimile semi stall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attechod." IN WITNESS WHEREOF,the► 1tET INSURANCE COMPANY"caused theta,present%tgr be hereto efi,xed,this 19 h day of January IS ned by I"Via President,and its corporate reel to PLANET INSURANCECOM►AN Vic*I Nodent Charles - Schmalz _ STATE OF Washington COUNTY OF King On this 29th sky Of January .19 Rh ,per-nallyappeond Charles E. Schmalz 't to ^a known to be the Via-ft"Went of the PLANET INS:IRANCE COMPANY, and acknowledged that he executed end attested the foregoing kwtrunwnt WW affixed theaMl of amid corporation thereto,and that Anidsi VII,Section 1,2,and J of the S cel feeth ttW*in,we mill in full force, v Lew1 el meld Company,end the Resolution, MY Oerrr+raMon Expires /✓_' July 20 .10 86 �f; „blit in and few Stan of Washington - Residing of Milton 1, James E. Heath above and for i Ax%inmm 9mreuit ery of tPLANET INSURANCE COMPANY,de hereby anile that the Me M r•tow and txwrsct espy of a P�1tMer and effect. pf f,norrer oeefru•ed by mid PLANET INSURANCE COMPANY,which is nen in full fora IN WITNESS WHEREOF,I have hereunto sat my hand acid aNlxed the oras of old Company thl-10 t h fay of June 118 6 900.1421 1167 ?I y�^t locrotsry, � _ CCM Cw� r1�Pcdand Gel Eleddc Corvany Date 6/2/86 Gentlemen: Re: City of Tigard , Tigard Auto Shop Attached is our proposal for providing underground electric service to the above noted subdivision. Our preliminary investigations suggest that this proposal is compatible w:th existing and/or proposed project ar,d utility construction; however, if there are any conflicts with your existing or proposed installation, please contrct me at your convenience in order that the plans may be modified. Very truly yours, 1A Thompaon Estimator —w------ —.^^—� Job No. 52342 Copies t 1 Tigard Water District - 639-1.554 01641 S.14. Commercial Street, Tigard, OR 91223 Attn: Robert Santee 1 City of Tigard - 639-4171 City Engineer, 12420 S.W. Main Street, w Tigard, OR 97223 City of Tualatin - 638-6521 City Engineer, 18880 S.W. Martinazzi Ave. Tualatin, OR 97062 Attn: Mike Mcl'illip 1 City of Sherwood - 625-5522 90 N.W. Park Avenue, Sherwood, OR 97140 2 City of Newberg - 538-9421 City Engineer, 414 E. First St. , Newberg, OR 97132 Attn: Bob Sanders 2 Yamhill County - 472-9371 Road Department, County Courthouse, '1cMinnville, OR 97128 3 Marion County - 588-5036 Marion County Department of Public Works, Salem, OR 97301 At,--n: George Grove 2 Clackamas County - 655-8521 Clackamas County Engineer Dept, 902 Abernathy Rd, Oregon City, OR 97045 Attn: Pat 2 Wilsonville - 682-1011 Larry Blanchard, P.O. Box 220, Wilsonville OR 97070 2 State Highway - 653--3099 5821 NE Glisan St. , Portland, OR 97213 Attn: Mr. Richard Fleming 2 Northwest natural Gas - 226-4211 123 N.W. Flanders St. , Portland, OR 97209 Attn: 1). W. Pulls 2 City of Dundee - 538-3922 Box 201, Dundee, OR 97115 Western Division--14655 SW Ord Scholls Ferry Road---Peae-erton. Oregon 97007-643-5454 PGE - Jr • ESTIMATE_ SHEET PAGE : 1 NAME : CITY OF TIGARD,TIGARD AUTO SHOP, ST .LIGHT MAF' NO : C11 -35D D6 ADDRESS : SW GREENBURG RD.AND CENTER STREET ENTITY : 181 TIGARD I_DG ACCT : A7430i JOB DE EC : (M5) RELOCATE TELCO POLE JOB CAT : B3800, B3900 START DATE : 6•-5•-86 DISTRICT : W .JOB TYPE : :3813, 3907 ,REFER. NO JATOOOi5 BILLING JOB TYPE : N/A BLKT NO : c_ y 2- R/C : 382 REQ BY : ZUCK COST ELE : 31 JOB COMPONENT LIST IYPE NUMBER EST QTY ACT QTY DES'CRIP'TION EST MHS PA 0:'2503°.10 1 -------- F'OL.E-50 ' -DIST FRAMING 3.5 CR SELL 1 --..._. ...__._. SELL TO TELCO ( *) �R CONTACT1 _ CONTACT RENTAL PERMIT '- A 04102001 1 - ___- i0' DBL HELIX SCR ANC-7 ' ROD 1 .5 E'A 04201803 1 _�_ ___ F'IF'E ANCHOR GUY UNIT - 12' 1 .5 PA 04201013 i -- D, G . UNIT-7/i6' (WITH BRE=AKER) 1 .2 PA 04201012 1 D.G. UNIT-3/8" (WITH BREAKE=R) 1 .2 PA 04201212 OH.GUf .UNIT-5/i6' (WITH BREAKER) 2.2 PA 03081601 1 -- _ -^ DOUBLE CROSSARM-HEAVY 8 ' 2.0 PA 03100101 1 _______ ALLEY ARM - SINGLE - 8 ' 1 .0 PA 03240605 1 _.•_-_-- UPSET BOLT W/EYENUT(OPT)-- i 2' 0. 1 SK 0116980 1 -~-__- PAI 98 SUSP CLAMP PA 03250903 3 _ TIE-TOP' INSULATOR--LONG SHANK 0. 3 FA 07'.80104 1 _ _�_-_.-- - - iP FRAMING DE EYE BOLT 36' 0.5 FA 07280101 2 iP FRAMING DE EYE NUT 0.6 PA 15401504 1 __._____ SLO SEMI C/O 240V J 00W, T2 HP'S i .0 SK 0126048 3 AUTO DEADEND 4-0 SK 0605220 20 ___._.__._ 4/0 ALL AL WIRE SK 0148035 3 ------- 4/0 AAC SPLICE LABOR ADDITIONS : —+ - LABOR SUMMARY MHS : ADJUSTMENTS : 13.4 MHS COMPONENTS : 16.6 TRA'V'EL. : 5 MHS ADDITIONS : 23.4 REMOVAL : 5 MHS I'OTAL : 40.0 140TES : -- NEED FLAGGER GTCG B AVr CIRCUIT NAME : 13361 —LOCATE=S ADDITIONAL ITEMS REQUIRED ' PGE . . . . . YES STAKING YES TELCO . . . YES (629-9025 TREE TRIMING . . . NO CATV . — NO EASEME14TE . . . . . . YES, CUSTOMER GAS . YES (220-2415) PERMITS . . . . . . . . TIGARD W6TER . . . YES (245-3331 , 639- 215 O.K . FOR RECORDS INITIAL : DATE SEWER NO LINE DEFTr___. OTHER . . . NO OFFICE �»� �' EST BY : J.A. THOMPSON DATE : 5-30-86 STARTED BY : DATE : APPR BY : DATE : 613c/tt-- COMPLTD.DY : DATE : APPR BY : h (�`� DATE : TIT!E pr,p -f-r ,.�,:,� �•%:.JTZ �Tp� 1 --•T �r7 E5 r. - DATE ? o EN3R. J, T+I:Wr l?i�P4 DRWG. N0. I r•�S1r-�t.L f-�r� • SI I`�IGt.r FdC-"LI'X ►at�c�1�2 ,SC' f .I' �� S I OF W►�L K M"I tJ�f,p� /.?'L L p-i. !. 7?r r� �:c, _.r, u�' tb PLT-I T--��++� f9.1 TU I N S T-4 04- 1 17 /6— rd a. i 4S' -r r-L C O RSL t 7' 7pjt�T1 a TO fr- -40 ! - I0" Ur �� Nr LrX I-INCIrot 20w - _ T,rter;S I=F2 S7 L XI Vyr t'r=-{ l7•:(.0 li;'/ r!)�T•a )-tl PJ Ham. -140V L r_' S moi► ��^- FZfoMI' ^k'. APRON W/6" CONC. CURB ON } "i SIDES - (APRON TO BE F'I U SH WITH GPAM ON S.W. ".D. (l}.I-CMAI.R RAND' 'V'C::,�E AREA o p Y m u 4 v 3 � N ` RIGHT HAND 'MJRN LANE PER O.D.0.T. WITH R/W DEDICATION AS SHAWN APPROVED FOR CONSTRUCTION o n I, , a ISSUED BY DATE. (CITY OF TIDARp)� a m m ` C Y O FIRE HYDRANT o 3 U < o DEVLP SERV Mn BY oA OPEIaT04 oEPT: B DA CITY ENGINEER: BY-_. pAT e C'E,M.M'RI.,INE: INTERSECT'ION .� r STA.-11+64 _c �L'NHURG =STA. 20+00 (IIWY. 99W) v' P.G.E.CO.: BY /E Z-.DA -2I n n j ---- VZ (a JEL CO.: SY � � _DA 7-1 �� o c 1/ STOKER CABLI CO.: BY_y, DA ✓ N.W.NAT GAS CO. BY,& _DA `� L C Lt -- - L 2 'T DISH': BY AV.� ad ' TC �w lof i -Tlq, --_- N C 0PEDESTRiAN ■m \ SIGNAL, ST, � C � 0 0 - ow3 :3 `99m A -A• GRAMOR DFVELOPMF.NT, INC. �. One Lincoln Center, #275 COMPANIES 10300 S.W. Greznhurg Road Portland, OR 97223 (503) 245-1976 May 27, 1987 Boh Thompson City of Tigard P.O. Box 23397 Tigard, OR 97223 RL: Street work required at the 'Tigard Auto Stop' 12035 S.W. Pacific Hwy., Tigard, Oregon. Dcar Bob: As you suggested, this leder is to request a final inspection of the sircct work referenced above so we can avoid renewing the performance pond. Please call me if you have any questions. Sincerely yours, Gr Development, Inc. 7Harry A. Cain BAC:hc Member of International Council SEATTLE • PORTLAND • DALLAS • PHOENIX o1 Shopping Centers CITY OF TIGARD, OREGON RFSOLUT ION NO. 86- - ) cl IN THE MATTER OF THE ADOPTION OF A FINAL ORDER UPON CITY COUNCIL REVIEW OF A PLANNING DIREC 0R'S APPROVAL OF A S. TE DESIGN REVIEW REQUEST (SDR 6-86) AND A VARIANCF REQUEST (V 5-86) ADOPTING FINDINGS AND CONCLUSIONS OF LAW. WHEREAS, this matter came before the City Council at its meeting of April 28, 1986 upon the request of Council for review of t�! Planning Director's approval of the application request; and WHEREAS, the ,ity Council had before it the Director's approval and documentation provided by the applicant as part of the application; and WHEREAS, the apolicahle r-riteria in this decision are the following: Chaptet 18.108 of the Tigard Municipal. Code Chapter 18.62 of the Tigard Municipal Code Chapter 18. 102 of the Tigard Municipal. Code Chapter 18. 100 of the Tigard Municipal Code Chapter 18.136 of the Tigard Municipal Code Chapter 19.114 of the Tigard Municipal Code Chapter 18. 164 of the Tigard Municipal Code WHEREAS, based cn the rerorl in this case the City Council makes the following findings of fact, NOW, THE=REFORE, 9E IT RESOLVED by the Tigard City Council that: Section 1 : The suhiec'_ site is located on the northwest corner of Pacific Highway and Greenburg Road (WCTM 251 ?AA Lots 1000, 1.001, and 1100) within the Corporate P mats of Tigard, Oregon. Section 2: Tli 3uhiect property consists of three tax lots which contain a commercial building and a single family residence. T.i.on 3: The or ii)erty is zoned C-G (Commercial. General). 'rcti.on A: ThF, ,3pol,ica-t requested site design review apprnvil tr jp -t'11'0 80ri sq. ft. retail/auto service building and v -i,jtumiri 3' wash. In addition, the applicant requested varlarice f'o!• d-letion of a portion of puhltc sidewalk aionq w ';-O- i a I inw a landscape area of 13.5% when 15%% -r:i T r _ inr 14. 12!).020 requires Site Develotv!i-11 a l l nPw 1eve 1 upment s. ";e:-t ion ra: Sart io•, 1P.62.050 (a) requires a ntinimi.;m of 15% land,; Ir iri(l i; _.-_—.--- t , „nmerclal (C-G) zone. i Section 7: Section 18.164.070 requkres sidewalks on both sides of arterial. and coller.t:or streets to he built at the time of construction. The City Council also makes the following conclusions of law: (1) The City Council concludes that the applicants proposal conforms to the applicable criteria contained in the Tigard Municipal Code. (?) Thi City_Co n it concludes that direct-vehicular Ingress as shown on the plan submitted at Gr.eenburill be permitted _� an a on ion con a nea in the rtanniny uir«r s approval ;hall be removed. The language to be deleted is as follows: (Direct vehicular ingres(;-egress at Greenburg Road shall not be permitted. ) (3) Th Cit Council concludes that a non-remonstrance ag_reement for the sidewalk on n er r � l hguired. The language o e a ei, 15 a condi�n is underlineT s follows: A non-remonstranc ° agreement for the sidewalk on SW Center Street in ron oT ie s.it ec site sh- e sly-, ,_notarized and filed with the City Recarder for apprc_,1 by the City Attorney. The City Council, therefore, o .-ders that the above referenced determination be, and same hereby is, approved. The Council further orders that. the 'Ity Recorder send a copy of the final orr,�r as a notice of final derisinri in this matter. PASSED: This _-12 _ lay 1986. '✓oho F. Conk, Mavnr - City of Tigard ATTES / l \ LnrePn R. Wilson, City Rernr�er :it if ►.o,ard (Ur/4) Rt-1)111 J 1, C11YOF TWARD April 14, 1986 WASHINGTON COUNTY,OREGON Barry A. Cain Gramore, Inc. One i_incoln Center, # 470 10300 SW Greenburg Road Portland, OR 97223 Dear Barry, This is to confirm our conversation today in which I indicated that due to an internal communication breakdown, the necessary notice was not sent and the scheduled public hearing for April. 14th cannot be held. Legal notice requirements allow April 28, 1986, as the next possible hearing date. This Item will be scheduled for Monday the 28th at 7:00 PM. The City's attorney indicated that City Council action will occur with a resolution that becomes effective immediately upon signing by the mayor. Again, I apol, !ize for the problems this delay may cause for Graymore, Inc. Since ly Keith S. Liden Senior Planner 2456P/dmj 12756 S.W.ASH P.O BOX 23397 TIGARD,OREGON 97223 PH:839.4171 --- VVA \_-E!!-e < \��,�{moo-sCAA . J�v ZX c-r- 1 I 1 1\ 1 V 1 �ELC'V�r.Ne- \/C'.-� 1\� 7 \ C:-C-) - ane �I.lp��.v �S \'S�1.1 Z.KC-e. O N � ra \_ 1 " CArC,L'_f��UN,.� C"s.� R.C.,. �1Aci. �t7nr �, �f \c� V' ►^ �� >,�c� h\p�. ��. �V�� v� \h :�K� Z`'b� J 1r- \es�� -tom v►1 ON..'� 1 � i , •r TLC' QV IQ jr? SL s I� R ._. •,�,.+�,f.,E n 41�T LJ -N �1U6T tL10 un ri l� C. t� '-- C -10 Lo K • ZV "DO .UOZ' 0 +SRI, SIGN 1 ;1 AC '1 11':1 ,ir .• I t 1. 1.1,7 ��:, o R- IcAukh � ` - - - - _ _ .........•... ID �....'� , D .. ,t wo -- ~- ST OPN PERMIT NO . 237--86 t•l{rtt�p }� ��y�. wI - 'f�,,,,r':'r�4.Y1.1 .,fi:�� , .a•. '._ :. ., 4Mb•' N 5l .. _ �1.. , f - T�i.� -A.t•.'•I ,,.:.•_ ..•,< ,e _ ate.... a� ��• .,--@ M �..,�.o - ..L'. `yam",.. •,.- , - '....x:•:. w«I1• __._..r_ . ! I , l�'l j � IiIits iIiIfI TIl � r1i1rIfiiIrI1i1111, i11X11 n 1 , : •� .�:. ,� 2 3 4 7 8 g to "' ' <: ,: •,..E.. ., 1 F THIS MICROFILMED 1 . - NOTE : . Woo DRAWING IS LESS CLEAR THAN THIS NOT I, T IS WEE-- TO .. -QI,1At ITY OF THE ORIGINAL DRAWING. 0c 15Z 8Z Lt 9Z SZ 1►2 EZ ZZ IZ OZ Sf 81 LI 91 9i i• v c ,t 11 01 6a L 9 s f E �„ r�.�. . u ,1��1��I��I�u�l s�►��Ift 1111 ft�rnMln .��f t� t� l ii Jill111111111ta1111jr � �t • .__ [IFTT - o�a,r INDEX Off' DRAWINGS 1, All workmanship and naferlalr<. sr.ell confcrrc ic. the "1980 Standard 1 Speclflcatlons and Drawings for Public wurks Con.lructiun," Ortgcn APWA. tt •, r� �j to end �a do aDe Sh�t� Cl spier `S�T c ,4. -PLOT PLAN 2. All dimensions concrete across as halt bk. .,f 0Pl p p y aro frcvn face cuncrote curb tc Ei' I 1 I1 sw i A , .1 N -`M+1'," M^` .. ` .j_•( 1 Vf 6 �lt plan }bCb Ut concrete CUfb Or SldeMalk. All dlmur<_lons acr(,!.t IanCscaging -" I areas are to outside face of concrete curbing, therefore Including t ` �,.�•!,.• ��•, ` . N� c'f b Graf Ing and Drainage Plan curbing In overall dimension. ff ri - Street Profllas _ wr �� , ' w 3. All existing utility elevations and locations shell be verified prior �" •' - y4 of 6 Site Details I s to connection, The Information shown Is based on best availab!b �� af. • ,� Landscape Plan public records. Actual local lun aiay vary. •, P� e' `�\ G/�9 r► fir_._ r #6 of 6 Traffic Control / Pavement Marking Plan E; " , re �� i' 4. Contractor s^all be required ie. obtaln all necessary permits for the �u rork curtbmplaieq In thts-o plans. Owner stall crly be responsitle for ' h. pro tie "Bullgln Permll" e �', s F1rC)1 i tBCt Lra l and it" tura l Choo p y g Ii to the contractor r i or to commenc l • ., - , - d �Jd •,.: T ` .w s.t it �!. Is conutructlun. b'r 7s.1.,. i %. l'p•.,.grc� � �v-a...,�' N a IY :I r 1 ' �% ' aw au.+.rw ,' wL'• -•Al. a,t,w,.t s+. D 5. Contractor shall be res onside for coordlratin his 'r fir. ,,, $ 'o 1i1 cf E' First Floor Plans, SchedulEs and PJctes p g , soft Isles wlt� W a C .,. -� � � �? c,f J3 Elevations #3 of e � all utIIIty comparles and other subcurtracturs who are Involved vith a+ Q Z � BuIding Sections, Struct[:ral Detc11S and Schedules EXIST. SS MII the project to allow for sR,uc111 completion o1 conslr cti°n activities. U1 .� - y..•111 !•. 1 �c► .t°' .. ��-=-- I •.„ ,Z _. a -= RIM = 19 4.0 5 (11 4•• r, ¢*.� ••; ' �. X4 of 8 Foundat ion and Raaf Framing Plan and Structural Notes �"n I.E.= 185.22 (6" SW SE) �,� w +» �� k5 of 8 Foundation and Roof Framing Plan, Struct[ ral Notes and Details 6. All new, , heli Lr, site ,Noll be 7 (m.ir. ) compt,cted depth A _ * -i .+, ,�6 of 8 60-Minote Tune Fit Details I.E.