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Tigacd Stceet 9650 CITY OF TIFARD OREGON October 4,1988 George & Greg Mull 2445 SW Timberline Dr. Portland, OR 97225 Re: Street Opening Permit #268-87 Dear Mr. Mull: I haven't been able to reach you by telephone, therefore, I'm sending this .Letter. As soon as I receivec1je as-builtmylarlillustrating the street and storm sewer improvement Iworc-perforfred under permit number 268-87, I will give you a letter_ releasing the assurance deposit. /EngiSi;iFerply,, neering ohn S. liagTech. �nI3E. Ib 13e r 13125 SW Holl Blvd.,P.O.Box 23397,Tigard,Oregon 97223 CITY OF TIFA RD OREGON October. 3, 1988 George & Greg Mull 2445 SW Timberline Br Portland, OR 97225 Subject: Street Opening Permit No, 268-87 Assurance Gentlemen: In the matter of the Fight thousand eight: hundred eighty nine dollar and fifty cents (8,889.50) assurance (Account No. 59-0243.34-5) between Benjamin Franklin Fedor,l Savings & Loan Association and George & Greg Mull and the City of '"hard, Oregon; this is to ejerve as a letter of authorization to allow said Savings & Loan Association to release to George & Greg Mull all of the deposit entruse(i to said Savings b Loan Association. City of Tigard, Oregon Y City Fngi nee r br/7297b 13125 SW Hall Blvd„P O.Box 23397,Tigard,Oregon 97223 1503)639-41'/1 — Ile- am; s�� /' -e;?V 7z- z.� - ' George & Greg Mull 2445 SW Timberline Dr. CITY OF 'TIGARD• Portland, OR 97225 PH./1626-4306 Public Works Department 9%23/88 This letter is to inform you that the half-street improvement project (permit 11268-87) located at 9710 SW Tigard St. is now completed. Mike Mills has inspected the project from start to finish and is satisfied with its completion. We would now like t3 draw out whatever amount of money we can front our security account ($8889,50) held in savings at The Benjamin Franklin Cedar Hills brarch, account #59-024334-5. Thank You George b Greg Mull M1 K.E. 3��. : f�1C-2SG IOZfpeJ 1-1 iVAS �K -f;7 I> W t It6ce�v e.� a R�Qu�9rT �Gc+�Y ,.►-r rri�rt�.ti'`j 't,o +•►)+ULW 'TWO lD%\VCWAk%4 I.C4L,&S'i ON Vw, yR/►MI- I►,v�.aaUt bvt�wtG. �Ns°t�+.t.�''r�oN of Trl�i. � NV�.t. F'IeaS�Q.T GVLV�R'r'� , A `) VL Aet I\I N f�tw �t'.I�+IJta` W oa�.�Y•,, /�wTNO�:7^'tl01►+� 'f�O "�U tyR+��r b•�A`( ^GG C'L!'r �.•��"1a� N w • Z H!\o/E (V+A Zf.l F.TNchl R10�t�+4r.'t., TNS. �kaE,2 . '_ "N VOL 1�� a u��..t �+pt li►�t to�� .1.1'x"S va �Yyrt , NE l�V�.,�S ��iERg 1 a RC 4 Alto 4.� -7t-t- w4VCRT' tE:W4'�N'va W+LL %E MtC.6.5, S h w-%t 'Y o 4 Ik r.V T , o"T'A t%w ibt % 1�D D'1`t1�.R "�+4�.a�c �C 14��T O1�'ilRt..►.a►t".[ �..I�L r.►r.rvM.C. , TO : CITY OF TIGARD FROM : SEEZER PROPERTIFS SUBJ : EXTENTION OF CULVERT DATE : SEPTEMBER 29 , 1987 ATTN : JON HAGMAN In reference to the enclosed letter , would it be alright to extend the culvert towards Fanno Creek Bridge? By adding on 5 to 8 feet it would be a lot easier to get the larger trucks off of Grant Street quicker for traffic purposes . Thank you for your time in this matter . See er Properties ((11 4c \ 200 21 100 2 04 Ac ^, , 0 „ 3/Ac—r J Nzo•es'W \ sNo T b o4 �... CJI/ V O ` °h �a o e, tiO., �400 � e cN J � h I 30Ac W 501 � o � ,� _ Aq N = 2.434c °;e�\uz?oo i N uI + !N a .r eo C/A e 600 F ,oto .TOAc ��B^'cp \ I r M`�O� �° 800 "'! N t 1� O b 500 41b n 454c I ^ w� ti b!a o r (C.S.No 11781 0 coo 40 �(/ 900 r � ,p � W 59 J M6he, C 35Ac 901 h . e•e D,w e Q ! I 19,4' , e° Mry 43Ac p 4p ry O o«~ I ° 1000 2344. r� i b M Q ; 1100 f' o' 4v u° G hb 64 Ac ° + 57 ° '19 0 e° ,a 0() / / '�► oto re 'l6Ac ry t ` V� • lb J 45 7054,. , 2%3 -- 74 1502 °J /0 4 f 1400 � 1 hD hJ n W I rn y 0 AfA�YYL/AIE w h Z\31 yA e IK • W6 tr N APPLICATION - STREET IMPR(' -MENT/EXCAVATION COPY TO: ORDINANCE NO 74-14 (WHITE)-FILE (YELLOW) INSP. (INSTRUCTIONS ON SEPARATE SHEET) (PINK)-OTHER AGENCY bldg I (BLUE)-APPLICANT APPROVED APPLICATION NO.: _3D_4___ _ NOT APPROVED CI(1' OF TIGARD, OREGON FEE. AMT-: : 355.58 PENDING FEE, PMT. CITY HALL RECEIPTa(5/ / PENDING SECURITY PUBLIC WORKS DEPARTMENT BY DATE_ ��_ 7 PENDING AGENCY "OK" Application and Progress Record MAINTENANCE BOND A) 20�? PENDING INFORMATION FOR STREET IMPROVEMENT/EXCAVATION AS RE(Iu RED X ANNUAL L; PENDING VARIANCE EXPIRATI N 7Fj: ane yeaY�____ PERMIT NO,: 268-87 DATE ISSUED y j 23 / $7 _ BY: �l^ I1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL HAIS'q---FEZ_ VEMF.NTS & _ S1'ORIX DRAINAGE FACILITIES AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT (',Exlrtl _s ego �� 11 244. S.W. T.Imberlbig Dr. Portland, OR 292-6316 NAME ADDRESS CITY PHONE CONTRACTOR �avescf _ P.O. Box_ 252 _ Beaverton, OR 292-6316 A F ADDRESS CITY —MHONE PLANS By Waker & Associates . Tnc. 11080 S.W. _Allen Blvd. Suite 100 Beaverton, OR <'43-9410 NAM[ _____ '. ADDRESS CITY - ESTIMATED IMPROVEMENT TOTAL VALIDATION ( COST); E - Rf38A_50_ _. - - UO LL ARS FOR OFFICE USE MIN.i' (�) EXCAVATION DATA: 0.04 X S _0 50 STREET DESCRIPTION _ PROGRESS_&_INSPECTION STATUS NAME SURgCECUT CUT CUT MATERIAL INSTALLED ITEM OATS REMARKS/TYPE BY T _ENGTH WIDTH DEPTH ITEM & QUANTITY —� STREET ^-- -- OPENID _Picard St. & Grant ive. - SEE AIT CIIED P INSP c- — R TION E Q U LSTIMATF_D STREET OPENING DA' E: 24_ / 87 S ESTIMATED STREET CLOSING DA'F E: / / T E - - (3) SECURITY NO. -- s STREET —_ SECURITYAMT.: S. 8889.50 _ cLosED ( SURETY CO.: -_Berij_Franklin-red. Savings & Loan Assoc. FINAL CERTIFIFO('.HFCK CASH U •OND INSPEC. (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS/CONDITIONS: FEA'rUREs: EXCAVATION LOCATION AND EXTENT. 