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8830 8860 Commercial Street 451-91 COMMERCIAL ST . - 8830 & 60 1 OF 1 FILE NO. 45-1-91 COMMERCIAL ST. - 8830 & 60 ST OPN PRMT 111 .DEFINE:entr.ct-case->eng definition incorrect ENGINEERING PERMIT PERMIT # • ENG91-0059 DATE ISSUED: 10/01/91 By: PRIM. PERMIT # . : SDR9].-0004 -- — SITE ADDRESS. . . : 8840 SW COMMERCIAL ST PARCEL: 2S101AD-01200 SUBDIVISION • WEST PORTLAND HEIGHTS ZONING: C-P BLOCK LOT •33 PERMIT TYPE. . : SOP IMPROVEMENTS : QUANT RATE VALUE AGREEi4ENT DATE: / / GRAD/EROS ASSURANCE EXPIRATION--- STREET PERFORMANCE: / / SAN SEW MAINTENANCE: / / STM SEW UTILITIES ALL OTHER TOTAL $ Remarks: STREET OPENING, TO INSTALL STREET IMPROVEMENTS INCLUDING CONCRETE SIDEWALK, DRIVEWAY APRON, CURB AND TRAFFIC CONTROL DEVICES; AND, ALSO, STORM DRAINAGE APPURTENANCES, U.G.TELCO & POWER AND A WATER SERVICE. Permittee: FEES SUPHAP DIBBAYAWAN type amount by date recpt 11350 SW TIEDEv1AN AVENUE OPEN $ 720.00 VG 10/01/91 218033 TIGARD OR 97223 Phone #: 684-6465 Engineer: ENGINEER NOT ON FILE $ 720.00 TOTAL 1 Phone #: ------• REQUIRED INSPECTIONS Permittee/Agent Signature: ---STORM SEWER-- STREET M.H. & C.B. CRB LINE & GRADE PIPE LN & GRD SUBGRADE BCKFLL & CMPCT BASE ROCK AIR & TV TEST LEVEL COURSE City of Tigard, Oregon WEARING COURSE 13125 S.W. Hall Blvd. ---SAN. SEWER--- TRAFF & PED CONT P.O. Box 23397 M.H. & C.O. MONUMENTATION Tigard, Oregon 97223 PIPE LN & GRD STREETLIGHTING Phone #: 639-4171 BCKFLL & CMPCT WALK/APRON/RAMP AIR & TV TEST FOR INSPECTION, CONTACT: ----GRADING Carl Vieweg #639•-4171 (office) --REPR' S/ADJ, S-- CONTOURS #780-2647 (mobile) DRAINAGE ----PATHWAYS---- EROSION CNTL. ► Y I APPLICATION - STREET IMPROMFNT/EXCAVATION COPY TO: ORDINAL.E NO 74 14 1 1WHITE)•FILE (YELLOW)-INSP. (INSTRUCTIONS ON SEPARATE SHEET) (PINK)•OTHER AGENCY bldg. g (BLUE).APPLICANT APPROVED X APPLICATION NO.: 4.9._k___— NOT APPROVEDLJ �H�,_ CITY OF TIGARD,OREGON FEE AMT.: $ �r , PENDING FEE PMT ❑ CITY HALL RECEIPT NO. . q/-21b'03 3 1 PENDING SECURITYL_J PU8LICWORKSDEPARTMENT BY (R ___ DATE •/Q toe ICY PENDING AGENCY "OK" D Application and Progress Record MAINTENANCE ®OND • hENDIN{; INFORMATION ❑ FOR STREET IMPROVEMENT/EXCAVATION AS PEOUIREU ANNUAL 12 PENDING VARIANCE 0 EXPIRATIO DATE I PERMIT NO.: . *S",-91_________ DATE ISSUED: _10_1_0I.1 9/ BY: I -- �~ (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL .�__S.tr _ - , __ !I improvements __ AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT SU _ ( Regina", COntacti phap T�_ADA 'tay�l iii.---__11359_ Tiedetlaan Avila__ _.jg _272 2 3 684-6465 NAME ADD PHONE CONTRACTOR (Sieve they) Jonateph, Inc. _3166 Oak TreeCt. West (inn,_ QR 97Qft8 _-_C35-E220 -N-Am. AD-blies, ITV HONE PLANS BY Denali Engineering_ P.O. Box 22791 Milwaukie, OR 97222 653-8917 NAME AODp[E ' CITY ---------#N 0 N F ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST). f ___ $JQEQQ DOLLARS _ (2) EXCAVATION DATA FOR OFFICE uss MIN 0.04 X $.1114:1214:11. • 720-34 STREET DESCRIPTION PROGRESS & INSPECTION STATUS :AME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE kEMARKS/TYPE BY TYPE LENGTH WIDTH DEPTH ITEM A QUANTITY STkEET __.._ OPErN . S.W. Commercial St. (see approved plan) R TD IO -- A E H• 0 ESTIMATED STREET OPENING DATE. _ _J .L— ___ T — -_-- LSTIMATED STREET CLOSING DATE, __"-___.1 I- E _ _ -- D STREET (3) SECURITY NO. SEcURI Y AMT. f 181021,00 CLOSED SURETY CO it:e V Bee/r_v r Cfe 1_0_11 , FINAL t<r//q 4/ P.,a�. 4 �s/: fir_ I,"'�! LER FIIDCHECH -,CASH SONOg. INSPEC. / 1ZrIs►iIaa; 1% (,1//74 (4) PLOT PLAN INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS / CONDITIONS FEATURES. EXCAVATION LOCATION AND EXTENT . 1. WW1/ City Inspector, marl Vieweg (#639-4171) 24 hrs. N I 1 i 1 I ii I -� before starting any work. , 2. A traffic control plan, approved _ _ _ _ _ _ _ ,______ir by the City, is required. S. . Commercial xStreet3. See "Construction Notes" on rI xappoved pan fpr p._ -1 xxxxxx"aIll ' .v • '- - - - - -- -xXxxxx-. _ conditions/provisions. xxxxxx ~1 't`r ) I ._ 4 1 4 4. CA[TPION...the storm drainage I I work sites --- 1 I I system (design/installation re- (88.10I460S.S.W. I I - 1 Cormlercial Stxx BQoncilityl_ is not yet resolved; and is not "approved" hereby. (5) NOTE THL CITY OF TIGARD DOES NOT, HERESY, GRANT PERMISSION TO APPI (CANTS TO CONDUCT WORK WHERE RIGHT or WAY JURISDICTION IS THAT OF WASHINGTON COUNTV OR THE STATE OF OREGON THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS THE CITY AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT PROM APPLICANTS ACTIONS APPLICANTS SIGNATURE , P /' `�T l DATE 9 / LOf) I� CITY OF TIGARD June 26, 1992 / OREGON Suphap T. Dibbayawan 11350 S .W. Tiedeman Ave . Tigard, OR 97223 Re : Street Opening Permit # 451-91, Assurance In the matter of the eighteen thousand twenty-one dollars ($18, 021 . 00) Agreement with Depositor and Trustee on Savings or Deposits (#006041329559) between Suyphap T . Dibbayawan, and the City of Tigard, Oregon, and Key Bank of Oregon; this is to serve as official notice to allow said Bank to release to Suphap T . Dibbayawan all of the balance of the deposit entrusted to said Bank. If you have any questions regarding this matter, please contact John Hagman, at Tigard City Hall, 639.-4171 . City of Tigard, Oregon B /` A4D-- Y City Engineer d)/JHidlbbeyewen.ltr 13125 SW Hall Btvd.,PO Box 23397,Tigard,Oregon 97223 (503)639-4171 -- -- MEMORANDUM CITY OF TIGARD, OREGON •.-� I CITY OF TIGARD TO: John Hagman OREGON FROM: Vi Goodwin 0-- DATE: June 9, 1992 SUBJECT: T-Scandia Motors performance assurance release Attached to this memo you will find a copy of the April 3, 1992 letter which authorized release of a portion of the perfomance assurance bond held by Key Bank for Suphap T. Dibbayawan. As you recall, we held a portion of the funds as assurance that the landscaping would be completed. The purpose of this memo is to let you know that the landscaping has been completed to the City's satisfaction and the $4, 406 . 00 may be released. Thanks for your help in coordinating this project and its romp i Pt i(>n . 13125 SW Nall BMd,P 0 Box 23397, Tlpord,Oregon 97223 (503)639-4171 April 3, 1992 AtAr CITY OF TIGARD \ OREGON Suphap T. Dibbayawan 11350 S.W. Tiedeman Ave . Tigard, OR 97223 Re: Street Opening Permit 1 451-91, Assurance In the matter of the eighteen thousand twenty-one dollars ($18, 021 .00) Agreement with Depositor and Trustee on Savings or Deposits ( 1006041329559) between Suyphap T. Dibbayawan, and the City of Tigard, Oregon, and Key Bank of Oregon; this is to serve as official notice to allow said Bank to release to Suphap T. Dibbayawan a portion of the deposit entrusted to said Bank. The amount hereby authorized to be released is thirteen thousand six hundred fifteen dollars ($13, 615 .00) . The amount to remain entrusted to said bank as a cash performance bond to assure the City that all remaining requirements( namely, landscapinq)are completed, shall be four thousand four hundred six dollars ($4, 406 .00) . This notice shall not be construed to nullify or alter the terms of the aforesaid Agreement with Depositor and Trustee on Savings or Deposits in any way; it is merely an authorization to release a portion of the entrusted monies . If you have any questions regarding this matter, please contact John Hagman, at Tigard City Hall, 639.-4171 . City of Tigard, Oregon B,U CZ/Z City Engineer , dj/JM:dibbayaran.Itr 13125 SW Nall Blvd.P.O Box 23397,Tigard Oregon 97723 (503)639-4171 - -- //// April 3, 1992 CITY OF TIGARD OREGON Suphap T. Dibbayawan 11350 S.W. Tiedeman Ave. Tigard, OR 97223 Re: Street Opening Permit # 451-91, Assurance In the matter of the eighteen thousand twenty-ohe dollars ($18, 021 . 00) Agreement with Depositor and Trustee on Savings or Deposits (#006041329559) between Suyphap T. Dibbayawan, and the City of Tigard, Oregon, and Key Bank of Oregon; this is to serve as official notice to allow said Bank to release to Suphap T. Dibbayawan a portion of the deposit entrusted to said Bank. The amount hereby authorized to be released is thirteen thousand six hundred fifteen dollars ($13, 615 .00) . The amount to remain entrusted to said bank as a cash performance bond to assure the City that all remaining requirements( namely, landscaping)are completed, shall be four thousand four hundred six dollars ($4, 406 .00) . This notice shall not be construed to nullify or alter the terms of the aforesaid Agreement with Depositor and Trustee on Savings or Deposits in any way; it is merely an authorization to release a portion of the entrusted monies . If you have any questions regarding this matter, please contact John Hagman, at Tigard City Hall, 6391-4171 . City of Tigard, Oregon City Engineer J dj/JHialLL.y4wan.ltr 13125 SW Halt Blvd.P.O.Box 23397,Tigard,Oregon 97223 (50.3)639-4171 — • ! March 23, 1992 , John Hagman Engineering Department City of Tigard 13125 S .W. Hall Blvd . Tigard, OR 97223 Dear Mr . Hagman : According to the phone conversation regarding the completion of public improvements per Street Opening Permit N 451-91, I would like to request a release of fund in the amount of $18, 021 . 00 heed by Key Bank of Oregon, A/C No. 006041329559 . However, I would also like you to transfer a portion of the fund from the said account to be held by the City of Tigard as security for landscaping improvements . Enclosed please find a cost estimate of required landscaping improvements for the amount of $4 , 406 . (Sprinkler system is not part of the requirement . ) If you have any questions please contact Regina at 684-6465 . Thank you very much for your cooperation . Sincerely, Suphap T. D i bbayawan I QUALITY LANDSCAPING CO. • TOM LAWRENCE ae•as=S ESTIMATES • MOONING (,OMPLETI LANDSCAPE SERVICE 15085 S W 100th February 2U• 1942 TIGARO.OREGON 97223 T. Scandla Motors 8848 Commercial St . Tigard Or 97223 Re ? Estimate for Landscaping P.1a0t_.1_41 4 Flowering pear (2" caliper) a 500 .00 lU Pines (7-e' ) 750.00276.00 25 Photlnla Frazer-1 (5 gal ) 120.00 6 Acuba (5 gal ) 24 Rhododendron, Elizabeth ( 19-21' ) 600 .00 80.00 8 Viburnam David) (2 gal ) 180.00 17 Azalea Hino (2 gal ) 90.00 19 Azalea Stewartsonian (2 gal ) 1190 .00 19 Emerald Arborvitae (3 gal ) !,11 . .!, '1 , To plant with mix. and stake trees _;32�Q9.