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HUNZIKER ROAD M'• 1eg� TEL. 503 ,' 684-0750 TIGARD 97223 OREGON �..,�.��. cam►� �� �,.�. � ...-� ��...:.� t 1�/1 rT� �, �- '�,����. JOB NA c c-C:-r R is A L 3�jt �1... �A°j LOCATION HJT 1 i ' ,,,,;, �; Y 'K,� ':... .w�„_• ; smw NO. �,......w�.wCUST. 71 1�'Il...•�•.I::.I}.1. . .1. I::.: F:�:::.I:::. 1 ARCH: --- - _ DRAWING NUAAM � (F: DATE r WAR ORAMM BY APPY D BY I I 1 1 1 I �I I S I I I 1 I I I_ N�t 1 I � I t I 1�'i� III 1 I r r.� rr.r ��' 1.�.• � I i 1 1 1 I'� I I I I I i i I i I t I I I i t I I I I I I I I I Y i r I 1 1 1 1 1 1 f i ., �' '� • � ���'""" I 2 3 4 5 6 NOTE : IF THIS MICROFILMED 7 8 _ 9 10 I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICrz ;-- IT IS DUE TO ,-� THF QUALITY OF THE ORIGINAL. DRAWING. OE 62 BZ L12 91Z S?_ bZ EZ ZZ IZ OZ 61 of LI 91 SI b1 EI ZI 11 01 6 9 L 9 S b E Z 1 "1,LIW ��`� �►!litllllllllltlll!ltlllllill111tI1tIlII11�11�i1II111IIItI�IIIlIIltllltlil�ttil�liilt�ll � � � '� II---- A4 A V - 1QQ9 • IIIIIIIIIIIO�IiIII�lIIt11II111I1t IltiIll111tI11�lIIIIIIIIIIIIIII�IIIIIIIIlIi1111�IIIIIIiIIIIIIIIIIIIIIIIIiIIlI1111�IIII�I�IJI1�!l��JIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIU�fyllllllllillllll1��1111I111IIIIiI�lWIII11 , 4 Wei•' } sur' i { r •hire'• r.: t J ly {r Y.{. Y 4 It , f: 4'. PLAY FIEF i FUTUILE ` k ADDITION ollN $' 041 PA 1C K.1 t.. 1 PAKK1NG A •7 \� �. pEpPpSED t1001, , ..-dUt'LDINC, r 100, J— -amommolowbeft 4=1 C+4 uxc.H / r 9=701tY f \ I r� I HOUSE t 1 fel .. ,., , { f � . { " I'lit 11 '1 It• I l 1 1 I I �' 1 I 1 i 111 1 1 1 I I l I l t l l t l l l 111 1 1 1 1 111 111 III T11 �II til 111 X 1 1 1 1 1 III �,:., 2 3 4 5 6 NOTE : IF THIS MICROFILMED 7 8 10 12 r DRAWING IS LESS CLEAR THAN THIS NOT IC I''IT IS- 'DIS- TO PC j6,111ALITY OF THE ORIGINAL I _ foz Ez iz -- la o sr el c1 sl � a•..�• . _ �...��.' .,W..-� A } OE dz Az Lz �z Sz 61 *I cI t1 I I of _ S O h 9 S f E „ •^.., Fa. d!! 1111111111111111 Iu1�11H1 t1 ! 1 ke viol A Y u. x 4 -4141 , r pop 14 M 1, i r .r. x A , { „-.tm �.,: M1•,rt.'+ .r':�.,.. ... t. ..i. r. .--:,.,..., .,. ,. v �ii'x .'�r"•�v ':}•' r1'..r;.l iy.. {hY. y. r- r+ n�. rr 1Ny awe '•'n�.. :Edi G1=;, r 1. n >r r, x i r ��4 K m 1 {;.4 ..�, 9895 SW MCKEN[,l� S'ITW 'T i' CITY OF TIGARD OREGON July 9, 1991 Mr. Ken Paulson Architect 5368 Sw Haines St. Portland, Or 97219 Re: St. Anthony's Kelly Center Addition Dear Mr. Paulson, This letter in is response to your letter of July 5, 1991., requesting a variance to the Ouild.tng code requirements for toilet facilities on the above referenced project. Your request is approved with the following conditions: o If the use of either occupancy should change (i.e, where they are being used at the same time on a regular basis, or where the occupancy load ;varrants) , additional facilities shall be provided. o Where a complaint is received that the facilities are not adequate, additional facilities shall. be provided. o This approval is only for the number of toilet facl.lit;e-5 to be provided, and does not waive any other section of the state building code. o This does not waive the requirement for providing a drinking fountain. The decision to approve your request is based on the following: o Yo•ir statement that the two occupancies are not typically used at v the same time ( i..e, the Kelly center is used predominantly on N weekends and evenings, the middle school is used predominantly n during the day, on weekdays) . v N o It .is not typical. for a classroom to house 50 students, based on a � your recollection of education systems standards that classroom sizes should not exceed 30 students o The facilities are more than adequate to serve the occupancies on U-, an individual basis. o, 00 rn 13125 SW Hcii Blvd„P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 — i If you have any questions, please call me at 639-4171. Sincerely , i Brad Roast Building Official KENNEV A PAULSEN ARCHITECT 5638 S.W. HAINES SI'. PORTOND, OREGON 97219 (503) 245-6540 July 5, 1RgXIVED PLANNINR Mr. . brad Feast JUL O 9 1991 Building Official City of Tigard P .O. 23397 Tigard , Oregon 97223 ,(e: St.. Anthony ' s Kelly Center Middle School Addition Toilet room facilities i am writing to request that you consider allowing V9wer than the r;u:ximum number of water closets and lavatories apparently requ i c �d by code . BAC:KrakGU(vn Currr.enLly the existing Kelly center provides 7 water closets ( 5 Loilets and 2 urinals ) and 4 lays. Depending upoli interprc_tation, this Existing A2. 1 occupancy houses 224 r.iccu; int',3 based on 1 occupant per 1.':) sq. ft. of assembly area or 1 , to 379 occupants based on 1 occupant per 7 'r{. ft. The proposed Middle School Addition with 3 classrooms and an arlc_!illiary library will consist of 152* occupants par U. B.C. table 33A basis of. 1 occupant per 20 sq. 1"t. of classroom. The Fixture count stacks up as follows: w/C [,ays 224 occ . Kelly Cent+-,r 4 3 379 occ . Kelly Center. 6 4 1'i2* occ. Middle School 6 3 'lhfis+? re Sul is suggesL a rliniu,i.,m or 1.0 w/c' s and 6 lays ars' required c,r .1p to 1.2 w/c ' s an;l 7 LaSo we are sh:>r. t 3 nr 5 w/c' s and 2 or 3 lays , may be po.-.*t Bible to r.educe t.h.1 proposers orr. r f a n'.:; of. th :<<9cli.t.ion �o ?.SU, r«stllting in a requtred Fi.