= 185.06 (8" NE) Q / Clbss "CII asphalt cuncrete, over 4" (min.) compacfcd depth cru�hed }+ r �0 \ ,p / ( " ;4" -01, over rubgrade compacted to 95% of optimum (T-ibO). s ..:�y;+"' It �' I\ •``" ,. a �7 of 8 60-�lirute Tune Foundation Details and Structural Details I.E.= 184.85 8NW) rock (3 � ! '' #8 of 8 Ref I ected Ce i I i ng and E I ectr i ca I Plan and SchedL I e \ T 7. All exi�tlo�I. structcrb, , pavement, and other improvements are to be w M ! �_ '~ -t- �' -- ..• j y� [iAnn Wash Sr,eet5 \ t- \p�� reMCvbd prior to Geslnn'nc Ter corstructicn. • •Pu ' a / a A. For a eotechrilcal Invest) atlen with recom *ridetlons re ardir fcunde- O • � :•'• stip, •r+ , I.rr,, / + � � r�3w•,..u. �••--' � C�fj' �g 9 9 �i 9 \ tion and earthwork de<I n the contrecior shall obtain ac.d have on the /1 of Slab Plan y r I_ -'" •,,, .., 2 and SeCticn a co cf b report ;repared r •. �• 1��.. / i .�-- � � � � CF.FPI'ERL1,Pd)l INTERSECTION job site copy p c p by: .1 r-" 2 of Sect Ions .:a ` All �, y . •l.`� ' - \ (� � \ % STA +00 (BO'T'H CENTER ST. a. • a —. GNf;URG RD. )) L. P. Squier Assorittes Inc. t � r 4795 Gak Ridoe Pc,ad UNITY MAP Lake Oswego, Oregon 97034 c � (503) 635-4419 NFW 5' CONC. SIDE � \ j • c „ `o wA7EfrL IhL19C1]U: - \ �cn AT PROPERTY Ll � lit 1 f,1 CO 1. All water servlco line rurkman:.hip and construction shall Conform to f + the I'RLIes, Petes and Regulatlons for Water Service" of the Tigard Wetbr District. .0 •• I / A \ 7. All mater service Ilnes from Ito Weir tc and Including the premises O are tube Installed by the cuntractor. t WMAZ� - NI• CONS. WHE'ELCHAI F4%M1' / 4 �p �, ,�V T (t / 3. A11 rater service lines shat) be pulyetr,eylene plastic, PE (1ti0 p.s. 1. Z \ w, a) C( A• jI 6„ c, 5�/ / cr SDR-7) cur f ore i ng to ASTM [17139.NEW 2" WATER SERVICE TAP \ l \ %'.,• � �'OWEit LAD T i I,1; RELOCATED \ 9 W Y '} BY P.G. E. 4. All water servlco lines must be laid iii Inches deep and provided rlth (m,i. 2" I.P.T. 'TEE) AND LLNI;- N# O• Nt'- r>P+ _ a stop and waste valve for drainage. BY TIGARD WATER DISTRICT. (FIEL'.) \ R NEW 70 L.F. 6" PVC SS @ 25. (MIN) 480 I,OCATF BY CONTRACTOR) ^\ ��^NEW CONCRETE �Rf?"_'A-IN1N ' / ' ,i p � D i`, � �T: a g 5. State health resulaticns require trat a new 1 1/2" 0CUtIO check valve n� .II 1 LL ALONG ROPE INF. W-L I'I �/ i , �� assembly be Installed cn the water service line for the car wash. The NF N' _ METER AND METER BOX ($Y 'lI(,At.D WATER DISTRICT') / `" 1 v, /T� �. preferred location (! Inslao the bulldir.g. AND NEW P-R VALVE (BY CON�I'RACI'OR) QTc HANDRAIL , VAftiABLf. \ R NEWC. V'T'.- 6 � SN:I•: G G I'1..r SNI � / -- v 'TAL WATER LINT CONTRACTOR TO INS TI; /, K - \ 9 �, 1 6 ; N .t E:�'ST• 4" S B '1'a BF,i / �\ SANITARY t w k f�T -1: BENEATH RETAINING WAL FOO'T'ING 6„ / EX. SS C.O. - VI PlEPLAC!� WITH / --NEW 5�' CONC. SIDEWALK 1 W/12" (MIN. ) CLE'.A.RANC INSTALL �� ,l TO REMAIN 1, S5 NEW 61, I,nvB n�W CONC. I at PROPERTY LINE 1. All sanitary serer pipe ;t a;I Dy P01)v I ry I cni cr oe, PVC 1 sDR-351, ' 10o LINE IN 6" CMP SLEEVE 5' LONG. 37 L.F IE .,NL �_ �.� IM��199��0'I6 r' , ccnformAng to 11e roqu(rr•mbrts of ASTM 03034, with rubber gasket \ /\ / �/ •�,r f,�¢' � - /.� yiJRB 'T'YPE C I � � joints. IN SERVICE BY TI ' -� f - ` s MATER DISTRIC CONC. CURB � (� :-'`�� 1 c�+' �, • 2. A minimum grade cf 2 percent must be malrte(red on tt•o side sewer. / TYPE 'C' '�� W A.C. PAVIN�a )\, 3 L �\ \ / l Install -t Ice sewer with 24 Inr.h Wrimum cover. \0 , ; �'- , •,� II -'1y� of / 70 lea / `v 1 c' (� 2 , t egg '_1fVW DEDICATION TO BE C) RS M-'' C� Me ) �,�C ROVIDED'TO CITY OF TIGARD t� O Fh 3 / d- Cc //� qr4 AtECONCRETE W RETAINING WALL \ ALONG PROPERTY L*' WITH HANDRAIL (HEIGHT VARIES - / '( -' /� r; �1 / ,�4 ° V GRADING PLAN) / - � !' W -bw LAUDXRPE AW-1A Z Ni: 33 L.F � . ,1 a � 6„ vita _ -,."- Z> .11I''�' PCIG .R POLE (-Al '1'J C.O. PER ,J I11 VC SS @ I��,+� C - J.N � 2� 1 IN. - / EXIST. 1" WATER METER AND METER BOX TO � � TI CITY ST s. ) SCE DJU5 RIM `TRADE �� , Off BE RESET W/P-R VALVE(BYt�TIGARD WATER }� 4 Vtt, 'BO DISTRICT). INSTALL LV1:.Y. 1 POLYETHELENE � V EXISTING DIi RFNfAIN WATER SERVICE 'DINE ':O BUILDING. O " �� N �-> >,. ,! 1 � j,� --'�-� \ /' / ► S�Rv\G EXIST. 3/4" WP.TER METER AND METER BOX TO BE U � �. :- REMOVED (BY TIGARD WATER DISTRICT) . � Q NEW FIRE HYD. ASS'Y. • ti ' '10 Sr• 2 S "�T:41' .0. ER -: l / / 8 r ,O AM ��v / Z ' / O OPPOSITE WEST PROP1vRT'V �� 4' •� 'Tl � TY ' TDB. �r ,, E t3. � � F / '�. -� `- -�A• / �' ..., `�' ST GRAb08 CORNER ,BY TIGARD 1nIATEft /� . .1• NEWS C.O. PER �'IGAR>? DISTRICT) 'I'D CITY SS. ADJUST RIM . 2 _ �1 W WfIEELCIfAIR RAMP Y C S'r a N W TO GRADE NE // I ASM '•CO RhDE ? ' 7hbC. StiALK 6 , U ,. CC*lr.. CURB , ) ' r I / FK3�T. BT DG. 'TO BE REMOVED I 1 „ I, L� VOP.n4� POWER POLE � ��' \ N :.�"S �i�' (MIN. V- ` s � q5 - s/' `� � II �"-NEW 6 CONC. APRON WAIT CONC. CURB ON BOTH H SIDE, so -�` •I "� "�° -�. , c 'APRON TO PE FLUSH WITH GRADE ON S.1n1. to TU REMAIN cb 8NM � N o O I �, � \ PEENBURG ROAD. O o0 3 c I5 I I 1 /� ---� NEW A.�'_-PAV"F. � / � ° I % S+. _ OFF CL 35 151 0 3 "N I I / '� '\ - - `�Q` I1;'W WHEELCHAIR I<AMP APPROVED NSTRUCTION _rr / — I ISSIiED BY INSTALL GUARDRAIL IL - f, a _ - _ - 1c,lU�c_,1, �,I,:- �� - TOP OF SLOPE ALONG (A / I - - �t� 20' MSCI WPI 1C:�l i DOUBLE .CHECK VAL,V a / ._ PROP. LINE TO SOUTH- -_- 50 18.5 W� 2� ^?1 VJ LANDSCAPE AREA ( m c (13AI 'LOW PRF VENTER) D / 5 ' Zp / � I m N u r EAS!' PROP. CORNER — INS DE CAlt `.YAui (13Y r N 3 \ �'. � 9 - �g - - �►, NLW EMA/D',M I CAR WASH m CONPRACTOR) w ti tw► - z — As SHOWN. / � � 1 NE4V �XTL7L » � � CorTc. Ha 1 5 / 20 , _ 36� co sS', oEv��sERv DEPT: BY > 7y s -_ NEVIGHT HAND TURN LANE PER O.D.O.T. p e0' / ' _ / ., at 9 \ NEW "y0 � j ` \ \ STbS. WITH R/W DEDICATION AS SHCWN wr l l + ` \\ g -, �5 PROP.n\ / �" R. 'TYl' OPRATIONB DEPT: BY•�-DA��Z'1 v �� ID ,i)t INU / Q' Z 3 LANDFC.7�1,1- AREA LINE / \ ( n a. I co / NEW EXTRUDI - Nana 6 Y` 12 \ 1 d�. PU[�i1.R l.f I O 1t�LNl\ CD CONC. (,URl3 i/ -- --- ' r - SEE'. SPE iAI, NOT:. T -_ 41 11,W \ ENGINEER BY__ NSA, QATE_ y ; U 0 --Z - ' S N SCA r1uP S 62° 3T• �� l! V a C:�05.�WA� \` TIRE In DRF%NT �. ., a) u ra I'OWF;R POLP: -- -- -- --- - �- - -_----- - --- —_- _ tsr',W,R � IC _ � fi.E CO.: Br-.JCS DA o r� U < o To REMAIN 190 J — -_ — --—--_ _ -- — _ .. —�at7w __= ---?c�-� Iz�1�t _— ...Y -- N11 w )I CQK-.• wr,LTI CUI�l3. MST _ —,� .-- -- .�— • — , .la .Y.-•.i.•w. - —•— • 195 --- -- --_ —--- 1= — —__ _ -- -- -- _""~ ` ,, - _ —_ �.-. ._ _. -_ — _ — _ _ _.. _ V - -- T - 2t 4th. TEL CO.. Gi JAPP RAIL TUJEH ___ _- --- -- -_ -- ,;' . MEW CONC. CURB I t _ - C t�,, .� ,,�....,..., _ _ _ I %NLW A.C. PAV T. _ _ T JT TYPE, C i �� STOW SE ••- .ac.. .C�I'_"�'0..��.."-� _,._ --•'.•...... -•• _- & GC i'L;R � � INSTALL 3 -WHEELCHAIRRAMPS R CABLE CO.: 8Y ' /6RAISED SOLID END CONC. WALK AT A'r ISLAND PER O.D.O.T. �� CENTERLIN INTERSECTION -- -- '--- i -- `"`--" " w T— - CONCRETE ISLAND DRIVEWAY ENTRANCE. a v STDS.• AS SHOWN /z `� STA 11+f,� (�R�EN$URG __ -' - --- • V EXISTING 1,'DGI' OL' PAVEMENT - _ EXTEND CURB NkOUND ,) _..__"1 / =STA. 20+00 (IVY. 99W) M.1•d +IAT GAS 00. BY ✓"�A �•` M Q� E, --- -- - - - T �- — LTO ONSITE CUI INC NEW TRAIFIC SLIAVD PER "� / / T14.R11>EAAt P.O.�V �•--4 „ AS SHOW[i O.D.O T. aT S. (RETAIN --- cv! r, oo - NO'1'E: RADIUS POIN]' Afll; C11 T SE _ -- �► `A. H N 0 I HWY• r41 f�+++F.-Dist - By C� 8!�- - ^ -r H _- _ —_ 17 _ - I - 4 €. sr�es Nr►tf OPV s`( ,. -.1M14. •tl• C 0 I9 - UNff 3Ew A0Er1Cr: BY N.A. IeA - i --� 616,4 R a- - C INSTALL NEW FLARED ENC) SE PION REMOVE APPROX. 145' OF MST �'� 1N �. NEW FREE STANDItiM SITR. I.D.AT GUARDRAIL TERMINAL POS'? GUAPDRAIL, NO LONGF,R FE(�UIREL' �"(��► " � .G'f�- 20' H1.GH, 100 S.l'. ON (SEE SPACIAL rIOlI 2) IC --- --- ---\ -r -- _- (MA;•; / 'ACC:) 1 - _ - FOG LINE .r �� Cr--0 -0— A - . CUOlt , Ca1JIVRD RAIL --,�--c- o-- ¢ _0 \ \ \ 0 SPECIAL NOTL'S - \ --- -.�� :� O -- �, fill, - H CODE INFORMATION_ 1. CONTRACTOR SHALL PROTECT EXISTING SIGNAL MAST AND POWER POLE DURING CONSTRUC CION TO PREVENT � O (/+-�� I, f►w% � � 11 ,r, ��. V 1llr` ZONING: OG GENERAL .COMMERCIAL q LOT AREA: ANY DAMAGE FROM CONSTIJJCTION ACTIVITIES ANP, VEHIC[JI1llt .RAF FIC. CROSSI�III,I•, �� .'T'►7. « 42, 115.5 S.F. _ _ _ 10 C wl OCCUPANCY GROUPS: B. 1 SERV ICE STATION LANDSCAPING REQUIRED: 15% Z. NEW "FLARED-END" GUARDRAIL SECTIr)N TO BE IN ACCORDANCE OI'' STD. DETAIL PROVIDED BY O.D.O.T. A SICENALK EASEMENT SHALL BE GIS-I'ED BY THF. SIGIn'1L O - C 8.2 RETAIL/CAR WASH LANDSCAPING PROVIDE): 14.4% AND A'1'IACHED TO THE O.D.O.T. PERMIT. FIELD CONNECTION T'0 THE EXISTING GUARDRAIL TO BE DE'OELOPER TO THE CITY FOR THAN POR_rION STn / � t�1 � M C o CONSTRUCTION TYPE: VN LOT COVERAGE: 21 .0% COORDINATED W/O.D.O.T. FIELD INSPECTOR AS 'TIO EXACT PI-7.All. Oi' THE INSTr.IdATTON AND TRANSITION OF THE WAMHC ALONG S.W. GREENBURG ;LOAD 13 � LYING G^fI'CfHIN THE SUBJECT SITE �9 � � RIM C PROPOSED BUILDING AREAS: PARKING REQUIRED; 'i'0 THE EXISTING GUARDRAIL SECTION. \ � r• 60-MINUTE TUNE 2,454 S.F. 60-MINUTE TUNE 5 STALLS ( 1/500 S.F. o 42 r ETAIL SERVICE "A" 2, 100 S.F. RETAIL/SERVICE 11 STALLS ( 1/400 S.F. ? , ,a � CAR WASH RETAIL/SERVICE "B" 2,250 S.F. d OFFICE 5 STALLS ( 1/500 S.F. ) .,o CAR WASH J1 OFFICE 2,040 S.F. TOTAL 21 STALLS TOTAL 8,844 S.F. LEGAL DESCRIPTION PARKING PROVIDED: LkYrS 1, 2, 3, 4, 5, 6, 7, 28, 29, 30, 31 AND 32, ALL IN BLOCK 1, KING:TON, IN THE COwry OF I / � � ''� t� �• m ' its,/ HANDICAPPED: (H.C. ) 2 STALLS WASHINGIM AND STATE OFOREGON, EXCEPTING THEREFROM THAT PORTION OF SAID PREMISES DEEDED TO THE STANDARD 17 STALLS STATE OF OREGON BY AND THROUGH ITS HIGHWAY COR4ISSION, BY IVUWWrY DEEDS RECORDED AUGUST 9, 1939, /9r19 , '�_ BA ` z i COMPACT (C.C. 2 STALLS BOOK 182, PAGE 341, AND ALSO RECORDED SEPTEMBER 14, 1919, BOOK 181, I'AUE 461, Df�D RECC7RU5. o — , b� coICTAL 21 STALLS r , .. ..wry. .+.,-Wur'Iw°... 1'99.. .. .[jar+=^uM.,.r-. fbt']J*.•a..n_.,.' ..'"'_ .. •. a .s.. - . ,..... , ,rNr.:.,.-«,.. th1 •_- .. ..- r - •. ..—•--.— ._..—w•_`.-_-.._.•.. ..,..- _ .»d++u.wMWwwwrr.ou-•a.. ...n,..»...•.-+...r...u.w.... I' 11 i I I ► I ! V I I I l t i 1 1 1 I r I I I I l l l l l l l f l f l f l l fIf f l l t l f f f l til [II ►lf f f fI1 J i ' " + - w � � � ,j-� ��t-, t) � � '�� ' NOTE: IF THIS MICROFILMED I -� �- _ 2 3 _ - 4 5 8 1 7 8 0 10 11 DRAWING IS LESS CLEAR THAN THIS NOT IGEz-'TT IS DUE TO �_�[T�" QUALITY OF THE ORIGINAL URAMING. - de 6 L 9z t 9Z sz 0,2 Ez - kz 12 oz 61 - of v sI %1 tit EI zl II of 6 B c 9 s . r E z la�aaaw __ _ �: ��Ilunbnlbuf�uffluffl�f�f►,br<u�alllutl�Ilklm�nrtl _ . rl+�►I �aI�ut�tlllnuluulln�llmluulllnlmd�u�ulll��l�IIIIIIIIflhlnhml>lwlu�llu�luuu�uu�uultlubu�uul+i . MARCH 30 19 92 CU��M►I - bb B�RRY A.CAIN �hway Division GRAMORE, INC. ��Z j NANCE SUPERVISOR One Lincoln Center, #470 IREGON 97075.0565 PHONE 229-5002 1 0301)S W Greenburg Rd Pnriland, OR 97223 (5031 245-1976 In Roply ASW 10 6 YG rr�/o FOR No Ong G i.,.„Ir, 117AM !i✓ � si7D /n dao Hwy. Name M.P. - 9' too Eng. Sta. - 73>rID Approach to serve - A,! fs�,J//e /�a+ 1i•r Attached is your application for a road approach permit. This application must be signed by the owner or contract purchaser, and t e appropriate local government official . Please obtain the appropriate signatures. Return the application along with the items checked below for further processing. Administrative Fee Amnt. p : rr/ham Certificate of insurance of the contractor '�— who will be performing the work. Coves nA4-z'J Bond Amnt. _ Title search Title policy deed Special provisions i`ajemaw �rr�,oL, pe,rK. 1'4 Please keep in mind that this does not constitute an approved permit. An approved permit will only be issued by our Salem permit office after receipt of the signed application and the completed forms. If you have any further questions or wish to discuss any provisions of the permit please feel free to contact this office at 229-5002./ Sincerely, Leonal H. Gunderson Assistant District Maintenance Supervisor '� l LHG: ijh le,, lJc l s t��i� Frm 7U 1897 �txP.lS APPLICATION AND PERMIT CONSTRUCT APPROACH ROAD PERMIT NUMBER HIGHWAY DIVISION HInHWAY NAME MII-EPOINT ENGINEERS STATION Pacific Hwy, west 9.0 73+10 HIGHWAY NUMBEn COUNTY SIDE OF HIGHWAY APPROACH TO SERVE _ lw W-ishington ❑ NORTH ❑ EAST O SOUTH J1WESTCirm arr i a 1 rlo� 1 nrtm;i} BETWEEN OR NEAR LANDMARKS HIGHWAY REFERENCE MAP AND ATTACHED DRAWING NUMBERS L-Greenbur g _AND _ - —_,Inl�_1 LCiIa– 1, and K of 6 APPLICANT NAME AND ADDRESS BOND REQUIRED AMOUNT OF BOND —r REFERENCE CJ YES kNO OAR 734 50-075181 r $ r,i tt7� arn t i rc�rl I` INSURANCE REQUIFIE0 Grmore, Inc, REFERENCE Gd ADMINISTRATIVE FEE YES ❑NO OAR 134.50 025131 ❑ TEMPORARY DEPOSIT One Lincoln Center- AMOUNT #470 CHECK NUMBER in 10300 SW Greenburg Rd DISTRICT MAIN MAINTENANCE SUPEnvISOH ^— DATE 40MPLETE Portland, Oregon 97223 V APPLICATION RECEIVED REGION ENGINEER DATE L I X U�/TILITY PERMIT SUPERVISOR APf gOVAL DATE X APPLICANT APPI ICA-,ION DATE X APPROACH ROAD COMPLETION DATE —----- _ _ _ REFCRENCE OAR 734-50-050(4) September 1, 1986 I bI•applwanf declartlE that he/she is the owner or lessais of the real property adjoining the above described highway and has the lawful authority to apply for this permit When this sp. plicatinn Is approved by the Department of Transportation,the app scant h subprct to the terms end provisions contained herein and attached hereto and the terms of Oregon Ad mmistrative Rub,Chapter 734,Division 50.which is by"a reference made a part of this permit Copies of the Rule may be obtained from the Dlstric!Maintenance Supwvlsor'a office Issuing of permits under these regulations Is not a hnding of compliance with the statewlde planning goals or the acknowkMged comprehenslve plan for the area Parmao aro Issued sub- )Act to the approval of ctty,county or other governmental agencies having either joint supervision over he serYlon of highway or authority to regulate land use by means of zoning and/or building regulations It shall be the applkam's resp msR)Wy to obtain any such approval Including,where app"bw,local government determination of compliance with the atatew-fde planning goals.(OAR 734. 0-1155) SPECIAL PROVISIONS I--If the proposed application require traffic control devices and/or special road constructlon,the applicant shall provide a copy of this application to the affected loryl Vern- e a original application must be signed by the local government official. LOCAL DOVER OFFIC SIG AT E TITLE � DATE X �� 14 The appil of or tr or shall notity the District Maintenan upervlsor s o Ice at least 48 hours in advaflce o mmencing work and atter co leting the wo covered by this permit.(Of R 734-504)40 elephons Number. 