•00— f3271 .00 laCIAL LAUM_AL-.1000' of sod i awn $ 75.00 Rototilling 150.00 Grading `"� Sod 250.00 4D(y , Sod installation 150.00 Rolling and fertilizing 40.00 $665.00 $ 665.00 Hack cW.nc uia__af__,zl.anil a_Dula a 470.00Y Approximately 3 unite, Including labor :JP tin _URP_I1DA42 . \ l'ave 11 Sys em to a eutoma Ic and 1\ t.ii. cord) o local _t' �� ads L T taVes Ima 163P6.OD NOTE? Owner to provide workable topsoil for planting beds and lawn . w M lc- � , • l v, 61100L,%LA. ,c_ct st 4. . en-4Y e es" vC `�"S��r s x,.1 /•••7•••• _. -•....--.-,,, �4,7. .....�.-..--w+-c-..F...alr•^-A T'-"*1•,^•^•w..wrM.Mr•w.«-....,»s.rw.-�w.++•t.-..w•�w1WM.. rv,,.'.WWrWR'Iw++""nw.w...-..r • •0 M 4 APPLICATION - STREET IMPRO" MENT/EXCAVATION COPY TO: X (WHITE)•FILE ORDINA, .E NO 74-14 ® (YELLOW)•INSP. (INSTRUCTIONS ON SEPARATE SHEET) 56 (BLUE)- PPL APPLICANT bldg. APPROVED 0 APPLICATION NO.: I 9P._ NOT APPROVED ❑ CITY OF TIGARD, OREGON FEL AMT. $ '720.94 1 PENDING FEE PMT. ❑ CITY HALL RECEIPT.NO.: - q —.2/6(03 3 PENDING SECJRITY ❑ PUBLIC WORKS DEPARTMENT BY v DATE •b0L 01 / 9/ PENDING AGENCY "OK" ❑ \pplication and Progress Record MAINTENANCE BOND • FOR STREET IMPROVEMENT/EXCAVATION As REQUIRED PENDING INFORMATION ❑ ANNUAL PENDING VARIANCE` 0 EXPIRATIONDATE: i f PERMIT NO.: SL-9J , DATE ISSUED: /U / O/ / 91 , BY. s4 ' '.--..— • (I) APPLICATION iS HEREBY MADE TO EXCAVATE FOR AND INSTALL . XX Str t and_. C_.____ _.. iL provenlents _ AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REOUIREI�ENTS. Reg na , contact APPLICANT 1Sthap T. Dibbayawan__ 11350 SWT SR Ave._ _.Tigard, OR 97223 __ 684-6465__ NAME ADD IP CITY -T�MONE CONTRACTOR _(Fteve Chew) Jonsteph, Inc. 3166 Oak Tree Ct. West Linn, OR 97068 635-6220. RIVE-- ADDRESS CITY - ------- I�IDN-k —•"- PLANS BY ►�nali Engineering P.O. Box 22791 Milwaukie, OR 97222 __ 653-8917 -- NAME ADDRESS CITY WR IT----- ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): _ 18,021.00 _ DOLLARS rot OFFICE USE (2) EXCAVATION DATA: MIN. 0 04 x s —Jai 021.00 . s 1SL.b STREET DESCRIPTION PROGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY TYPE LENGTH WIDTH DEPTH _ ITEM & QUANTITY STREET—.— R' IN In J.W. CO (IBrCidl �t (9@t' approvedSPEC-plan) R TION E Q — - 0 U —_4 ESTIMATED STREET OPENING DATE _ I I ES ESTIMATED STREET CLOSING DATE, __—_ I1 T E r— !�I STREET (31 SECURITY NO. —___ SECURITY AMT S 181021 CLOSED SURETY CO /E'e•. 1, - ..yy FINAL ��•`II ----� CERt.PIED CHECK C ASH U •OND A INSPEC.,2/-`1 t, kyQA ��r (4) PLOT PLAN INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS/CONDI IONS FEATURES. EXCAVATION LOCATION AND EXTENT. • 1 . Notify City Inspector, Carl W Vieweg (#639-4171) 24 hrs. I I N I II I before starting any work. a 1 , ). A traffic control plan, approved"` ' 1� __Jr-- 1 1 the City, is required. J by Y �l cute • i - - - - - - - - - - - i • - - _ j. See "Construction Notes" on _� S.W. Com11ercial St Nt StrNt- - -- approved plan for further -cult[ I , - - - -- -zxxxxx- ...‘1. - - - conditions/provisions. �1 , _—___. �_ _ xxxxxx _� 1. C1LL7I'IGN...the storm drainage ( I I I 1 work sites I I system (design/installation re- 1 1 (8830 & 60 S.W. I I x x 1 1 sponcility) is not yet resolved; Comnercial St. 9 and is not "approved" hereby. -• T/Ms - • r -- - -. --.- (5) NOTE THE CITY OF TIGARD DOES NOT HEREBY. GRANT PERMISSION TO APPLICANTSOTO CONDUCT WORK WHERE RIGHT OF•WMY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON THE APPLICANT AGREES TO DkPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND ( CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT or THE WORK, AND TO SAVE HARMLESS THE CITY AND EMPLOYEES AGAINST ANY INJURY ORI tDAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS APPLICANTS SIGNATURE / + / DATE + 1 1 1/ 3/Z3 -1R-112 J. 4/3I/v "S1t' �t .t< h+ 1.j,sc..sse( P1Ks.` ^G sick i►l 10"'Oi 1t 1MV1w Jcidthett S.1-4 -5ZZ141. ' y I 1 RECr".'") I If f CERTIFICATE OF COMPLIANCE MA, 2 3) I 1 i- Z RE: fP en f1/1/fA"✓'^."^C►l / l/7-.1e.f." 117,97`0'f> COMMumi. .._ .__. ,.....i This is to certify to the City of Tigard, Oregon, that the following items have been installed in compliance with the City's improvement standards and specifications; and that the following items are complete in accord with the approved plans, special specifications and conditions, as approved by the City, relative to the above project, to wit: (Project Engineer' s Initials) 1 . Sanitary Sewer system 2 . Storm Sewer System AI: 3 . General Utility Systems: Domestic Water Electric Power Gas Telephone Cable T.V. Street.lighting - 4 . Street System: Subgrade Ar XI i 4/ Base Surfacing. . . Base Lift - Final Lift — '� .4/ �i � Sidewalks — Aprons & Ramps :4/,' i Curb ../. A. 5. Monumentation System 6. Pathway System �� 19 �' . Certified this � �,:'<<�_ day of / ,� n � r,,,�, By. .." , , 7 , 'roject Engineer) Firm: # - ,r - ''"_ 22.&I .07. 1991 X76:F4 AM =^: TQ: L ` FLA.SH,r.AM FROM TIMBERLINE DEVELOPMENT NOTE P.O. Vos 879 CAA IP NIO,A4k__ :OF Gladstone. Oregon 97.27 3 PAOEB (608) 959-8253 INCLUDING THIS t-AX a:68`/ 7a,�7 I fughoweN FAX It: / z y 3 PHONE It is-- Bogs C '1 J �(O �7ur0 (SUBJECT - I.— c. c.GLv\�..l 0._. Nto r`.a MESSAGE C. We ho.�e . -t,P,4, c,k, ., ( e" s &' o 5ev c ,,-� pAA/K. a - --LL da . ( , -� J i- a, lb a,�,,. C./6 * . 1 jaw.►.. . I a„"-De. LfS ( d� (0 " r°Vc o 3q 7S ,_ �. a/6 1 , 6/64t I wiltk I ,'" ,,i acN- t. 64,4442. a.i- liCttruAd A.7f 6- t4 QA okaZz.., Q • . y .ei c-41-4-44 t't4 t0 64-(s.1 4-01, "IS tot( 'e, - x 11-621), Li PLEASE REPLY 0 NO REPLY NECESSARY SIGNED 7 47‘...;‘,.lPLEASE INFORM US IMMEDIATELY IF YOU DO NOT RECEIVE FACSI ILE IN FULL J 1 OPS.f Of M 144[.X1 UTHO IN USA. T- S CAND+' MOTO ll NOTE: Arm RINGS TO THE EXISTING STORM AND SANITARY MANHOLES I �) �2� SUFFICIENT TO BRING LIDS TO STREET COMMERCIAL T• TOP OF PAVEMENT. (NOT TO LI.0{1 t a E*£ED 27- FROM FIRST STEP TO 4ti�l ` — —�• ' it TOFOFRW) �� ? (PIT) ir _sr. NM # 4# w • T. N 4512'00' WoxEDGE . •Aa • — — ----_- -- —, 2-5' ----- --�-- --, —C TRANSITIONIF ": STA 19-+87.5, BEGIN PAVEMENT TRANSITION i G FROM EDGEOF EXISTING TC TrfE FACE OF CURB INST I CURB -5.7 AT STA 21+0C_ _ STA 22+'7.53, t NOTE INSTALL 5' SIDEWALK. S rA 21+00 TO I .1' 14 INSTAL STA 23+0C tiw ,• .860.A ' NR._.• -1 6x18 INSTALL PLANTER STRIP. CURB, CATCH -. - s- I BASINS, CURB INLETS, STORM DRAIN, 11! ' • T l J SAM TAR Y SEWER, AND WATER SERVICE 160 AS %IOWN. ••. I 165. NOTE. CONSTRUCT 30' WI CE APPROACH CENTERED i 1 c }• ON STA 21+55. , , . 1 C III NOTE RAMP SIDEWALK ENDS WITH A 5' RADIUS x—ax,- ASPHALTIC CONCRETE 2 THICK 1/4 e '-I LEAS SHOWN. PLACE ON 4" OF I c •• C.O COMPACTED 3/4"—C CRUSHED AGGREGATE:. at. •. t 4%.14 NOTE MAKE CONNECT;ON TO THE SANITARY LINE {-IjLSED,o„I WITH AN APPROVED SADDLE 1 , CONNECTION. EXIST INC 101C_S.I� SCALE 1'_40' — 8 IL \ • WORK IS t.. DENOTED I WRITING B' S I .YC10.1 Si. _--__,--_ INSTALL WATER SERACE1 TAP I AT STA 23.58 ire 5�0,162,.• toke INSTALL Mt ftH BEHIND THE DEWALI( ' SP E f WI lilt w 1 I &.V • • . �-STREET _ A-A �:. ca. I ;ryy LIGFtL ,--��i5 ��T�NE s- r / CORRr L�'d7ERI1NE Ii. Li — =s- i._ r-EXISTING OE PAVEMENT 6'WiDE FOG' LINE a t,; " - /$"_ -1 - 112.5 TRAN5111ON END PAVE),If -•Jl417r to 165.5 = -,. • PLANT=:7 NOTE: INSTALL A DWI-3R OBJECT INLET -1;3 * a MARKER AT STA 23+06, 20.5•RT. 8.5'RT BASS• NO. 1 i .a MOUNT 4' ABOVE THE EDGE OF CC 0 4 aAVELA ENT WITH THE EDGE OF MARKER O�v a DGE AT THE ECF PAVEMENT. MOUNT _ .a ON A BREAK AWAY POST AS PER _Ir= T `D STATE OF OREGON, DIVISION OF HIGHWAYS iv G 1 5. SPECIFICATIONS AND THE MANUAL OF UNIFORM •. 4i 1166.0 I TRAFFIC CONTROL DEVICES. 'tt h PARKING LOT BASIN (PRIVATE) INFO. F 0n BASIN NC. 1 RIM EL = 165.0 ►i• 4"p INV. OUT = 164.0 44 " BASIN NO. 2 RUA EL = 165.0 ^ '� INV. OUT = 164.0 2 NOTE: OVERALL HEIGHT OF PRIVATE tit). C.O. BASINS IS 3'-0'. } _ BASIN NO. 1 0 N=4943.17, E=5020.78 A e BASIN NO. 2 0 N=5007.99, E=4938.90 '' 7 - t 73' 4' PVC SANITARY SF ?V10E INSTALL A OEANOUT AT THE MIDDLE ENTAT JN FENCE AND THE ENC OF THE SANITARY LINE. INV.EL=160.0 AT END OF PIPE. CD INSTALL 16' OF 6- ADS N-12 FROM THE CATCH BASAN TO THE 6" X 18- --r- IN THE 18- STORM LINE. © PLACE 163' OF 18' ADS N-12 FROM OT TO BE CONE ON FACUTIES THE MANHOLE TO THE OUTFALL OF 3Y -•- UNi1L AJTHOR12ED IN T-1E EXISTING 10- PIPE AT THE DITCH ( THE CITY OF TIGArRD AND THE OMINER. ADJACENT TO THE RAILROAD TRACKS. T%n.07. 199a 09:54 AM P03 t � � ate r of iWrd ouildlnp Dep.rts.nt I 13121 BIM 11411 I111vd. *•4pard, Oregon 87223 Impaction Lino (Roo-0-Phoneie 639-417S Mosinee• PhOn•l 639-4171 Inspect icn._ sem-- LdC.t Footing Pap. Und•r•lab M•oh. Rough-in Appr/Bd.+lk Pound. Plop. To Out P Oa• Lino from.t Port/Roam etr4ut . Ban. Saver Priming -Bldg. Oo•t/e•am Reich. Rain Drain Insulation _ply. Pibp. bnd•rlloor Mater Lino �/ Oro' ed. � -11•oh. !mt. R•QyBc.e� /! link SAM MI hit R._t� 2 ZX' L ._ / /' '1l• .1.2� DV4,a - > TR! T° OOR RO IONO mms R RSO: Q.,/ _rZ - .....--".—.. :2r.... ..•=mmonor..........7"..L.'"..."' '.... -.. - .- 7119111,111.11.111 ...ft. , OW AI I a _.- AV •alim- 0,' . Dotal /' yuP..v.D nIA11DPHtD `1 l. ...fly,. iUBJR`T To 1tRoVf aCall Por Reiner Chug — 1c2e9i4,( !/lCM ( J74I 1 41,46--) c'ktf1 . ✓`sey`i a T E' .5Lcot.: Y' ( - /41'1 /):45// '7D/^ / / l �� Gc' -S'7'Ji/� //� e. ,� .l.0 /S Lett 4'/uc, >4"a P.e4 ` {ele se a /7/6,6./ ;,v, i;av �� i s .��•c11 �l�ai� s J ( � 4.) At-Oa) //‘ Y/cc /s L1ivy�`- 51..c sfto44,,�c cif),,/,? 7 //ems /i- 4i <GtcS y4'ae rag( . rel'a/ !z t( ec', / he' C7//(6- L<<.. L (VV el1 /2A/9/ .54% /-7Z J re'en eve- rl-re-e, a /////it November 25, 1991 CITY OF TIGARD OREGON T-Scandia Motors Attn: Suphap T. Dibbayawan 11.350 SW Tiedeman Tigard, OR 97223 RE: SDR 91-0004 Per out meeting last week, the City of Tigard will install the new storm sewer line within the easement between commercial street and the outfall . The City will perform the following work : 1 . Dig the trench, install the pipe, and backfill the trench. 2 . T .V. section from manhole to outfall . T-Scand4a will be responsible for the following: 1 . Furnish the pipe . 2 . Furnish the backfill material . 3 . Removal of any excess material from the site . 