-4 ,,,.^ count:. F-IduCtJ nr1 !:)L= 2 w/c ' s and 1 lav- 1, s'.lr)TP.1" l.11t'it t'.h eX_, '9LlI1;l hasecl or. t.11e f,,laowi�,•g r.+:•,�,�;cni ,,,t l. . Ihtj ht•op,,,to'ri rlttr.;.r .. _, r, : t,+i 11. no-:: bo occupie-3 by mar t'.11 11 5 SLud,:, I I..i. 01,1:'. V, i ; ' 1u:ir'}d _•:gad) . Kc ll.y L'op ic Y i.l', .;I L _`C' �.��Il�•'iillCr? I:)I:C?iAk . 9t3t'3 aaf.l moi!".?.l. lY th:. oc . ad i.S I [ concent.r. ;; Ly 3. My personal observation of several functions at the Kelly Center is that the existing Toilet Room facilities are more than adequate and never over taxed due in part to the fact that: a. ) the users typically live close by (and can choose to "wait" until. they get home ) , b. ) the functions are short, and c . ) other facilities ( in the church and school ) are available. 4. These toilet rooms were originally sized for an anticipated gymnasium addition which might have resulted in a much greater assembly occupant load. 5. The classrooms are typically used during the weekdays while the Kelly Center is typically used during the weekends. Although it is possible that a small. meeting might be held in one half while the other half is fully occupied, the total occupant load would never exceed that serviced by the existin4 fixtures . Further, as evidenced by the plan attached, a new corridor to the existing toilet rooms is proposed to prohibit students from entering the closed Kelly Center . This additional access (and then also a required exit ) would not be required if the Kelly Center were to be open . CONCLUSION: I hope you will find that under thase circumstances the existing toilet room facilites will suffice in meeting the intended requirements of the U.D.C. Please call me if you have any questions . I am anxious to hear your decision . Sincerely Yours, Ken Paulsen CIIC.. cc: St. Anthony ' s A , 4 ' Qom' & in I 40 f j� 111 I O [U ? 7 7 i r�j c�1 •t � 4. �. � N .-f v a.I �1 { ro �444 tr 1 4 u i 4 El 0 to W G V W ` ++ O °0 GOD y OAi v q y V H O ci ) 1 O O C 4j to a W W { _ ` iry N _ U v rn 0 v � ` aNi 00V Mto • $ U u �t Oto cd to 04 J ou k L ! w.�n. C1TYOFTIGARD WASHINGTON COUNTY,OREGON April 15, 1983 Mr. Lou Kirshner St. Anthony's Church Kelly Center 9895 S.W. McKenzie St. Tigard, Oregon 97223 Dear Mr. Kirshner: This is to confirm approval of a request by MrDepths Henniger to extend the temporary occupancy permit M A 9 ys. This is to permit completion of structure, paving and landscaping as weather and materials permit. Extetu+ion effective April 15, 1983. Sincerely, - -t Brad Roast Building Inspector /br 12755 S.W. ASH P.O. BOX 23397 TIGARD, OREGON 97221 PH:639-4171 - -----' um e-4 H. M. r�� •ZoM�K. �� - s . P LAN coN�fl�Uc� IoN Nafe� __ -. 0 la Yldr i �� 4o rR F P) 1TlT,C p,C�yv :,N• S.w� 1�',.` .,.f # j�r,a` - ��• ( Fr .,�y r.' �bT''1 + � p'rl y'#+' « ��(•'� r, /�1 ��� 9'�x it A•! ''� r J LJ T"1 r T i MUMS all � ✓• � tn H � i � 1�'�''+� --t Cn co 00 ro 1 x w VN D O � Qi 0 cu s , P. ., Fr o ytic 0 to 10 { i Gl 1J N N V p to E u •n ,,, In l / V r-+-04 �_ G �1 r 4-1 t , O ° r (n a i s4 N u () O O u (070' � r-J u rn Q. N rn 13 N r 1 ly r 4-4 N o� En Qj Q) u - o ,p U p N w w , Q F..� ;n b u ¢ m u o a CJ b Jy R! Ol H AIN, P 1-4 r�(J .Q O U U .j " rn I ':'OIG'4f:L..d ., .,-av.-a .•av,a'.e• "iZ• =aa bf z.( _"t i�(i r.: __ .rrrrac —_—� r .`. 1�� �, r '4 I 11' ...... ii h MhJ\..� ��( �(� •'Ir4/`�•. ��� _+' Vii` .y,'I�'T. A�t��}�y�,7"'" .... `. - TT` ' ,:ft�#y���,.,��.M1�(, �'a4t .y�r�A��, T'' �,'- Mlr f SYt �Irt ���,��,�` �� �� RI' p��,,�,t ��g^ .SIM' '��,,,�• t `Tt fY :may{ t#?tNr \� N7, y' C+tA9" YY ' 11" `yyY ti 1' os ``44�w,„, .yuali by � CITY OF TICsA RD WASHINGTON COUNTY,OREGON February 10, 1983 Mr. Larry Nickleson 214 N.W. Park Avenue Portland, OR 97219 RE: Kelly Center Dear Mr. Nickleson: This is sent to inform you of our plan review findings relative to the aforesaid project. First, in reviewing your submittal and after conducting a field survey, it is apparent that the receiving downstream drainage facility (crossing S.W. Johnson St. , at mid-point, and running northeasterly to Fanno Creek) is inadequate. Further, said facility is not even a public drain line. Secondly, it is also apparent that any addition of hard surface (roof, asphaltic concrete, etc. ) on the St. Anthony tract will contribite to the aformentioned problem. That is, unless "additional runoff" created by the installation of structures is directed away from the problem storm line. We have physically confirmed that it is feasible to install a private drain line from the "new addition" to the public line in S.W. Grant Avenue. Installation thereof would minimize the adverse impact of run- off as stated above. Therefore, recognizing that the "new building" has already been constructed, we are recommending that such installation be done prior to issuance of a permanent occupancy permit. Very truly yours, John S. Hagman Supt. Engineering Division 1_c: Planning Dept. Building Dept. file JHS/dc - �-- ... If P.O. BOX 23397 TIGARD, OREGON 97223 PH: 639-4171 N 0AAA0 0* 0 JV 0&4t4 H & A CONSTRUCTION COMPANY 9 11'1 S.W.Burnham/ Tigard,Oregon 87223/(E5031639-6148 ------.