1) Notify City Inspector (Mike Mills 639-4171) prior to camiencing I I I ( — I work, I I 2) Cbardinate tim VAC with needs CURB _ • `. _ _ _ _ _ _ _ _ _ _ _ -' . _ _ CIE j c, ' daa>sttt>m Lminr_-ss's. 3) Maintain traffic acntrol & I>�strim. S.W. Tigard Street -- safety wFouzes at all tires. c�1 e - - - - - �► _ 4) Wmk shall rr t be eamJdaru1 crxplete uti.l wkmdle� as .9-r-h by � City. ( I -- XX}{X}{XX}t}{ — I ( I I -- %50 S.W. Tigard St. Vic Azo (5) NOTE 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 OPEGON, THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS ANC) CONSI.IUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS THE CITY AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS. APPLICANTS SIGNATURE DATE / 23 / 8 7 i CITYOFTIFARD N o. 25819 13125 S.W. HALL BLVD. P.O. BOX 23397 / TIGARD, OR 97223 Date Name Address ------- Lot �- F31ocklMap Subdivision/Address -- Permit M's Bldg Plumb FOther Check_ Sewer Other -- 1113C. ----- - - II �3c. 8y Acct. No. - - Description ---` - r �---� 10.432 _ BuildiPermit Fees Amount -n '0.431.600 Plumbl-n�-permit Fees T -- 10.43_1 601 Mechanical Permit Fees 10-230-501 State Bldg. Tax - - 10-433_ Plans Check Fee -- 30.443 - Sewer.Connectlon - - — 30.444 Sewer Inspection 51-448 _ ;;treat Syst. Dev._C_h_ar�e S2.449.610 Parks I Syst. Dev. Charge— `-•`------- 52 449.620 Parks 11 Syst. Dev. Charge 31.450 Storm Dralnage Syst. Dev. Charge i 1_0.430 _ Business Tax --- - - 10.434 Alarm Permit I 10.2'27 Ball -------- 10-455 Fines • TrafficlMlsdlParking - 1 O•230- --------- CPTA Trafficc/Mfsd/Vic. Asst. -- - -1Q-456 Indigent Defense -' - -- -- - 30 122-401 Sewer Service/USA -- --- 30_122__ S USA _402 0 122-402 Sewer Service/City 30% 0-12 ewer SevicelCity Main--f. ------"- - - --JO--125 -_ Unmatched ------ .----- - __ 31.124 Storm Drainage - - 40.4 Bancroft rin. ----- 40.471 Bancroft In-t.'Pymt. ---. TOTAL CUSTOMER 1 PLEASE WE THIS TO TH-E, -CASHIER FOR A RECEIPT NAME.: DAI*E:—.--- z .5 ACCT. y DESCRIPTION AMOUNT 10-22000 Refundable Performance. Pond__Deposit _ 10-43500 Sign Permits HOP TU 10-43600 Public Sewer Plan Check/Inspection_Fee---- 10-43600 Public Storm Plan Check/Inspection—Fee-- 10-43600 Street Dedication/Public ImprovemP.nt_F,P-,e 10-43600 Street Opening Permit /7— $ 10-43601 Street and Traffic Marking $ 21-44200 Street Light Fee 10-4' 700 Subdivision Applications : 1016 S MLP 10 43900 Zoning Apr' 7 1910 1 ex GfO ORi S, �Oe JOS Ovk 10 10-1 JS POOP,-" C3 , i Arcc% ss�� /Q1iO�q o $ 1045P/Mv w ' wr AGREEMENT WITH DEPOSITOR AND TRUSTEE ON SAVINGS ACCOUNTS OR DEPOSITS This agreement is for the purpose of fulfilling the requirements of Lhv Mull 'i street Compliance Agreement dated 9/22/87 between the City of Tigard and George and Greg Mull and is entered into by the Depositor George and Greg Mu-11 and Th( R,n_'I. I r:uil(l in Trustee. The undersigned depositor and trustee do hereby assign the right to the City of Tigard to determine at its discretion the payment of all funds or securities held by The 1eL,. Franklin as trustee in the amount of89.50 In Savings Account No. 59-024334-5 or Deposit No. or Time Deposit No. in the Servings and Loan in accordance with and for the purpose of Bonding Improvements described in the above stared _)lull !i street Compliance Agreement. It is understood and agreed that the Saving:; :nul Loam will hold such funds or securities in the amount of 3 8889.50until an authorization or direction for payment is received from the City of Tigard and that the City of Tigard has the right to withdraw Prinicipal Funds with City of Tigard signature only, in the event of Nun-Performance. All fund deposits shall be renewable at maturity and at rateq and terms In effect at the time of renewal, and all interest shall be paid to or accrued as directed by the Depositor not%i.thatanding anything contained herein to the contrary. That the 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 2i G/SRh C- i7 Nr1-�� , Oregon. This day of _St pr .rta/3E/� 19C-L2_- 1 Si gnat ire of Depositor �� t_® ose Address P,-1,Q T»QT-1 An-)17. �-�_- Signature of City of Tigard / la�.eerrc�T e� C�,•.v. irr -v� Address ACCEPTANCE The undersigned hereby ecceto the funds�or s• uric •s deposited in the amount of $_, ,� �I_;�(�thls - day f 9► assL _hereby