3. Applicant .is responsible for installation and maintenance of signing as shown on 6 of 6 4. Applicant shall install a Type ' breakav-ay cable terminal with 'Type C end piece as shown on Org. #21260 5. Applicant shall perform the improvements as shown on 1 of 6 (roadwork), 2 of 6 (drainage 6. Applicant shall protect and rniantain the operation of traffic signal. TYPE 5 APPROACH ROAD —CURBED HIGHWAY 1 NOTE Allrnaterlelandworkmenshlpshellhelnaccar'ancewlMthecur W rent State of Oregon Standard Specification for Highway Construction P — o — DRiw \\ / W- 40 R,- 15R,- 15, A= 90 CURB TYPE `-- uCu D, J DnI,N 12 r �-_—� SIZE AND TYPE COMPACTED THICKNESSIINCHESi E It IQ. Curb STONE BASE 1L–o 14 2 n STONE LEVELING SIZE AND TYPE COMPACTED THICKNESSpNCHESI COURSE 3/4 - 0 2" V Dc ASPHALTIC CLASS COMPACTED THICKNESSII:n':IES CONCRETE Nwy PAVEMENT CaFmlercial- 4" minimun (� PLAN 734 3307F(3.83) --� T SEE SACK OF APPLICATION W — CERT..•ICATE AND ENDORSEMENT OF L.sURANCE c o FOR PIPE, POLE, CONDUIT, APPROACH ROAD OR MISCELLANEOUS PERMITS ��N6�Pter Filed With Oregon State Highway Division Director of Permits Room 208, East Salem Highway Building 2960 East State Street Salem, Oregon 97310 Theof --'------------ .. - - - hereby certifies that such insurance policies as are indicated hereunder have been issued and are in full force and effect on the effective date of this certificate. Name of Insured: -- Address of Insured: - - Policy Period: From Policy Number "Type of Coverage *Limits of Liability Bodily Injury Liability __ __ -_- - Each Person Each Accident Property Damage Liability _ . Each Accident The limits provided herein are the minimum limits required by the Department of Transportatior. Highway Division, and shall in no way be considered as a redaction in the limits of the protection as provided in this polis} for the primary named insured THE STATE OF OREGON, ITS DEPARTMENT OF TRANSPORTATION AND MEMBERS THEREOF, ITS OFFICERS, AGENTS, AND EMPLOYEES ARE HEREBY INCLUDED AS NAMED INSURED IN THE HEREIN NUMBERED POLICY OR POLICIES A ; TO THE OPERATIONS OF THE PRIMARY NAMED INSURED UNDER ANY PIPE, POLE, CONDUIT, APPROACH ROAD OR MISCELLANEOUS PERMIT ISSUED BY THE DEPART- MENT OF TRANSPORTATION, HIGH%VAY DIVISION, EXCEPT AS TO CLAIMS AGAINST THE PRIMARY NAMED INSURED FOR INJURY TO THEIR PF:ILSONS OR DAMAGE TO ANY OF ITS OR 'THEIR PROPERTY. CANCELLATION OF THIS ENDORSEMENT OR OF THE POLICY TO WHICH IT IS ATTACHED MAY BE EFFECTED BY AGREEMENT OF THE PARTIES HERETO, OR BY THE COMPANY OR THE PRIMARY NAMED INSURED GIVING NOT LESS THAN THIRTY (30) DAYS NOTICE IN WRITING AND BY CERTIFIED MAIL TO THE DIRECTOR OF PERMITS, ROOM 208, EAST SALEM STATE HIGHWAY BUILDING, 29fio EAST STATE STREET, SALEM, OREGON: SAID NOTICE TO COMMENCE TO RUN FROM TI4E DATE NOTICE IS ACTUALLY RECEIVED AT THE SAID OFFICE Date: 19 AGENCY: BY - - - �Aut)v+»d Nene-nu I.e *Minimum Limits: Bodily Injury 311)(),11(x) each per-4 i100,o1x) each accident Property Damage mo,mm) each accident 7'14 1W,2 1'w � ■ § �| f || |■ |{ � | | !§ ! Ix § tj : © f 10 \ � ¥ ! :I k � , � / 8� § { 7 « IL _ | ! • § ...,. - � ƒ| i ---- -- ; � 2-61d ave 3/Zvelc�pr"s �5 30/41 crJ SL(OfM/� L� I r o. fY( 1►1 F-t' crffCri� �yti�1� ��y��O��,Drr✓el-✓4 (_ � W/A oil i V i n � I n � y , r o � q w �dd,��a�q� S�yh,�9 fiat be noeded on 74he hJ9 way, I J tree BARGHAUSEN CONSULTINGENGINEERSINC. "Land Planning, Survey, and Design Specialists" GULF I 7 March 31, 1986 Mr. Leonal H. Gunderson Assistant District Maintenance Supervisor Oregon Department of Transportation 2131 S.W. Scholls Ferry Road Portland, OR 97225 RE: Request for Finalization of O.D.O.T. Permit for Work Associated with the Tigard Auto Stop at S.W. Greenberg Road and Pacific Highway (Highway 99W) Our Job No. 1898 Dear Lee: We have recently received approval from the City of Tigard for the above-referenced project being developed by Gramore, Inc. The construction plans have been completed and have been prepared consis- tent with City of Tigard Standards, as well as comments received from your office In the past. We have also completed and reviewed the Traffic Impact Study requested by your office, a copy of which has already been forwarded to your office by Wilsey and Hamm, Inc., on behalf of the applicant. The specific concerns and requirements expressed In the Traffic Impact Study have been Incorporated into the design plans. At this time, I would request your final review of the enclosed documents representing the final improvement plans prepared for the above-referenced project. two (2) complete sets of plans are enclosed for your review at this time, and it Is my understanding that your office will prepare the actual permit for signature by the applicant. Specific details which need to be included in the permit as approvals for the project are summarized below. 1 . The guardrail along Highway 99W will be removed since it will no longer be necessary along the frontage of the property. A flaired end on the guardrail will be provided near the southwesterly property boundary of the 9498 S W Barbar Blvd., *304 • Portland,Oregon 97219 • (503) 246-7157 Home Office: 6625 Soutt, 190th, w 102 9 Kent,Washington 98032 0 (206)872-5522 Mr. Leonal H. Gunderson State of Oregon Department of "franspertat fon -2- March 31 , 1966 subject site. The new installation will be consistent with O.D.O.T. guidelines. 2. We have modif led the intersection design for the right-turn lane at S.W. Greenberg Road and Highway 99W. The revisions have been based upon recommendations from the Traffic Impact Report and include a modification to a 55-foot radius for the face of curb, and a 17-foot drive aisle between the curb and the island. Three feet (31 ) of clearance has been provided from the existing traffic signal mast, which will remain together with the existing power pole within the island at the Inter- section. We are proposing to sawcut around the intersection as shown and provide new asphalt paving consistent with O.D.O.T. specifications. Construct lon of these Improvements should be incorporated Into your permit. 3. We are proposing to install a 6-foot concrete walk and curb, together with limited additional asphalt along Highway 99W, as depicted on the attached plans. I believe these Improvements are consistent with the Traffic Impact Report and with our previous discussions on this project. 4. We will be filling In the existing right-of-way, as depicted on the final grading plan for the project, alorg the frontage of the property adjacent to Highway 99W. The placement of this fill will occur at the same time the subject property is prepared for construction, and upon completion, It will eliminate the need for the guardrail . This area will also be generally landscaped with a light groundcover requiring limited maintenance by the applicant. 5. We are proposing to prov i -a a f III s I ope extending southerly from the subject property Into the excess state right-of-way as shown on the grading plan, with a slope of 2 horizontal to 1 vertical . The slope will be stabilized with groundoover, and a guardrail w? II he provided at the t%,, of the slope. I believe we have discussed this previously, and you had Indicated that there would not be a problem with filling In this particular area of the state right-of-way. Mr. Leonal H. Gunderson State of Oregon Department of Transportation -3- March 31, 1986 6. N concrete retaining wall was proposed on private property adjacent to the state right-of-way at the southwest corner of the project and extending along S.W. Center Street. Specific structural details of the wall are provided on Sheet 4 of the attached plans, and the grading plan accurately depicts the location of the wa I I relative to the right-of-way. Since the wall will be constructed completely on prl�ete property, I would not expect that specific approval would be required by your office. However, since It lies adjacent to a portion of your right-of-way, I would also ask for your approval of this retaining wall as well . 7. We have also modified the enclosed construction plans which reflect the traffic control at the entrance to the project off of S.W. Greenberg Road, and for the ingress/egress onto Highway 99W. The driveway entrance Into this site off of S.W. Greenberg Road has been more carefully delineated with a minimum inside turning radius of 15 feet for cars entering this site, which I believe Is the minimum acceptable. This design also I ncorportes a relocated s I dews I I, onto the property itself, and appropriate signage to clearly Indicate that this is an entrance only. You will also note from the design that it will bw virtually Inpossible for a vehicle to make a left-hand turn into the site off of S.W. Greenberg Road. The Ingress and egress onto Highway 99W has also been modified to include a curbed median, which in this case will be a so: id concrete Island separating the driveway into two turning lanes. We will essentially be using one-half of a standard "right In/right out driveway" control device as provided to this office by your departmmnt at our previous meeting. We obviously cannot achieve the radluses indicated on your attachment, since we do not have that much property to work with, and the separation between the site paving and the edge of asphalt on Highway 99W is only about 15 feet. However, I believe we have achieved the basic results Intended, and I would ask for your careful scrutiny of this particular Issue as well . Would you please proceed to Issue the permit for -the ap pro- prlate Improvements as soon as possible, and notify this office if you need additional engineering dotalls or documentation to process the Mr. Leonal H. Gunderson State of Oregon Department of Transpertat ton -4- March 31, 1986 permit. We are locking forward to commencing with _-..struction In the next 30 days, and we would hope that you would be able to expedite the permit process based upon all of the background work that has already been completed. Thank you for your assistance. If you have any questions or ^.ommants, p lease contact mysel f or Mr . Denn Is Donovan of my of f Ice at (206) 872-5522. Respectfully, Thomas A. Earghausen, P.E. Pros I dent TAB/sm C160.51 enc: As Noted cc: Mr. R. E. Beauprel, Gramore, Inc. Mr. Barry Cain, Gramore, Inc. Mr. Jeff Metke, O'Sullivan Construction, Inc. Mr. Dennis J. Donovan, Barghausen Consulting Engineers, Inc. t..m rew IOoSs��li Cour, Q / s�o �'�•► ,iu,�C�( -Z need' a �fi�ac�; �'�• �� . ✓ -At eve// 1 Uo•�� W V4� Xe- �D�'c/�os�'t� L'ar- cc s`r 4� / .Z:.:krs ria-c i 5 -si-4 , lac.✓,��. /" /callv S-7 /�= � lfell 7 o N V►V1 K 0 awY1 1 }�Y w��` �r a ��I e�.�� Ucc�r e d • `r ' ` J BARGHAUSEN CONSULTINGENGINEERS, INC. "Land Planning, Survey, and Design Specialists" March 27, 1986 Mr. John Hagman City of Tigard Engineering Section Department of Community Development P.O. Box 2.3397 Burnham and Ash Avenues Tigard, OR 97223 Re: Tigard Auto Stop for Gramore, Inc. Our Job No. 1898 Dear Mr. Hagman: Attached are two (2) Itemized construction cost estimates for the public improvement portion of the work on this project. We are submitting these estimates for the approval of your engineering section as required by Site Development review SDR6-86/V5-86. If I can be of any further assistance, please do not hesitate to contact me. Sincerely, Dennis J. Donovan Project Engineer DJD/sm C161 . 10 enc: As Noted cc: Mr. Barry Cain, Gramore, Inc. 9498 S.W. Barbar Blvd., #304 • Portland, Oregon 97219 • (503) 246-7157 Home Office: 6625 South 190th, # 102 0 Kent, Washington 98032 0 (206)872-5524' PURL IC IMPROVEWNTS CONSTRUCTION COST ESTIMATE FOR TIGARD AUTO STOP JOB NO. 1898 GRAMME, INC. ONE LINCOLN CENTER, SUITE 470 10300 S.M. GREENIRM ROAD PORTLAND, OREGON 97223 BARGHAUSEN MNISULTING ENGINEERS, INC. 6625 SOUTH 190TH, SUITE 102 KENT, WASHINGTON 98032 (206) 872-5522 TIGARD AUTO STOP PUBLIC GRAMORE, INC. IMPROYLWNTS 3/26/86 CONSTRUCT ION MST ESTIMATE• ITEM UNIT NO. DESCRIPTION UNIT QUANTITY PRICE COST 1 Sawcut asphalt pavemsnt LF 890 E 0.75 $ 668 2 Remove asphalt pavement SY 500 1 .50 750 3 Remove concrete curb LF 112 2.50 280 4 Remove 4" sewer connection and replace w/6" connection EA 1 90.00 90 5 Remove 4" sewer service LF 14 1 .50 21 6 Remove guardrail LF 146 4.00 584 7 Remove 18" storm drain LF 12 5.50 66 8 Remove 12" storm drain LF 7 4.25 30 n Re mov catch basin EA 1 200.00 r00 9 I Ne 6"' ewer service #- bkJr �� LF 14 9.50 133 11 Connect 12" storm drain to existing manhole EA 1 100.00 100 17 Connect 12" storm drain to existing manhole EA 1 75.00 75 13 New 12" storm drain LF 28 13.00 364 14 New 8" storm drain LF 43 9.50 409 15 New catch basin EA 2 450.00 900 1898. 17 -1- ITEM NO. DESCRIPTION UNIT QUWTITY PRICE COST _=__=__=====xx=a.a.aa=a.xaa=aaaxxa�cc=x=a.ai==an..aaaaaa�axasaaarsaaacc=z=;aan= 16 Embankment construction behind curb line CY 600 $ 6.00 $3,600 17 New concrete curb - Type "C" LF 461 6.50 2,997 18 New concrete curb and gutter - Type "A" LF 336 9.00 3,024 19 New asphalt pavement SY 520 8.50 4,420 2" Cless "B" asphalt ' u310 2" crushed rock (3/4" minus) 8" crushed rock (2" minus) 20 New commercial driveway 71' concrete SF 903 3.50 3,161 21 New wheel chair ramp SF 143 2.50 358 4" concrete 2" crushed rock (2" minus) 22 New sidewalk SF 1 ,562 2.25 3,515 4" concrete 2" crushed rock (2" minus) 23 New concrete traffic island including wheel chair ramps -------Lump Sum------- 1,250 24 New flared end section for existing guardrail EA 1 75.00 100 25 Relocate mail box EA 2 50.00 100 ,e6 Remove 81 wide x 91 high business identification sign EA 1 150.00 150 27 Relocate traffic signs EA 2 50.00 100 28 Topsoil CY 40 15.00 600 29 Mulch CY 20 20.00 400 30 Groundcover/ Ivy (2 1/4" pots) EA 888 1 .25 1 .110 1898. 12 -2- I p�al�:� I►��t A� ITEM NO. DESCRIPTION UNIT QUANTITY PRICE COST car..sarrsr=arssasazrssrrr.zcarasasaassxrrsaarrrs==rams=c.sa_s=r===aaazas:=rsrQr 31 Shrubs/Zabel laurel (21"-2411) EA 46 25.00 1,150 32 Trees/Red maple (2" cal . ) EA 6 150.00 900 33 Shrubs/Viburnum (12"-15") EA 5 12.00 60 34 Pavement marking -------Lump Sum------- W000 $32,640 1898. 12 -3- PUBLIC IMPROVEMENTS OONSTRUCTION COST ESTIMATE FOR TIGARD AUTO STOP JOB NO. 1898 GRAMORE, INC. ONE LINCOLN CENTER, SUITE 470 10300 S.M. GREENBURG ROAD PORTLAND, OREGON 97223 BARGHAUSEN CONSULTING ENGINEERS, INC. 6625 SOUTH 190TH, SUITE 102 KENT, MASHINGTDN 98032 (206) 872-F572 1' ir 3iz7 TIGARD AUTO STOP PUBLIC GRAMORE, INC. IMPROVEMENTS 3/26/96 CONSTRUCTION DOST ESTIMATE• ITEM UNIT NO. DESCRIPTION UNIT QUANTITY PRICE COST ssrs=ssar===ssss=====s=aassssssss=.