-- February 9, 1983 Mr. Ed Walden Tigard Building Department P.O. Box 23397 Tigard, OR 97223 RE: St. Anthonys Kelly Center Inopection Notice Dear Ed, Per the inspection report and our subsequent meeting last week, we Have completed all of the items on the inspection report with the exception of items 1, 3 and 4. New doors (approved twenty min. rated with proper lite size) have bf-an ordered for openings 5, 6, 20 and 21 (Item #4) . A new door (one hour rated) and fuisible-link closer arm have bee:: ordered for opening #19 (Item #3) . It is our intention to order new oiling doors with a fusible-link closer for the overhead doors as soon as the most economical doors can be located (Item W . We would like to apply for, at this time, a temporary occu- pancy permit based on the qualifications that the. remainder of the items on the inspection notice will be completed within ninety days. The church has scheduled a grand opening on February 18 , 1983 , and your prompt attention to this request would be greatly apprec- iated. Sincerely, H & A CONSTRUCTION CO. L. Scott Olsen LSO/ga February 8, 1983 Mr. Ed Walder) Tigard Building Department P.O. Box 23397 Tigard, Oreqon 97223 Dear M-. Walden : On behalf of St. Anthony's Church we are requesting a temporary occupancy permit for the Kelly Center until the items in the Tualatin Fire District Inspection Notice of 1/3/83 can be corrected. The church has scheduled a (:erem )vial Grand Opening for February 18, 1983. Presently we are working with the contractor, H & A Construction , in handling the items listed in the most economical and timelv manner possible. Your timely attention to this request will be most appreciated. Sincerely, �7 -tom 1�I_arry V Nicholson, AIA LDN/kb cc: Dick Lowell ' Hanson Dunahugh Vaivoda Thompson Nicholson Architects AIA pc•Arrhitecture Urban Design Environmental Planning•Members American Institute of Architects•Russell K He nson David N' Dunahugh Edward Vnivoda,Jr Hobert L Thompson Larry D Nicholson HDVTN Architects AIA pe with offices at 2115 North-moat Perk Avenue Portland, Oregon 97209 • Telephone:1600 224.0110 i 1 I i INSPECTION NOTICE City of Tigard Building Department 12420 S.W. Main St. Tigard,Oregon 97223 Phone: 639.4171 i s Type of Inspection — Date Requested Time''r__ A.M.---P.M. Address — '` r1.J Permit l� OwnerLot Builder --The following Building Code /deficiencies -ere required to be corrected: D Y--_�y � _•� ----��.�—.fir .��=-r�� _ I ____=;—�,�3.•,-�.r�e_-�t_���1�.�— ��� � •=fir I Presented to --- __—_-- --_ [_] Approved Inspector _______Y.� Disapproved Date CALL FOR REINSPECTION F—] YES Cl NO 1 +x J�._ i. }x">�,..-,^fre:�iAµ-+�t4$`i�iwl',�rRw�pri'1�Rn"'�0'►'�r,'r'`','h*�, 1 'c,y •,. Ault. �:t�', ���� R�a°I�q��'�'� �. Tualatin Fire District Inspection Notice 8405 S.W. Elligsen Road Tualatin, Oregon 97062 Phone 682-2601 Buildin, Name . _til J -Address Pursuant to Sections)"off adopted codes, the following item(s) require correcting: X01_X` kl -1 7 c 1 - O Tt oq ►•` _ v -)I t 1 ry y p I.,� t � � l� ,_L�1-4��-•�----��-rel--� �w-�---�_ tJ Inspector `'— Date -� CALL FOR REINSPEC riON OR tj (- BUILDING DEPT. J - w w a w w w FRANCI6CAN FA-tHE:RB PHONE: 639.4179 ARBA 303 Saint Antkony's Churck 9905 3, W. McKENZIE STREET 71GARD, OREGON 97223 Dec. 23, 1982 City of Tigard Tigard, Oregon Gentlemen: This letter is to serve as a request for refund to St. Anthony's/ Archdiocese of Portland of $4,125.00, excess sewer charges made refund- able by the manor partition of the Kelly Center site. Sincerely, Fr. Herbert Wheatley, O Pastor Rea. i ) �lt z Nor PURCHASE / CHECK AEGUE8T VENDOR ,—�A`r.r1LL�1 6'L `-'g p- jf� ADDRESS Fes` &'A -3 Ll CITY of TUFA� DATE _ _ REQUESTED BY V ,v UNIT/DEPT. _ 1141�1 ike FPURCFIASE REQUEST CHECK RE UQ EST EPARE PURCHASE ORDER CHECK TO BE MAILED WITH ATTACHMENTS ND CONFIRMING P.O. NOTIFY REQUESTER WHEN CHECK IS READY ECIAL INSTRUCTIONS CHECK NEEDED BY ACCOUNT NUMBER QUANTITY INVOICE NO. & DESCRIPTION TOTAL 'PRICE _. _ - ------- TOTAL REQUESTED r. APPROPRIATION :BAL721 A ount / Init_ials APPROVALS:SECTION MANAGE $100)DEPARTMENT HEAl CITY ADMINISTRVAL ----------------------------- A OUNTING PURPOSES ONLY Amount. Paid `� Signatures Checked P.O. No. Check Number Fin. Director Date Paid DEPARTMENT FILES www ww w >.r SEWER PERMIT /� 2s-6 UfUnifSewerage Agency ofA Washington _County CITY OF I Q DATt OWNER4/-1T�►�i�C�C�Jti °lam a ?"06'" PHONE, _ OWNER 'S ADDRESS, Pa 15 ox 3� } Po�H.tK�� q,�_! '220 _ T P OF INSTALLATION, SIDE SEWER /9 LINE TAP AND SIDE SEWER ❑ LINE TAP TYPE OF OCCUPANCYr PdNEW ❑ EXISTING ❑ SINGLE FAMILY 0 COMMERCIAL Ll EXIST. (PRIOR TO 7-1-70 ) ❑ MULT. RES. ❑ INDUSTRIAL FIXTURE UNITS DWELLING UNITS '- ADDRESS OF STRUCTURE , ����+ 9w /m Ke on ai6 Permii Conditions: The applicant agrees to comply with all rules and regulations of the Unified sewerage Agency. When Galling for Inspection, please refer to the Permit Number. The Application expires In one hundred twenty (120) days. The amount paid will be forfeited should expiration occur. The Agency does not guarantee the accuracy of the location of side sewer laterals. If the sewer Is not located at the measurement given, the Installer shall prospect three feet In all directions from the distance and depth given. If not so located, the Installer shall purchase a 'Tap and Side sewer' Permit at the current charge and the Agency will Install a iateral at the location specified by the Installer. 