acknowledges receipt. o t e Pbooksavings � and . or the Certificate for Deposit Nr& U h'-'&- ; or certifies chat there is no Passbook issued for this account. It is urther agreed that said account will be held for the uses and purposes above stated until authorization fo- disposition is granted by the City of Tigard. / 9 (/,� Authorized Slgnsture /� ( 1444P) KNi. ZNKLIN FEDFRAI SAVINGS a LOAN ASSN. CEDPA HILLS OFFICE 10136&W,PARK WAV PMTLAND,OREGON 97228 KE R PLANNI,E~SURVEYING WA ! CIVIL NEERINGVA!ssociates inc. 11080 S.W. Allen Blvd., Suite 100/Beaverton, Oregon 97005/(503) 643.9410 FROM: Richard Cettel Designer TO: John Hagman CITY OF TIGARD 13125 S.W. flail Blvd. FILE: 85301. Tigard, Oregon 97223 DATE: 9/22/87 SUBJECT GEORGE MUt,L PROPERTY S.W. TIGARD AVE.. ENCLOSED HEREWITH ARE: __- PRELIMINARY MAP _ TENTATIVE MAP _ FINAL MAP OR PLAT CONSTRUCTION ESTIMATE CONSTRUCTION PLANS _ SPECIFICATIONS CUT SHEETS FOR GI'ADING PLAN r!nrina. phijang fid flye (5 gets of revised co Atruction plane per_yuur r uejL __ _ _-- Ahnnldyon hsvp son v-queat.icl a plpaBE GHII._— i� I YOURS VERY TRULY WAKElk ASSO,';IATES. INCORPORATED BY- WHITE TO CLIENT YELLOW TO X8 FILE PINK TO TRANSMITTAL FILE George Mull Greg Mull 2445 SW Timberline Dr. Portland, OR 97225 9/21/87 This letter is to inform you that, as a part of the development at 9650 SVJ Tigard Street, we will be required to cut the two driveways serving your businesses on the corner of SW Tigard St. and Grant Ave. The existing two 12 inch culverts under the driveways are thought to be inadequate to handle the possible water flow. We want to work with you in coordinating the construction to min- imize any inconvenience. We will only cut open one driveway at a time, always leaving one exit open at all times. The construction will occur late in September, depending on the weather, and will take about one full. day. Thank-You for your c opera on Signed — — i Title NOTE TREbE ARE 1µE ACKVr-\Ou�-Eb4MeVZ't% 1-'R4H "OkCTc bvs�►.�s+s'� ��,a, VI&Cku'�% ``�Rv►tw�t�.�t oft1 .. �v\Jt.vJlyti 216 'a �t�wlt George Mull Greg Mull 2445 SW Timberl:.ne Dr. Portland, OR M25 9/21/87 /)N;o2 (Fz - 6zi6 This letter is to inform you that, as a part of the development at 9650 SW Tigard Street, we will be required to cut the two driveways serving your businesses on the corner of SW Tigard St. and Grant Ave. The existing two 12 inch culverts under the driveways are thought to be inadequate to handle the possible water flow. We want to work with you in coordinating the construction to min- imize any inconvenience. We will. only cut open one driveway at a time, always leaving one exit open at all times. The construction will occu- late in September, depending on the weather, and will take about one full day. Th ik-lou for ),)ur�/cooper tion, L 2 7� "` 4 .... Signed Title e iGi,vy l George Mull Greg Miill 42443 SW Timberline Dr. Portland, OR 97225 9/21/87 This letter is to inform you that, as a part of the development aL 9650 SW Tigard Street, we will be required to cut the two driveways serving your businesses on the corner of SW Tigard St. and Grant Ave. The existing two 12 inch culverts under the driveways are thought to be inadequate to handle the possible water flow. We want to work with you in coordinating the construction to min- imize any inconvenience. We will only cut open one driveway at a time, always leaving one exit open at all times. The construction will occur late in September, depending on the weather, and will take about one full day. Th nk-You for you coope �tioon Signed LAKI Title 'T iN avi� biNG� �tiaamr�.la C7o aaaty, raga To— Date___ —Time__ wH E Your w E OUT M .- of ._of Phone. _ TELE ONED PLEASE CALL ETURNED YOUR CALL WILL CALL AGAIN WANT'S TO SEE YOU SH Message ""4 - S -uyv 'I p d - AA 0 y �,C �, t��10, F /Ijrc syl Sri KI � o c EN CIV WA K E R PL ANN NG"S SURVEYING W,A Associates inc. September 1, 1987 lir. John Hagman CITY OF TIGARD 13125 S.W. Hall Tigard, Oregon 97223 RE: GEORGE MOLL PROPERTY S.W. TIGARD ST. 85301 Dear .John: This letter is in reference to the subject property and the Improve- ments of Tigard Street along the property frontage. It is my under- standing from my client, George Mull, that the City would allow the drai :age to be directed along Tigard Street southerly to Grant Street anc. then westerly along Grant providing the drainage facilities could handle the drainage flows. Our ,resent development proposal provides for this drainage pattern, In reviewing the drainage facilities that direct storm waters to the west side of Tigard Street, we find that in addition to the 12-inch culvert along the project site frontage, a 21-inch concrete culvert crosses beneath Tigard Street souther'v of the project site. We have determined the maximum capacity of the 21-inch culvert to be 20.5 cubic feet per second (cfs). The capacity of thr t L ?