__r=s=s=sas=csssas.cs======r:--=rsrrrr=raa=ss=sass 1 Sawcut asphalt pavement LF 890 S 0.75 $ 666 2 Remove asphalt pavement SY 500 1 .50 750 3 Remove concrete curb LF 112 2.50 280 4 Remove 4" sewer connection and replace w/6" connection EA 1 90.00 90 5 Remove 4" sewer service LF 14 1 .50 21 6 Remove guardrail LF 146 4.00 584 7 Remove 18" storm drain LF 12 5.50 66 8 Remcve 12" storm drain LF 7 4.25 30 9 Remove catch basin EA 1 200.00 200 10 New 6" sewer service LF 14 9.50 133 11 Connect 12" storm drain to existing manhole EA 1 100.00 100 12 Connect 12" storm drain to existing manhole EA 1 75.00 75 13 New 12" storm drain LF 28 13.00 364 14 New 8" storm drain LF 43 9.50 409 15 New c;�tch basin EA 2 450.00 900 1898.12 -1- ITEM NO. DESCRIPTION UNIT QUANTITY PRICE COST 16 Embankment construction behind curb line CY 600 6.00 $3,600 17 New concrete curb - Type "C" LF 461 6.50 2.,997 18 New concrete curb and gut+er - Type "A" LF 336 9.00 3,024 19 New asphalt pavement Sy 520 8.50 4,420 2" Class "B" asphalt 2" crushed rock (3/4" minus) 8" crushed rock (2" minus) 20 New commercial driveway 711 concrete SF 903 3.50 3,161 21 New wheel chair ramp SF 143 2.50 358 4" concrete 2" crushed rock (2" minus) 22 New sidewalk SF 1 ,562 2.25 3,515 4" concrete 2" crushed rock (2" minus) 23 New concrete traffic island including wheel chair ramps -------Lump Sum------- 1,250 24 New flared end section for existing guardrail EA 1 75.00 100 75 Relocate mail bcx EA 2 50.00 100 26 Remove 81 wide x 91 high business identification sign EA 1 150.00 150 27 Relocate traffic signs EA 2 50.00 100 28 Topsoil CY 40 15.00 600 29 Murch CY 20 20.00 400 30 Groundcover/ Ivy (2 1/4" pots) EA 888 1 .25 1,110 1898. 12 -2- r ITEM NO. DESCRIPTION UNIT QUANTITY PRICE COST assssxssaxx=aaassaaaaaxrss..x.saszna=s=ssssa=sssaasaeasaaccnga=a=aa.assas=asass:mss 31 Shrubs/Zabel laurel (21"-2411) EA 46 25.00 1,150 32 Trees/Red maple (2" cal . ) EA 6 150.00 900 33 Shrubs/Viburnum (12"-15") EA 5 12.00 60 34 Pavement marking -------Lump Sum------- 1 .000 $32,640 1898. 12 -3- BARGHAUSEN CONSULTINGENGINEERS, INC. "Land Planning, Survey, and Design Specialists" March 27, 1986 ay3 �I7 Mr. John Hagman City of Tigard Engineering Section Department of Community Development P.O. Box 23397 Burnham and Ash Avenues Tigard, OR 97223 Re: Tigard Auto Stop for Gramore, Inc. Our Job No. 1898 Dear Mr. Hagman: Attached are two (2) itemized construction cost estimates for the public improvement portion of the work on this project. We are submitting these estimates for the approval of your engineering section as required by Site Development Review SDR6-86/V5-86. If I can be of any further assistance, please do not hesitate to contact mei. S'ncerely, Dennis J. Donovan Project Engineer DJD/sm C161 .10 enc: As Noted cc: Mr. Barry Caln, Gramore, Inc. 9498 S W. Barbor Blvd., #304 • Port and, Oregon 97219 • (503) 246.7157 Hmmp r)ffirn RAP 9; .Antrth i 4nth *in2 • KRnt Waahinninn gRn:a2 0 MSI 872.5522 PUBL IC IMPROVEMENTS CONSTRUCTION COST ESTIMATE FOR TIGARD AUTO STOP JOB NO. 1898 GRAMORE, INC. ONE LINCOLN CENTER, SUITE 470 10300 S.M. GREENBURG ROAD PORTLAND, OREGON 97223 BARGHAUSEN CONSULTING ENGINEERS, INC. 6625 SOUTH 190TH, SUITE 102 KENT, WASHINGTON 98032 (206) 872-5522 1j t ` '` TIGARD AUTO STOP PUBLIC GRAMORE, INC. IMPROVEMENTS 3/26/86 OONSTRUCT I ON COST EST 1 MU1TE: ITEM UNIT NO. DESCRIPTION UNIT QUANTITY PRICE COST 1 Sawcut asphalt pavement LF 890 S 0.75 $ 668 2 Remove asphalt pavement SY 500 1 .50 750 3 Remove concrete curb LF 112 2.50 280 4 Remove 4" sewer connection and replace w/6" connection EA 1 90.00 90 5 Remove 4" sewer service LF 14 1.50 21 6 Remove guardrail LF 146 4.00 584 7 Remove 18" storm drain LF 12 5.50 66 8 Remove 12" storm drain LF 7 4.25 30 9 Remove catch basin EA 1 200.00 200 10 New 6" sewer service LF 14 9.50 133 11 Connect 12" storm drain to existing manhole EA 1 100.00 100 �2 Connect 12" storm drain to existing manhole EA 1 75.00 75 13 New 12" storm drain LF 28 13.00 364 i4 New 8" storm drain LF 43 9.50 409 15 New catch basin FA 2 450.00 900 1898.12 -1- ITEM NO. DESCRIPTION UNIT QUANTITY PRICE COST aasaaasasaxasxxazzzsssnsss:ssasarr.sss----ssaa=sssxsxasassszssszsssasssx=srasasnx= 16 Embankment construction behind curb line CY 600 6.00 $3,600 17 New concrete curb - Type "C" LF 461 6.50 2,997 18 New concrete curb and gutter - Type "A" LF 336 9.00 3,024 19 New asphalt pavement SY 520 8.50 4,420 2" Class "8" asphalt 2" crushed rock (3/4" minus) 8" crushed rock (2" minus) 20 New commercial driveway 7" concrete SF 903 3.50 3,161 21 New wheel chair ramp SF 143 2.50 358 4" concrete 2" crushed rock (2" minus) 22 New sidewalk SF 1,562 2.25 3,515 4" concrete 2" crushed rock (2" minus) 23 New concrete traffic island Including wheel chair ramps -------Lump Sum------- 1,250 24 New flared end section for existing guardrail EA 1 75.00 100 25 Relocate mail box EA 2 50.00 100 26 Remove 81 wide x 91 high business Identification sign EA 1 150.00 150 27 Relocate traffic signs EA 2 50.00 100 28 Topsoil Cy 40 15.00 600 29 Mulch Cy 20 20.00 400 30 Groundcover/Ivy (2 1/4" pots) EA 888 1 .25 1,110 1898. 12 -2- ITEM NO. DESCRIPTICOW UNIT QUANTITY PRICE COST sss::ssssaasaacssssssssarissa�sss:sas:sassassssassss::asss::aasssssssmaaaa=s:a:ssaa 31 Shrubs/Zabel laurel (21"-24") EA 46 25.00 1,150 32 Trees/Red maple (2" cal . ) EA 6 150.00 900 33 Shrubs/Viburnum (12"-15") EA 5 1::.00 60 34 Pavement marking -------Lump Sum------- 1000 $32,640 1898. 12 -3- i BARGHAUSEN CONSULTINGENGINEERS, INC. "Land Planning, Survey, and Design Specialists" copy March 26, 1986 Mr. Robert E. Santee Adm I n I stratr.,r Tigard Water District 8841 S.W. Commercial Street Tigard, OR 97223 Re: Tigard Auto Stop/Gramore, Inc. Our Job No. 1898 Dear Mr. Santee: The purpose of this letter Is to apply for water service to the above-referenced project. To serve that purpose, attached are three prints of our Plot Plan for the project showing the proposed waterline work. These plans are being submitted for your approval . We have applied for a building permit with the City of Tigard and expect the project to be underway In the near future. We are anxious at this time to obtain Infor- mation regarding the extension of water supplied to the subject site. Toward this end, could you please provide us with a written response to the following questions: 1 . Could you provide us with a map Indicating the location of your existing facilities at or near the property. 2. Could you please Identify any costs that will be Involved In the permit process to provide service to the proposed buildings. We would like to specifically Identify the meter connection charges, any area assessments or system develop- ment charges that might be required, and any special permit fees. 3. Please describe the permit process that will be necessary to complete the service connection to the existing facilities and to install the required fire hydrant on S.W. Center Street. 9498 S.W. Rarbur Blvd, *304 a Portland, Oregon 97219 a (503) 246.7157 Hmman#fira KR9r. Cn,ifhionth ain,> a Kant WaQhinnrnnQRn,'39 • 12061872-6592 Mr. Robert E. Santee Administrator Tigard Mater District -2- March 26, 1986 4. Could you include a deilnitlon of responsibility for the general contractor on our project. We need to Identify whose responsibility will be Involved In the Installation of the mete: boxes, service lines, fire hydrants, and any other improvements. If you need further information regarding this project before issuing the response to this letter, please let me know. We are anx,ous to begin work on the project, and it Is important to verify water service and the terms and conditions under which It will be provided. We appreciate your assistance In this regard and hope to hear from you in the near future. Thank you. Sincerely, Dennis J. Jonovan Project Engineer DJD/sm C160.69 enc: (3) Plot Pl,in cc: Mr. Barry Caln, Gramore, Inc. 7e pl��J sE / ORAHAM One Lincoln INC. � s� �F A A/ One 0 S W Center, rg R ��G• �r� ^ 10300 S W Greenburg Rd COMPANIES Portland, OH 97223 (503)245 1976 15 March 19, 1986 Mr'. Keith Li.den IC U 1;�,^,�? 9 1_ Senior , anner CITY G. :IGARD CII Y OF I iGluffl F.O. Box 23397 PLANNING DEPT. Tigard, OR 97123 RE: Site Development Review ( SDR 6-86) , with Variance (V5-86 ) , for property at the NW Corner of Pacific Hwy. , and Greenburg Road approved with conditions on March 14, 1986. Dear Mr. Lid.en: This letter is to request an amended decision regarding section 4, paragraph F of the above mentioned site design approval; proposed driveway on Greenburg Road into site. Please find enclosed the traffic impact study as was required by the Oregon State Highway Departmeent for the subject site,which was completed March 13, 1986. Please! note that in the section under "alternative site access plans" , the engineer has suggested a right-in only driveway into the site from Greenburg Road. This right-in only would allow customers to enter the front of buildings withou�: having to go through the Hwy. , 99W/Greenburg Road intersection. We would appreciate you reviewing your decision, based on this traffic impact study and on our amendment of our original site plan which showed a right-in and right-out drive. we would like to offer this convenience to e .,.r customers if possible especially when it appears that the right-in only drive would be a benefit to the intersection. Thank you. Surely„ Barry A. Cain BAC: bkm enclosure( s) Member of Internelronal Councr .t AT It i Pk F4 1_4ND • DAI LAS • VANCOUVER 0 CALGAIit of Shopping Centers CI"d'Y OF TIGARD �/ NOTICE OF DECISION - u r ��T0 DFVFLOPMENT REVIEW SDR 6- 86 VARIANCE V 5-86 APPLICATION: Request by First Interstate Trust to develop a 5800 sq. ft. retail/auto service building and an automatic car wash. A Variance is also requested for deletion of a portion of public sidewalk along Center Street and to allow a landscaped area of 13 .5% where 15% is required. The property is zoned C-G (Commercial. General.) and is located at the Northwest corner of Pacific Highway and Greenburg Road (WCTM 2S1 2AA lots 1000, 1001 , and ].100). DECISION: Notice is hereby given that the vlanni.ng Director for the City of Tigard has APPROVED the above described applications subject to certain conditions. The findings and conclusions on which the Director based his decision are as noted below. I IA. FINDING OF FACT 1 . Background The City has reviewed several land use applications for the property, the most rocent being a Conditional Use (CFI 4-82) to approve a flower shop. 2. Vicinity Information The property 4s surroundEd by Pacific Highway, Greenbury Road, and Center Street. The zoning on the south side of Pacific Highway is CBD (Central Business District) The pr-oprrties east of Greenburg Road are zoned C G (Commercial General) and the parcels north of Center Street. are zoned C-P (Commercial Professional) . 3 . Site Information and Proposal Description The subject. property consists of three tax lots which contain a commercial building a single family residence. Driveway access is presently available from Pacific Highway, Greenburg Road and Center Street. The applicant proposes to remove the existing ;;uilding and construct a car wash in the western portion of the property arid a retail/automotiue service building near Greenburg Road . One driveway entrance ;s intended for each of the three streets abutting the property. The property will. be fillad to more closely resemble the grade of Pacific Highway . This will require a retaining wall which is as high as 10 feet near the western end of the parcel . A 20 foot high 100 square foot sign has also been presented for approval. Variances are also requested t:o reduce the required amount of landscaped area from 15% to approximately 13 .5% and to allow the deletion of a sidewalk along most of the Center Street frontage. DIRECTOR DECISION SDR 6-06 / V 5--86 Page l i f)yvrlr y ,scut N110 I;rmmwrll T l lr I I uI i ru-nr 1-y 1)i v l s km h,-vi I Ir± f ry 1 1 ow i rly r r�lnmr rl 1 , a. A sari i L,+r y sewer corinec L i ori per•rni L fr.)r any new add i I. i h Al l wi rk 1„,rformod wiLhirl thr� PiaCifil. IIighway right. of w"% wi l l rcu i r .4 prr-mil from the `JLato IIir_thw„ry Ilivi ; ion. Vi I I,a1 Ir ,�r•:irife musI be main1.,aiiu,,I rl t.c±r-%ocI inns Ar,(I d I Vr-wa4't cl Whrv-lchdir rMlmps mu.;t. be irlst.al I t I I rrif,r iu.I nI U,o proposal t.r•,affir_ signal island. c A traffic corlt.roI pavement. markIrig plan nn.rll. br sl.lbruit.led for 1'i Ly and State approval, pr-ior to instal laLiort by I.hr± appl ir ,arnL . f -1 he proposed dr i veway or! r;r•eerlbury hoard shou I rto I. be i rIs 1.a 11 ed busn of the exisLinq r_ongesl.ir,n at. Lilr Pacific_ IIighway in vr•sectiort, thle difficulty i.n pr oft ibiLirig I v f L turn attempts r.�nto the propr±r Ly, -Arid Lhca Ci Ly paI icy which cal is for mini.mizirig the number- of acr,es9 points on arterial and co1l.vctor- strr!uts . Y . the sLor,m drain catch basin and line pruposc,d to k7F. installed at. I.hr, int:ersraction of Orperibur•g Road and rentor 4l.rf1.tA nerals to be rerouted to avoid crossing private proper-Ly . 11. is suggested t.haL the catchbasin be c:onnw.Lod directly Lr, the manholca at the intersection. h. the guardrail along Pacific: tlighlw�ry 51-161 11 k,r, rvIr,r ,•,t:ed rlrat removed. i . The proposed retaining wall near Center Street is a potential eyesore, par•Licul.arly if it becomes a t:ardr±t for graffiti . I;are sh(.-iuld be taken to provide ]and scapi rig whir. I wil ] ar_t. to minimize the problem. j . No ub,j ec tion to the, var i arlrc' rerjue:>t.s The Building Inspection Division and Tigard Water 1)ist.rict have no objection to the request . the State IIi9hlway Divisinn states that a traffic impact report is ner.essary to evaluate the impact: of access alternativcas. A Road Approach Permi t is r•equi r-ed and the necessary st.r,eet irlProvc�ments shlal.l be determinwi after the report is completed. r PGF. not os that severalut i 1 i ty polos wi I 1 need to be moved. No other comments have been rer•eivod. l P1 I I l W 01 C P'.I ON SDR 6- 86 / V 5. 86 Page 9 i i ( B ANALYSTS ANE) MNCLIJSION Iho proposed commercial dc,veIoperit i.s basically consistent. with thc, relevant standards and criteria contained in the Community Development Code, However, several aspects of the proposal including the variance request warrant further discussion., 1 . Access The Greenburg Road driveway is not appropriate for, the reasons noted by the Engineering Division. This driveway should be removed and it is recommen'ed that a pedestrian link between the public sidewalk and the project be providc,d in its place. 