134 4-,. FEES, PERMIT FEE s• ��• �0 �ell� CONNECTION CHARGES OD. by LIN P INSTALLATION _ - ISSUED BY E alt t TOTAL APPLICANT DATE SERVER PERMIT ADDRESS OF STRUCTURE q�.s g� Ckejape % TAX MAP _ 251 2 TAX LOT 200 PaV_+*°1)% SYSTEM LOT BLOCK OF _IV Ti'bovdAle AVP#&,4 APPROVED BY DATE ISSUED BY DATE D.U. 'S _ 4 REMARKS 4"A fit •• ; ---------- - - - - - - -- - -- -- -- C ' r � Tu� ' T � OI � C110 �1 DISI � IC1� � Ufl � fl11U � U � fl � � I � � fl P.O ROX 127 • TUALATIN, OREGON 97062 • PHONE 612.2601 !,iT nNTHONYS KELLY CEN (NEW) DEC 7, 1981 SW MCKENZ iE ST TI 522 M cupancy # : 253 -268-000 Dear Sir, his is a Fire and Life Safety Plan Review and is based on the 1979 edition of the State of Oregon Structural !'ppcialty Code and Fire and Life Safety Code (UBC ) and the "l IV79 edition of the State of Oregon Mechanical Specialty Code rind Mechanical Fire and Life Safety Code (UMC ) and local ordinances. Phis plan review does not cover alternate #1 (multipurpose X room enclosed platform) as shown on submitted plans. Hccupant loads for conference room #115 will be posted at 47 J(7 for the North and South sections and 121 in the center sec- tion with the curtained walls closed. With one curtain wall open the area will be posted at 221. With both curtain walls open the entire area will be posted at 328. With future purposed alternate 01 (A2 occupancy ) occupancy separation of riot less than one hour ire resisvive construc tion is required around the kitchen (D' occupancy ) . Protect- tion of openings is required to be nol less than one hour assemblies. ✓ Steel tube posts in basement are required to be protected x'1 with one hour fire Tesistive material. Attic areas require draft barriers as per Sec. 3205, not eYreeding each 3000 sq. ft. (9000 sq. ft. where sprinkler protection provided ) . UBC Section 3205 Voids created by suspended ceiling-floor systems require draft barriers not exceeding each 1000 sq. feet. UDC Srrtion 2517( f) . Fire stops, blocking or framing members pierced for utility Tuns require packing to equal fire resistance prior to such piercing. Wood frame construction requires firestopping of both veritical and horizontal draft openings at maximum intervals of 10 feet. UDC Section 2517( f ) Install not less than one ( 1 ) class 2A 10 BC fire_ exting- uisher per each 6000 square feet of floor area with not more than 75 feet travel distance from any point in the building to any extinguisher. i I WHIM BURR HIRI PHIMIN MIRM P.O BOX 127 • TUALATIN. OREGON 97062 • PHONE 682.2601 Fire dampers must be provided as per UDC Section 4306( 1 ) at required locations. . Hood and duct mechanical plans are required to be submitted and automatic fire suppression equipment is required to be in the hood duct and over cooking surfaces. Submitted plans are approved for construction subject to the above noted items . Sincerely, GENE DIRCHILL Isant N. tit a,ntclion Mie 10.0-4.0«e«►«M.f . . r.r .•r .•...y+..N ...• ..• .. •ra pyi1CMIM D/aD �J. KNOW ALL MBN ay rHESF 1'Rli5F_NTS, Thnf Thr. ARCHDIOCESCOF PORTIAND hhereinafter called greroo►, er rhe,onsiderafion hrreinnlfer -tested,grecs hrrrh ►rmi,e,tpfrase arse!quiet u /on '111E A11(31DIOCCfXUF PORTI,AN� P.r,,Pl.tftpr riel►rd grantee,crud settle,grru•fre's Iloilo,Mnt:eaklrs end as.igns all of flit g/anfor's right, fitle and interest m (hill Irrtain real property "ifh flip irrsenernts, hrrrdifnmen/s rind npptufenarivea thrrrunto l.rtondind of in any- "j" 'tpprtfpining,.ifttnfed ire the rounfy of Wntih ington , State of Oregon,drscrihed me li,flow2, to wit A tract of land in the "AMEMI)ED PLAT OF NORTH TIGARDVILLE ADDITION", a Plat of record, in the NW 1/4 of Section 2, T2S, R1W, W.M. , Washington County, Oregon, and more Particularly described as follows, Beginning at the Point of intersection of the centerlines of SW Grant Avr.nue and SW Mckenzie Street, said Point of beginninq being, also, the most Westerly corner of Lot 46, said Platt thence S.571471W. - 403.45 feet, alo:,q the centerline of SW Mckenzie Street, to the true Point of beginning; then^.e N.320131E. - 177.00 feet; thence S.81013114. - 92.00 feet, thence N.8"471W. - 175.00 feetl thence N.810131E. - 210.00 feet; thence 5.8.47'!:. - 175.00 feetl thence S81e131W. - 78.25 feet; thence S. 3211131W. - 203.;`3 feet to the centerline of. SW Mckenzie Streetl thence N.571471W. - 30.00 feet aloft(j raid centerline, to the true Point of beginning. Containing 41, 851 square feet, more or leas, exclusive of roadway. Together with a 20 foot utility eartemnt over Lot 48, "AMENDED PLAT OF NOIrI91 TIGARDVIi.IJ. ADDITION", described as follows: Beginning at the intersection of the Easterly right-of-way line of SW Grant Avenue and the Southerly right- of-way line of SW Johnson Street and thence S.570391E. - 228.00 feet, along said Southerly right-of-way line, to the true Point of beginninq of said easement; thence S.32"211W. - 171.16 feet; thence N. 81"131F.. - 26.55 feet; thence N. 320214E. - 153.69 feet to said Southerly right-of-way linel thence N.57.391W. - 20.00 feet to the true Point of beginning. -# 1"A", '"NA