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11992 SW ROYALTY COURT-1 N ' s — J- 3s's►• 96 0 67/D,iv /� ;�' Ir, a9•- —=Ste— _ _ ds1J amyls _ w_ _L;� ri.w+ ` GARAGEVol/i '- s=d•+ %lv�� 1"ie' �� L 0 ,� 3A r d i " BORING 1 �' ,�, �, POND EL. ; ,' s� , r BORING 2 IG5.OG r \ I p� 17Ge.4 \} dao � ` - b f•��• , , l .f ± \•j/ 8 .8 F. F. LOWED, UNITS ; ;l• %' a. Ic'�• '� I 'Iv rseh l `�.'. .., (E/2 `'`� _ FL.- 16G.12 �`, , EL. If9. g7CD r�vl �' C ire�- - r�► BORING 10 t y //3TRU6jUp�11 1\ \ 8Y OfHCRG �'• ^Ii •J++ : j� GARAGE O I } 1 ofAn aj r _-- y9.if tl S.w, r?oY,Qc1-;� CoLlit?T • • t^ ,f7� 2y' E,v's vy C �" ti �► y�i a Z ~ '' ��~ Sb 'L- V F1,6 , /i'- _" 4 ' ' BORING 9 6 - +; rly7 to 4w IL I 1: \ N .cs��:- Lc.EA15T. PAVEMENT ` I `�. -'- �y erbJ,..! _ e.,�A r '� I o 6.00_`'•x-•Ib :'�'Y�� a i _ 114 � � push ,0+6 t•1—` --'-' j •--r ®• _ _ 'fro" - c ' Y BORING ! r o t e s •Td►�dF s yrs•» . Z s��.-� 0. fC 46 •! 1 4 f 'a� -•- : h L�1.3.92 I'` 7ti�fil a - — !� ��- Z�ss_wtcr 5� 184 2 an �r / — L.�a i .1;Z_ TZ:"( j, rO�� o I 1 u" t?cam r RING 8 ti � as. Tmv --- I I c s- '� • f 4o x dc 4"17 A�•� ;•4 .f ��y �, BIZ •16 9.1wo 2. ttI T. / ��D� j��, 4 \ V IF 5,0 C D6 do CD GARAGE . ti �'( t, ` ( zy •�,r- Z I. f i , 1• BLOC 3 •r \ `/ �r,,' 3,� �awt.,..T • BORING h POND EL. ;1 ? F. F. LOWCF, V , C Pglt+lt6L j,� t Lr rc�u, �n I G S G i I`. Al -1 .. .0 n' x K,v6t_.�!' M.l.� �, .� �s Al ,. 1870 - � ;;� BORING 6 ¢•� rr ,'pt 3. 1 ti � ` BORING 3 Q 17f3.Z , ' ' - ® BORING 7 ' \°� 167 1 '-�'`�- ' // `�� 1 1 '� -- � ` , 1 - ` to 46 ame - ` GARAGE .r.. f� 1 .. '�. .• h -'fit', /f 4�., y - - I GARAGE Ir-e E - ® `� - - �SO•Dp - _ o S4. KEY: • BORING DRILLED FOR THIS INVESTIGATION 1 7 0.4 EXISTING GROUND SURFACE AT BORING LOCATION 3 1/2 THICKNESS OF FILL IN FEET AT BORING LOCATION FEET 9) 5 0 10 20 30 40 50 REFERENCE: DRAWING ENTITLED "ROYAL GARDENS CONDOMINIUMS, BUILDING AND PARKIN; GRADING PLAN," DATED f {: r';y`;;; r �S� �_., f..,: /t f•••.�••J lI.Y7 � G...,, r �r �.. PLOT' PLAN JAN. 26, 1982. •• ' m tOAMIRS la moo"m aa1� "x . -. l.t . ► ..R .. - ti °y'�+"�gr d, '•n.�'. PLAT '- E � � _ �„r ..... - •1''• -_r,.,..:. .. '•M.._.'rn:ww,. — .. '�^C. y .v+•++..+nw nr*Man rete;:y w•nrw...+•[�.wtreswen++..x.•,., .r„ w.._..•..Trnawn .. ,•+� � `I � II ` 11 { �II1 � 1 � { ll � lil-.�` l�`� I�,1 �1 � 1I1 � 11 ��`I ` 1111 ��r�i { �� -fr � r ( { '�'�I � 1 i �Tll �� l � lll � I � ► , 1 � 1 1 ' ll �� I , i � l � tl � l ! { � 1 1 � 111 � 1 1 � 1 I � { 1 � 1 Itl 1 � ! til � � 1 �'� 1 1 � 1 Itl •1 � 1 ill Int 111 ..;,.. �il� _- .. f _ ,, j - --. _. - t1 . y NOTE : IF THIS MICROFILMED �.�. �._..._.�'..._.e...........�... B O 12Iw, �. ,,;.; .n N; , DRAWING IS LESS CLEAR THAN THIS NOT IC r-ZT IS DUE TO I QUALITY OF THE ORIGINAL f —D AWING. M 9Lp CA fZ f,Z 'a Z IZ 0z 61 81 v1 91. . 51 i►I EI ZI 11 01 6 O L 9 S b E 2 { aIILsw qac ,•'' rlhlllll111111�1111�1Itl�llll�MN�iltl�tll )Ilifl!IT111�tt� tl:II�IN�i4H{} #,1 �itl�lfillfl � l'r '.i r� i 11 ' . . r :�;. _ ;.