2. Visual Clearance Chapter 18 . 1.02 of' the Code required that objects taller than three feet in height cannot be within 30 feet rf intersections and driveways . This portion of the Code i..: particularly important near busy intersections . It. is recommended that tho two Red maples that are shown closest to the Pacific Highway and Center Street driveways be eliminated. Also, the mature height of all other landscaping material should riot exceed three feet. 3 . Landscaping the proposed landscaping plan generally conforms with Code requirements wi-th the exception of visual clearance (discussed above), lot coverage (noted below under the varianr(� review), street trees, and the treatment of the proposed retaining wall The Center Street frontage does riot include street trees as required by the C,,de, presumably bncause of the proposed retaining wall . The deletion of street trees appears to be justified, however, the landscaping trr 41-' grit. in this .area nnr,ds revision. The m.-tjority of the 255 foot long retaining wall will bo over six feet in height and potentially could have a detrimental visual impart. No vegetation is proposed to soften or screen the wall . A rpvised landscaping plan should be prepared by a landscape architect for- the retaining wall area. The plan should contain a justification for the proposed height of the wall , plant materials that will screen all or, most. of the retaining wall , an elevation drawing illustrating the wall and proposed landscaping, and landscaping treatment of the right-of -way area between the retaining wall and the curb. 4 . Variances As mentioned earliot , two variance requests have been made to reduce the landscaping coverage to 13 .$% and to eliminate a sidewalk from the Center Street driveway to the western corner of the property . Section 18. 134.050 of the Code contains the following approval criteria for granting a variance. DIRECTOR DECISION SDR 6 86 / V 5 -86 Page 3 a. The proposed variance will not be materially detrimental to the purposes of this Code, be. in conflict with the policies of the Cornprehensive Plan, to any other applicah1s3 policies and standards; and to other properties in the same zoning district or vicinity; b. There are special circumstances that exist: which are peculiar to the lot size or shape, topography, or other circumstances over which the applicant has no control, and which are riot applicablfa to other properties in the same zoning district; C . The use proposed will be the same as permitted under this Code ane City standards will be maintained to the greatest extent that is reasonable possible, while permitting some economic use of the land; d . Existing physical and natural systems, such as but nkA limited to traffic, drainage, dramatic land forms or narks will not be advert -l; affected any more than would occur if the development were located specified in the Code; and P . The hardship is not self- imposed and the variance requested is the minimum variance which would alleviate the hardship. The proposed variance to the landscaping coverage requirement is minor and it will be difficult to notice a difference between the required minimum (6,317 square feet) and what is proposed (5,680 square feet) . The property is long and irregular in shape with street frontage on virtually the entira perimeter which has presented unique problems related to right-of- y dedication, street improvements, and internal circulation. The proposed uses are permitted in th,., C-G zone and the request will not adversely affect physical or natural systems. rinally, the hardship is not self-imposed because the primary reason for the variance is due to the irregular parcel, configuration. The request appears to be the minimum necessary and also, the required modifications to the site and landscaping plans will cause a slight increase in the amount of landscaped area. The proposed sidewalk variance also appears to be justified for the following reasons: State Highway right-of-way and the embankment for Pacific Highway lies to the wost of the property along Cr iter Street and the potential for any extension of the sidewalk is minimal. Because of the large amoi.nt of frontage, the applicant is responsible for a substantial quantity of street improvements and this portion of sidewalk would be of minimal value and it could actually cause problems by encouraging pedestrians to cross the street in the middle of the block. DIRECTOR DECISION SDR 6-86 / V 5--86 oage 4 The applicant is providing all other half street improvements as required by City Code and tho development will be able to adequately accommodate pedostrian and vehicular traffic on the perimeter of the site. 5. Signage The applicant is proposing to install one 20 foot tall , 100 ,quare foot sign and the standard Code requirement' s allow for signs 20 foet in height. and 70 square feet in area. However, during the Site Development Review process Section 18 . 114 . 1.30 (g) (3) allow: up to an additional 50% increase in sign copy area for developments which have multiple tenants . The project will have four businesses and the proposed sign appears to be appropriate and it is consistent: with City standards 6. Pacific Highway Off-ramp to Commercial Street As part of a long r-ang(! plan to alleviate traffic circulation problems in the downtown area and on Pacific Highway, an exit ramp has been proposed from Pacific Highway adjacent to the subject property to Center Street and then on to Commercial Street.. The Engineering Division recommends that the development of this site does not preclude the eventual construction of this exit. DECISION The Planning Director approves SDR 6-86/V 5-86 subject to the following conditions: 1 UNLESS OTHERWI:E Noll-0, All CONDITION SHALL HE MCI PRIOR f0 ISSUANCE OF BUTLDING PERMITS, 7 Standard half- street improvements, including sidewalk, curb, wheelchair ramps, driveway apron, storm drainage, guard rail (partial frontage) and utility signali.zation relocation shall. be installed along the SW Pacific Hwy . frontage. Said improvements along SW Pacific Highway shall be built to Major Arterial standards and conform to the alignment of existing adjacent improvements and conditions of the State Highway Division permit . 3 . Standard half-street improvements including sidewalk, curb, pavement markings, wheelchair ramps, storm drainage and utility relocation shall be installed along the SW Greenburg Road frontage. Said improvements along SW Greenburg Road shall, be built to Major Collector standards and conform to the alignment of existinq adjacent improvements and conditions of the City' s Street Opening Pe; it. 4 . Standard half-street improvements including (partial frontage) sicri-lalk, curb, retaining wall driveway apron, storm drainage and utility relocation shall be installed alorn3 the SW Center Street frontage. Said improvements SW Center Street shall be built to Local Street standards and conform to the alignment of existing adjacent improvements and conditions of the Ci.ty,s Street Opening Permit . DIRECTOR DECISION SOR 6•-86 / V 5-06 Page 5 '>. Five (5) sets of plan- profile public improvement, construction plans 'and (1) itemized construction cost: estimate, stamped by a Registered Professional Civil Engineer, detailing all proposed public improvements shall be submitted to the Engineering Section For approval . 6 . Sanitary sewer connection details shall k,e provided as part of the public improvement plans. 7 . Construction of proposed public improvements shall not commence until after the Eoginenring Section has issued approved public improvements plans . The Section will require posting of a 1.00% Performance Bond, the payme;it of a permit fee and a sign installation fee. Also, the execution of a street opening permit shall occur, prior to, or concurrently with the issuance of approved public improvement plans. SEE THE ENCLOSED HANDOUT GIVING MORE SPECIFIC INFORMATION REGARDING FEE SCHEDULES, BONDING, AND AGREEMENTS. 9 . Additional right-of-way shall be dedicated to the Public at the Pacific Highwav Greenburg Road intersection to provide for a turning lane onto Pacific Highway from Greenburg Road. The description for said dedication shall be tied to the existing right--of- -ay centerline as established by Washington County, The dedication document shall be on City forms and approved by the Engineering Section. DEDICATION FORMS AND INSTRUCTIONS ARE ENCLOSED. 9. A permit shall be obtained by the applicant, for work proposed to be done within SW Pacific Highway from the State Highway Division. A copy of said permit shall be provided to the City. 10. V ,ual clearance at driveways and at intersections shall be provided for in accordance with Municipal CDde Chapter 18. 102. 11. . n traffic and pedestrian control pavement marking, signal and signing plan prepared by a registo., ed civil engineer, detailing a proposed marking, signal and signing impro%,ements shall be submi*ted to the Engineering Section for approval and to the State Highway Division for approval . `� 3�rrAlwrrq- {?Deed-~SfTaS I� no 13 . Concrete sidewalk shall be ir ;talled from the proposed driveway apron on Pacific Highway, alorq Pacific Highway, along Gre%nburg Road, along Center Street, to the proposed driveway apron on Center Stree - ..- 14. Relocation of any existing utilities, poles, pipes, wires, signals, signal loops, or any such equipment shall be of the expense of the applicant. S 0 S < `_j' (4 i o o DIRECTOR DECISION SDR 6-86 / V 5-86 Page 6 s + -1! -- -1 --4- A or 15. A revised site plan shall baa submit:ted for Community Development Director approval. which deletes the proposed driveway on Greenburg Road and illustrates the location of the proposed free standing sign. 1.6. A rovised landscaping plan shall be submitted for community Development Director approval which is consistent with Chapter 18, 102 Visual Clearance. Specifically, the two Red maple trees adjacent to the (No rater Street and Pacific. Highway driveways shall be deleted and verification shall be provided that. the mature height of other landscaping materials will be less than three feet. Also, the landscaped area shall not be reduced to less than 13 .5% of the total lot area 17. A landscaping plan, prepared by a landscape architect, shall be submitted for Community Dovelopment. Director approval which deals with the retaining wall including the following: a. Landscaping materials to screen all or most of the wall. b. Elevation drawing of the proposed retaining wall and plant materials. C . Landscaping material between the retaining wall and the curb, d . Reduction of wall height as much as practical , 18. Maintenance of the landscaping within the Center Street right-of-way shall be the responsibility of the applicant/property owner. 19. The one f-ee standing sign shall not exceed 1.00 sq. feet per side or a total of 2001 square feet. 20. Tax lots 1000, 1001, and 1100 shall, be. combined into one parcel . 21. This approval is valid if exercised within one year of the final aatr nrited below. D. PROCEDURE 1 Nodi ce: Noti.cF was published in the newspaper, posted st City Hall and mailod to: XX_ _ Tiie applicant. & owners �XX _� owners of record within the required distance _ XX Thu affected Neighborhu--d Planning Organization X:'____,__ Affected governmental agencies 2. Final�Decis.on: THE DECISION SHALL BE. FINAL. ONMar.h 25, 1986 UNLESS AN APPEAL IS F ILED. -- ----- DIRECTOR UECl:SION SDR 6--86 / V 5-86 Page 7 I . Appeal: Any party to the decision may appral this decision in accordance with Section 18.32.290(A) and Section 18.32.370 of the Community Development Code which provides that a written appeal must be filed with the CITY RECORDER within 10 days after notice is given and sent. The deadline for filing of an appeal i.3 2: 30 P.M. March 25. 1986 4 . - uest.io-ns: If you have any questions, please call the City of Tigard Planning Department, Tigard City Hall, 12755 SW Ash, PO Box 23397, 'Tigard, Oregon 97223, 639-4171 . PREPA E BY: ith iden, Senior Planner- DA William A. Monahan, Director of Community Development DATE APPROVED (KSL:2418P/dmj) CA 1, r � � _T I DIRECTOR DECISION SDR 6-86 / V 5-86 Page 8 TRAFFIC IMPACT STUDY FOR 6f► MINUTE TUNE DEVELOPMENT S.W. PACIFIC HIGHW,",Y (99W) AND GREENBURG ROAD TIGARD, OREGON Prepared for Gramore, Inc. March, 1986 PROF 10, 1p NF�J'fO� rGQ►i Y D. KAZi �t71,,ti1�,1't` I L VN I INTRODUCTION Scope of Study This study was undertaken to analyze the traffic impacts associe:Pd with the proposed development of the 60 Minute Tune retail project located at the north vest corner of S.W. Pacific Highway (99W) and S.W. Greenburg Road in Tigard, Oregon. ;=igure 1 shows the general location of the project site. Specific issues discussed in this report include: Trip characteristics expected from the site for the proposed development. o Site access location and operations. Traffic impacts to adjacent -treets. Internal site circulation. This study was prepared following the guidelines set forth in the Oregon State Highway Division "Minimum Requirements for Traffic Reports -- Proposed Development" and discussions with City of Tigard planning department. Project Description This proposed project consists of two separate structures containing 9,100 square feet of retail space. Twenty-five (25) parking spaces will be provided on the site. Three access/drive way(%) have been originally proposed for the site and will be discussed later in this report. Figure 2 :,hows the proposed site plan for the property. The developer is in the process of securing leases For the floor space designated Retail/Service 'A' and V. Possible tenants include other autornotive-related retail operators to compliment the 60 Minute Tune and carwash facilities. The commercial zoning does allow otlier retail uses, so for the purpose-, of this report a "worst case" condition in termF site generated traffic, will be analyzed. The "worst case" condition included 4,350 square feet of convenience store/specialty retail use, 2,450 square feet of the 60 Minute Tune retail space and 2,300 square feet of the carwash facility. EXISTING CONDITIONS Adjacent Land Uses The project site presently contains a copy shop, a radio and television repair shop, a small furniture shop and a vacant retail space. A single-family home is located at the northeast portion of the site. Northerly across Center Street is a dress shop in a two story residence. Easterly across S.W. Greenburg Road is a branch of the Oregon Bank with two drive-thru exits. Southerly across Highway 99W is a small piece of iandscaped land. Adjacent Street Network S.W. Greenburg Road is a two way north-south local collector linking port,ons of Tigard, southwest Portland, Metzger and Progress to Main Street in Tigard. Intersecting Highway 99W at the site under consideration, Greenburg; Road is a two-way strr.et consisting of an exclusive right turn lane and -3 through traffic/left turn lane in both directions. Highway 1�71,,ti1.1'&I 11,VNI 99W is a two-w, y east-west state highway consisting of five designated lanes west of the intersection with Greenburg Road and six lanes on the east of the Greenburg intersection. Highway 99W has our lanes approaching the intersection from the east with exclusive right turn and left turn IL nes and two through lanes. This ,.de of the street is separated by a one foot wide concrete i iedian. The Highway 99W approach from west has an exclusive left turn lane with two lanes fk r straight through and right turn movements. This street has a posted 40 mile per hour sp.