-rh culver along Tigard Street is about ;,.5 cfs. The combLied flows of the two culverts is approximately 23 cfs. The capacit-,r of the existing, ditch along Grant Street is approximately 24 cts, not counting freeboard or ponding at the drainage culverts. The proposed arch culverts replacing the existing double 12-inch culverts at the two driveway crossings of the Grant Street ditch are sized to convey the estimated flow of 23 cfs. It is our opinion that by replacing the existing driveway culverts and with minor regrading of the ditch, the northerly roadside ditch of Grant Street can convey the storm waters reaching the ditch via the 12- and 21-inch culverts along and beneath Tigard Street. 11080 SW ALLEN BLVD. / SUITE 100 / DEAVERTON, OREGON 97005 / (500) 643-94'c, Mr. John Hagman Page 2 We submit the accompanying plans for your review and approval. Also enclosed is our cost estimate of the planned improvements. Very truly yours, AK 8R ASSnC1ATES, INC.. Gary G. E iss, P.E. Lngin ring Director Enclosures cc w/enc: George Mull I ISO - 10,000 CHART 2 168 -- 8,000 EXAMPLE (I ) (?) (3) 156 6000 0.42 Inches (3.5 fool) r4, _ 144 5,,000 0.120 cfs ----- 6. - 4,000 rre NW 6• 5.3,000 132 C het - 5 - 120 (I) 2.5 119.84. 2, 12) 2.1 1.4 000- • 108 (31 2.2 7.7 — 4,— — —� "D In feel - 3, 96 1,000 3. 800 - 84 - - ----+ — -- - 600 - -- 2•- -2...-. - 500 I1I1 72 400 a 2. I UJ 300 z N cn - 60 4 200 --- --`----- -- z F 54 / j 100 Of w 46 0 - z > ct: so — V - L 42 - 60 o I.0 1.0 IJL o N 50 HW SCALE ENTRANCE l0 Cr - 40 D TYPE cr W W UJ 36 - 30 (1) Square edge with 49 9 9 headwall 3 — 9 20 (2) Groove and rilh W W 10 hoodwall = - •8 .8 (3) Groove end •8 27 projecling - 10 24 8 -- --- 7__ .7- .7 6 To use scale (2) or 13) project 21 5 horizontally to wale (1),them - - 4 use stralght Inclined line through D and 0 scale$, or rovarte as .6 3 illustrated. 6 .6 18 _ _ — 2 - 15 5 1.0 .5 .5 - 12 HEADWATER DEPTH FOR HEADWATER SCALES 2113 CONCRETE PIPE CULVERTS BUREAU OF PUBLIC ROADS JAN 1993 REVISED MAY 1964 WITH INLET CONTROL 5-22 i T/c��i�� /��!✓uc /Gi��—' i IGS-`'j ��` --- nl= C:,035 SIDE -LOFT= ,75 ' I G= 2,D 7,(04 i 0, a5ACX O, 0, 7 X3. 4C�,� „J s = o�I 4 � _ ✓�. r ifs ;� - D%d_ I o � j �p T�,-)TAL C_Mp AncHLO r� w/ F2�►-, s�i-. a�3 01 GRA ;T 'Seer2�'FT GULVE�IZT Si '�I N & CHART 6 .3 - - 16'-7'x 10'-I' - 4,000 4 15'-4'x 9'-3' 3,000 EXAMPLE (2) 4 )— Six.: Is', 1,- * * 12'-10'x 8'-4 2,000 0. 2O0% 3 IF 4 C In d HW* Hw - 3 n w o Iteelt � 3 at< I I'-5'x 7'-3' W a. 1,000 (11 1.10 2.0 rzl 1,15 z.l 2 _ at:< 800 (7) 1.22 2.2 =u 600 eO in feet 2 2 m 500 r m 8'-2' It 5' 9' 400 300 1.5 1.5 7'-0' x 5'-I' 200 a ,.. L0 a I 72' x 44' ` IOO I.0 a 80 / 1.0 p - 65'x 40' — p�,q�� w .9 0 50 E`• UJ lil v 50 -- --- -- •9- tn 58'x 36' � L 8 8' Cr Cr ao 0 a �. to .8 v = L(o•G�5 � a 50'x 31' N i 2 .7 a w .7 HW ENTRANCE i i SCALE N 43'x 27/ C TYPE z Ln H III Heoe.oll a. 10 w 6 .6 -_ (2) Mitered to conform Q 6 L3 8 to elope m 0 36'x 22' 171 Proiecrinq I — 6 a z 5 0 a 5 � 4 w To use scale (2) or(7) project — 29' x IB' 3 horixomally to stale (1), then --- uur straight inclined Itne through 0 and 0 saulee, or renrfe as ?_5'x I6' 2 llusrrpted. •q q 22' x 13' 1.0 a ID 35 35 .5 .35 ADDITIONAL SIZES IIOT DIMENSIONED ARE HEADWATER DEPTH FOR LISTED IH FABRICATORS CATALOG C. M. PIPE-ARCH CULVERTS BUREAU OF PUBLIC ROADS JAN.1969 WITH INLET CONTROL E�ST I E I IJ N1,0 •?5,04' To Ac= 156,1 Z •TDv Ac%. 153.77 f53 IF w = 1550.85 N� Z �iz l ✓ L AC' x I 3 �i V ASS I (�� 12 v 0 c7 Z n > C z r �S� v . Z 0 1P'� c Z /ouh W z 01 ZICZ d9 O O ccti LU o UJ 0 Q) Q .... { LuL1 W J ►�+� LU JOB NO. DESIGNED ,eWC-- DRAWN -- ---— COMP. T-i,3 CHECKED /may' DATE SUJ-V 14787 c SHEET NO. 4dFILE CALM 8 2m VERTs 01 1 820* MORIZe, KP 01 OF FM SHEETS INSPECTION! NOTICE n City of Tigard BL . jing Department P O. Box 23397 Tigard, Oregon 97223 Phone 639-4175 Type of Inspection - - � (.� � __ Date. Requested 3U Tlme(fk- C A.M. P.M. Address 7 �.� (C4CI KCII �J 9l Permit #, ` Owner _ Lot # Builder The following Building Code deficiencies are required to be corrected: Presented to --- - - u Approved Inspector _ -- Disapproved Date CALL FOR REINSPECTION D YES i*a REVISIONS N0. DESCRIPTION/DATE BY /OG ._ TES, p.s erre To _�-�— -- --- - - r r �RE"G C�'A TE EXIST ,Q /5' 0.5% 1 I EX/ST D/TG,; 6Z4d%- 72� Lam► /,V � k 0 1 ✓/ � e � z w w w o� 0 PLAN SCALE 7"= 208 a low w W P � 1 1 a�h-tx S� "'�j �r �.vL� �� "--� `�-LQ � ✓l \, e.�..t: � J 1f • G-\r T`►'7`C,� �1 .ice SZIGX G'S �� V� a.� r J ` z 1 r� le-t�e.