IN 11111 (fN,I�MrI NY- irlirot 'Jn Review V0f) To Have and to Hold Nie ,amt unto the Amid granter,and grantee'&heirs,Mrcregsors arid assigns forever. rho fruit and actual considermtion paid for this transfer,stated ire terms of dollars,is$ —0- 11­0 over. the actual consideration consists of or includes other property or value given or promised which is rxf.M,h . tti,tsidereeti (indicate on which YD1rX M]ON ).0(TMr.rnlenr.trtwwn IM gy/rdlyd•ll,If roe apPliuhb.should fr.dd•Ird.Still OR!01.0.10.) /n construing this dread arid where the content so requires, the singular itic/udeo the plural and all grammatical hnng.s shall he implied fo make the provisions herect/apply equally to corporations and f ind'i'd pts eof . In Wifteras Wher ,the grantor has errcuted this instrument this Ail day ill it a corporate grantor,it has reu�rd it%name to he signed andmllinotI by r /iur duly autawired thereto by order of its hoard e,f directors 4 .1 ^..«r.as,.•.p•.«,- ContirLIUS POPTER , I►�k�1#ei +Rter>toaur . ..«..•..legit E� �rt�P-�v►� ( ac�11�aY STATE Or ORAGON, w STATE ONf.OYYN_�. manly ill � � )p, r,arnfr a! f'II(1�I1lMAJ �� 1,0Z .10 Poru.na ry a(io.M�.r�pdpAC�/.A�.RLLLL4(ill\' and P•,.nnall appealed the Short nomad P -p-�•*'«t C-L who,being duly Nnrn, Corneius Pave! ArChbisho rat fw K I/M/nnf err tM nif.,,did ser that the Int"Wr it the nr..idenf&ref hlot�r latl.,it rho Irrrrfary p( 1.1.1"1.ft a•a and arknsrr"tkd lhr tMp/•ind intent. ,•rM potation, men. Io M his voluntary we Ord did. 1I goal aflirod to p tm./oinl iw.trun,ont is Nr rnrpmal. woe o uid rnrpr.talion aril(hal d intnunrni was.idnrd ar.d waled 1n M• 119.1-0 no- half of"'d unperalinn by aurfrnrifi'ill int hoard of dirocrMs;and patA of (tiT/'fCIAL them &eAm.l.ddod said inol resew to by its vol,entmr act and do•d. t L AL I r--y.• Mntary Public lot 1`11,088" �.Jj'V�f/j{`..(`J MI rommilgion•ypirN Moterr PuMk ler Oregon a� My temmladen.rpir•r ��4I e7p THE ARCHDIOCES OF PORTLAND srATE OI' OREGON. .••••r•.•.r1 .wa.ileal.• County of } I certify that the wlth.a tnstru CfIF• ARGIDIOC£S OF POf'TI.AND mens was received few record on the day of ' 19 of o'ekirk M,and recorded O..•r11.N•rg arta•btN1.. .r1C.r..tivaa in hook.reel/volume No on +•-1w M. IN1 targe.us• Pao or as d,w ument fr. her o r•ls 191 imtruntonli'mirrolihis No rOn1l4•.0.en note 01261 ^ '--**cold of Doods of said crettnfl _ .•rc„peo.rN rap t�y/f.1/ Witness my hand and vat ..l —�'��---- County dlised u« gala...w.....".a.+t Iw,.r.p,.,,y;Aar w..«N ow I.a..,.s ouy CCU;. •.r 1 carr asrNN f•. I J ey ;*pulp 1 r IIS . M ,r on � a 1 � � er�JEMryt` ti tn 00 a a1 • ro Or /tJ 69 0 7Veo Al 3t �c L, I r• -� L 3 919 r h,I rr, 0 /`9/Nva( PARrlr/ooJ A fFn'A'ED PLAT r NORTN MARTIN ENG/NEER/NG CO. 7l GA RPV/cCE ♦PP," of rI1L /V W ��* Civil Enpinoors-land Planners.1 and Surveyors 5 f ? r.d S., K /W, WIr1 OVA f00. Cot/4ry 4e21 S w Kelly Avenue Portland,Oregon Dole: ts- 9 BZ Scale --L"�__�-QD'-- 222.1819 97201 dill Tualatin Fire Dientrict, Inspedflon Notice 8405 S.W. 711igsen Road Tualatin, Onagon 9706;' Phone 682-2601 Buildinq Nmmn�, 4 Address DS E.C Pursuant to Section(p) of adopted corleg, the following item(n) require correcting: Date: Inspertnr CALL FOR REINSPECTION OR INSPECTION NOTICE City of Tigard Building Department I 12420 S.W. Main Tigard,Oregon 97223 Phone: 639.4171 Type of Inspection _ � •� =�' _— _ Date Requested ._ _ Time_ A.M. 2 .00 P.M. Address _ / �� (rr� ,L_�' ` Permit Owner_ — In?r[�t0 rr1 Lot # Builder Ntf 1) O't'111 — Y 4 f.OL, i The following Building Code deficiencies are required to be corrected: eel Presented to _�— _ ( Approved Inspector �_ Disapproved Date Z CALL FOR REINSPECTION ❑ YES LY NO BUILDING PERMIT APPLICATION TIGARD DATE rt'. ='.__ 19 1 '2 4 1.4`n THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE V�QAV.HEREIN INDICATED BUILDER PHONE OR AS SHOWN AND APPROVED INT 1=��j �MF),4I�YING PLANS AND SPECIFICATIONS. OWNER P(iONE � Portio �`u` LOtNO-. ",;+ c,wr�LR cc} Itioreae at JOBADD S . i--Kenzie Street _ ARCHITECT i113KT l24-UI i� ENGINEER BUILDER ( or st. co ADDRESS 9115 S.W. Bur j,"j ,;t SEB►©HE_R Vpn1la:uelnn/Laoi jer�l,ra STRUCTURE C) NEW _ 11 REMODEL ❑ ADDITION ❑ REPAIR ❑ RENEWAL 11 FIRE DAMAGE El DEMOLITION ❑ RESIDENCE ❑ COMM ❑_EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE: !7 STORAGE ❑ SLAB❑ FENCE OCCUPANCY -2- 1 LAND USE ZONE A-12—_BLDG.TYPE = r FIRE ZONE PLAN CHECK BY h HEAT_-__ �ru('t C's +fCYf!�1C! d Y.itcv -r,, f icility 81A per plains 6 C()de. .`:epavat! pornitp ��d for plt+ �.in:; mrclt. d fire sprinklers _--- SEWER PERMIT .'� S �S �L�1]�F L �'iue,..na�..t,.� ` >tc,� OCC.LOAD FLOOR LOAD l.�'a HEIGHT 1 N0.STORIES I AREA NO.BEDROOMS VALUE BUILDING DEPARTMENT SET BACKS FRONT _ REAR LEFT SIDE RIGHT SIDE Permit THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE !BUILDING CODE ZONING X4.9') REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE 5 B27. j WITH ALL APPLICARLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Sub-total _ ( r RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS 1 LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING State Tax .)3e32 SDC- total PDC# APPLICANT OR AGENT BY Receipt No. Approved /�"� ADDRESS PHONF DATE INSPP, TYPE INSPE TION !