4 . Provide a minimum two weeks notice for. the City Crews to perform the work . 5 . Final surfacing (provide materials and perform installation) . If you have any questions, please call . Sincerely, 0141$"4-449(3AtAki' Christopher R. Davies Development Review Engineer di/t-acandia.Itr c : Denali Engineering 13125 SW Hall Blvd.. 2.0.Box.23397,Tigard,Oregon 97223 (503)639-4171 • EXIST , . e.}� . • LWME- ` 'r • • E.,,lt� • • C • E..."-ic-c EnA I I MIN. 3- A C IN 2 LIFT5 �, STREET AREAS I OUT OF STREET AREAS 5A W Cur - . ____•____ ExisriNG --- -- EXISTING I SECTION • %� ,/�,J RESURFACING n ` ' 2'OF 3/a. .-O. _- — •. °iti :._ ._ , . . / / , Z,' /ti�G / • i/\ : ° • / CLASS A` \ • BACKFILL / , 2"- 0"-- - - -Di-• - • 3 • / ' t‘' /< / * \ ▪ • • CLASS B ' • 3/I'-0 GRANULAR . • . • V o , BACKFILL • 0 / O •: v ' , , W I t„ I a W 1p .O V m i •• C 0 • ° o '_ EE• • '5 e ft cp • o ' A • _ n CI —*i T—• -1 •e • o • - w n. % •• ° . a .•• • o 1 i • .• - '° • o . • 1 N., PIPE RA sr BACKFILL IN STREETAREAS 1.IF sAv 13 AGAINST'CURB, FILL ROCA TO BACK OF 3/W 2.IF S/W IS NOT AGAINST CURB, Fit I- ROCK 2•BACK FROM CURB PIPE BEDDING AND cITYOF TI�ARD BAC;<FILL DETAILS OREGON DE•,I<;N by APPRlr/EO BY 0WALT N Is. L I �. ..1.,� GA _ Re, t.. �,w{_��: SCALE DATE — DA'AL.SIN�• r I ---- --- - NTS 8/3o�8s 3-2 MANHOLE TO CONFORM _ WITH ASTM C-478 ( NOTE: THIS TYPE OF MANHOLE SHAT I BE USED ONLY FOR PIPE SIZE OF 24" OR LESS. LOCATE MANHOLE COVER & FRAME OVER LEDGE OF \\ AT LEAST 12" IN WIDTH I I ASTEP'S I Al , 1 (s:.), __ _ _---t- ‘\,..-\ _ _____ 1_, , v ) ____ 1 MAIN SEWER LINE `I ! -: I I IM CAST IRON COVEN .gI /MATCH FINISHED GRADE OF STREET • FRAME _�\_ (See Standard Plan ) ��:‘ SET FRAME INWSJ .� A� MMAU(CIU 7 FROM FIRST STEP TO Tor NON-SHRINKING ,� GROUT ._, ...mi.. —ECCENTRIC MANHOLE TOP. STANDARD 48" MANHOLE - RISER PREFORMED PL AST N; GASKET 2 4e" D FOR PIPE 1.9 /') .ua'lliil•7 . z 24 OR LESS :10:0! . j :• . . ;• o COMPACTED 60" try.. 3/4"-0 •o FOR PIPE - • %' :,'fir• .'�� ' CRUSHED ROCK 27` OR LARGER .- —, • ' ' 12'Max FOR C C.PPE I•/FT . •l: : •,� s ae---i •. .•• �. /•'UNDISTURBED EARTH --_ T1/42) -- w ue efas• - . :,erre • -I....V.11'4 _.t'. . • ',41; SET ►N FRESH INSIDE DROP: `' CONCRETE • 4,-, •:. • •• O • t7 MAXIMUM 210" • c;' o G' GROUT . • _ •• • O v o 'o • o VERTICAL. DISTANCE. S1� • a 12• LAYER comic TT ID INVERT TO INVERT MITT SASE MATFAIAL(3/4--011 STANDARD MANHOLE UJ D w g No 010 1141011•4S•.r4.w9r Apses If y I 57 .Sezo6e N•9/A/04/6-gwo 1_ , - (?/2/R/2,S 24491-5(4r) . ,. //-24----91] INSTALL WATER SERVICE TAP I AT STA 22+23.58 INSTALL. METER BEHIND THE SIDEWALK IIMERCIAL S REST / r "-- ------ --- ---• AMP--- — --'1":14 t - 41 - o �� jo�ry t iT--•- "V y + i a ISTIN CENTER�I�� --T-_ - w —�3 — — —L 1 CORRE�T CENTERLINE _ _ —_ DGE OF PAVEM' T :1_7.1 -EXISTING EDGE OF PAVEMENT -------- -- ---I---- - -- L-� ------ - - - --_6"WIDE "FOG" LINE �1"1�` 1 - 5' TARANSITION END PAVEME - —• 112 165.5 •0 • PLANTER- NOTE: INSTALL OM- 3R OBJECT INSTL CURB INLET MARKER AT STA 23+06, 20.5'R T. In STA 22+"7.53, 18.5 RT ,,i BA Ii NO. 1 165.5 MOUNT 4' ABOVE THE EDGE OF •` 0 INSTALL---', °D • PAVEMENT WITH THE EDGE OF k'ARKER NQ ''/ 6x18 -2' ---' AT THE EDGE OF PAVEMENT. I.S�►i INT b "T' �cu�' ON A "BREAK AWAY" POST AS PER ' i :1---e- 4/0_(-) ? STATE OF OREGON, DIVISION 0'r HIGHWAYS IT v � J 5 SPECIFICATIONS AND THE MANUAL OF UNIFORM 165. . 1166.01 w� 1166.0 j __ TRAFFIC CONTROL DEVICES. j' PARKING LOT BASIN (PRIVATE) INFO. ` a BASIN NO. 1 RIM EL. 165.0 II ' ) 4�o INV. OUT = 164.0 BASIN NO. 2 RIM EL. = 165.0 I• �-2- INV. OUT = 164.0 3 0NOTE: OVERALL HEIGHT OF PRIVATE �• C O 4`5.o c; n BASINS IS 3'-0". __ BASIN NO. 1 0 N-4943.17, E=502.0.78 ' ,y BASIN NO. 2 0 N=5007.99, E=4938.90_ 173' - 4" PVC SANITARY SERVICE T THE SEDIMENTATION FENCE ND'INALL THEAENDEOFOTHECLANUTASAN TARYIDDLE LIINE. INV.EL.=160.0 AT END OF PIPE. • m INSTALL 16' OF 6" ADS N-12 FROM umen THE CATCH BASIN TO THE 6" X 18" "T" IN THE 18" STORM LINE. (2) PLACE 163' OF 18" ADS N-12 FROM • WORK IS NOT TO BE DONE ON FACILITIES THE MANHOLE TO THE OUTFALL OF DENOTED BY "•" UNTIL AUTHORIZEL IN THE EXISTING 10" PIPE AT THE DITCH WRITING BY THE CITY OF TIGARD AND THE OWNER. ADJACENT TO THE RAILROAD TRACKS. I NOTE: ADD RINGS TO THE EXISTING STORM AND SANITARY MANHOLES THEEET SUFFTOP OFTO PAVEMENT. NOT TO BRING LIDS TO J LII'GHI 4, C a ( EXCEED 27" FROM FIRST STEP TO 4° X .-- TOP OF RIM) Lt (TYP) / I¢+�+rFmai >4°0 --•••.--------4DIY } J -+--N 45'12 _Ii '00" W ---------- - ----- ---- ------- --- - --- 112 ' -- ---- --------- T • 5 TRANSITION STA 19+87.5, BEGIN PAVEMENT TRANSITION FROM EDGE OF EXISTING TO THE FACE OF CURB AT STA 21+00. 15.75 -4 NOTE: INSTALL 5' SIDEWALK, STA 21+00 TO 10 7--- BAil STA 23+00. I{ 1.., INSTALL PLANTER STRIP, CURB, CATCH •• ' %* BASINS, CURB INLETS, STORM DRAIN, ir` M SANITARY SEWER, AND WATER SERVICE 11 AS SHOWN. • -NOTE: CONSTRUCT 30' WIDE APPROACH CENTERED • U ON STA 21+55. (.^I NOTE: RAMP SIDEWALK ENDS WITH A 5' RADIUS 4 I1 X ASPHALTIC CONCRETE (2" THICK) 1/4 CIRCLE AS SHOWN. PLACE ON 4" OF COMPACTED 3/4"-0" CRUSHED AGGREGATE. 4,1 , ill' 4%. ns NOTE: MAKE CONNECTION TO THE SANITARY LINE 1 \ WITH AN APPROVED SADDLE ill CONNECTION. EXISTING S.P. SCALE 1'!40' = r i S MEMORANDUM CITY OF TIGARD TO: File November 8, 1991 Y5/// FROM: Randy woolen SUBJECT: SDR 91-0004 (Dibbayawan/Scandia Motors) On November 1 , 1991 , I spoke with Regina Dibbayawan about the 24" storm drain line required at the subject project . She was concerned about the cost of the line, alleging that the City had previously indicated that they could hook to an existing 24" line in a different location but that the line turned out not to exist . Some time after they began work on the site, they learned of the additional expense required to bring the storm drain system to standards . I discussed the situation with Chris Davies and read the SDR Decision and report . It appears that the information provided to the applicant at the time of the SDR decision was very misleading. First , the as-built drawings for this location have proven to be extraordinarily inaccurate. Second, the SDR report provided inaccurate information, wherein comments from Operations indicate that a 24" line existed at the east end of the property and recommending that the applicant connect to the line to avoid work in Commercial Street ; subsequent investigation indicates that the 24" line does not exist . Due to the unusual situation in which incorrect City records and incorrect interpretation of records by staff have caused the applicant to proceed with a project without knowledge of the full costs of the project , we (Chris, Cliff Scott and I) have agreed that it is appropriate for the City to share a portion of the cost of replacing an existing non-standard 10" line . Therefore, today I called Ms . Dibbayawan and offered to assist in two ways: 1 . If Scandia supplies the materials (pipe and gravel) , the City will install the portion of the new storm drain pipe crossing their property (the portion between the street and the railroad - - approximately 160 feet) . Installation of the storm drain within Commercial Street would still be the responsibility of Scandia. 2. Upon completion of the project , when all costs are known, she could apply for creation of a reimbursement district , requiring the adjoining property owner to repay a share of the cost at the time of future development . She is going to explore this offer with her engineer and her contractor. She will coordinate any shared work with Chris Davies . 3 AN, ii/zi/al RE% - sc.,...d;a ( rAofZ 57-2) See- - c,x,L4t wank Un1tcr c.v' 43L��►1 e ta...d ) M.6 s e17 ar .63t S c.,,.d a �.:.. -I s N.,,4.) a. A f ro'ec� Ap l : c..., 'Ti 416a: % SkPp1 al � ,„4 ( p;pc \loctStIn 4 4.sp► a ( 1 4er ;c ' , c2ej. c r! c_m p� ved �ss! sesc,. �.zi-, -' .,.u,1% �/sc+ 12 a d�ce of- % J -'3�°;_re.-s' v4, Awa,/,. .;17-;13 . Vp a a,eOC 0. ,Q S er_ '.o v. o o a .4 c c Swwif c- arc o , k. S L °lore wlrr✓;ew) *sum. e 42d- Ao sto.-10 p roe e re)r ,- c` cm p 4 o p code /o ec le . -. VS! 12� S'DR 9► -Ooc>4 • 4/ RECEIVED NOV 201991 COMMUNIty DEVELOPMENT MEMOF?ANDIJM OF TFRANSM I TIAL DENALI ENGINEERING P. n. BOX 22791 PROJECT NAME: MILWAUK::IE, OREGON 97222 PROJECT NO. X5037 653--8917 DATE: .___.__._._L «�1__-•_-- _-- TO: -4-4:21-4--/.7‘ff - RE: _._ ZV1._J_,.✓1" We are sending to you _1-"-- attached under separate cover via the following: ___ Contract Documents ___ Prints, Design Review ___ Plans Shop Drawings _ . _ Change Orders Sample' Copy of Letter •___ Specifications Other As Built Drawings Engineer ' s Estimate Bid Forms ___ Project Report _ , - Drainage Calculations _____ Plat _..__ Application for_ ------�-/-; i - ---- _�_- -- --- J/ Other : _4?tk1 Jdc ..�.A.Lt ii,24i Yfy,..42/4r ZJA: .E.1_`ikl Ct.J-.Z4,2,j. - .Er-''._.._ -._.._ Number of Copies :4-7 ✓ Description: For Signature and return _✓ For Approval ___ For Your Use For Review and Grimment As Requested For Your Info _,__ Prints returned after requested changes completed Other : Perna). i::ei / !!<<�L_��_.11� lN_ P ;_.lr_42� ceielege.. . Lit 2l,4yie_acilly��rLi.tJ14+rZ._ Copies toa _ �ll1j1J�L�._.1 4Ai r..s-- Signed: , 4 S I :: -v - .1.-)RC - cE1c .1 r' 7AYME'- RECEIPT NO. :11 -2:60K CHECR AM 'IN- . .:69.0' ,NYE : .E . - _ NV; 'Mr, :F: CCS AMOUNT . Z.ti+it • :J..L-LE, . .._-,i :44 ": itN PAYMENT DATE . 10%01 /i1 SJBL.'rISION . 1 .!Lnc2. P ='U ^GSE OE P'AYM7N7 AMOUNT PAID C''JRPC'SE C " PAYMENT AMOUNT PAID I Cr J' _DING-'E'e,M ...__. r�._.. . `_ PLUMBING R"RM.___ _ __ —1;5.0+. "`_' . C."_ FE 8. 4':: 7. B'_...,: PEF `.4. '-'LAN CHECK FE 53.60 __WFR USA 7600. 3EWER INSPECT 45.0; PUBLIC IMPFOJ 72It.00 8840 SW COMMERCIAL -OTA! AMOUNT PAID - - - -) 4.7.69.05 'l.""' ' • 41."4' T. SCANDIA MOTORS INC. 1 J< 102 . 4• 6.4 11350 SW. TIEDEMAN RD. 664-6405 TIGARD, OR 91223 8 � ' ' 24-201/1/10 : II/kJ Of' off' is 4/k0% /V,9t //7'0,00«/ eye A 1~:'r "bpl 126-2-, 1 Mb„O�'�°"Ilimiven "MONEY MARKET ACCOUNT" a Nov Mali 4/36 SW MMI SW.P 0 no.PM aw...ron.OP•rob X_— ': 123002011': 06 1319 ? 30 0 10 2 c,,f74.