►- August 17, 1987 CITYOF TIIFARD OREGON 25 Years of SenAce 4Grory & Georgq Mull 19611986 `- 45 S.W. Timberline ��/ Portland, OR 97222 RE: SDR 87-14 (9650 S.W. Tigard St.) Dear MR. ",111: Attached please find one copy(s) of a public improvement plan. Staid 111.411 needs to be circulated through the be law noted agencies for rev irw acknowledgement and, subsequently, returned to t`„s "flue Very truly„ John S. Hagman Engineering Technician 0038W/'",2W /X/ PCE Company Northwest Natural (gas Cn 14655 SW Old Schools Ferry Rd. 220 N.W Second Avenue Beaverton, OR 97005 Portland, OR 97209 SEE: Jim Johnston, 643-5454 SEE: Ron Polvi , 226--4211 Lw General Telephone Co. /T% Tigard Water District 12460 SW Main Strout 8841 SW Commercial Street. Tigard, OR 97223 Tigard, OR 97273 SEF_. Donna Donaldson, 620-0373 SEE Rt+ ',antoo, 639 11354 Fd Wilmott - Metzger Water District / / Washington County Fire Dist N1 6501 SW Taylors Farry Roars 70665 W 11 lant Gln 1'1 rtltand, OR 97719 Aloha, OR 91001 SEE: JRsse Lowman, 245 -3331 SEE- Gone SirChall, 649 -8577 `CMtO , .µ 13125 SW Nall Blvd„RO.3ox 23397,Tigzad Oregon 97223 (503)639A171 --- 1�'-� "`" ' ' *�1r r� / V Tualatin Fire Protection District /X/ Willamette Cable T 20665 SW Blanton 14200 SW Brigadoon (:ourt Aloha, OR 97007 Beaverton, OR 97005 SEE: Gene Birchell , 549-8577 SEE: K , J Street, 644. 3188 / V Tigard post Office / / State HighwAy Division 715 NW Hoyt 713) SW Sch.alls Ferry Road P.O 9ox 3047 Beaverton, OR 97005 Portl nd, OR 97200 -97608 SEE: Lee Gunderson, 229 5002 SEE Mikc, Krygier , 794 7380 —i 0030W/0002W TIGARD STREP__- _—` ENGINEER'S ESTIMATE PROJECT SIZE —_ JOB NO. 85301 LOTS/ACRES _ _ PREPARED RWC CHECKED GGB SHEET 1 OF 2 DATE 8/14/87 DATE__8/17/87 *-ENGINEERED CONSTRUCTION (ON TRACT) SUBTOTAL COST PER UNIT Streets Storm Drainage 5,18u.0 Sanitary Sewer — Water Nf A Other Contingency x ------ l�� TOTAL ENGINEERED CONSTRUCTION (ON TRACT) _ 8,889.50 *ENGINEERED CONSTRUCTION (OFF TRACT) Streets Storm Drainage Sanitary Sewer Water Other ----- Contingency ( x ) m------- — TOTAL ENGINEERED CONSTRUCTION (OFF TRACT) _ N INCIDENTAL COSTS ----_--- Planning, Surveying & Engineering Underground Telephone/Power Sanitary Sewer Connection Fees Water Connection Fees �— County, District Inspection & Plat Recording_ Fees Soils Engineering/Construction Inspection "onsu uction Management Fees TOTA I. INCIDENTAL COSTS _ TOTAL. COST (ESTIMATE c ompetitive unit prices. SHEET 2 of 2 JOB NO. 85301 ?PARED 2WC CHECKED GCB DATE 8 14./8? DATE 8/17/87 TIGARD STREET ENGINEER'S ESTIMATE ENGINEERED CONSTRUCTION Streets UNIT PRICE QjLANI7TY EXTENSION Clearing & Grubbing _ _ X LS = 500.00 Grading, including stripping X LS - —�53—0.0 0 Class "C" A.C. Pavement "_Lift 4.00 X 135 SY - 540.00 Class "B" or "C"A.C. Pavement 2" Lift 4.00 X 135 SY = 540.00 3/4"-0" _ _Rock Base 3" Lift 1 .50 ' X _ 135 SY _ ^� 202.50 Rock Base 12" Lift v-4.60X _ 135 SY -621 .00 `Rock Base_ _ Lift X - Rock Base V Lift -~V - X -- -- _ _ _tiRock Base Lift _ X Vercal Concrete Curbs _ 4.50 - X 60 LF = �- 270.00 Concrete Curb & Gutter - X --------- 2"-0" Rock (Soft Spots) X - - �- - -- --- -- Sidewalks V 1 .60 - X 300 SF = - 480.00 _— - - ---- -- X --- �. X - SUB'T'OTAL = 3,703.50 STORM DRAINAGE UNIT PRICE QUANTITY EXTENS'.ON 12" Conc. Pipe,_G _Bedding G Backfill 18.00 X _ 69 LF 1 ,242.00 __-Pipe Bedding Backfill X = ---.--P ipeA Bedding _Backfill -----`-- -- Y --- - _ -� PipeA Bedding _ Backfill --^--- X - Pipe _Bedding _ -Backfill -^- X _Pipe _Bedding Backfill �- --- X Pipe_ Bedding_ _Backfill -_-�---� X -'-- --- _ - -Pipe_` Bedding _Backfill --_- X _ __Pipe Bedding _ _Backfill -- X _ 22" x 36" CMP Arch G Bedding G Backfill 30.00 X 80 LF - 2.400,QQ Manholes X _ - -- ----- ---- Manholes X --- -�_.--...Manholes ._- - Y --- _ Manholes �_ X Standard Catch Basins T — X Standard Oversized Catch Basins45Q 00 ^ X _ 1 EA = 4 Q41 A.C. Replacement 19 X _ 96 = ---594.0 Riprap X = Connections - Existing Pipe - X --- R.gA!Lrade D-tch X LS = 50_Q� O -- -- _ -- --_ _— X SUBTOTAL MEMORANDUM R CITY ('F TIGARD, OREGON TU: ( SeZ-V G/ 1 O Engineering Office RE: Public Improvement Construction Plan Review Request 0) S.W. -7Z -2 ,E:---s/ �L, <-,Ll-�. F��.�"/'�///H � .$�rc�. Zn-/,pro✓r�-►rte• y'� Please A ? the att?iched plan, comment thereon, acknowledge review in the space provided and return it as rapidly as possible; (preferably by Thank you, Ext. o -/, 1, STREEN' DEDICATION hNQll A1.I, NIiN I3Y '1111-;3li PHIiS1iNTS, That _•�hv hereinafter Called grantor, for the sum Of $ NO _ constituting the actual consideration for this deed, do hereby give, grant and dedicate to the City of Tigard, a municipality of the State of Oregon, its successors and assigns, a perpetual right-of-way for street purposes on, aver, across, under, Along and within the following described real premises in Washington County, Oregon: Situate in the northwest quarter of Section 2, Township 2 South, Range 1 West, Willamette Meridian, City of Tigard, Washington County, Oregon, and being a portion of Lot 60, "Amended Plat of Tigardv+.11e Addition", and being described as follows: Beginning at the northeast corner of that parcel described in Book 486, Page 32, Deed Records of said county, said point also being on the east line of said Lot 60, 20.00 feet