� REMARKS -- PLUMBING �j DATE Contractor Permit No. .3/Yof Rough-in _ --- — Fixture nal -- HEATING 1 Contractor 3 7,00 Permit Nu. 2& to A 72S •? Gas or Oil �( Rr ough-in r / Fr.al © SEWER_— — t-- Final DRIVEWAY Final Storm Drainage (Rain Drain) Final S idewal k Curb&Street Final — — Approach BLDG.DEPT.FINAL TEMPORARY CERTIFICATE OCCUPANCY CERTIFICATE OCCUPANCY Final Landscaping — —� Zoning 1°root — — i 1 r t IMAM BURR HRt PURIM MPRIU P.O BOX 127 • TUALATIN, OREGON 97062 • PHONE 687.7601 f3T ANTHONYS KELLY CEN (NEW) oUL 29, 1982 12645 S. W. Pacific Highway T i g a T•d, OR 97223 1749-- 1 25:3A-268-000 Dear Ed Walden, Bldg. Official, This is a Fire and Life Safety Plan Review and is based on the 1979 edition of the State of Oregon Structural Specialty Code and Fire and Life Safety Code (UDC ) and the 1979 edition of the State of Oregon Mechanical Specialty Code and Mechanical Fire and Life Safety Code (UMC ) and local ordinanres. RECOMMENDATION: This plan review is predicated on the updated plans, dated April 6, 1982. RECOMMENDATION: This plan review does not cover the future addition (multi.- purpOse room enclosed platform) as shown on the submitted plans. Occupant loads for conference room 14115 will be posted at 47 for the North and South sections and 1RI in the center sec- tion with the c-lrtained walls closed. With ona curtain wall open the area will be posted at 221. With both curtain walls open the entire area will be posted at 328. With proposed future addition (A-2 occupancy ) occuoancy separation of not less than one-hour fire resistive con- stroction is required around the kitchen (4--2 occupancy ) . Protection of openings is required to be not less than one- hour assemblies. Attic areas require draft barriers a!s per Sec. 3205, not exceeding each 3000 sq. ft. (9000 sq. ft. where sprinkler protection provided ) UBC Section 3205 ;a MRM LURK MH PRUMM MMV P O BOX 127 • TUALATIN, OREGON 97062 • ?HOME 682.2601 Fire stops. blocki.nq or fuming members pierced for utility runs require packing to equal fire resistance prior to such piercing. Wood frame construction requires firestopping of both veritical and horizontal draft openings at maximum intervals of 10 feet. UBC Section 2517(f) Install not less than one clans 2A-10BC fire extinguisher per each 6000 sq. ft, of floor area with not more than 75 feet travel distance fvom any point in the building to any extinguisher. Fire dampers must be provided as per UBC Section 4306( 1 ) at required locations. Hood and duct mechanical plans are required to be submitted and automatic fire suppression equipment is required to be in the hood duct and over cooking surfaces. Surface flame spread rates of walls and ceilings, minimum requirement. stairway 25, corridors - 75, other rooms -200 UBC Section 4204. Where eave or cornice vents are used to provi �e the required ventilation of combustible attic spaces, vent :penings shall not be located within :3 feet measured laterally above window or door openings in the wall of the story immediately below UDC Section 3205( c ) All exposed insulation materials, including facings, shall have a maximum flame spread rating of 23 and a smoke density not to ex eed 430 UDC Section 17181,c ) . Thermal insulation shall not be installed within 3 inches Of a recessed light fixture enclosure, or ballast and shall i,ot be installed above the fixture as to trap heat UBC !-,taction 1718( d ) . Approval of submitted plans is not an approval of i omissions or oversights by this office or of non-compliance with any applicable regulations of local government. S cer Fire Prevention Bureau; n P v, r� 'l 1'1111 2333 °x` 0O } UO rd I � Q > U z7000 m r I ci v N N u d M o I O E n d U) f O I v Y o ia d V O u J a In H O V V 1 N N ul u u u J o.• N L N ]• a u u y U) 0 a 0 J o a v w.L a n > QL I [n O -�N(')d u t• N N uJJJ'L FU) �n ^ ao w o 1A C 'n O V Y •. 1L C V w 7 N V •+ C •� J 7 Q .❑. I N W N-• L n V.L .L µ O C F I u) N d d •• �O n Y Uw >•V w•L µ V O n 10 + L N Y 10 N U I N N �11) C �W Q O O D 7u u : CITY OF TIGARD 12420 I.W.MAIN—TIGARD,OREGON 97223 RECEIPT DATE:Tr."le, AMOUNT:$ DOLLARS NAM�:' CASH: ADDRESS: M.O.: OF ACCT. PIRMITS SURCNAR01 AMOUNT SEWER BILLINGS 40-364 BUSINESS LICENSE 05-331 PLUMBING PERMIT 05-332 MECHANICAL PERMIT 05-332 BUILDING PERMIT 05-333 SEWER CONNECTION 40-363 SEWER INSPECTION 40-365 SYSTEM DEV.CHARGE 25-366 PARK DEV.CHARGE #1 30-367 PARK DEV.CHARGE #2 30-368 ZONING ADJUSTMENTS 05-362 TOTALS RECEIVED BY: PIRMIT NUMBERS ASSION11110' Number Amount Number Amount Numbw RECEIPT It o � � Hanson Dunahugr VawdA Thompson Nicholson AIA p,. A,c,h wtuwe Urban Denign EmrromhemBl Plonmrg 41S Na1hwM1 Park AvenuePer11sr0,Orpoa 01'40Y Vhonc(507)7?4•Ot10 LETTER OF TRANSMITRAL 10 DATE , N �7 O�, - I Coe, O. -` JOB NAME 6 ATTENTION. - ------- -- —__ .__.._��--- RE GENTLEMEN WE ARE SENDING YOU ❑ ATTACHED -)UNDER SFPARATE COVER VIA----.---THE FOLLOWING ITEMS: ❑ SHOP DRAWINGS ❑ PRINTS ❑PLANS ❑SAMPLES ❑SPECIFICATIONS i �] COPY OF LETTER ❑3UBM111A( DATA ❑ CHANGE ORDER tl0JHEA 1.Lt^r r_el IC DESCRIPTION 0'1 rlc lU_1-cl-1 Clu.,lcti 0_q I, lV_ll-Qsed - --- - --- --- _ - --------_ _---- III AY 1 (1 19 A2 GUM 11GARI) THESE ARE TRANSMITTED AS CHECKED BELOW U FOR ACCEPTANCE ❑ FURNISH AS SUBM'TTEO LlI RESUBMIT _._ OPIES FOR ACCEPTANCE 0 FOR YOUR USE r❑ FURNISH AS NOTED ❑ SUBMIT __ COPIED COR DISTI IBUT ION EOUFSTED u RETURNE[T COR CORRECTIONS ❑ RETURN _— CORRECTED PRINTS I I FOR REVIEW AND COMMENT ❑ REJECTED SEE REMARKS ❑ _- —__ ,__ U FOR BIDS DUE. 