„00( AGREEMENT WITH DEPOSITOR AND TRUSTEE ON SAVINGS OR DEPOSIT This agreement is for the purpose of fulfilling the requirements of Street Opening Permit # +51-91_, dated IU 01 -_21 between the City of Tigard and Suphap 1 Uib6 yawan and is entered into by the Depositor Suphap r.jil /awan and Key Bank of Oregon trustee. The undersigned depositor and trustee do hereby assign the right to the City of Tigardo determine at its discretion the payment of all funds or secu es held by Key Bank of Uregoii as trustee in the amount of $ io,U21.00 in Savings Account No.UUbU413Z9559 , or Deposit No. in accordance with and for the purpose of Bonding said improvements described in the :Move stated Street Opening Permit . It is understood and agreed that the Bank (Key Bank of Oregon) will hold such funds or securities in the amount of. $ 18,U11.UU until an authorization or direction for payment is received from the City of Tigard and that the City of Tigard has the right to withdraw Principal Funds with City of Tigard signature only, in the event cf Non-Performance. All fund deposits shall be renewable at maturity and at rates and terms in effect at the time of renewal , and all interest shall be paid to or accrued as directed by the Depositor notwithstanding anything contained herein to the contrary. That account is to remain open until such time as all Public Improvements are completed and accepted by the City of Tigard. Signed and dated at 71244e1l/g ,e1 , Ortgon. This / if day of QC✓-jv4e41 , 19"/L. gvit•ItZ,LfeLir Signature - City of Tiga i nattur ,,fDe sitar uphap P? of ona.vawan P.O. Box 23397 13125 S.W. Hall Blvd. T3.c1.rd OR 9/223 Address Address ACCEPTANCE The undersigned hereby accepts the funds or secui_ties deposited in the amount of $ iR f121 Q0 this 2Q0 day of , 1991 , and hereby acknowlledges receirit of the Passbook 4s Account No. ; or the Certificate for Deposit No. oni41(132grr,4 ; or certifies that there is no Passbook issued for this account . It is further agreed that said account will be held for the uses and purposes above stated until authorization for disposition is granted by the City of Tigard. ) Ar ed i nature (trustee) q,35 sw Nall Blvd Beaverton OR 97075 Address Trudy Odonnel1 1 - -_ - - RX. iAryBAN � 1� A YE OF F DEPOSIT Non RansferabeSocial Security No Type Maturity Pate 1Term lOtlice Dale Issuedr IImal r 1T'1 � .I. 3 2 9 559 93-0919669 41 Hil12-30-913month PAYMENTINTEREST NXAnnthty 11 Semiannually f1 Maturity METHOD OF Zrapitaltzelieli. ' ,30—91 INTEREST issue Cashier's Cheek f I SOA t A7 FREOUENCY: LIOuarterty f 1 Annually PAYMENT )4Cred't Account Acct,No (6-13141 i_ Key Bank of Oregon has accepted for deposit*"I8,02I.W**** - "`***SUPHAP T DIBBAYAWAN*********************************** From __ Presented and endorsed, we will PAY T SUPHAP TDIBBAYAWAr******************************************************** Address *11350 SW Tiedeman_Rd Jlgard_OR.97223**************************************** in current funds with interest at*SJ.2_5**% per annum XX AUTOMATICALLY IIENEWASLE. This cerlthi-ale may he rederanmt wilt,merest pard to malurfly on of*NW len days after ils mat,e,y UMW preeeoel to redemption at maturity, II wet be renewed to auccea.srve perIods as Aiu.losed above,at the Interest rare the Pana ra (p_ay'ine,on the renewal lisle.on other deposits M tae maturity and amount Upon written note e In 4141 eepnsaul,the automate renewal pinanion Is auti$ert Ir change nr tenocalmn ' SINGLE MATUIMTY Interest will tie paid as vMkaUA tunic tinm Ante Arad to malur,ty No Inured roll AP pare she,maturity `` \ _____----- Attltm,ond SipnMmee : ____ / Member rr),C / APPLICATION - STREET IMPROVLMENT/EXCAVATION COPY TO: ORDINAL _ NO 74-14 (WHITE)-FILE (YELLOW)-(NSP. (INSTRUCTIONS ON SEPARATE SHEET) (PINK)-OTHER AGENCY bldg ii (BLUE)-APPLICANT APPROVED X fAPPLICATION NO.: NOT APPROVED CITY OF TIGARD, OREGON FEE AMT. $_. 720.84 PENDING FEE PMT Cl CITY HALL RECEIPT NO PENDING SECURITY C. PUBLIC WORKS DEPARTMENT BY _ DATE-_____ L___/ ___ PENDING AGENCY "OK" 0 Application and Progress Record PENDING INFORMATION 0 FOR STREET IMPROVEMENT/EXCAVATION MAIAsE touirrao No w ANNUAL_ PENDING VARIANCE 0 EXPIRATION DATE I - PERMIT NO . DATE ISSUED: _/ I BY (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL Street and Sewer _ improvements AS DESCRIBED HEREIN. IN FULL ACCORDANCE WITH CITY FZEQUI)?EMENTS ("Regina", contac APPLICANT Suphap T. D J yuan 11350 SW Tietieman_Ave_._ T c_ardt684 6465 NA t ADDRESS CI y ►NON[ CONTRACTOR _1SteveChew)Jonsteph, Inc. 3166 Oak Tree Ct. West Linn, OR 970X8s� ,5- 220 NAM ADORES, City HON PLANS BY Denali Engineering P.O. Box 22791 Milwaukie, OR 97222 653-8917 NAM( - ADDR'tIt city PHONY-- ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): f 18,02kX___ DOLLARS (2) EXCAVATION DATA yr_z sow Orlict Ott MIN STREET DESCRIPTION PROGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT I MATERIAL INSTALLED ITEM ) DATE T REMARKS/TYPE BY TYPE LENGTH WIDTH DEPTH ITEM a QUANTITY • STREET _ OPENED. S.W. Commercial St. (see approved plan) INSI'EC • R TION E Gu ESTIMATED STREET OPENING DATE: I I Es ESTIMATED STREET CLOSING DATE: I I T E STREET (3) SECURITY NO. ______ -____. SECURITY AMT.: : 1a.021..10 CLOSED\ _ SURETY CO : FINAL CERTIFIEDCN$CK (1 CASH O SON-� _rte..„ INSPEC.L (4) PLOT PLAN' INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS/CONDITIOi' S FEATURES. EXCAVATION LOCATION ANL) EXTENT. . 1._ Notif.Y City Insioe..tork_Qa_ .4.1ViewEg (#639-417i ) 24hrs. 1N ; e . I before starting any work. -- �,y 1 �/ `_ ' i4 , 2. A traffic control plan, approved culla - N, �`� • .ri the City, is required. Seth Coi merc ial Street 3. See "Con:,truction Notes" on __ _. I x approved plan for further .c•a• I _ - -- xxxxxx conditions/provisions. -xxxn(x-- - - - - - : - _ _ i XXXXXX _ 1 i 4. CAUTION...the storm drainage work sites --', i I 1 system (design/installation re- I I 88308830 & 60 S'W'x *x I 1 sponcility) is not yet resolved; Commercial St. x and is not "approved" hereby. 1 (5) Nott THE CITY Of TIGARD DOES NOT, HEREBY. GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE RIGHT OF WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON. THE APPLICANT AGREES TO DEPOSIT THE REQUIRE? SECURITIES. TO COMPLY WITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK. AND TO SAVE HARMLESS THE CITY AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS 1 • APPLICANTS SIGNATURE / DATE I I • LETTER OF COMMITMENT (Performance Bond) I Suphap T. Dibbayawan have received from (lending institution) , a loan commitment in the amount of $18, 021.00 to finance public street and sewer in rovements located in the City of Tigard, Oregon, said improvements being located at 8830 & 60 S.W. Commercial Street . This loan commitment is specifically for construction purposes and the improvements are to be completed in conformity with City approved construction plans and the street opening permit thereinregard. I have agreed that disbursements of the $1t3, 021.00 will be made in accord with the following schedule upon completion of each, or all , item(s) ; but not including the hold-back described below. ITEM AMOUNT Site Preparation/Restoration $ 1, 016. 00 Street & Appurtenances 11 , 390.00 Sanitary Sewer & Appurtenances 300.00 Storm Sewer & Appurtenances 3, 300. 00 Water Line & Appurtenances 275.00 Underground Telephone & Electrical, etc . 220.00 Concrete Sidewalks & Aprons 1, 200. 00 Miscellaneous (pavement markings & devices, etc) 320. 00 I have rntered into a "Street Openig Permit Agreement" whereby we have agreed ta install all improvements in accordance with the requirements of the City of Tigard and we are hereby authorizing you to hold the above-stated funds to pay them to us only when the following has been adhered to: That the City of Tigard has provided written certification acknowledging release of any or all sum(3) , or portions thereof, pursuant to the above itemized schedule of improvements. Pursuant to the above schedule, 10% of the commitment funds (i.e. , $1, 802. 10) will be held back through the normal one year guarantee period or until final City Acceptance of the project takes place or until the City is provided with a separate maintenance bond, effective for said one year period from the date of City tentative acceptance of the work, to assure continued freedom from defects, and maintenance, during the guarantee period. Concurrent with the final release of these funds, establishment proceedings will be instituted. It is understood and approved by all parties of concern to this letter of commitment that the City of Tigard shall have first claim and priority to the sum of $18`021 .00 less i. 4 disbursements approved by the City of Tigard, in the event of any defects or failures to correct such in the construction of the required improvements. It is further understood and agreed that the aforesaid priority of claim is paramount to all parties including the lending institution making the loan and that the lending institution has covenanted and agreed that the sum of $18,021 .00 less disbursements approved by the City of Tigard shall be held available to satisfy any aforementioned claim by the City notwithstanding default on loan by borrowing party or termination of loan by lending institution. Date: Sincerely, Suphap T. Dibbayawan Approved and Accepted: ADDRESS: (Lending Institution) BY: X (Attach notary information and (Title) signature(s) authority ADDRESS: _ di/MI Aibbayawan.l oc 1 LETTER OF COMMITMENT (Performance Bond) Page 2 TRANSMITTED FROM 503 65,7 7163 09. 26. 91 13; 21 P. 01 *CLACKAMAS EP Quality service on latg. ,td small orders hlltiup R drlively,v,i 1Aft• • Cl(�CI�A1' telyh.��l�lm, M•!e tl�tl•5 tU IMPRINT 3PRIMT 657.0333 v fSm I• rDIuuIInss • High Sped Copies • Septa, • Copies • Mylhre • 6nInrgernenit & Reductions • ltNt service • Melting d, Molter Supplies ®C 4 C.lenlel Dullness Cenie/, 10►11 SD llwy. Ill s cinchmmm, un • rAX Is►•►lu PLEASE DELIVER THE FOLLOWING Prt ES TO' •1/, i A / /i//. ya4 FPOMIAMJL '1L At QQ1LCAt_ - ##AA#QAA#AAA#AAA#*A# A A AA# * *AAAAAAA****AAAAAAA#AAAAAAA#A#A#* We are transmitting from FAX Number 1-503.651.7163 . Number of pages • Z-- (including the cover) Date " 2-(P - ry i Time of Day / PPP—) If you experience problems in receiving this transmission, please cell 1-503-657-0353 . AAAA#*AAAAAAA#****AA AA AASAAAA AAAAAAAAAAA *AAAAAAAAAAAAAAAA# Additional Commehts , • _ r . TRANSMITTED FROM 503 1,7 7163 09. 