when measured at right angles, from the centerline of S.W. Tigard Street (County Road No. 767) and running thence South 16000100" West on said east line of said Lot 60 a distance of 10.13 feet; thence leaving said east line and running North 64°49100" West parallel with and 30.00 feet south of the centerline of said S.W. Tigard Street a distance of 60.03 feet; thence North 16000'00" East a distance of 10,13 feet to the northwest corner of said parcel described in Book 486, Page 32; thence South 64°4f100" East parallel with and 20.00 feet south of the centerline, said S.W. Tigard Street, a distance of 60.03 feet to the Point of Beginning, containing 304 square feet, more or less. Subject tc any easements and restrictions of record. The basis of bearing of this legal description is County Survey No. 20,941 . To have and to hold the anove described and dedicated rights unto the City of Tigard for the uses and purroses herein- above stated. The grantor hereby covenants that he is the owner in fee simple and has a good and leE ' vo. u-rom�na,.aw orf rae� described. ROUTING - REQUEST Phase ❑ READ To --- r HANDLE ✓ 41� LJ APPROVE and Q r-f ►� MJ L] FORWARD — �� bIN� LJ RETURN _-- KEEP OR DISCARD SII.( ❑ REVIEW WITH ME __- Dais Page 2 IN WITNESS WHEREOF, the grantor has hereunto set his hand and seal. this I" �� day of •AA , 1987. STATE OF OREGON ) County of Washington)Rs BB IT REMEMBERED that on this IjS _ day of 1�• � ! , 1987 before me the undersigned, a Notary Public in and for said county and state, personally appeared the within named known to me to be the identical individual(s) described in and who executed the within instrument and acknowledged to me that he (they) executed the same freely and voluntarily. IN TESTIMO`IY WHEREOF, I have hereunto set my hand and seal this 1`` day of �' 4,. I , 1987. Notary Public for Oregon My Commission Expires: Approvad as to form this day of 1987. By City Attorney — City of Tigard Approved as to legal description this day of , 1987. By ,,pproved this day of , 1987. By _ Chairman, Planning Commission CITY OF TIGARD, OREGON I.EG I X049 i 200a 96 it P 04 Ae 100 4c 59 w ;1 61 44 -1 V. 1.)ffl- . -s"- ?(, SO03 Cv 0 400 c 00 404 0,0� JOAC ,!Oo CID 4r 501 P 2.43 d r 0 .10 700 74 lig, 6AC.. w 8 0 -3-f 0 0 500 6 434c 0 ev (C 5 No 117()1) 3i b y p/r ry cl� Poor lvo 10 00 ll� W 59 J / 900 -f5Ac ik 901 -1 0-1,- 4TAr 1000 o8 1100 t,4 AJ( 57 1190 v. 4r OJ •9a 1501 1p i3 V4c 1. o 45 Jt 701 2 3 ma 74 /� �'� , /0 4r nn CITY OF TIGARD NOTICE OF DECISION -- SDR 87-14 GEORGE E. 6 GREGORY S. MULL APPLICATION: Request by George E. and Gregory S. Mull for Site Development Review approval to allow a 3,000 square foot addition to an existing 3600 square foot computer data storage facility on property zoned 1- 11 (Industrial Park) . Location : 9650 SW Tigard Street (WCTM 2S1 2BA, Lot 700) . DECISION: Notice is hereby given that the Planning Director for the City of Tigard has APPROVED the above application subject to certain conditions , The findings and conclusions on which the Director based his decision are as noted bolow. A. FINDING OF FAC1 1 . Background A site development review request (SDR 21-84) was approved subject to conditions in September, 1984. The request was to allow construction of a 3,600 square foot warehouse building on northernmost tax lot 600. The conditions of approval included half-street improvements, right--of-way dedication, connection to city sewer, and landscaping. No other applications have been reviewed by the City with respect to the subject property (tax lot 700) . 2. Vicinity Information Properties to the east, south, and west are also zoned and developed I-P. Properties to the north across the railroad tracks are zoned and developed R-2.5 (Multi-family Residential, 25 units/acre) . 3 . Site Information The northernmost property (tax lot. 600) is presently developed and is landscaped. The parking lot has ten spaces. Tax lot 700 is vacant, is mostly gravelled, and has been leveled for development . The ,applicant proposes to develop tax lot 100 in two phases . Phase 1 will consist of a 3,000 square foot arldition to the present 3,600 square foot computer data storage facility . the addition will serve as a fire--safe vault . The applicant has ,tated that during this phase, no changes to the parking or landscaping are intended. Phase 2 involves the construction of an approximately 5,500 squaw foot building which wiil be used for new tenants. Phase 2 is intended to begin when a tenant is found for at least 5O percent of thr. socond proposed building . At that time, landscaping and parking will be brought. into compiiarnce with the Community Development Code. I NOTICE OF DECISION - MULL SDR 87-14 - PAGE 1 4. Agency and NPO Comments The Building Division has reviewed the proposal and has no objoc:tions to it. The Tualatin Rural Fire District has