-ed limit and parking is not permitted adjacent to the site. The described intersection is currently controlled by actuated signals. The five-phase signal operation has an approximate 120 second cycle. Fire pre-emption controlled signal heads are located on the Highway 99W approaches. The traffic and pedestrian signal heads are mourited :,n mast arm supports. Traffic Volumes and Peak :lour Operations ro obtain existing traffic count data on the adjacent streets, Wilsey do Ham conducted peak hour turn movement counts at t:,e Highway 99/Greenberg Road intersection on Thursday, March 6, 1986. Driveway usage -punt data at the present site during the rush hour was collected on Monday, March 10, 1981 during the p.m. D(-,-.K hour. Figure � shows the existing p.mpeak hour traffic movements at the Highway '9911'/Greenburg Road and Greenburg Roa6/Center Street intersections. From the traffic count data it was deten..ined that the p.m. peak hour (4:25 to 5:25) would be typically the period of highest volumes on the streets adjacent to the project site. The intersection capacity analyses to be perforrned in the study will examine traffic operations only during the p.m. peak hour. The current level o,: service of pan. peak hour traffic operations was .lculated at the two key intersections adjacent to the site. The signalized Highway 99W/Greenburg Road Intersection was analyzed utilizing the operations and design critical movement technique described in the Transportation Research Circular No. 212, Interim Materials on Hig w� Capacity. The stop sign controlled Greenburg Road/Center Street intersection operations were analyzed using the CAPCALC microcomputer software developed by Roger Creighton Associates, Inc. The existing p.m. peak hour level of service at the Highway 99W/Greenburg Road ;ntersec.tion is 'D', with a corresponding volume to capacity ratio of 0.81. The north and south approaches of Greenburg Road currently operates at level of service 'A', while the Center Street approaches operate at level of service 'D' during the p.m. peak hour. (Capacity analysis worksheets are included at the back of this report.) Level of services for a particular road,.,,ay or intersection is a qualitative measure of various factors which influence traffic operations. The factor which influence the traffic operations include speed, travel time, traffic interuptions, freedorn to maneuver, driver comfort, safety and vehicle operating costs. Six levels of service have been established and are designated to the letters A through F, providing the best to worst service in terms of driver satisfaction. Fr signalized intersections, the level of service is generally evaluated in terms of an equivalent range of a quantitative measure, the volume/capacity (v/c) ratio. The level of service D, with a corresponding v/c ratio range of 0.8 - 0.9, is the desired level of service for design by ODOT and the City of Tigard. For unsignalized intersections, the levej of service is evaluated in terms of reserved capacity at each approach to the intersection. The level of service E. with a corresponding reserve capacity 0 to 10 vehicles is acceptable for the minor street approaches, if signal warrant conditions are not met. NNIIISENx 1 i.V.NI Transit Tri-Met busline numbers 5 and 77 serve the site every 15-30 minutes during weekdays. These lines provide transportation to downtown Portland and Lake Oswego. FUTURE TRAFFIC CONDITIONS Due to the existing intensity of development in the vicinity of the project site, no major changes in the traffic characteristics along Highway 99W and Greenburg Road is anticipated. Historically, traffic volumes on Highway 99W has grown annually at a rate of about 2 percent. The proposed project is scheduled to be completed by early summer of this year and the existing businesses will be closed as Boor, as construr_tion begins. F r the purroses of this report, the existing peak hour volumes will be used as the base case volurnes. Site-Generated Traffic Forecasts The Institute of Transportation Engineers Trip Generation Report, Third Edition code numbers 8:4 (Specialty Retail Center), 846 (Car Wash) and 851 (Convenience Market) were used to eFtimate the average weekday peak hour trip-ends to be generated by the proposed develonr;ient. The trip generation characteristics for the 60 Minute Tune facility were not available from the ITE report, so the generation rates used in this report are based on count data from an existing 60 Minute Tune facility in Vancouver, Washington. Table l shows the gross number of p.m. peak hour trips that are expected to be generated by two development mixes of possible tenants. As previously discussed, this study will examine a "worst case" condition in terms of the site-generated traffic volumes. The development mix 'A' will be utilized during the remainder of this study since the convenience market use is expected to generate about ten (10) times as many trips as a specialty retail or automotive retail stare. Table l also she- s the significant affi=lnt of the site generated traffic that would be attracted from t;..: existing traffic flows passing the site. According to the ITE Report 4596 of the convenience market trips and 5896 of the car wash trips would be comprised of motorists already on Highway 99W and Greenburg Road. NVIl,,SLY& I LLN1 TABLE 1 60 MINUTE TURN DEVELOPMENT - TIGARD TRIP GENERATION PM PEAK HOUR TRIPS LAND USE SIZE(GSF) GROSS DIVERTED NET IN OUT IN OUT IN OUT DEVELOPMENT MIX A 1. 60 Minute Tune 1 ,210 3 3 - - 3 3 2. Car Wash 2,100 55 55 32 32 23 23 3. Convenience Market 2,250 52 52 23 23 29 29 4. Specially Retail 2,100 5 5 = = 5 5 Total 7,660 115 115 55 55 60 60 DEVELOPMENT MIX B 1. 60 'Minute Tune ,210 3 3 - - 3 3 2. Car Wash ?,100 55 55 32 32 23 : 3 3. Specialty Retail x,350 _12 12 3 3 9 9 Total 7,660 70 70 35 35 35 35 Notes: 1. GSF = Gross square feet of building 2. Source: ITE Trip Generation Report, Third Edition The site generated trips were distributed to the surrounding area using the following general directional distribution: North - 30% South - 2090 East - 34% West - 169; This directional distribution is based on population estimates developed by METRO and the percentage of passing traffic volumes on the adjacent street system. Alter7iative Site Access Plans Two alternative site access plans have been examined to identify traffic impacts of the proposed development. , cess Plan I consists of the driveway locations and turn movernents allowed as shown in Figure 2. Observations of the turn movements into and out of the existing site development, which close:y match the movements allowed .in Access Plan 1, indicate the follo.ving: - No left turns were made out of the Highway 99W or Greenburg Road driveways during the p.m. peak period due to the high volume of opposing traffic and limited gaps. NN71„tiE),& 11.101 1 910ii GRADING & DMNAGE PLAN , c� I G A QIJA I NAGE FTEs _ 6i 41 1. All workmanship and materials shall conform to the "1980 Standard j Specifications and Drawings for Public Works Construction," Oregon U e Chapter APWA. - n � 2. All exlstir�y ut', Ilty elevations and locations shall be verified prior � Q 4 to connection. The Informatlooi shown Is based on best available public , O records. Ac'ual location may vary Ir3. All storm drain pipe and flftings shall be galvanized corrugated steel (16 ga. ) conforming to the requirems.its of AASHTO Mai; or M167 with Q I bituminous coating. 4. Ail new pipe connecting roof drainage to the storm drain system shall I-X.I ST. SD CB NEIL �B #7 j� g4' ` be PVC (SDR-35) conforming to the requirements of ASTM D3034. This 06 ' 00 TO BE I2I:M(�VF L� - ---- - ---- � \ pipe shell be sized and sloped per Table D-2 of the Oregon State RIM = .99.28 TYPE~- 48" DIA. PRECAST Plumbing Specialty Code. . - - I.E.- 187.69 (12") W/OIL POLLUTION CONTROL DEVIC 0� T.E.= 187.03 (18") RIM = 191..50 \�\ / EX1S'I'. SD N.H. Ft r ! I.E.= 182.74 t12"1vL) I.E.= 188. 17 (4" NE & SI.',) RIM-7-i-9428 I.£.= 1E5. 12 (1'2" 5W IN) �Cb • ' I.E. = 188.50 (18") I.E.= 183. 1"2 (12" sw- WT) T.E.- 179.76 (24" S41) v I.E.= 170.68 (24" NW) EXIST. SD M.11. �- I �� / ', \ Y, I.E.= ]90.27 (8" S) m RIM=� . 0 C. _ I I.E.= 186.50 (18") g1 \ I.E.= 179.61 (24" NE) ci �' 9� �/ ; s m .. I.E.= 179. 90 (24" 5W) � �� ti°� ___- ,D ci 41 NEW CB # 80 TYPE - 48' DTA. PRECAST dr• r43 00 010 ca ; Z FIM = 193.80r I.I .= 136.55 (8") I.E.= 186.22 (12") \ \ 9 -.5 A� \' �� . - o\ :. „ CMP \°' \ � F. \2 �a cj` �.�✓`r n�� a k a'L ao' ij � I -. NE CB # 6 NEW QB #4 _ g - 2d TYPE - TiGARD STD. �, ` �� "- �': / �, `-- / TYPE - TIGARD 3rD. RIM = 1».U U 6 p / Q \� O i 1 1 \ / RIM = 19 4. 14 I.E.= 190.33 (B" M,,) �� / �. ? I,\�� I.E.= 191.47 I.E.- 190.67 (4" SE) "J \0 8� i °j 1 C. 'L1 43 193 EIV 9 1 j 0 co CP 1�p ��Itp �� MPS - Miy \ '• •� Lr N 0�` T'M E 1 ! \� r 194 �.. 1 \ O'J. 1, \ do \AV r ` /-- _ �� `L, • T p� NEVA �� 'PVC p S �� / 7 EXIST SD OUTIA-T � + /� T � � \?7 i' - � LiE� o o M\11 I \ NEW 4°PVC SD ��1 I.I .= 179.55 (24" r1I':) �1N • / g•� �j1 A� 2 9�� AT 2%, MIN . A \\ !� �� C eke 05. sz (3 Ib � F.' \� U U? Ile '� X92 �a' Is"BI �'.i ,�+ _ i ` s � ?ZpPY , `� / C 0 4 per., // 1 � r /� ' I \d� ✓ r / /9� i/ �'�` _ �. 3 1 P\�. r�K �,vSL r/ / -- NEW CB #2 --_ - -�- 1• ;' 1� TYPE - 'I iC'�W- _ STD. \� , i ! RIM = 19'4.00 A9!' I.E.= 190.23 o ` - --=� �� ,/, � , �S g� ----.lir �- ""'i \°� `' .••1 r ,i► / l _ -- \ o, \ n 1 / '� 1 1! [93.00\ �♦ \� o i o i SD`�IA� 2Yo NL'W DRAIN BOX N , 1 10 LYNCH - 2 4" DE i 1 1 I t \ 1 ( \� O � 8 L , .- - 3" OUTLET 'PH "()NC . 96 4r'ALL TO SW 1 \ 1 I ♦ 1 \`� I / F. - y ,=:�'' 1 s� \ - `° • RIM = 191.5G1 \ \ \` ` \\ ►` 8 u a \10 /'/ o° CAR WASH `�? \ ` \ \� \ 1 - - �/ =, l" M� ° f \ � �/ �\ tib' _ - \a\ \ah goo I FF, = 196.00 c / - CON L'RAC?OI: TO 1V;3U RI SLOPE FRC iplL i \ NOTE: `\ / \� `� tjU ILD114G F' 'T/pOSI�TIVE; DRAINAGE i iiN ^� co � ' •S :>r � ' � ` \ y m °',C CL � ..� ,. ; v as f • - -- - Tr CROSS \� p < 3 6� 3T 13$ f LN1 II�DIZII�"I - -- ' .��,Fr' WALK o � a _ _-- - •1a�a........mss _ 1� - - __ \ - -_.-----__ _ _ - _ A f- ST 190 _ __ _ - - _ - - - _ 195 --_. _ - -- _ __ - _ _ -- - _ ,,.. _ - � v .9 (_ _ _ -- - -- -- _ Qj �- ----v= SLOPE CURB a GUTTER 6 o TO RIND �_� - -\�1 \ ,�, n -- - _-� CP Ib 0 / C40 15 \�e \4 16 HWY'tft. 17 _.-.40 0 �._._\.. - - 8 � - ___ R �� \ � g1 ° LU FUG LINE or 0- 0 co c a GUARD RAIL '` --- \ -_--- - NEW CB #3 NEW CB #1 (LOCATE 2' FROM R/W LINE) \ Q PEDESTRLAN 2 _-- � SIGNAL TYPE - 48' DIA. PRECAST TYPE - ODOT G-2 ✓ RIM = 196.00 CROSSWALIZ \ STD. � RIM 197.50 EXIST. SD CB I.E.- 188.23 (8" NE & 8" NW) I.E.= 194.50 (12") F0 BE REMOVED S.Tr''NAL O -- - -- 0 9 I.E.= 193.00 (12 EAST) RIM = 196.58 / M � L.L.- .192.08 _ 1 - \ 01V) a D MV e ®a t8 � ' 00 N T OPN PERMIT NO. 23? n=' l � ° r 5 OFSTAMP a _.. _..w .., . . •,.+M,Mun........... ,_.,�„ •*M. •.wFn!.»•.nr-,..,..,-........ ,.... ,..- .. s.,-w�.., •.•�,e;c .-.4.M�. •, . .. -_ �«..y'KI�-R..4 �at'••'"�.""" _ _ - �'-"'. .. __5: "_". 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I I . . . . . . . .�-_ .�._ . . I , - WWW!-, . .* : , * *1 : *. ., ' . . CL I I . . . . . . . . . . . . . . . . : . . . . I * *. ,. * . . . . I : . . . . . . . . . . . . : : . . . . . . . . . . . . I . . . . . . . . . . . . . . . � � I . : * . . . I . . . . . . : . . : . : . . . . . : . . : : . . : : . I . . . . . . . . . . . : . . . : : I - . . . . . . . I . _. . : : : : : : ' ' . I . . . . I . . . . . . ._. . . I I , . . � ' * . . . . , * ,Milo- : , * . , , . . . . . . . . . . . . 1. I . . 11 i�. : : ' ' . . 1 . I I . . . 1 . . . . . . . I . . . . 1 . I . . . . . . . I POW . , : * . . . ��;w� . . . . . I. . . * , ,'�k.* P" :sb� (td 13� 'AkANWKEW - ow. - I I - - - � �_� . - - I - : L-_� -: 1: : . . . . . . . ! * . . . . . . . . . . . * : * . . . . . , I , * � , , * * , , . . * . , ., . ., : : : : : : : : : : : : , : : , ., ., . . . . . . . . . : , . : . . . I i * , , *.;..;.-r:I . . . . . . . . . . . I . . . . . . . . : - - : . . - : - . . . . I . . . . .41100. . . . . . I . . . . 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'"..1-- L "' � ' ' I- . . I-. � I __ __.. - � . - - - '--- I �---------L L_. � ------- _....- - .1- . - ___ � �:� ....�,j- 11 I . _�._�,Ic.,I,�;......L -41,.. -11-11 . ________ _ __ .1 .1 . -...--1-- - L I—- . - . -1 I - - I . I LL .