26. 91 13 : 21 P. 02 *CLACKAMAS BF' DENALI ENGTNEERINO P . O . Box 22791 M11Weukie, Oregon 97222 ( 503 ) 653--8917 Septemh .r 26 , 1941 ENGINEER ' S ESTIMATE FOR PUBLIC TMPPOVEMENT SW "OMMERCIAL : '1', TIGARD T Sc'ANDIA MOTop:7 ITEM QUANTITY !NITS PRICEI'� AM :N'. UNCLASSIFIED EXCAVATION 127 CY $ . 00 $1, 016 .0ii CRUSHED A(;14, ;/4" ,," F4 TON : S . 00 960 . 0) CRUSHED AGO, 1"-0" 254 TON 1`- . 00 3, 81Q . 0r ASPHALTIC C oNC.'RETE 84 TON 55 . 00 9,620 , J0 STANDARD C'UPB 20C LF 1 fl . ,;i 2, ;:. . C'') ^IfEWALK 200 LF 6 . 00 1 , 2:.'u . 00 CATCH BASIN 1 EA 600 . 00 600 . 00 12" ADS N-12 PPE 36 LF 35 . U0 1 , 260 . 00 6" PVC 30 LF 8 . 00 240 . 00 MANHOLE, STANDARD 1 ;A 1 , 200 . 00 1, 2u0 , 00 TRENCH CUT & BACKFI T,L, 5S L(' 5 . 00 215 . 00 WATER TRENCH CUT +4 PACKEH I f,, 5c LP' 4 . 00 210 . 0o ELECTRICAL SANITARY SEWER TAP 1 l;A 330 . 00 300 . 00 PAVEMENT MARKING ALI. FEQ ' L' I 21.0 . 00 ,''AG . 11i OPOECT MARKER 1 EA 70 . 00 .70 , 10. TOTAL PUR:.1 C IMP1:uVEMENT COST : $1 , O2 ; . 00 1 NOTE : COSTS OF EROSION CONTROL. AND TRAFFIC CONTROL HAVE BEEN CONSIDERED INCIDENTAL TO OTHER ITEMS OF WORK 3(,I `7. " �I I6\ srm t f2,7) S CL7 14):U.C‘k VA, Ofnis -sw ") ,y °;.1. vie?1,,et C • '--Nth' C_ , ,�5\'+ .. 411 ^ ~~�~~�.. ' ....~~ / �� i —�c�/ / / 4r �� / / �w ^J tie-c-- DENALI DENAL% ENGINEERING P.O. Box 22791 \ Milwaukie, Oregon 97222 (503) 653-8917 * ° ie 56-15 ENGINEER' S ESTIMATE FOP PUBLIr IMPROWMENTS SW COMME'CIAL ST, Tl8ARD l 5C,.ND | ^ MUTORS ITEM '/ |�i' ' , | ' HI ! ,| r[ l /F U/r |N | UNCLA3S[ 'IED EX1 AVA [|ON ] �7 rY 8. 00 $ 1 , 016. 00 CRUSHED A/ G, 2/4" -u" 64 TON 15. 00 960.00 CRUSHED A6/ , 1 "-0" 254 TON 15. 00 3, 81V. 00 ASPHALTIC C CRETE 8^1 TON 55. 00 4^ 620.00 STANDARD CURL 200 Li 10. 00 2, 000. 00 SlDEWALI , V^ LF 6. 00 h CATCH BASIN # [A 600. 00 "/ I , ''^`. '^' * ��(l�� f��' ADS N-12 FTP ' | | 35. 00 '' TOTAL PUDLIC COST: $?4 . 91 ^ . / � *� 4 U. �* �� ' - � I ' ^ / < ^'' , ' c\ ,x ' ' \ � ` Z \ �� .. ' �� • MEMORANDUM CITY OF TIGARD, OREGON TO: Ed Murphy, Randy Wooley, Jim Jaqua, Chris Davies FROM: Janice Deardorff DATE: September 16, 1931 SUBJECT: T. Scandia Motors You know how the saying goes about working for the City that people view you as "the City" no matter what your job is Background Monday, September 9, 1991 I called T. Scandia Motors to make an appointment to have my car serviced. After making the appointment, Toni in the office said, "we've been meaning to ask you what you do for the city to see if you could help us?" I told them what I do and asked what the problem was. Toni proceeded to tell me about their frustrations dealing with the City on their new building. Specifically, that they couldn't get any time commitments out of Jim Jaqua and Chris Davies and in general were feeling as though Jim and Chris had been unresponsive. They have been hoping to get the foundation poured before the bad weather hits but have not been able to get approval to proceed. Needless to say the tone of the conversation was frustration and skepticism in dealing with what Toni termed "the epitomy of government bureaucrats. " I told them I would let Chris and Jim know their concerns and that they would get back to them. I sent Chris a note since he was here but held Jim's until he returned from his conference. BeptemJer 10, 199 I talked with Chris who responded to my E-Mail and he told me he needed to call their engineering firm. He said he would call and get back to T. Scandia. Regina from T. Scandia called me later in the morning. I turned the message over to Vi who said she was aware of their plans and had talked with Regina in the past. I told Vi I really wasn't the right person to handle this and asked if she would follow-up. She said she needed to call them anyway and tell them the concrete permit was ready. 1 Page 2 T. Scandia Memo September l6 1991 I dropped my car off. While in the office, Regina gave me a copy of her notes regarding the timeline on their project . I told her I would pass them on to the Department Heads in Building and Engineering. So, here's their memo outlining the process to date. I will pick my car up this evening and tell them that I passed the memo along to the four of you. Attachment cc: Vi Goodwin Pat Reilly jd/bhs/tscandis '/ - CONSTRUCTION SCHEDULE APRIL Land Use Application MAY Architectural plans : J . E . Krause and Websteel JUNE Continue on plars JULY Building permit • AUGUST Excavation/foundation. A bldg . profahricatiun SEPTEMBER Building coustr•iction & piping , utilities OCTOBER Interior framing/ half-street irprovenenti utilities NOVEMBER Interior finish/continue public improvement/ parking lot/landscaping DECEMBER Finishing/moving 1 / 10/91 Pre-application Review Staff : Jerry Offer and Chris Davie: / 1 /9l Land Use Application SDR 91-04 submitted and paid fee. / 5,/28/91 Notice of Decision .SDR 91-0004; conditional approval . e 3 Staff : Ron Pomeroy and Dick Bewersdorff ll O1" 7/ 15/91 Submitted application for Building Permit 7-57C and paid fee . Staff : Jim Jaqua . At that. time, I was told that it should take 10--14 days to find out. I called Jim Jaqua about a week later to find out ' about the ; ' plan . He said there shuuld be no problem. He asked me if we have one fire-wall . I told him we have fire- walls on two sides. He said he did not- see it . 7/?/91 Denali Engineering submitted a plan for public utilities improvement to Chris Davies . 8/?/91 Chris Davies requested street profile showing 300 feet. of S .W. Commercial St. Revised was submitted about a week later . A question regarding a storm line that runs through the property came up. Engineer sent out surveyor . 8/ 14/91 A letter from Jim Jaqua to J .E . Krause requesting . detail information . After a week had passed , J .E. Krause still was not able to get a hold of Jim Jaqua to clarify his letter . (P C City 9 8 231 Talked to Denali Engr . of Tigard was still / / _ looking for the storm line in question . i 8/29/91 J .E . Krause sent in his revision to Jim Jaqua . Talked to Denali Engr . They found the storm line but, there was a problem to the line . It was not constructed per plan and the connection was done incorrectly . City of Tigard must do the correction . According to Denali , Chris Davies was supposed to find out what should be done . Denali asked if we can have foundation permit before the utilities correction is completed . Chris said he will checked into it . 9/3/911 Talked to Jim Jaqua tc. see how things were going. Did not received any confirmation . Submitted electrical calculation and mechanical plan to Jim Jaqua . I was told that a foundation permit may be issued at the enc of the weer' . Adi - A) tCV „ ,,/ ri / 6/ , aid, , / ., / epy. . . , / tc,, pv . . ... , ,..,, „,,, 4, „--- . y ,tp e . ),,, z- fil” 7// •-•A 1y, ,,, ,,,, ,, , 44.if, ,/, , i /,--(1ce v 0b 7 tpiiiL ,,/zzyi. , .7,, 17 ,,,,,, z -6 wi (0 I. / t) i i v zz 4,„. z,.... . e , on / ifri) / : ,00 xr W A (`'lje A V . Ail ,.1' Z ti' .., / e i toi;10 (1141 i . '_If 4* p 11 C. Z fit; r . it,/ 1 -ti, li111/. ,:kill, A la( Lt,v rti I "'rt., iiry 1 , e 7, ,/, ,,,i) i044 [ell ) IDC' , A VivilA I 11 �� PIEEP1C)F20=044I)LJP4 CIF- TIRAINI1f3r1 I -TT-AL DENALI ENGINEERING P. O. BOX 22791 rROJ -ECT NAM -�� MILWAUKIE, OREGON 97:!. .' FPOJErT NO. � ��'�*ww�p�� (503) 653-8917 __ , DATE: .___. ._160-_ -_------ _ "� TO: _�.�� i;(7,4,1 _____ PE: _ _____ _ __ _--~_- _ _________ ____ 4TTN: __________ ------------------------ We mre sending to you ~~~' attached ___ under separate cover via the following: ___ Contract Documents __d ~�rints, Design Review Plans ___ Shop Drmwing� ___ Change Orders --- Samples ___ Copy of Letter ___ Specifications --- Other ' ___ As Built Drawingc ___ Engineer ' s Estimate --- Bid Forms ___ Project P�port ___ Drainage C�Iculat�ons --- Plat --- __ ____ Other : __-_-_--- ------- -'---'------------ ----'------------ Number of Copies :2 Qescription: ____________ ______ ____ ___ For Signature and return u--�*� For Approval- '-- For Your Use For �eview and Commen t _-_ changes___ As �equested For Your Info ___ Prints returned after requested completed __ Other : _ _ _ ________ ____ Perna,rr' ��O ' ��,e,,--7, 2.- oz -_4•11(4:c��/~�y�_ / ^ �r �~ - ~- ' -- - - - � Lomita io: ___________ _________ ___ Qj- � , '/ _ � , Signed! ' - 71":77/74:14-/ L. /~L/ ��~. �r�-.��-~.~~, RECEIVED PH|NN/NG S�� / � �� . ^ � ~,�� \ ' . ! dIENIONIMMIIMMIRMINIMIeN VIPORTANT MISOAOE FOR r, �r � DATE _/�� IMEP.M M_ e n .LL/ I C OF PHONE `,re° I ___ AREA CAME NI.IMBFR Elf IXEMI iN TELEPHONED "V! PLEASE CALL CAME TO SEE YOU WILL CALL AGAIN `- WANTS TO SEE YOU RUSH RETURNED YOUR CALL SPECIAL ATTENTION MESSAGE _ ��---- SIGNED \ MHO IN U RA amomemi TOPS•FORMA30OPP III - /j..-r CITY OF TIGARD 1( A August. 21, 1991 \\ OREGON r Lynn J. Hanisch Denali Engineering P.O. Dox 22791 Milwaukie, Or 97222 Re: Commercial Street Improvements (SDR 91-04) Plan Dear Lynn: Attached please find one sett of ' redline' public improvement construction plans; said plan 'laving been p'rovided to the City for preliminary review. Our comments are noted thereon. Please make all necessary revisions and, then, again submit two set:3 to this office for review. Also, attached, please find a handout which :`urther describes the plan review process . Sincerely, 41 _____4(f , 11.(i) -.----===..-.---,--- ohn S . Hagman Engineering Technician Enclosure di/JM!ltr-wiic.do2 13125 S'1 J HOD Blvd.,PO Box 23397,Tigard,Oregon 97223 (503)639-4171 — DEG ; 11Li - 411/ AUG 1 9 1991 CITY OF TIGARD NIFM M # NDUN1 C3 r- T-F?ANSM i "11. 1- DENALI "i-DENALI ENGINEERING r. o. DUX 22731 PROJECT NAME: 4 / I I I LWA(JK I E, OREGON '97 1.02/4e s.0 _�!�i�t1 (507.1) f.,°i3-5917 DATE: /.r-y/ TO: _.5416' _dal:24"W RE: We are sendi nu to you "-attached ___ under separate cover via the following ___ Contract Documents ..