reviewed the proposal and notes that if fire hydrants have not already been installed, they should be provided such that a water supply is or can be available within 250 feet of all portions of the building. If the building has a sprinkler system, then the above--mentioned distance is a minimum of 500 feet. Access shall comply with the Uniform Fire Code. The Tigard Water District has reviewed the proposal and has the following comments: There is adequate fire protection with a fire hydrant in close vicinity. However, the 3/4-inch meter• will probably have to be increased in sire to accommodate the larger• demand. It may be better to provide an independent meter to the new facility. The Water District wishes to be consulted on this matter by the applicant. NPO y2 was sent a notice, but is unable to comment because they will not be able to hold a meeting before the comment period ends . The NPO deems it important to hold a meeting before Phase 2 is begun in order to get neighborhood input. The Engineering Division has reviewed the proposal and has the following comments: A condition should be added such that the applicant will assure that no work in the flood plain will occur. The 100--year flood plain elevation line should be marked in the field during construction by a publicly licensed surveyor. Standard half-street improvements and right-of-way dedication will be required along the Tigard Street frontage. 8,. ANALYSIS AND CONCLUSIONS Section 19 . 120.050(a) of the Code indicates that the Director can approve a site development in phases for• a period between one and three years. Subsection(b) sets forth criteria for- approving a phased site development review proposal. They ar•e as follows : 1 . the public facilities shall be constructed in conjunction with or• prior to each phase. 2 . the development. and occupancy of any phase shall not be dependent on thn use of temporary public facilities. A temporary public facility is any facility riot constructed to the applicat•le City or district standards . s . 1he phased development shall not, result in requiring the City or other properly Owners to construct public faci l i t ices that ars required by the approved development. proposal . NOTICE OF DECISION - MULL SDR 87-14 - PAOE 2 1-he applicant's proposal does not appear to be in conflict with any of these requirements. However, as provided in Section i8. 120.060, a bond should be required in order to ensure that the landscaping and parking ultimately are in conformance with the Code and the approved plan. Landscaping should be completed prior to issuance of cccu'pancy permits for the 5,500 square foot structure. rho applicant shall also ensure that all tenants obtain a City of Tigard business tax prior to initiating business. The proposed redevelopment of the property is consistent with the provisions of the Community Development Code Section 18. 120. 180. However, the following areas warrant further discussion. 1 . Landscaping As mentioned above, a bond wi11 have to be posted if the applicant wishes to delay its installation until all structures have been built. The applicant. did riot submit a landscaping plan which satisfactorily ,'.ndicates the landscaping coverage on the property. Plant and tree species, height, and placement must also be indicated. The applicant also needs to indicate how the landscaped areas will be irrigated; therefore, a revised landscaping plan is warranted. 2. Park in3 The plans indicate provision of 11 parking spaces initially and the provision of 8 additional spaces upon completion of Phase 2. Upur, completion of the 3,000 square foot addition to the existing building, a minimum of 10 parking spaces would be required. At the end of Phase 2, 12 parking spaces would be required (1 space: 1 ,000 square feet) . No evidence of a patron serving area has been indicated so this parking requirement is not applicable. The Code requires that at least one secured bicycle rack shall be provided for each 15 parking spaces in any development. The plan!: should be revised to show one bicycle rack which is not located within parking aisles, landscape area, or pedestrian ways . Should all required parking be postponed until completion of Phase 2, then a bond shall be required. I . Vision Cl6arance and Access and Egress No problems are anticipated with respect to vision clearance and access and egress . The vegetation to the north of the access drive is below 3 feet, in height . The revised landscaping plan should indicatc, the height of vegetation and/or trees to the south of the acces!, drive . Parking aisle and driveway apron widths meet coda requirement!