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS - - — -- - -- -- — --- - -- --- ----- -- ---.�_—�—_ ( 0111(5 TO If ENCLOSURES ARE NOT AS NOTED,KINDLY NOTIFY US AT ONCE COPY FOR _ — --� SIGNED �- W w w w w w w w .�, VAN OOMELEN/ LOOIJENOA & RJETTIEE OF 'TR6ZRZn0 -TQrL A1380CIATE13 Consulting Structural Enginaars _ 3933 SW KELLY ME./PORTLAND,OREGON 97201 roe NO(903):22.44'53 ATTENTION J -- TO PIE —4 WE ARE SENDING YOU XAttached .E] Ur-ler separate cover via-- --the following items: O Shop drawings 0 Prints L Plan O Samples ❑ Specifications [:1 Copy of letter D Change order p1"" COP/IES DATE N0. DESCRIPTION �1 �_—_ -- THESE ARE TRANSMITTED as checked below: 1-1 For approval L, Approved as submitted ❑ Resubmit _copies for approval [1 For your use C] Approved as noted 11 Submit copies for distribution >�/As requested ❑ Returned for corrections: [] Return_ corrected prints ❑ For review and comment f7 _ Cl FOR BIDS DUE_ __ 1g— __ f_ PRINTS RETURNED AFTER LOAN TO US REMARKS_______._ COPY TO SIGNED: Nionclrmr (n%E_iT N. WN on Otis If enclosures en net 81 noted, kindly notl . it once. VAN DOMELEN / LOOIJENGA & ASSOCIATES Consulting Structural Engineers .Job Job No. Sheet No. ) Client /��7� — Date tiA 'y f By _ • /COG.'Nl�,e! Ti���S �/�� � fig 2 /,o,rr /rf"A'A'71 MAP ori— r y p h.J t r..� •� "rte, r ' TDL VAN DOMELEN / LOOIJENGA & ASSOCIATES Consulting Structural Engineers Job !Sr 'G /SAL L_ __� Job No. Sheet No. -! Client 'L?/1 Dete �!!' r:VV By _ /44L v(i�i�.,;,r. �p�G /S/"l� 75o n /,"sr (Ok, /�• 2 7 e� �Q .. /v.X 3,^_ v' c/S� ,//oma 54R /�.• /2" /�s• ;:b �� ?, � ' G+/f� r'Gc.' 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ASSOCIATES Volk Consulting Structural Engineers JobSs 1+n1 tia�►��_-1 �e�_l-!.M_� ---- Job No. �...-..------ Sheet No. Client --- .1i2�_T►"�-----_�r_—.� _ Date ---------- ©Y —9 --- oe d'0r.N 0oWyre7"0'V ox tJ Lmtu^7'V = '`felly iVc' Jwi�ry U7tt S lI ?Io.► O •trny'•y�r`-t �}y v �r i t♦ r s�wv tA� 44 7Js0 � 31 1Q♦N V1 r ?:2 d f 7, "P." vy•d s •? Q.. Oz s 4 `., t t � ,i i ,f 4h H .V. , Arc 1 cts Soils and Foundation Investigation St . Anthony' s Parish Center Tigard, Oregon TO L_ , I I f 4115 N Mississippi Ave: • Portland, Oregon 97217 2887086 rN 0 P" 'l - y J� Y'E�T EN G L i �1 O I I L . T O IE S 4 1 1 5 N M I S S I S S I P P I AVENUE NON•Df•T(1UC11VE T[aTINO P. O. B O X 1 7 1 26 wELOIN4 CE'1TIPIC/TION 1�TION IN%PicrON " INO PORTLAND. OREGON ® 721 S iL TET L1'"PECTIC" ".Z.; TING L 11 N"T418 L TE STING August 17 , 1981 H .D.V. , Architects 113 S .W. Front Avenue Portland, Oregon 97204 Attention: Mr . Larry Nicholson Re: Soils and Foundation Investigation St . Anthony' s Parish Center Tigard, Oregon Gentlemen: At your request we have conducted a soils and foundation inves- tigation for a proposed parish center building on resent here- ds of the church/school complex in Tigard, Osegon. anderecommenda- tions resenthe with a report of our findings , tions . Site Description The property is located on the northerly side OT 1H - ighway 99W�etween Johnson and rtca-celPwithStreets approximatelyl Oregon. It is a nearly rectangularP de th of 670 500 feet of frontage on Highway 99 and an average deed building feet along Johnson seoKaeredeareaStreets. sone 70hftpeast of the site is i level , gras - existing church/rectory building. Subsurface Exploration In order to ascertain soil conditions , er 3 test_ boringT—s were made using a truck-mounted solid-stem P l auger. Boring locations are shown in Fth"of, l �t ac a d. atS5mpes l were taken at 2. 5-ft intervals to a dee . intervals thereafter in conjunction with the Standard Penetra- tion Test. The Standard Penetration, Test is performed by ing a 2-in. O.D. iv- split-spoon sampler .into the undisturbed for- mation at the bottom of the boring with repeated blows of a 140-1b pin-guided hammer falling 30-inches. The number of blows required to drive the sampler a given distance is a measure of the soil consistency. Samples were identified in the field, plat?d in sealed containers and transported to the laboratory for further classification and testing . Laboratory Tests Laboratory tests were performed on representa- tiv- tee Samples. (These in _-lude natural water content, Atterberg Limits , and particle sire distribution. Results of tests are Summarized in Table 1 , ettached. Soils ane Geology Sclils within the project area consist of an -T-- raln+' se �ments ( silts and sands) found throughout the tine-g H.D.V. , Architects -�_ August 17 , 1981 Page 2 Willamette and Tualatin Valleys (Willamette Silt ) . These are underlain by fine-grained soils of the (Pliocene) Troutdale For- mation. The Troutdale Formation is known to extend for several hundred: of feet in depth. Spec; fic units encountered are described briefly as follows: 1 . An upper unit of very stiff to hard gray brown sandy silt was encountered throughout the site, to a depth of 6 inches to 2 feet. This material was interpreted to consist of fill derived from previcu3 site grading operations. 