__ Prints, Design RF,\ --- Shops Plans Drawings Change Orderss iew Samples - Copy of Litter Spet_i fi. ati��nr; ___ - As Built Drawings ► _s _-- Other ,,,,4/Enginr er Estimate ___ Porms Pr'o'ject Report --- Drainage Calculations ___ Plat ___ Application for ~-- ___ Other : I'J4. mbe f i , 4,.1 eE; _L.. C)F' r_r 14.r t, t or r: r J (,,u,kur p , Hra I E't,ur H frr Approval --_ f cr Your 1 Pe.,, • nnf ,,r _ 1 A Requested _-_ For YourIf,f'1rr1 r'c�ttrrnr:d orJr: r quested changes completed Ptrrr..r frt:.hral I t DENALI ENGINFcRING P.O, Box 22791 Milwaukie, Oregon 97222 (503) 653--8917 \ /; ENGINEER'S ESTIMATE FOP f'UBL I C I MPROVEMEN7$ SW COMMERCIAL ST, T I GARD i T SCAND I A MOTORS / ITEM QUANTITY 11NITS ;1''RICE AMOUNT UNCLASSIFIED EXC:AVATI ' 127 C:Y 8.00 $1 , 016.00 CRUSHED AGG, 3/4"-0" 64 TON 15. 00 960.00 CRUSHED AGG, 1 "-0" 4 4 TON 15.00 3, 810.00 ASPHALTIC CONCRETE 8. /ON 55.00 4,620.00 STANDARD CURB 200 LF 10.00 2,000.00 SIDEWALK 200 LF 6. 00 1 , 200. ► ] CATCH BASIN EA1 4 1100 ,00 1,3cr',ac, 15" ADS N- 12 PIPE 2'' =► L 35.00 1► 1`�i, U ► T.T, _ P ►: . f: 7•,sf : Po \{c�-1rmuci►3ct5 100 r 3co.c-v3.0c 'WAiFF let. PM:MQ-4 zfo,co Stivl . i hP / _ .3 CIO.00 .0 tv-v4., , C c \ 71.4 . c ` 4 moo.Ofd <7`t),. \ ._ ;4 'p G 'N\ LIMP/ WANT 111011•1113A010 rg--[OR_ _ ATE �/ ./(-: A.M. .----- --,&C_'�x _J OF 4'"---"61.1-44, Za• -.1.04'. - 7/41-x PHONE - P1 C" i'T 7 �� Ly/I.1.l AREA CODE l MRi 1 ( /f �V -_--- EX TENR4001 A 7- 4-' -"�� Gid/LFj� TELEPHONED _ I PLEASE CALL CAME m DEE YOU ' WILL CAU.AGAIN - - L l�L9C- 7I WANTS TDAEEYOU� � � 1 �' SPECIAL A : • y P' L ;!l 20 IL/,44Lf/f_' f'' ,�, MESSA(3 „ti SIGNED 41 . LrrNO IN U 9.,4 -� -9P.S 1p FORM 30()pr Mb t . N N fr ( r . 1 7 i--RAME. ..s. LL7 _ - .A 1_ - i i. 20I 1 .L111 '' - lt;rem. -MCA 7 t.k' . , 2 A / 4 4 , / ------ •77,7-.1 /— ii /. .• ' c '''' ' s 7 L P . • 1.4 c,' ' - ."• IC. .....t.4.a 42 - -•J'.4 ;••• 41- 7 . A '...--Ir 1 1 Ak.-0/77"E P e 1 —. ________________._ D i . 0 2 Ax4x . _ • ; --z-77-.--.7; - - • ../----- ..!,.. -..•.::-.';'..7"- . ; ..,:, .'" •4•,.. „' '• \__•__ - - — 4.______ . i ;:i ., I 14 " -:---- ' • i . Ae// P... - i4 _ 3 ,-;0 /-' !, C 41- r •,^Ne PL AC L 1 • I MAN I ICU.E i.4s, :5, k; s...as s ; 4 , i 4) l ; - .2., 67 I . --- P/P IL.VE.;• 7 _ lir -- --`--- -- . E I . -I- . . --......--- 4. . r. i 1 o 7 .:";;.) N.: .;.4: V/ 1 I . . . i III r 4. ... ... ....1.... .:. ,ss• ' 1 • iL-i- •.) F't-A NJ 4-I Jr to , r I. . • - / A t'' 1, -1 , . , . 1 .. I •-.-' . . . . . . _ . 41 , . tA 'f - ---- ----- - ---- - r. I l. o ,ir.. -I - k -.4 J •.?. - . . c; /.%•Cr= A•1/4,4-) i 90 • 1 #r- ,‘4.04.44110-1,11; -... .1:, • Ct•rd.44.1).42 , p,i .0 ivitfi474/ ....s 1., ;) , 9 5-," -It .4.) . - 5 -, Di 7%-. 04 - *),..) /.' )4Y ' '''''•-•----, (.. ... _ __ - - ,.• -- %-, • i (No I . ‘, --13 — ,,.„, - , 17)144' 7142..c. X ..-.-.....gft.1••••m....IM••N•omngmn, (I) , • :.. i , _ . 6 L / ----1 A M ° .. :.,;_ a 7, - e'•-p %......t..; . • , ! - \,, \ 4 -r-rif-a--- I'd 1-4'-T,?•.(11 1 I e- „ , ..sok Po.i-- - .15EW CL- - . • •— -- 5.4!kr- 4.4 ..•.• 4 1 . - - -----"drewa.—e-pAotA- I , vi • MEMORANDUM DF- TF:7Aht31-1 I TIAL DENALI ENGINEERING r'. (:l. BOX 227'111 PPOJEC f NAME:::,AY j/_-J M I LWAUk:IL, OREI.iLN 'J 7t: .: F 1 0J[I T N0. : _.._.4E4a __-- 1.5O0.r 653-8917 DAT[..: .._edE1_._._ ATTN: __ T11V _ _.---__ We are aon�iiny toyonV 1h I. (il.. ' l I 4�.i -__ Contract; DsaLurnent...- .- 1 rlrltey, Design F:evlew ___ IPlan% _--- Shop Dr ,awl nys ___ 1 Frarlyrt Order ,. __ InIF.1 L ___ c,�py .:�f Letter ___ IJpi . _.r "l, .:�1 1 II Dine' A: Built, Drawing," Lnyi lle r , E.stimatri IDid E . r Jr_ o act ' o . I_, 1 f'rc,)Fr. _ , kr�p :rt Ur ;Itn�aur: al _t..11 ;::rt '1. �_�n<_ I. 1. Application fol Other : Number f 1 .4,1o., 2, Description: r',.�r .;lyr,atrli . ear id ret la n _L_ U _,r Appr oval f '._'r low For Review and Comment As Reque.,ted For Your .I. . Prints returned after requested Lhange,_, completed Otheri_ Pemar t /X AJ 4 .' C•de._,�►t `_/ Ji/IC a�Ji✓ lll_l(,.•2__ /id Girt /r s.4v i rlr _-_ ' A-41 -• -- RECEIVED PLANNING AUG 1 3 1991 I ir RECEIVED PLAN .r AUG 0 8 1991 PIE MOFE:ANDUtM OF- T ANE,M I "TIAL DENALI ENGINEERING �,�'1 ,��) )f,�}� F . U. PDX : . , l r 1 J.fl_1 r NAME 1�;�= f4"'==3�f/rdAr' dab/ HILWAU' IL, IRE1.i(7N PP NOI. : _JY. y./f,� TO; ._/ 1�-��!, -!_---.-.__-_ �_,F.� __.__L.- �.�,��/ - -.w___"' `"�_c.„ ____,E.t" lite�c.cNk'.___ ____ __. _____at. � ;11!a _ -1.��r'40gr ATTN: _ e,21_>0J_6st1_ We are sending to you -__✓tta':hed _-- undo, ,,,p ,. .1 •1 ____.. ' Fu fc:1 lowing: __ Contract Documents. _�F�r int s, Design Review __ P1811:., ___ ,,heap Dr awi rigs; ___ Change Or der ____ Samp l e„.: ___ Copy of Let t rer ___ Spe'_i f i'_at i':,nt ___ Ot he ___ As Dui It: Drawinya _.__ Engineer ' s Limate _-- Did Poi IT, _y_ Project Fep�.,r t __ tr. i mage L.. 1'_u1,�,t i ons PI at. ___ App1 .i at i or, f,,,r Other : Number of Copi t, .e- DUnc r i pt i o r:__ tia#4Il .. ._Eo/r,,t/.4l!01..) ,' _ _l 04 ___ For Signature and r etr.ir n _✓iar Appr oval _ F Your l l f. ___ For Pevi ew and Comment ....... _ A,_.- Requested _ { I,r Y._4ur In Prints returned after requested changes ,..omp1 etrc•..d -- - Other i _ - ---___ .. Pea/. i'.s s "l l ,k'(/ �'I .4 (.40 - t ,,^,,,L' -4/ e.)."4.)."14cr .r t-/0 ,r.11,'"6 e e*/ It .4- y/ Atle-` oa,Cri$41 (-7 (r S 4 c6.- //....d. .t) r. Pe l7/d, ^ , 41,-/. r NI, c'[c r,:tt ,i i+rr iJ.- Ar- - 1-514 i /, ;Pe” DENALI ENGINEERING P.O. Box 22791 Milwaukle, Oregon 97222 (503) 653-8917 DRAINAGE CALCULATIONS PROJECT: 0830 0860 SW COMMEP1 IAL, T1GAPD PROJECT NO: DE 9118 ClIENT: T SCANDTA MOTORS PROJECT DRAINAGE AREA, 126' X .:00' = 25, 200 SF = 0. 56 AC . C: (COEFFICIENT OF RUNOFF) = 0.9 (DEVELOPED SITE) i ( INTENSITY ) - 1 . 01 IN/HP ( 10 YEAR STOPM, 10 MIN DURATION) O=CIA = (0.9) ( 1 . 83) (0.56) = 0. 92 LEE AREA DRAINING INTO SYSTEM IN SW COMMERCIAL: A=(400' X 276' ) = 110,400 sr = 2.53 AC olkft ofood 1 =0.9 1=1 . 83 IN/HR fifi2j4ket 0=CIA = (0. 9) ( 1 . 82 ) (2.50 ) = 4. 2 CFS SEE THE. ATTACHED PRINTOUT FOR PIPE SIZING. 1°1161r0 • ( SEWER PIPES Enter up to 10 pipes. Enter Return) only fur fluwrate and diameter to end. FLOWRATE DIAMETER FRICTION SLOPE VELOCITY (CFS) ( IN ) J.T" 1/6 ) (%) kFPS) -------- 4. 20 13.65 0.0130 0. 70 4. 14 0.46 6.34 0.0130 0.50 2. 10 0.46 6.34 0. 0130 0. C) 2. 10 Ci4 ', lee4 , ,f/3/9 /7/rt a/x. C1''' 4 Pit11 at 4fi/- 4V6.r j yti4 cult, ;lam J' 1. 31. 1991 01:13 PM P01 it QU O TA I N �nq:hy ono rcoM DOIe,. 791 Nice► quotid or jou site Ta Jon cteph, Inc. 3166 Oak Tree Crt. uollve►y.4to _.___ ..__..._--- West Linn, Oregon 97066 Auto ,repair shop Commercial St. Tigard , Oregon n►e plou►ed to quote as (Dhow►. ;'OUI Ir,qui y • - • -• •- r •sae s=:__=r,r Ma.rsfe- •:-,n ,rmwaee�r,ner, (:,,nnlily+ Oe{t/l`lf1An yea�r - --- _____.__..._.... _ .._...._. - ke -- Ameunf C]ear Jot of brush. Take clown two trees;. All materials to be piled up & left on r;i te, (ilear lot 01 brush 1rid haul-oft' to dump. 'Niko down two trees e't. leave on site, �', 700.00 Metall s Lor'm sy�;t(cn on cite , ' 3 04 . ;7 .H(�.I catch bac:ins. <>� 11 �. �►0 85 ' 6" ,al) ; piping. 162 ' 10" Alla piping. Install k" NV0 sanitary newer; 1 ,650.00 t'ireline , (i o vault, PDC, or backflow device) If on oppo:-;ite nide of street as per piano, . . 3, 780. 00 If on name side of street as per Mike (Tigard v:oats!• Po f , 2,1190.00 Domestic waterline , From Water L pt. installed meter at property line to building;! 2'15.00 * Street improvement! , 10,455.00 Saw cutting, excavate, rock, & A(; , $ 6,;:40. 00 155 ' ittandard curbs, 1 ,860.00 ea. concrete catch basin , 515.00 1 ea . approach and i' wide fidewilk , 1 , 780. 00 12xcicvr,te and rock for parking Jot, 1 ,600.00 Aophalt parking lot, 10, 750, 00 i it _ M: DEVE. u i'MENT CO. , 1 Nr; , PROPOSAL and CONTRACT 1),It, Aug. 2 , 1,) 91 ..._ TO Steve Chew DBA Jonsteph,_ Inc. 3166 Oak Tree_Crt. West Linn, Oregon 97066 _ - _____ hear Sir. JOB, T-Scandia Motors :;. W. Commercial. St. , Tigard, Ure. _ _WE' regi,,,.. furnish .111 nl,lfe'rials and rerI uui ,ill laho, necessary to complete ,he follnw'Ing. Clear_ lot of brush. Take down two-.tLeg-a_ or owners._to__dispone. of.. . __ Additional cost later if we have to remove branches. $ 2,-Z00_.OQ_.- install, On site storm. $6,115.00 . :Sanitary hewer. $1,650.00. Waterline. $245.00. Fireline from property line to within 5' of builtlinG. $2,490.00 No vault, FDC, or backflow device. To be done by sprinkler company. Halfstreetimprovement. $10,455.00. Lxct:.vate & rock for parking lot. .0,600.00. Using dirt compacted to sub grade and 6" 1"-0 rock base._ Asphalt parking area. $10,750.00. ___ does not include ny ermits, or fgec El(el1V/9 7'W _ d /W. .- y� no-----7,—„--- -- ,YaiWyj► /.c6 -fes bi e dr. �' 14-, -1-- �J/ .A Il oche aKov work to he completed 111 a substantial and workman man er actortltn�• to stale it,' 1,•.ti aces for the sum of fortY_ thrtl_$OUsand_-IilLe_eY.enlullars (: 43.O05.00 Payments to he made Py the tenths Qf- ,tie month for work completed the._._._— previous month. -_--____- _—_ _—_-_.. -_ . _ —as the work { roftresses rhe value of _.- -.one—hundred ____ per cent t . _IQQ ' ) of all work completed. the r,lt•re a!1 ,..Int of contract to be paid within the tenth of the month alp atter , ,impletion. An alteration or deviation from the above specifications involving extra cost of material or labor will ,nit be executed upon Written order,, for same, and will become an extra charge over the sum 1 neI to this contract All agreements must he made in writing. Timb line Development Co,Inc. Resprioun subttAi .,1. / / ,; I I% ..- FA.4."-et77 esident ACCEPTANCE You are herehv aurht,rlrr d t,• ' . ” ii' nl tet 11.1i. .111,J HI!.., • ,pu", .I I„ t'ltt/lrlt•tt• OW 1,of nit-n• 'I, sit ,! !It the ,Ibu%%t f,tulvl•.,1 I , ' . 1 ,II•It ,' 1„ r,11 the ,amount IO) flflglle,I In u: , •uf'osal. and ,It t of I,! 