- I About ten (10) vehicles used the site as a by-pass to the left turn movement at I ine Highway 99W/Greenburg intersection. Only one vehicle exited the site from the Greenburg Road access driveway. - No vehicles *;n ned left into the site from Greenburg Road. Due to these existing rnutorist tendencies, Access Plan 2 was developed to improve potential conflict areas. Access Plan 2 has the same driveway locations and configurations on the Center 5tr'eet and Highway 99W sides as Access Plan 1. However, the Greenburg Road driveway has been modified to be a right turn in only driveway. A right turn in driveway on Greenhurg Road allows customers to enter at the front of the buildings without having to go through the Highway 99W/Greenburg intersection. The site generated trips were assigned to the site driveways (Access Plan 2) and the adjacent intersections as shown in Figure 4. Figure 5 illustrates the total traffic volurnes at the adjacent intersections with the proposed development. Traffic Operations Analysis I'he p.m. peak hour operations, with the total traffic volumes, at the Highway Vii/Greenburg Road and Greenburg Road/Center Street intersections were analysed using the intersection capacity techniques previously discussed. The Highway 99W/Greenburg Road intersection would continue to operate at a level of service 'D' with a corresponding v/c of 0.85. The Greenburg Road/Center Street intersection is expected to operate at level of service 'A' for the north and south approaches, 'C' for the west: approach and 'C' for the east approach. The weighted average level of service for the intersection would remain at 'A'. A traffic signal warrant analysis was conducted for this intersection, but current plus sate-generated traffic volumes do not meet the rninirnum volume requirernents to warrant signalization. Review of Site Phan and On-Site Circulatio,i Access Plan 1, the original site plan, was examined to identify potential traffic impact The visual barrier of the retail space/GC Minute Tune building will minimize the number of by-pass trips currently using the existing site. (Motorists corning from the east and south will continue to use, almost exclusively, the Highway 99W driveway. The two existing driveways will be consolidated into a single driveway about 200 feet west of Greenburg Road. This driveway will be used by motorists corning from the west. The existing left turn storage bay striping will provide storage for the vehicles entering the site from the west. ( 'about one vehicle every two minutes.) The Center Street driveway will be relocated easterly to about 40 feet west of Greenburg Road, The !ight amount of traffic on Center Street should not impact the left turn Movements into the site. The relocation also minimizes the impacts to the site grading lirnitation:3 to the site. The proposed curbing shown in Gre,2nburg Road to prohibit left turn movements into and out of the site is not a desirable solution. This type of median barrier curb would probably become more of a traffic hazard than safety feature for the following reasons: - The narrowness of this curb is riot a typical median installation. Motorists do riot expect a small curb to be in the middle of the street. Also, visibility of S1.01 a small obstacle at night may be a hazard. The curb restricts bus and large truck turning movements onto Greenburg Road. To eliminate the potential hazard created by the median curb in Greenburg Road and to minimize turn movement conflicts at the Greenburg Road access driveway, Access Plan 2 was develrped. Access Plan 2 differs from the original site plan, in its modification to the Greenburg Road access driveway. This driveway would be designed as a right turn in driveway. Figure 6 illustrates the geometric design of the proposed Greenburg Road access driveway to accommodate only right turn in movements. Also, modifications to the proposed concrete island surrounding the existing traffic signal span wire pole are shown on F igure 6. CONCLUSIONS The traffic generated by the proposed 60 Minute Tune development will not adversely impact the traffic operations of the adjacent street system. By Zonsolidating the existing two Highway 99W driveways into a single driveway, eliminating the turn movements out of the site along Greenburg Road and minimizing the convenience of using the site as an illega! "left turn" by-pass route, the redevelopment of the site will reduce vehicle conflicts in the area. Th-2 p.m. peak hour operations at full development "worst case" conditions is expected to be within the acceptable level of service limits at both the Pacifc Highway (99W)/Greenburg Road and Greenburg/Center Street intersections. IAlI ISEN& 1 L1.N till > OIN ted Ir _ tt JK "I�o ru LYSE if CIN !w aMYEr No "^� CIN DE NNEtt o st � I ` 1 v rail4' I F FOM IT F v l I I N4 I SY r� rou n Q sYe x w S If F NJ Hi R 1y G 4 x— ns 6 . `uI�"r .s IIt� r.n �� •;—JF 4f • CI EaIM It 6 =II �1Ulilt M •�-1 p u�• 1 r INYr61.1 CACI, Calls CYIlIWOOU C—, nU JUAN " b ° «a I C o" , OR JNIII V I MaYfERA v �" MIF At Y C, ,u Wil,SW CAJIM n O ulAli MSIY 1tQ�w b CYC= [ ' ,c,w�ilo�o nom"I.1 I �U Y R Cl. fT f..I _ • r wNil n �N tri CT T -Ct W n 0 } F ma1i 10Y MACMr _ I TAY = ERI sora ( n > eV1C/1 tl� IWKM t� fITY A, AN ' Ncte r o^ •, O a Yn Q e UM[ _ � . I •'�� I ♦L"M'F f �`Bt`_1`Z. 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Q raNEl ff C ,N�tA IYS w %T i g a r ' .S r rY Al etw1N M •r� {r 7 CHIS,r = ` ,Arks No � CA N1 BILI `tk 'yvd r, `� ♦ vu"s s C00 IN / l C,� � Sw I'm Bull lv1 to "� / , ^=WU IYS silt t o/ 'B CHINA S `!LM�.IFJN IN _t,MYAA, T S W11'BBD !I ; `N BN -C =IYIFN Cl $1114ARDE ST "~ .F DNALDST L IlN05f CI �- Y r r Ir RAI — nNN ©0NflA � lu w 4�- r ✓� 'vN I I _ YY CI . `Z YOOC l! eFYON ) k rI� I r A RD r J 6 " SIV 9 ~ ''!� c ST TV C �' 1 6aNL51 y h KA I �. T_ rMi� I r irri, Ft I 00 CT S� N 1V� F ■ , RD Mr�cl $ �� f frrr1A� F{l "AD UNY ; a • ti f (l FIC.I.IRI 1 VIIf INII Y MAP �171.tti1,l'& 11.NIN I — i I E gl�llill,l� + tid�'1 \n 11 I t � �� 3.r�•.. " III: I I I Q��` \1� ` N�. `i,a.f'• lr•� - 1 k lii'ilhii;id II r�41 �I\I�111� ��►"�� .t..r�*T,I�.�i,'� IEIIIII II III �•_ Y I _ : �A�-..,, �� _.r. �I 1 1111111 I •\\ - _ <�`•I ry•' -� I I I 47 I j r- 41 '+I Fit!F 9 wt p t i IPI •` ��\�� I-- ,� `/ t�PP � ij m il y m .. ' ,\ ji 31 .P f rose 8arghausen r �. =,T"' mkMor�ria "'"' %ITF OfVfLOPMEM PIAN suitingEngine enc. 4 cmuYMc.." X70 60 MNL TUNE RETAIL MoAcr 9 I03W s w Qwniy Rood 1 1 I..r n..+r.�....,A irgw�wuq rw.Ul►w --u- •-- Perwq 64n •n:a FIGURE 2.r SITE PLAN NVI l,LSEX& 11,VN 1 N. U o o 10 do Low I CENTER ST. 10 �1 n m fm z X C) X 0 o N t zoo HWY. 99 W. 170 830 _ w o 10 FIGURE3. EXISTING TRAFFIC `✓OLUMES (IN PASSEGER CAR EQUIVALENTS) �1'Il,,til�a't� I Ll�l N. v� U� CENTER ST. Cri 1 o � m m C" n U N N � 0 65 � HW Y. 99 W. 30 N �n 0 vc�uNE.S tN PARE.NZNESES REPRESE�.iT THE NE7 TRAFFIC VOLUME- FIGURE 4. SITE GENERATED TRAFFIC VOLUMES N. 'C -70 O 4 p 10 10 40 CENTER ST. �o m O� 0� 7,1 O � n rn rn Z C 210` 1 HWY. 99 W. -30 1w 10 FIGURE 5. TRAFFIC VOLUMES W/DEVELOPMENT (CONVENIENT MARKET) PAR \ )WER POl iU FIE RELOCATED C cY P.G. E. X / 00 ' 1"iEW " ' SIDEWAL.K AT qEW A.C. PAVI \ 2 \ z I qF ' R W DEDICAT. ROVIDED T; CIT' I 2.5' LANCS�-Al �a p- CURB ANDD SID] 3� z5 A5 S NA T \ ' W \ i SS i:%NDSt_%.nl: ARG \ \ � cAPE 'TRIP S 62' 371219 \ \` ------ 1 TP.Af'F � � . . ��CR055t•Ir,.ri. S I :Y ---"" C�Ir FIGURE 6. RECOMMENDED SITE PLAN MODIFICATIONS \\'l I,,til a'it 11,V.\ Critical Movement Analysis: OPERATIONS AND DESIGN ;alculation Form 2 f4tersection _-w k—'-Nc1FIc4I6Nwa4, 99w 6QEE_oauW_,RVAp Design Hour "RH PEkY, _ Problem Statement Exisna6 CJDNDIT1M4S (19a6)i Step 1. Identify Lane Geometry Step S. Develop Pumagtrr Car Step 8. Step 9a. N Approach 3 Volumes (FCY) in pch Calculate Approach 3 Lane T ? In _F_ RT : 210 Adjusted Volumes Volumes VN-1FIC- 011M1Y q9W� TH = Roc) Total Adjusted No. PCV 11 Move- PCV PCV of per �-- k— t" 2 I-T = X85 ment (Step 7) U W U.W.PCV Lanes Lane U - �!L <— 0 B I 31 S 1 315 < vl u $ Al `125 t Z 4(13 CL< a A2 1335 2 bGB A32i!ir �` ?_q5 ► Z95 Approach 4 LT , 110 I " B3 _ IB0 I ISO T"Step 2. Identify Hourly Volumes rAsnuMES aToor ATRT= Io(HV) in vph O I mI '0 Approach 3 �T 7� Approach 4 J LFAST 1(010 PV n I ¢�-6� TH =�I � Step 6. Calculate Pernod Volumes .Step 9b. Volume Adjustment for a, LB=_ LT ==__�O_ (PV) in pch Multiphase Signal Overlap Approach 3 PHF p.9Q Possible Volume Adjusted T,2,6% r lP �1 r Probable Critical Carryover Critical SI m U I SI !1`� RT _ 735` Phase Volume to next Volume LB= 0 0 - in pch _phau in pch T= 1.8% o TH = 1;35 CL U. ~ _ 81$7_ 190(g L) 315 190(11t) 1 10 < LB=. ),Icy a ¢ �- LT = 315 - az gl 1zs(tst) �,io-IZ5(Ai) IZL� LT* 1_t��. T= I G N _ r U AI 014,7.. 545 (AZ-) TH- SOS LB- U-11 SI54� -- c 0 RT- IU �proach 4 1 F Cr < ` ^3 Z9S - Z9S Step 3. Identify Phasing S 4) PHF =° 90 A4 83 ISO - ISO C7DI B2 �� /►1 A2 Al yA3+ LT -i'10 C�J A2.*-A4 4 TH --325 _ Step 10. Sum of Critical Al 82, 13 D4 RT = it' _ 71ppr0ac Q. J ~ ¢ Volumes `-B3-,, Ste 7, Turn Adjustments 3l5 _, X45 zis �A2 B1 �T A4 b3 P / la0 Rz,04 V. _E I�3S pch Step 41. Left Turn Check Approach Approach Movement Step 11. Intersection Level of a Numlxr of 1 P 3 4 sEXaw.ZE Service lurn change intervals Turn volume (compare Step 10 with Table 6) b per hour c pgQACE oR (PV from Step 6► NbtJ- pEO PppS t lura opacity 7� on change interval, Opposing vol.in VIS �I U to vph N 3-OPPOSEb vph from Step 2 C G/C Ped.vol/hour Ratio DEFT TURJJS Step 12. Recalculate d Opposing volume PGE LT from PREr�E1JT�� in vph Table J Geometric Change _ I eft turn LT vol in pchPacFoUN� AT Sigrid Change —' �L1'"n.i O° PCE RT from teen,in vph ){� D p�,< `�`5 Tablr 4 t turn 'THIS I►�1ERSECTI Volume Change apacny in vph RT vol in pch b e) TH vol.in pch Comments Left turn volume from Step 6 m vph h II volume >capac- Total PCV in pch "Y1g)fl, WILSEY 1, HAM -- PORTLAND. OR EXISTING CONDITIONS GRNCNTF'M86 GF.EENEURG ROAD GREENBURG ROAD /11/86 CENTER STREET CENTER STREET AVERAGE WEEI.:DAY PM F'EA1. 1986 VOLUME ALLOCATION TO LANES TRAFFIC LANE 1 LANE 2 LANE - LANE 4 FROM L S R L S R L S R L S R NORTH 70 57o _ C) EAST 4() Iii 70 SOUTH 10 460 60 0 17 WEST 10 5 10 0 UNSIGNALIZED TRAFFIC FROM LANE 1 LANE LANE 7 LANE 4 NORTH RESERVE CAPACITY LEVEL OF SERVICE A v IEIGN�ED AVERPCaE LOS EAST RESERVE CAPACITY 1ri4 LEVEL OF SERVICE Dcs Izv 53o rr zS 625 1280/+ 1�4�iz�r (el3�lz9o�+1 `IZ80 s SOUTH RESERVE Cr1F'ACITY 67 LEVEL OF SERVICE A j�zeis + 1D+ Z11 + 3 WEST RESERVE CAPACITY1-4 LEVEL OF SERVICE MAJOR STREET - NORIP/SOUTH r Critical Movement Analysis: OPERATIONS AND DESIGN .,alculation Form 2 J�tersection (9%0)A6RE:.Ex-3T3u9G-9-DAo Design Hour p,M. PEA.K Problem Statement watt "PR-opo eb DEVE�,DPM�1.lT Step 1. entify Lar,? Geometry Step S. Develop Passenger Car Step t. Step 9a. Approach 1 Volumes (PCV) in pch F Calculate Approach 3 Lone I ) y —T L-I;ZZS Adjusted Volumes Volur..ies I Total Adjusted No. PCV Move. PCV PCV of per ou F f ment (Step 7) U W U=W=PCV Lanes 1-2ne tom. d*P — u Q H "� 3 _-0 t� o �1 315 I 319 a �—�" -- f a c c m BZ 190 1 190 _ o 0 Q. ;� a 1 9Z5 Z. 463 AZ. I3¢,p 2 X80 Approach 4 LT =_ 170 ;� N�O A3 B4 38o I 38Ct = 3A — rn Step 2. Identify TH Hourly Volumes RT �p A4B3 M 195 I 195 (HV) in vph N Approach 3Approach 4 ¢ ASSUNE� AT LEAST 145 RTDR nC1 — —F-- a RT = ?�S _ T= 1 TH =j7O5_ Step 6. Calculate Period Volumes Step 9b. Volume Adjustment for is Q LB= U LT =_. _ (PV) in pch Multiphase Signal Overlap Approach 1 PHF = 0.90 Possible Volume Adjusted Ts 2 b ev q i �I„I Probable Volum Carryover next CntVolume Vll _�— 235 Phase in pch p neat Volume f rn RT=_ in h bass in pch L&_._ T= 1 o TH = 134th -- a U. Q 315 PA RZ 190(Br_) 3ts-11001) 1`0 P LB=_ c 0_ LT =—� =_ _ _4 7. o p = N A2.191 IZ5(%%) LT 1 r=5 �So-lt5(Az) 12�� roll 7I Nl a �SS TH° - LB= C n o Al AZ 5G5(Az) IC RT= 10 n n u n n Wp--pr6dch 4 -J <' < A3 B438co Step 3. Identify Phasing -5 PHF = o,90 0 _ o o AA e3 195 19S 06162 —+� AI A21, LT 190 0 ISI J A2.+-A4 ) �� _ Q Step 10. Sum of Critical A182 13 D4 RT=_ 1� _ 7CDproacn Q. Volumes A2al 1 A4 e3 Bt -811 Step 7. Turn Adjustments 315 , SSS , X60 19S B2—0 84 t. _ -- -- = 1446 pch Step I. Left Turn Check Approach Approach Movetn,-nl Step ll. Intersection Level of a.Number of 2 3 4 Turn SEPP,ApCfE. Service change intervals (compare Step 10 with Table 6) ppeerr hour Turn volume b lrft turn capacity SE-PAbR (PV from Step 6) �N. OPPOSEb V T� on change interval, Opposing vol.in �G: U in �� vph from Step 2 TUQWS 4T-E c G/C Ped vollhour flats" Step 12. Recalculate d.Apposing volume LE 1-T TOWS ARE PCE LT from in vph fable J Geometric Change C"turn LT.ol in pch tuy or FISCIJ7'_v 1"✓UfJD ATSignal Change en m vph PCE RT from I turn Foomb M Table 4 Volume Change opacity in vph TM15 RT vol.in pch �{IS INTERSECTIO►.) �. TH vol.in pch Comments g.Left turn volume I1.1�E_R.,CCTIWA from Step 6 n vph h II volume >apac- Total PCV in pch ity Ig)n' WILSEY & HAM — PORTLAND, OR 60 MINUTE TUNE DEVELOPMENT GPNCNTF86D GREE14BURG ROAD GREENFURG ROAD 3/11/86 CENTER STREET CENTER STREET AVERAGE WEEP:DAY FIM PEAK 1986 VOLUME ALLOCATION TO LANES TRAFFIC LANE 1 LFNE 2 LANE ? LANE 4 FROM L S R L S R L S R L. S R ------- -------------- -------------- -•-------------- -------------- NORTH 70 530 1 p 0 �i i i 0 0 ! i i o 0 EAST 4u 10 70 0 SOUTH 1() 460 60 i! 0 4 h i i i q 0 0 WEST 20 J OJ V G Q ii ii ii 0 0 UNSIGNALIZED TRAFFIC FROM LANE 1 LANE 2 LANE LAI',IE 4 NORTH RESERVE CAPACITY LEVEL OF SERVICE A WE1G44TE0 AVEfLNISE LOS c EAST RESERVE_ CAPACITY hH LEVEL OF SERVICE E x„25/13to 1* 68(Ito a SOUTH RESERVE CAPACITY _EVEL OF SERVICE A pig+ * 259 WEST RESERVE CAPACITY 161 LEVEL OF SERVICE D �5� (A) IHIJUR STREET - NORTH;SOUTH �r��•� r� ,, • •1 • �'Z. �. y'. 11.'1` " 1 a � i. � ��. f�`- �`- a:� I .�i !' ' , 1 '�w ,r� ��„_.�� 1 r1 .�.?4: ,, �L .�,_�. ., �. ;� 1� �.�, 1 _ i:� J 1 • � �- ':1� ��' '�� '� � # r- �'s+ ti,: ` ��r,. �. �, '�, ,� Y �%j .� •yu �i� 1 ° ��1�, ° � _, �.` c`. �� .r. , ,� .y i y i � �'r` t � � ,r . � , a . � r A 1', • � \� C_G� �u K C�C:I�-Sc� S,�i-Pc ._.._---_..---_ .mss �a..ti,. ,� -. , _ .. 3 �� '' x � .i cv�a 1 , ! �� +{P' 1 d �I i (GRAHAM COY/A Mr1/ BARRY A.CAIN Z Z4 0\to GRAMORE, INC. ti1lKt-"/C�� One Lincoln CE. ter. *470 �r 10300 S W Greenburg Rd Portland. OR 91223 (503) 2451976 U II II W cj -wat GV� ro / P �9. • / , P Aro s� ob 61 06 ;� / � J�``�� Yom'�\ -`_� •�G � i / ' `� a. App ___. . �0 F?�CC IT y �- _ a ro IPA ��a�� rr. �- � � �• �� } X16 4 '�--- kCD 00 151/ A\6-, r� cJl N r � � r to tL � . Ilk 44 y 4 ip �Q veo;, ,r O i NO'I'ES: 0.5' lig fJUitA l l. 1. METAL PARIS: 7' S1 2�5, 17' A. CORROSION RESISTANT OR Z 17 GALVANIZED OR ALUMINIZED TYPE. TOP OF t,;..LL B. IF GALVANIZED STEEL PIPE, EL V. FRAME and GRATE: F:T,F'�I. \ FRAME. and GRATE, TIGARD CITY STD. HAVE ASPHALT TREATMENT 1. 12' 12' WITH LOCKING BOLTS j ( l'1NI.; Il (;itll�l; - 2. FRAME AND LADDER OR STEPS ��, I:::;TRUDEI') OFFSET SO: CONC. ClJI2Li� ti11NDf�AII, �� „� . A/C PAVIyhI1:N'i' A. CLEANOUT GATE: IS VISIBLE CL =' FROM TOP. ° C� "` % c 1 YI3OSURt� w �i - B. CLIMBDOWN SPACE IS CLEAR E+ ( -_-' MIEN GATE I S DOM FASTEN - ¢ 1 ,'. CHAIN- 00# OPACITY SLACK IfBi, ! � 0. 5 MIN.- � � OF RISER � CLEANOUT GATE. AWi' POI 2" CLASS -- --� fA � COMPACTED GRANULAR F,�I' - — - - CHAIN TO FRAME � C. FRAME IS CLEAR OF CURB. U A/C' PAVEMENT o cca+ O 12"0 STANDPIPE-- ' - DRAINING BACKFILLGALVANIZED STEEL OR ALUMINUM 0 Q - - En COMPACTED, c',RANULr'\R, FREE DRAINING RACI:�'Tl� -_�-� �� CLEANOUT GATE: n A. SHEAR GATE, IitON BODY, BRONZE; MTD. PIPE SUPPORT— - OLYMPIC FDY. STD. OR, � ... 1 CONC. RETAINING WNLL. 211 CLE_R co (SEE DET. , SCHEDULE, AND B. LIFT GATE, NO. C/C/I-LIG, CASCADE CULVERT INC. , OR =T H < r No'rI;S `.'HIS SIiIET) 1 ' ' � � 711 1 {!'OSURE VERTICAL BARS �• O1I.EIt a DEVICE APPROVED BY l'NGINEER 'VG IN CONC. c __ I _._� EXIST. A/C I - SEE SCHEDULESAWCUT / TOP SLAB �' v CONTINUOUS DRA]NAGE — I PAVEMENT iD1LET PIPES ROCK - --- - - - - - - - - - --- --- A � 8 � �- 1.E. PER PLANS /:'"�; �+►^ �� STEPS CMP 1 11111 \ } CLASS 11811 A/C PAVEMENT CONTINU 5 DRAINAGE 1 '. :1�'�1 •� ROCK-, - - l" WEEP HOLES @ N TYPE 48"{Q -- --`--`_ul"'1 -�� z H 211 CRUSHED ROCK (3/411 MINUS) i-1_ 11 I 4 0 0.C. • TOP OF ING BAR_;_;, -_ FINISH GRADE PRECAST CONC. 1 12110 i --- �-- 8" CRUSHED ROCK (2" MINUS) � \.