- 4 Signage No plans for signs have been submitted as part. of this application No signs have yet been erected At the site. Application must be made to the City Planning Division for sign per•miti: prior to or•rcl ion of any wall or, freestanding signs . NOTICE 0r DECISION — MULL 8DR 67-14 — PAGE 3 4 C. DECISION The Planning Director approves SDR 07-14 subj(ac:t. to tho following conditions: 1 . UNLESS OTHERWISE NOTED, AL1. CONDIIIONS SHALL BE MET PRIOR TO ISSUANCE OF BUILDING PERMITS. ?_, All striping for the existing parking lot shall be completed prior to issuance of building permits for Phase 1 , 3 . Additional. right-of-way shal'1 be dedicated to the public along the SW Tigard �3t-reet frontage to increase the right-of--way to 30 feet from Jc"� �C!��ov� centerline. The description for said dedication shall be tied to the existing right-of i4ay centerline established by Washington County. The dedication document shall be on City forms and approved by the Engineering Section. DEDICATION FORMS AND 1NS1RUCIION'S ARE AVAILAIII.t FROM SAID SECTION AT CITY HALL. . 4. Joint use and maintenance agreements shall be executed and recordoo un City standard forms for all common driveways , Said agreements shall be referenced on and become part of all applicable parcel deeds. Said agreement shall be approved by the Engineering Section. JOINT USE AND MAINTENANCE AGREEMENT FORMS ARE AVAILABLE FROM SAID Sk(�TION AT CITY HALL . S. The applicant shall provide for roor rain drainage to the public , I stormwater drainage system. The storm line in SW Tigard Street shall be extended to the applicant's east property boundary. 6. The applicant shall provide for gravity flow connection of proposed q�v buildings to the public sanitary sewerage system. A connection permit is required. 7. Standard half-street improvements including concrete sidewalk and curb(s) and CR road base and AC pavement and utilities including storm lo�� sewer(s), shall be installed along the SW Tigard Street frontage. J Said improvements shall be designed and constructed to City minor- collector street standards and shall conform to the. alignment of existing adjacent improvements. 0 . Five (5) sets of plan-.profile public improvement construction plans II ll,,I ant d one (1) itemized const coat estimate, stamped by a ryf.�' Registered Professional Civil Engineer-, detailing all proposed public improvemant-s shall be submitted t-o the Enginsoring Section for approval . 9. The proposed privately operated and maintained sai tar•y sewor service plan-profilo dot-ails shall be provided as part of the building permit �G�Ik plans . 1� 10. The proposod privately operated and maintainod pearkint lot plan--prefile details shall be providod as part- of the building permit (`a�W plans The cross- section shal l by c(in stru, ted Lo ,r tonal s,lr . o L itandard. NOTICE OF DECISION MULL- SDR 07--14 - PAGE 4 9 w 11 . A revised landscaping plan shall be submitted to the Director which �I iµ� indicates landscaping coverage, plant species, .and height, irrigation ` methods, and bicycle rack design and placement. 12. All landscaping shall be installed upon completion of Phase 1 or the applicant: shall post a 100% assurance bond or other security payable to the City . 13. Issuance of an occupancy permit for Phase 2, the 5,500 square foot (second) building, shall not occur unless the additional parking has been installed or the applicant has posted a 100% bond or other �J security payable to the City . 14 . the 100 year flood plain elevation line shall be indicated on the �- revised landscaping plan. No landform alteration, fill, grading, or other construction may be permitted in the area. ii 15. The applicant shall apply for City sign permits prior to erectiun of any signs . 16. This approval is valid if exorcised within one year of the final decision date noted below. D. PROCEDURE: N 1 . Notice: Notice wasublished in the newspaper-,P p K � posted it City H,j11 and mailed to: _ xx _ The applicant & owners XX _ Owners of record within the required distance XX� The affected Neighborhood Planning Organization A XX _ Affected governmental agencies 2. Final Decision: tHE DECISION SHALL B1 FINAI ON UNLESS AN APPFAL. IS FILED. 3. Apeal: Any party to the decision may appeal this decision in accordance with Section 18.32.290(A) and Section 18. 37..370 of -:he Community Development Code which provides that a written appecl mast be filed with the CITY RECORDER within In days after notice is gi ✓en and sent . The deadline for filing of an appeal is 3:30 P.M. 4 . _Questions : If you have any questions, please call Lhe City of l igar•d Planning Department., Tigard City Hall , 13125 SW hall Lilvd . , 1,0 pox 23397, Tigard, Oregon 97223, 639-4171 . ' 1 PREPARED HY: DrbuA. Stuart. . Assistant Planner Wil lam A. Monahan, Director o _ .. _.._.. J1� . f Cimmi,mi t y Di,vj_._._lopment DA11' APPf.,rOVFD R (DA1,: sb/1944W) NOTICE OF DECISION - MULL SDR 87-14 PACE 5 `�-'X34 - j•' ., --1 • \ 3 2AMOR 1 N am scl • p `� : •CNOOI ` � fit. 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TRAFFIC CONTROL