1• ,,, th, •r • ••.. •, ..t 1 . r I I/ / (---";411i/ onn ep , Inc. August 2 L91 t.Vf111'rORINNO 30230 PRINTED,NUSA \1t'A5 . N Cheri ,l ( 11 ,. Pro(C10. ,AC;' I.T µ ftAk-k.at tL.N /4 Re: Dear . i Attache.:, please find set (s) of ' redline' public improvement construction pens; said plan (s) having been provided to the City for prelimina. eview. Our comments are noted thereon. Please make all necessary revisions and, then, again submit set (s) to this office for review. Also, attached, please find a handout which further describes the plan teview process . Sincerely, John S . Hagman Engineering Technician Enclosure H:\ENODUc\MASTERS\OCc2.Msp Lam. ( 1/ I ', _ Gatuk 1). .706 CITY OF TIGARD NOTICE OF DECISION SITE DEVELOPMENT REVIEW ;;DR 91-0004 DIBBAYAWAN APPLICATIQIj: A request for Site Development Review approval to allow construction of an approximately 9, 250 square foot automotive repair facility with an office. Zoning: CBD, AA (Central Business District, Action Area overlay zone) . Location: 8830, 8840, 8860 SW Commercial Street (WCTM 2S1 2AD, Tax Lots 1200, 1202, 1204) . DECISION: Notice is hereby given that the Planning Director's designee for the City ^f Tigard has APPROVED the above request subject to certain conditions . The findings and Inclusions on which the decision is based are noted below: A. FINDINGS OF FACT 1 . Background The subject site was included as part of the original Ci'.:y of Tigard incorForation which was re.;orded on September 11, 1961. This land was originally divided an part of the Morin's Addition Subdivision on May 27, 1927 . No land use or development applications for this cite have been reviewed by the City of Tigard. 2. Vicinity Information The subject parcel is bordered on all sides by properties which Are zoned Central Business District (CBD) . Magno Humphries ties d' rectly to the southeast of the subject site. Immediately to the northwest of the site is an office/warehouse building which was last occupied by Pacific Red Lion. Directly to the southwest lies the Southern Pacific railroad and associated right-of-way. The property to the northeast, across SW Commercial Street, contains the Ash Street Apartments and the Tualatin Valley Fire and Rescue Station # 221 . 3 . Site Information and Proposal Description The site is presently undeveloped. There are currently seven near mature deciduous trees located along the NOTICE OF DECISION - SDR 91-0004 - DIBBAYAWAN PAGE 1 t I back of the property. The site is covered with a variety of low lying natural grasses . The applicant requests Site Development Review approval to allow the construction of an approximately 9,250 square foot automobile repair facility with an office. This development is proposed to provide 24 p'rking spaces located along the northwest and southeast portions of the site. The applicant proposes 15. 18 percent landscaping coverage with four Flowering Dogwoods to be located along the street frontage of the site. Ten Mugo Pines will also be located on the interior portion of the site. 4 . Agency and NPO Comments The Engineering Division has reviewed the request and provides the following comments: 1 . Streets: The site fronts S.W. Commercial Street which is classified as a minor collector and is within the Central Business District which requires a 60 foot right-of-way, with a pavement width of 40 feet and 5 foot sidewalks . This site currently has no improvements and should be required to install standard half-street improvements. ( 2 . Sanitary Sewer: The site currently has a 10 inch sanitary sewer line located in SW Commercial Street along the frontage of the property. This line is adequate to serve the site. In addition, there is an existing 12 inch sanitary sewer line that runs along the westerly property line within a 20 foot easement which is also adequate to serve the site. 3 . Storm Sewer: The site has a existing 10 inch storm drainage line that runs along the frontof the site and then crosses along the westerly portion of the property. Based on the information in the Engineering Department 's "as- built" file there is a 60 foot wide easement for the storm drainage system which appears to start from the westerly edge of T.L. 1202 . In addition, based on the plan that was submitted by the applicant, it appears that the proposed building does not encroach upon this easement . The Unified Sewerage Agency has established and the City has agreed to enforce, (resolution No. 90- 43) Surface Water Management Regulations NOTICE. OF DECISION - SDR 91-0004 - 1IBBAYAWAN PAGE 2 - requiring the construction of on site water quality facilities or fees in lieu their construction. Requiring rface wat :Duality facilities on small sites would i cult in numerous fa :ilities that would become a maintenance blrden to the City. Furthermore, the applicant has not proposed any such facilities and there are no natural depressions or other aromas of this site that are particularly suitable for water quality such facilities. Regional facilities, funded by fees-in-lieu of construction of these facilities, would provide the required treatment with improved reliability and less maintenance. Consequently a fee-in-lieu of the construction of on-site water quality facilities should be assessed. 4 . Traffic Impact Fee (TIF) : ''ishington County has established, and the City has agreed to enforce, (Resolution No. 90- 65) Traffic Impact Fees . The purpose of the fee is to ensure that new development contributes to extra-capacity tiansportation improvements needed to accommodate additional traffic generated by such development . The applicant shall be required to pay the fee. Based on the applicants submittal, there currently is no identified ure for trip determination as outlined in the Traffic Impact Fee Procedures Manual . Therefore, the fee shall be based on either actual trip generation of a same or similar use verified by a registered engineer or on a use most similar in traffic generation as determined in Appendix "A" of the Traffic Impact Fee Procedures Manual . The City of Tigard Building Department has reviewed this proposal and has offered the following comments: The shop area will be constructed as an H-4 occupancy (as per State Building Code) and should be designed as such. The Tualatin Valley Fire and Rescue District has reviewed the proposal and has the following comments: This structure will exceed the allo.able fire flow of 3,000 GPM. The structure will either require upgrading, subdividing or protection with automatic sprinklers . Hydrant location approval will be coordinated with Tigard Water District. NOTICE OF DECISION - SDR 91-0004 - 1IHHAYAWAN PAGE 3 The City of Tigard Field Operations Division has reviewed this proposal and offers the following comment: The site plan indicates a proposed connection to the storm sewer located in the front of the site and crossing SW Commercial Street. Operations proposes connecting to the 24 inch storm sewer line which runs along the east side of the site, thereby eliminating the need to cross SW Commercial . The City of Tigard Parks Maintenance Division, Tigard Water District. General Telephone, and Portland General Electric have reviewed the proposal and have issued no comments or objections . No other comments have been received. B. ANALYSIS AND CONCLUSION Code Section 18.66 .050(A) (4) (Central Business District) of the Community Development Code (CDC) allows a maximum building height of 80 feet. The height of the automotive repair facility and office is proposed to be approximately 27 feet and therefore is within the building height allowed in this zoning district. The CBD zoning district requires a 30 foot minimum setback where a commercial use abuts a residential zoning district. This development does not abut a residential zoning district on any side and therefore no setback requirements apply to this site. The applicant has indicated that approximately 7, 150 square feet of the building will be used for the repair of automobiles . The balance of the building (approximately 2, 100 square feet) will be available for office, lunchroom, parts storage, and customer service uses . These USES are classified in Code Section 18.42 (Use Classifications) as Automotive and Equipment: Repairs, Light Equipment) . Under this classification the parking requirement of Automotive Repair requires one parking space for every 500 squ,4re feet of gross floor area . The proposed building's size of approximately 9,250 square feet necessitates a minimum of 19 vehicular parking spaces. The site plan proposes 24 parking spaces and therefore provides an adequate number of parking spaces which satisfies the code requirements for this proposed use. NOTICE OF DECISION - SDR 91-0004 - DIBBAYAWAN PAGE 4 State of Oregon House Bill 2084 , which became effective September 1, 1990, requires two disabled person parking spaces if 26 to 50 parking spaces are provided. The proposed plan provides for one disabled person parking space. Therefore, this code requirement is satisfied. The site plan does not indicate an allocation of space for the provision of bicycle parking. Code Section 18. 106 (P) requires one bicycle parking space for. each 15 vehicular parking spaces in any development. Therefore, space for two bicycles shall be provided. Therefore, this code standard has not been satisfied. Subsequently, the site plan should be revised to provide for the required two bicycle parking spaces . The site meets the minimum access standards through the provision of one 30 foot wide access driveway from SW 72nd Avenue. Code Section 18. 108.080(A) requires that commercial use parking areas with less than 100 parking spaces be provided with one access drive with a minimum access width of 30 feet. The accessway must be paved to a minimum width of 24 feet. The applicant is proposing a 40 foot wide accessway and therefore surpasses this access requirement. Code Section 18 . 108.050 requires that a walkway extend from the ground floor entrances or from the ground floor landing of stairs of all commercial and industrial uses, to the streets which provide the required access and egress . The l proposed site plan does not indicate that a walkway has been provided . Therefore, the site plan should be revised to provide the required pedestrian walkway. Code Section 18. 100. 