-� ^0` SEE SCI DULE �� `� � -'1 \ STANDPIPE c / -- - ----COMPACTED SUI3GRADE _ ,, � II #4 @ 12' (TYP.)-- Z CLEAR / ---------- TYPE 'I^11 CONC. CURB Section A TYPE 48"0 PPx:CAST CONC. 1/4 "= I - 0 �--3" CLEAR —I3(Y1"P�)1`i I`I'i;, l:!,1;V. I 70 - M � � CM ELEVATION VIEWPLAN VIEW V �� " TYPICAL RETAINING WALL CROSS SECTION CATCH BASIN r- z C � � AS N No. 7 W/ OIL POLLUTION DEVIC• „ C 101 20 H ADDITIONAL R/W DEED TO CITY /1 1 ON M 81 ) 0.1�' W O .51 221 CIO TO FACE OF BLDG. - � J _ ?-O"soprall 0-400ra+c. -: A C3 a. _ Int / u'. ZETA IN I NG WALL �`HF�ULE �l�^- 7" EXPOSURE - - - - - - - - - - - EXIST. A/C PAVEMENT- - - - TOP OF -VERTICAL FOOTING ,�\ �.. cs,c aSt � a w'' / SAWCUT N A B W C BARS BARS fir"�See 1+ -Ccnrooc►.aa 5 - BUILDING 1 ti• LE CM Jorrt yww O ChASS "B" A/C PAVEMENT 121-0" 41-6" 12" 71-10" 21-0" /'6 9 9 1/2" 06 @ 9 112" =Vultirim Aurm with CIV LL CRUSHED ROCK (3/4" MINUS) 111-011 41-0" 12" 71- 0" 21-0" 06 @13" 06 @ 13" _ z i0 3 L-- CRUSHED ROCK (2" MINUS) - ° S 4" CONC. WALT; COMPACTED SUBGRADE 101-0" 41-011 10" 61- 6" 1 '-6" 05 @ 9 1121' 05 @ 9 112" `- TYP "C" CONC. CURB - , m 0 m 91-0" 31-6" 10" 51- 9" 11-6" 05 @ 13" 05 @ 1311 < -�vrn :nq (n 2" CRUSHED ROCK (3/•I" '•l I NiJ5) � C.N. Grout � j �, 8 -Q" 31-0" 8" 41- 911 11-6" 05 @ 1311 05 @ 1311 NfQS11 C] SpK1f 1� I T . ':s, ere 3.cw � 71-0" 21-311 81' 31- 9" 1 1-6" 04 @ 12" 04 @ 12" ^ ` - Ste« slew• 0 o I `,�\ �(} 61-011 11-6" 8" 21- 9" ll-6" 04 @ 12" No STL log ¢ `�1_omfloc.�o suogrwe min 51-0" gn 8n Setion A- 01 -604 @ 121No ST-Section B �V ' 111 /4 1 -0 a � 41-0" 6" 8" 1 '- 7" 11-6" 04 @ 12" No STL L .Q-• i C — O 1 HANDRAIL DETAILM 4 u. 38' TO HIGHWAY 99 WEST 51 6r � H n 00 � C � L C4 •� C4 R TAINING WALL NOTES. a � C � 7" EXPOSURE - 1 . Qeslgn Loads h/C PAVIIIENT 1 LAJ TO BE REMOVED 1 Equivalent fluid weight of Soil - 45 PCF (active) W 3adEXIST. A/C PAVEMENT 200 PCF (passive 1 - `SAWCUT - - - - �- So i i bearing value a 2,500 PSF � � - -- - y x -- - - Coefficient of friction = 0.35 M � 4" CONC. WALK ` o .- ■� 2" CRUSHED ROCK (3/4" MINUS) ' f1c = 2 000 PSI TYPE "C" CONC. CURB & GUTTER N f G = 900 PSI C COMPACTED SUBGR ADE 5-sack mix -a y 12" CRUSHED BOCK (2" MINUS) Special Inspection required C x �1- 4" CRUSHED ROCK (3/4" MINUS) M O a 3. Relnforcln0 Steel a --- 4 CLASS IIB11 A/C PAVEMENT � N ASTM A615 Grade 60 �VF 01 r f = ars 30 psi N F� � Lap bars 30 bar diameters at spl 'ces � No splices permitted on vertical bars 12841 Section C-C 1/4 011N ORION a 0 � ► ,3 a94i 1L 1, c ST OPN PERN0. 237-86 i •�, ° 7 OF 9 G. 0 1"` 1 ,� r� .. ,„�,'�"`""'she" • :..',�'.1'. � r .: • _ :�r- �-- ... ..moi► of _ �t tl1 tit t 1 t 1 1 ► 1 t t t 1 �l 1 1 1 1 r i >l r t r f l ► I I ,. ''� -- --- - � I � I I I ( I I t � I I t � I I 1 � I I [ � 1 1� '�I � �� ' i I � I i I1�1I+ISI IItI�I��IIIIr1rIRIt11:II��Irltlt�tttlrllt�tl�l�t�l�t�l�l��l�lit�1lt�lfl��lil�i��tt�f�ll��ttllt� � i + y 2 3 4 5 8 7 B P II10 . NOTE: IF THIS MICROFILMED �----'Irr.. ---•- __ - - ------ . _ _ DRAWING IS LESS CLEAR THAN - �. THIS NOLICY OFTTI# ORIGIS UUE INAL DRAWING-�' of 6z ez Lz 92 S2 bz Ez ZZ Iz 0z 61 81 it 91 SI tvt EI ZI 11 01 • e It 9 S r E .. �" . ..'."� . ,,",. r1N�ttltlun�wiltnt�ultlHH{tndlut�tt11111tr�tlltltttt�»al> �j,��lt�lttt�ft!t�lltfltttf�ilM►I�Ntll ►e1 �gttltltl�IIII�11U�lll�llll�llllllim�lt�willu1�t111httt�trlthilll�WUU1uUU��IlIl111R11iU�u�IrH MARCH 30 19 92 ;rnpr '"7 (y 1,+;. '"i ,,( X, '''•d'1) 9,Fy r 1 .y7yy ,� 3 .. .. r 04011 Schedule of Plant Materials: Nyy�) �p�' ' / Landscape Specifications: �� w l� „I�•-�`-'1 � — I, Plant wwatarlals. ill Ont wether lots shall be WaArAyt.,n ors" Mo. I, �� I�� IT �- • �� ::10430,111 4ccurd40LO Wltn AAM $ t ander as. Plano enolI be nwol yurs, tree Ir�a1 dlsuu, posts, ser Indury. fk,al►Mar,y punt: M 1l .III fAJ/ D• acclfi,ll U. o s prwnb use yup yrlur iv. the If, site». SYDb11fw1luns oro sirunyly dl Kuwregee, •� +nit lcatq � z �� ////'''�I y�s•7 1F-,� W balled and Durlapp00; Cunt. Indicates cdbialtyr. • � �� I' 1 r�l �^ �Y•r r—+ `� • • ��L 7. l,.psol1. Scrw,", i4ndy lose tuD1Kf lar appru.•1 Cy owner. 9 �. V �1 MAX. 1V �p Planting Dar.tll l fur all plan, teat Ial. 1% e,l,ling boll, ' r - _ `�� t-�� _ `Utl uw■ tupsull, .51 .unpuwd steer tllMure, MI■ tnuruuynly, fb Q !� 4, bar&A. UAW and ufilmsarte/ IntA 11 I/!•I elnYb Ilse use nw■Ipcb � � �"��i� J 11 I 1 � }� v V 1 �` r Du► waa I hew «Uf films. 11 Z,��tt�f�../ Z 1 _ Z 4 F..�•T �,�13, I•'C.l L_L T� � •�_ (`�1-�,T T + � IA U� L S. Faltlllber. AgrtMpr eo6; fuw per tree, too per bnrub, one - per gtoundcrter A"few/ uuncet l4 u4.J h lnspleAltr por tree, � O N r 1 II two ounces 17 Or,I per :Arun, fY/Il III* lawn .111, an �pro•ad I1 �j :,los-r 6lene IOWA tertlllter of Dna rete rKCINn4a4 M OWM Iact,ror �f�r r!� � (�� •� / Ot the flow OI plentlnl;. a. ,�LL �j riwltluns 6. 1WDic Ia•. APplt pre-eosrybnl AYrtic lc• to •II 0.1►ting Ona f 1 I / AN yIN11r-4 /feY at tyAYl al lYr.I'y Ir unown"a role. A.t. 1. In',yectlun, It Is the c:Inh attq'6 ru6yuni161l lfy to rev lee J /"� �/I�7[��...I`•'/,..1 I`� 'rj�•v Ir>/I ' /\/I�'/, Ul.�i ILII I�`f 11 �/ ] \JJ iM site AP4 report oily JUu'•panr los to iM owner car the owner•s In•ta latlrr, !1 l•'/1' ..•-vt �r• r a/1(,L 2. / .1 �f��••ay�,1F.1r / reprasenNtir•. AIl plant roterlal Owed Ilnlsn•d grows we sY"1•ct V' C.��' ro approval Ly file crnwr. M•pelr and/or replace Itm6 as dlrected I. trees. Arrange irwes on eft• :n y•upusea lOc@,Ionb for approve) Cy c■nwr at nu addltlpllal c4Mf. ' by other. E■[.arate pit, p.1jr 400 ,11al P. per da1e11. All troves and wpyorts to N�WK'tleel, coQ 1 1 , Pru'Tc ticn. Saw and ""T� ell e■lsfing plontlnys bhu•n to I�/ I / / rsealn. 0o nut plant Il�N6 o/ other coilbiructlon up•raflonb J. Shrubs. E.catatr shfut 061*ti 61, Inc M: below. *Ad einlw N(�l-I�--I 1�`r 2,j+, I j-�'S �� A IT 9i1 Ir l i I �yy —r-1�1 r, / at, n I j: nr until 11 A (1►lt Dean bested 1: to D• Instal lyd, Dolce sett Dell dlwtn. Md f•verif J•r prior to 6PI&hj Ing. Z / 1„•f�L't,]t �i, I G_LLY (��n � �` I I�T1p16�_ II�hiC� du nu plan► until fM ►i!!A Aas t>tlen tested aAd ay yrurwU. Oagr gilt wynly slid lake ore yu prareM root /eedege. Plant t `^� •� 1 h�T 11��,,,,, 11 _ rgndle punto with care--do nut deffAw or Oro* up sett Dell. shrub► In lucalluns bnwn un plan In strwl gtt rowe--evenly 6paceo. -r- r I �// 1 I� F �-y� . Mulch all 1•nlln ase Net Ic a winlatae tvor:Acn D �—� S ?� V 1 � �.�V i 94� '/ D Y caliaclad WPfn. /� /I�I�,C1� I� A l 1 e� f. Wpalr. Our Ing the coww of twM, repair all erlsylny Planting J9 l„{� {'�•% j,L�,il_�� ,d. t;i r'l_-L/"1J,t�( ' O '�� / $rods by pl YnIrj owed growth, reest•6lloning linlsntd groat, f. Gruunacover. E.cavatb pits to elnlwr tnrae Inmos below. and V `t-��5 ,�-�/�/PN N P�4/ �` / Nj rewlcning to speclfld depth, and fruylng soll with an approved twice tr.d rout ball diameter !apyl wlnatalr 14 IacRe•1, Water • '�.._ �-'-� pro-wwa/petit herblclite. Repair any donee• Ic curbs• pawl ng, thut"lirly and tow cart is ensure that root crwn Is at pluper `. /I��I �1� a �y Ilgnting, truce* and atructurq to the Htls/Kilun of .nor, grew Otter wulcAlng. Mulch all groYnorovwr areas to •Wlnlrur _ 1..F�•'1/ �/1/ •1 PI—r �(��aa rye � at no ad4111una1 cYet. Ip-14CA Compacted "I'm m • PCdJ7/ �•,/ 4, Preparation lose plan•Ing. "of111 four Ir,cnws of nw Icpwll Into e■IN Ing loll to a alnl/Iw depth of twelve Inc nes Is all new pllpnting Ker. litlllpio all ruckb and tcwoijn oD jiect6 o.er W w• / f c- Inches In olalel•r. Add aolulltic Il.mtune In of l lawn r d•1 FLOWr!d'i4.16 6sJ'tir � ,/'� .r� _ :""Pt AIM U� area at lite rate of 100 ywnw. her 1,004 !quare feet. IF Ina {Yl Q M grade and prepare la sod0ll+g/p1a..v In6tNutlon. 1—II %MNL W&AL444 ,i / l I 1. YWrantae/W ntenardce. G. rantoa sll "I ant water dal fur a period CISAIll �• o Is- 0 1 of uM Bear Irdw 0a4n Ot final ",:,o ant• of the JW by owner, u�'[ -� Maintain all planting area until final •u..ploKe p) entire I. CI••r. up LU lint and cllpplrys, so-1 on .alas, drlve•ay6, Z job. Guarantee lawn wntll activJ growth Is evident, 41.0 cwDs, etc. Th. site ahald D• left in a Gi.-A 400 Oy�jiyy F,y,' 4.0m \ ' cuAdltlun. PA"ve all flay 1•b.1% fru, plant eaterfal. �� LI 040 dt!00T A6 4Ph-_'C> ��` II pia d►rxF4 �lb gill -f Qr 40 �4•.p.l�., / -`�',,a+ � GIs - _� \. / � / • ,rC /! �' r4�\'11�� '"�r� •tttt"nur1K I SHRUB XANTING a , ,,- 1 wog ro—SCALE � rf co0 \�� / J •� - 4. \C) } ms's �► / a- / \ d. • �. p CU Sa D [ Iz f1�L1•j�wf14! � - ii V. ` -'{ r ■ A,� -yam +•w / / S \ �_' �� / i C■4SIC�l � �f PO LOAF wT All, If WX HLAL,04 r / // \ l �. 9, 4 f1/►ltJTlNlf• d►G44+tLL Md `Y f' ,. / I • ,ser '�' • s / ? I ser r�' �' iZ�I.111f 1'17 S'wltaf• r•gl►J. To .r • 4 k� -- 111.4.�wtce -n++t Ac, NUR4_E3a_ �' N (O 5 ` \ + 9 / 0TTr' N.41.1 TI<�L I :+-I 116 I�I�•.I � Y 1 / 'r N 0—) DECIDUOUS TREE PLANTWO 1}4•-TST .. ;-- /.� ; , �. W), STALE 41/ r N 0 Pip + o +��'', ' + 1 \ _A 4 • i 11 Q I H / / / \ u N .It y / 1 CAR WAST I l / \ \ o - z I VYG/Qj �j�1 Qi alyd+" 'y t-i'1 1 1 VI�„'i��'i✓ ��el� A / / . d a \ I I' I tC ��i` ..•�` � --� / .}. �'. // r // , ,,, '� � d � •� d t1 ....7t` lily � ` 'p CRUSaWALi! \ ti''I Pd' HYDRANT'TPAFFIm t n A SIGNALC \ O o U < o — _ -- — — - �, t 190 � --_---- --- -- ---4- .,4 STD. \ -_ t ! — — ---- ---- �_ _—. - - - - - - -- - - - - - - - -- - - 195 _ _ .. c0 -�'t}Tili---- - - - - - - - - - - - - - - - - - y4` -_ t i o--�-- - _ -- --- Hl:Qk#�VMY49 WEST 0� IDW r Imo'), I Op as Ut C UA 4 1,; 0 c r - .QLr 1 0 PEDESTRIAN � ■�o � t S IGNALIr CRc)SSI�\I�IZ' \ STD. l �NL��-I�I-F I� sz�;�NAia 0 —c= me 3 o w L.. STD,. ° M 11 _._�CENTER STREET WALL ELEVATION: PROPOSEDLMDSCAP \98 CL 0 If E T (Typical) ooREATMENT o 0 v � .r ST 'IFN i REIT Nu . 6b WAM 1, r, � ,...•..a......�,,.... rn.D, •:toes- I � .. • 0000.,,.. ... 0000 �A ►' _:'�Sd-,...,..,J.-•.�„w,1�,a..w 00,00--.v..w._.. ,.....•.....•.,,«.....we.w�n.... �. i �' � � r � � i �liii�l � iii � iti �� ii Ililill � i�i1 Iiilllr IIililiiiii444444r14I444441 � r4444444444 � 444 r r� � I � I � I � t � l � Iv � � � I � II + � IIi � 11 `� � IllII, 11 .I � IIIr11.I � � II ' IIII � II ' J ' I ' � ' I ' � ' I I ' I ' � ' I ' I ' I ' I ' i ' I ' i + f NOTE: IF THIS MICROFILMED ( 2 3 4 5 6 7 8 9 IO 1 12 _ - DRAWING IS LESS CLEAR THAN THIS NOTICW IT IS DUE TO QUALITY OF THE ORIGINAL •• DRAWING. - --- -------- _ Oe ez 9z cz 9? sz rz Ez zz Iz 0z 61 ei if 91 of til EI zl II OI 6 9 t 9 s ti E z I>.Wt,�t �'"''" __.�_ .�<�. 11�duulunlu441n4414444h4��I��i��I��id��1�� ,�„+�Iw�a�I�+�Inul�Inlnlrll��►iu��l��u ,>�n�1�1►��nlllmlluulni�luulluilirnl�u�lw�wlui�I��I��I��Iml��mbw�luluuli�u�wlL�ul,Iu!�u�uuhi�� , MARCH 30 ` if 1991.Or IN" -- ._ , opo„ Z r IVI �s RKIV G PLANTRAFFIG CONTROS / PAV�MEVT _j I ,r s�rlvw�v cit/' ryrs s'�r � 7Z*P*W omz&x let is Cr A&E A/or7V A' _ o TA � CL - '� � . m W NINE �rPAarEo AMW rhiC elr.rC/), w > OF- 1 _20 All stripes or arrows are new unless yrs < � culled out as existing on this plan . ;,E Crrt' is Ce-,lE tln Y CL � � Q XCV14r/f►1A14 MIS I"ft^oll O EXIST. STOP SIcTy AAA& �/��S 7� A9�i�'� - OCC F_ PESIJEN'TIAL v 7V rAW AMPAMUo Ed oftAWI U C� Y m /'v its or iowr /A�■!/1�IDl/Ed, 11, EDGE OF PAVEMENT o Qi Q EXIST. "S'l'op" GIG^' ,/i .� '?'O BE REI+OCF,TED o t� PFLOCATED / OURB z STOP SIGN CO NtiTY.P.CIT�I. DRIVE!tiTAI'7 / EXIST. "RIGHT LANE MUST TURN RIGHT" SIGN TO RE REI:OC.n.TED TANEELCHATP. RAMP- =i Jai RFI,OCATED "P.I.GIIT LAl 1',,11ST \ Tl RIG_FIT" SIGN 04 Arte LANE t` • by O C14N WD Z W .r, ^ f__ m O /� I?AVFMENT , CUM-,CUM-, w ��, C U w E� U w Z 0 O l ANDSC1°E� STRIP -- -� �� `v O J Cc W T: ° 2 O o SICI_M�ALIO W O n O 033 0 ra�yy r- TIGARD AUTO STOP T pyo coMMERC:_AL rRIVEWAY---�2 NI•W "DO NOT ENTER" SIGN ---- RAMP LN T.ANDSCAPE STRIP 0 LL SICET^LAi \ \' TE ^11�EELCHAIR W1 �A T Fv d c 10 �9 O O U / H N NEW SINGLE WHITE �� m NEW "STOP" AND r Nr,w "KEEP RIGHT" SIGN \ CROSSWALK MARKER z > RELOCATED. "SPEED 40" mr "RIGHT TURN "NO PAPRING" SIGNIS -'"1 ONLY" SIGNS (� TRAFFIC ISLAND WITH T Tt-iEEIZHAIR RAMPS NEW UO NOT ENTER SIGN ------ —SIGNAL STAND rlaniiN:�i8 Toni 00 �� _ - -- — Y o 1C V d EXIST. "SPEED 40" PROP LNr: AND � o o v < a "NO P.AItKING" 5ICT?S Z'O -"---'� - 0_*Pill BE RELOCATED � \ SIDEWALK 'i'ItAF'FIC _- ISLAND I ■ GUARD RAIL CUR L AND GUli"fh,P -'�- SIGNAL STATTC)'-'J I T o==== \ EX_.ST. SINGLE SOLID WHITE LANE MARKED. , ]I'II IOG LINK ��.. ,01,11 \ OMMERCLAL DRIVLWrY b h .JC,W SINGIE EXIST. SINGLE S(?LI1 t^?RITE i0`G LINT. EXIST. SINGLE BPOKL:N? WHITE T'R�AFFC BUTTONS L�'QE MT`RKER E;'.1ST. SINGLE BROKEN WHITE TRAFFIC BU:'I'ONS LAME MAPKER o---a-� 4 0 --�--e --e a---�- o - e o o--a---e-�� -e-a-_ E• o -s a o-� s--e e- y H �- _ � EX;.t^_'. SINIC:I.E Su: ID Q� h - -_.e---a---e e- o--- e �---E► o--0--a a-� WHITE CROSSWALK -- ------ --' - y----- ---- i INF'RK=.R-` \ EXIST. SINGLE SOLID HhII'"E LP-NL; MRKL•'R — -- �- EXIST. UOUBI.E SOLID YF:LLC7TA DIVIDER J_/CROSS HATCHING d a ( V v -- - �. --- - EXIST. SINGI.F. SOLID �RIiITI= L11N1F MFRKEI�. �;?.}iIST. L'O['PLE 1.SOLIL' YELLOW DIVIDED a -- ■l M C � EXIST. SINGLE BROKEN ?^?BITE TRAFFIC BU'I'I'ON1 I STING SINGLE,' B�ROKp1_;^1HI�T-AF�IC�B�J'ITO IS LANE: MARKER C � .� E, e s ---e-a I o EXIST. SINGLE SOLD? WHITE FOG LINE cr--a-=- - m � UJRB .)APD RAIL-7 --. -- --- %� if Y• 9 W S'GNrA L, STANT) IM �+ s SIDET^inl K ___,_- --SIGNAL, STAND C y 19, masa SIGNAL STAND- CURD, S A. ti q' .,,''r� • yam`=,1' H �� mil a A 00 "T OPN PERMIT NO , 237-8640 Q r F 'a ~� ~ 2' �Igl�l1►.• ^ r .111,111 : Z t .... .... !l�Jt'- ,. •.+�uT!�lle-ter-. -'-, .Tt:,"'+tom'_ ..- _........ ._._ .._::-:.. .....,..,,N,�-- ,.aM�.wlilf+�1�L�•--..:_.._..__..� -.., _..._.,. __....,,:..._.. I[d irl I�lr r 1 'I l f i t i l l l l I ( I I , I ,IIiI � � � I � Itltjtltfilil it ( ili � ilil � l � ilif � l t NM: IF THIS M ICROF I I.AIED 7 9 g 10 11 -- DRAN'iNG IS LESS CLEAR THAN • THTS NOTII;Tr -lilt IS DUE TO -QUALITY OF THE ORIGINAL 1 . DRAM ING, — a'`� r.. QE dz 9z Lz 9? Sz rz Ez zz Iz 0z 61 91 m •1 91 ,`1 E1 ZI II 01 e 9 L 9 s M E z ,01••'• . ,�--' ��lfpl]lunfuulunfunlanit'min�ulurr{rralnulnulavl�i�n,�Iwi�I1�,�IlerrtMrltntft�! .� ,I ,,xr1>,nlinulaulrl�rtLurr�hu��nu�lunlnul�]ulu1rl11uhwuuGlul�ulfuui�rulrw�uplr��r . MARCH 3 ©� 9 921., l 1 .a A. .._ . ,.,. , .. . , a„ . .- ..r..,i.T'^•i - , .. , .:, .. _ . ,. i ,.ar .f.r R+,.i., .. c..a��trr1,1 6 i�.•,!{e�'�+'�1'�'�P i'cfA1.,��' �. tll'y. ,ylp ..r,} ....,�;ry: ,-r 7w.':'VWlrh�! 1'r. . 1� .. q,Y1�Rlt_