2. The underlying un:i.t consists of a gray-brown silty fine to medium sand in a moderately loose to moderately dense state. It extends to an average depth of 18 feet . 3 . The lowermost unit encountered is a moderately loose gray medium sand. The explorations bottomed in the unit , at a maximum explored depth of 21 . 5 feet . Legs of test borings have been combined with topographic infor- mation L. form two geologic cross-sections ; these are presented in Figures 2 and 3, attached. Groundwater Groundwater was encountered in all explorations at a depth of 10 feet. We anticipate that the groundwater table may rise to or near the (!xisting ground surface during months of peak runoff. Proposed Construction We understand that plans for the develop- mentiw ll probably call for a one-story frame structure 60 by 120 ft in plan dimension, with full basement below finished grade. Conclusions and Recommendations On the hasi.s of our studies at tt is site, we draw the follo� ly ng principal conclusions : 1 . The basement structure (or building without a basement) may be supported on the native silt/sand soils using con- ventional spread footings . Spread footings may be designed for contact pressures of 2500 psf, with a minimum footing width of 16-in. 2 . Settlement of spread footings will take place because of ( 1 ) compression of the underlying soil structure under the applied load, and ( 2) recompression of any soil layers disturbed during the foundation preparation. We anticipate that compression of the undisturbed soil. st,:ucture under a 2500 psf contact pressure will be negligible, Recomj) :,s- sion of inadvertently distMM-e- )earing—surfaces will take place at a rapid rate, nearly contemporaneous with H . D.V. , Architects -_ i August 17 , 1981 - pare 3 application of load and should be complete before the agZlicatior. of architectural ti.nist, . 3. Foundation Preparation Inasmuch as the native soil unit.. w, icy wl. provide support for the main portion of the structure are extremely sensitive to disturbance in the presence of excess moisture, care should be taken to pro- tect prepared bearing_ surf `- _ . _..._..�...s�,i._17J1.1ri1...�0o k.l I15J_sQn C r e t e c a n LEI a^ Precaution: to achieve this end would consist of ( 1 ) coverinq of prepared bearing surfaces with impervi- ous membranes or granular blankets ( 4-iri. minimum thick- ness) or ( 2) cessation of work during rainy Breather. 4. Any areas 01� the..build"...which a"-!.cL ha-.d9Y9;-Qped . below the extEz for sitegrade must bet)rovided with a weli- gnecTcTra name systpm, in order yd control hydros-tatc 1rsure ayainstlwal.ls, seepage oT"-�a�ernenF walls, etc. Because tFier yrounc�water table will be at or above the level of the proposed basement floor during much of the life of the project, we recommend that extra pr(4cautions be taken to render thy, completed structure as,wateZ-ti�Ihtand as well-drained as possible. These should includ9`c1 annuls. at strategic locations on the drain line, waterproof mem- 7 on the walls , and positive communication ween betthe sub-s ab dr_ai.nage fill and the foundation drain. 5. Surface run-off ( from roofs , parking areas , etc. ) should be tight-J.ined to the storm sewer or other approved disposal areas . Under no circumstances should it be led into the subsurface drainage system. 6 . Lateral eicth pressures on retaining walls , etc. may be calculated on the basis of equivalent fluid pressure 35 pcf for level backfill. All backfill , retaining walls , etc. should he made with c-lett granular material (sand and/or gravel ) . We a rt icipitP that on-site materials vL�1,1 �g.sui_ table for this 01'.rpose anti that it will be necessary to import mater- ial to the project for backfill. 8 . Temporary earth slopes ( such as for basement excava- tions) may be cut near-xiertical to heights of 5 to 6 feet , above which height lower.- declivities will be required . We estimate that slopes of. 1 vertical to 1 horizontal may be used for slope heights of 10 or 17. feet. Above 10 or 12 feet 1 vertical to 1 . 5 horizontal should be used for temporary excavations in whic'i no bt aci.ng is earl ied . h ' H .D.V. , Architects August 17 , 1981 Page 4 9 . We request that we examine and identify soil exposures created during project ercavat ons in order to verify that \d__ soil conditions are as anticipated. We recommend that t;ie structural fills be continuously supervised in order to insure the thoroughness and uniformity of their compaction. We shall be pleased to p170vde such additional assistance or information as you may require in the balance of the design phase of this project and to aid in con_ctruction control or solution of unforeseen conditions which ma; arise during the construction period. Cert. No. : 239100 Respectfully submitted, NORTHWEST TESTING LABORATORIES', INC. C;)arles R. lane, Manager ItJ Neil 14. Twelker ---�-- �7 r' it a UJ z. C v •. T• ,� f. *�' — ..:.�:r•' ,�: ✓ C ��'.�E: - f -. APPROVE n FOR, CITY OF i 0 J i`s. :arf� 47�;' PERMIT NC;}.-�.�.... 0 SITE A1�C�RC-�' �_ �` •� /�, �� t,/', �T; f~- �, Ic- / - „ �� r�, �'. r ,"�, �'' r�F L� 1Jr''t�"C 1'! 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