110 (Screening: Special Provisions) :►tates that trees shall be planted in landLcaped islands in all parking areas, and shall be equally distributed and on the basis on one tree for each seven narking spaces in order to provide a canopy effect . The proposed landscaping plan has approximated this placement by providing five interior parking lot trees whereas the Code only requires four parking lot trees for a parking lot of this capacity. Developments within the CBD zoning district are required to provide a minimum of 15% landscaping on the site. Of the approximately 25, 110 square foot lite, the applicant has proposed to landscape 3,812 square feet. This surpasses the minimum landscaping requirement by providing approximately 15. 18 percent landscaping whereas the Code requires only 3,767 square feet for this site.. Section 18 . 102 (Visual Clearance Areas) requires that a clear vision area shall he maintained on the corners of all property adjacent to intersecting right-of-ways or the NOTICE OF DECISION - SDR 91-0004 - DIBBAYAWAN PAGE 5 AL intersection of a public street and a private driveway. A clear vision area shall contain no vehicle, hedge, planting, fence, wall structure, or temporary or permanent obstruction exceeding 3 feet in height, except that obstructions which may be located in this area shall be visually clear between 3 and 8 feet in height (trees may be placed within this area provided all branches below 8 feet are removed) . Visual clearance areas shall be that triangular area formed by measuring a 30 foot distance along each of the right-of-way or property lines and then connecting these two 30 foot distance points with a straight line . The proposed landscaping plan identifies Flowering Dogwood trees as the suggested street trees. Although this tree is a good aesthetic choice for this site, the relatively short stature of these trees does provide some concern with the compliance of the vision clearance area. Therefore, alternative trees should be proposed to replace the dogwoods which are within the vision clearance area. In addition to being zoned CBD, this site is also within the City's Action Area overlay zone. Code Section 18.86 .030 states that outdoor storage of materials, products, or supplies is prohibited for new development within the overlay zone area. Therefore, there shall be no outdoor storage of these items, including the long-term storage of operable or inoperable vehicles, on the premise' . C. DECISION Based upon the above findings and conclusions, tie Planning Director's designee hereby APPROVES Site Development Review SDR 91-0004 subject to ' he following conditions: BUILDING PERMITS WILL NOT BE ISSUED UNTIL THE CONDITIONS LISTED BELOW ARE SATISFIED OR AN ACCEPTABLE PERFORMANCE ASSURANCE IS POSTE[). UNLESS OTHERWISE NOTED, PLEASE CONTACT CHRIS DAVIES IN THE ENGINEERING DEPARTMENT AT 6:19-4171 . 1 . A revised site plan shall be submitted b'hich shall provide for the a pedestrian walkway leadiig from the automobile repair facility to the street frontage on SW Commercial Street. Additiorally, this revised site plan shall indicate the placement of a minimum of two bicycle parking spaces. STAFF CONTACT: Fon Pomeroy, Planning Division (639-4171 ) 2 . A revised landscaping plan shall be submitted which shall provide for alternative trees to replace those which were suggested to be placed within the vision clearance area. The revised landscaping plan shall NOTICE OF DECISION - SDR 91-0004 - DTHFAYAWAN PAGE 6 meet the requirements of vision clearance. STAFF CONTACT: Ron Pomeroy, Planning Division (639-4171) 3 . Standard street improvements, including concrete sidewalk, driveway apron, curb, asphaltic concrete pavement, sanitary sewer, storm drainage, streetlights, and underground utilities shall be installed along the S.W. Commercial Street frontage. Improvements shall be designed and constructed to minor collector street standards and shell conform to the alignment of existing adjacent improvements or to an alignment approved by the Engineering Department. The Engineering Department shall make a final determination as to what alignment, based on information provided by the applicant and City Standards, the improvements ,L shall be built to. '7 —VP 4 . As part of condition 3, above, the Engineering t kvIr1 M Department is required to determine to what alignment �� the street improvements will be built to. Ii it is ''/' determined that a new vertical alignment is required then the applicant shall be required to provide half- street improvements including interim improvements to maintain traffic flow in the northbound lane; if the existing alignment is used then the applicant shall be required to provide 20 feet of asphaltic conc..7ete pavement. 5. As part of the improvement plans the applicant shall submit details and calculations that show the change in the amount of impervious surface area created by this development. In addition, the fee-in-lieu for wat3r quality iihal] be paid. 6. The applicant shall pay the Traffic Impact Fees (TIl') prior to the issuance of a Building Permit . The actual TIF will be based on either actual trip generation of a same or similar use verified by a registered engineer or by a use listed in Appendix 'A' of the Traffic: Impact Fee Procedures Manual most similar in traffic generation. 7 . An erosion control plan shall be provided as part of the improvement drawings. The plan shall conform to "Erosion Control Plans - Technical Guidance Handbook, November 1989 . " 8. The applicant shall submit evidence that the proposed building does not encroach upon the sanitary sewer easement or the storm sewer easement that crosses the parcel . Alternately, a request shall be submitted to the City of Tigard Engineering Department for a NOTICE OF DECISION - SDR 91-0004 - DIBBAYAWAN PAGE 7 vacation/quit claim to that portion of the easement where•lpon the building encroaches . As part of the vacation/quit claim request, the applicant shall submit the following information: existing property lines, outline of proposed building(s) , existing easement lines, location of sanitary and storm lines both vertical and horizontal, and offset lines from proposed bui'.ding(s) to the sanitary/storm line(s) . If it is determined from all the supporting evidence that a po-.tion of the easement needs to be vacated/quit claimed, and that by doing so it would not have a negative impact on the serviceability of the si►nitary/storm line(s) , then the Engineering Department s;►all process the request. Conversely, if it is th termined that the full 60 foot eaaement iE needed, then the applicant shall be requi7ed to ►submit a revised site plan which shows that taere would be no encroachment upon the easement. 9 . Driveway cuts shall not be permitted within thirty feet of intersecting right-of-way lines nor within five feet of property lines . 10. A profile of S.W. Commercial Street shall ;le required, extending 300 feet either side of the subject site showing the existing grade and proposed future grade. 11. Two (2) sets of detailed public improvement plans and profile construction drawings shall be submitted for preliminary review to the Engineering Department. Seven (7) sets of approved drawings and one ( 1) itemized construction cost estimate, all prepared by a Professional Engineer, shall be submitted for final review and approval (NOTE: these plans are in addition to any drawings required by the Building Divis:.on and should only include sheets relevant to public improvements . 12 . Building permi:s will not be issued and construction of proposed public improvements shall not begin until after the Engiucering Department has reviewed and approved the public improvement plans and a mtreet opening permit or construction compliance agreement has been executed. A 100 percent performance assurance or letter of commitment , a developer-engineer agreement, the payment of a permit fee and a sign installation / streetlight fee are required. PRIOR TO OCCUPANCY THE FOLLOWING SHALL BE ACCOVPLISHED: 13. This structure will exceed the ,ilowable fire flow of 3,000 gallons per minute. Therefore, tha structure 4 r1OTICE OF DECISION - SDR 91-0004 - DIBBAYAWAN PAGE 8 shall either require upgrading, or protection with automatic sprinklers vire hydrant location approval shall be coordinated .'ith the Tigard Water District. STAFF CONTACT: Gene Birchell, Tualatin Valley Fire District (526-2052) 14 . All landscape materials, site improvements and required public improvements shall be installed as per the approved site plan or performance assurance shall be posted guaranteeing installation within a short time after occupancy. STAFF CONTACT: Ron Pomeroy, Planning Division, 639-4171 . 16. Sign permits are required and shall be obtained prior to the installation of any sign on the site. STAFF CONTACT: Victor Adonri, Planning Division, 639-4171. 17 . There shall be no outside storage of materials, products or supplies, including vehicles, pursuant to Section 18 .86.030 (A) ( 1 ) (Action Areas) . STAFF CONTACT: Ron Pomeroy, Planning Division, 639-4171 . 18. A tree removal permit shall be obtained prior to the removal of any tree on this site. STAFF CONTACT: Victor Adonri, Planning Division (639-4171) . THIS APPROVAL IS VALID IF EXERCISED WITHIN EIGHTEEN MONTHS OF THE FINAL DECISION DATE NOTED BELOW. D. PROCEDURE 1 . Notice: Notice was published in the newspaper, posted at City Hall and mailed to: l 1C The applicant and owners If x Owners of record within the required distance X The affected Neighborhood Planning Organization _ 1 Affected government agencies 2 . Final Decision: THE DECISION SHALL BE FINAL ON 6/7/91 UNLESS AN APPEAL IS FILED. 3. Appeal: Any party to the decision may appeal 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 1.0 days after notice is given and sent. Appeal fee schedule and forms are available at Tigard City Hall, 13125 SW Hall Blvd. , Tigard, Oregon. NOTICR OF DECISION - SDR 91-0004 - DIBBAYAWAN PAGE 9 The deadline for filing of an appeal is 3:30 p.m. 67/91_ 4 . Questions: If you have questions, please call City of Tigard Planning Department, City of Tigard City Hall, 13125 SW Hall Blvd. , Tigard, Oregon. dr PREPARED BY: Ron Pomeroy DATE _A$sistant Planner APPROVED BY: Dick Bewersdoiff DATE Senior Planner rp/SDR91-02 .DEC I NOTICI? OF DECISION - SDR 91-0004 - DIB8AYAWAN PAG! 10