• , :�,��a • ,.; �� IIlluuli�li�1111��1��IIIIII1111��1I111 u111111111111111�11111� �llU��1l1�11�11,U�111� 1 ., En.,r. .._s»... BORING 1 BORING 2 BORING 3 ELEVAIION 170.4 ELEVATION 167.6 ELEVATION 167.1 0 i M L BROWN FINE SANDY SILT WITH OCCASIONAL GRAVEL AND ASPHALTIC CONCRETE 0 0 M L BROWN FINE SANDY SILT WITH OCCASIONAL GRAVEL AND L N E h�L BROWN FINE SANDY SILT WITH OCCASIONAL GRAVEL AND ASPHALTIC FRAGMENTS (LOOSE)RAY F FRAGMENTS (LOOSE)(FILL) CONCRETE FRAGMENTS (LOOSE TO MEDIUM DENSE)(FILL) 321 - 90 � TTLED BROWN AND GRAY FINE SANDY SILT WITH OCCASIONAL SMALL ROOT 19 M L F'ATTLED BROWN AND GRAY FINE SANDY SILT WITH OCCASIONAL ROCK FRAG- O6 M L FRO-GMENTS (MEDIUM DENSE TO DENSE)(FILL) 271 - 94 • MENTS (MEDIUM DENSE)(FILL) 23 M L MOTTLED BROWN AND GRAY FINE SANDY SILT WITH OCCASIONAL ROCK FRAG- 26% - 94 • MENTS (MEDIUM DENSE)(FILL) 301 - 90^ �O SL MATER LEVEL (7-14-82) 5 321 - 89 • BROWN TO GRAY SILTY FINE SAND (MEDIUM DENSE) 5 WATER LEVEL (7-14-82) ru S�,'� BROWN SILTY FINE SAND (MEDIUM DENSE) 46 S M S+M GRAY SILTY FINE SAND (MEDIUM DENSE) WATER LEVEL. (7-14-82) 14 COLOR TO GRAY 411 - 77 • COLOR TO GRAY 0 38% 1 _ � 1 10 9 10 ' 31% - 87 • z 5 15 O BECOMES LOOSE TO MEDIUM DENSE 15 p 15 6 15 341 - 92 • BECOMES MEDIUM DENSE 10 361 - 89 8 361 - 91 • GRADES WITH LENSES OF DARK GRAY SANDY SILT 20 361 - 88 • 20 BORING TERMINATED (7-14-82) BORING TERMINATED (7-14-82) 20 7 291 - 99 • 25 BORING TERMINATED (7-14-82) vi a H a BORING 4 BORING 5 m O ELEVATION 167.0 ML BROWN FINE SANDY SILT WITH OCCASIONAL GRAVEL AND ASPHALTIC CONCRETE 0 ELEVATION 164.2 OF SOD 11 FRAGMENTS (LOOSE TO MEDIUM DENSE)(FILL) 9 M L BROWNISH GRAY FINE SANDY SILT WITH OCCASIONAL ORGANIC MATERIAL (LOOSE) Cc 201 " 99 • i p — WATER LEVEL (7-15-82) 5 9 M�. MOTTLED BROWN AND GRAY FINE SANDY SILT WITH OCCASIONAL SMALL ROUTS 801 - 60 • • 5 ML GREENISH GRAY FINE SANDY SILT. TRACE OF CLAY WITH FREQUENT � p (LOOSE TO MEDIUM DENSE)(FILL) 7 T5 `WATER LEVEL (7-14-82) 5 ORGANIC MATERIAL (LOOSE) p M GREENISH GRAY SILTY FINE SAND TO FINE SANDY SILT WITH OCCASIONAL 561 - 70 • 16 ML ORGANIC MATERIAL (MEDIUM DENSE) 341 - 87 • � 10 ` 10 331 - 924 Q W S M GRAY SILTY FINE SAND WITH OCCASIONAL ORGANIC MATERIAL (MEDIUM DENSE) m GRAY SILTY FINE SAND WITH OCCASIONAL ORGANIC MATERIAL (MEDIUM Z 15 361 - 88 14 S DENSE) 15301 - 95 2 GRADES WITH OCCASIONAL LENSES OF MOTTLED BROWN AND GRAY FINE. KEY: SANDY SILT ru 25 • DAMES b MOORE TYPE-U SAMPLER 20 301 - 94 Z ��-HUMBER OF BLL 6 1 `T WITH 140 POUND WEIGHT FALLING 30 IN. 2 WS REQUIRED TO DRIVE SAMPLER 371 - 91 • • UNDISTURBED SAMPLE BORING TERMINATED (7 14-82) 0 SAMPLE ATTEMPT 'KITH NO RECOVERY LABORATORY TEST DATA �_�—FIELO MOISTURE CONTENT, 1 DRY SOIL WEIGHT 2 481 - 77 • 30S 9---IN SITU DRY DENSITY. LB/CU FT 3 26 301 - 93 ■ 35— �] 381 - 83 s BORING TERMINATED (7-15-82) 40 NOTE: DISCUSSION IN THE TEXT OF THIS REPORT IS NECESSARY R° FORA PROPER 11E BORINGS. OF SUBSURFACE CONDITIONS .� .� (,�;►.,�..; 13W l R.) T A '-Y C'(.' � J(,�,, T LOG OF BORINGS b REVEALED 8Y THE BORINGS. �r T rr`�y t i PLATE ,5 0 5 GAMES 8 MOORi 0 fill A-7IllOfj� 1 i I ,�rf I I I ill f�� r II 1 f 1 �►) I'fl. 1 ' S # I � 1 �� 1 III IIS X11 I � 1 1 , ! 1 f f � � llll I � I � III � � � I � f � � � � I1 � � � � IIM� 1 It1111 ! � � Ilrlr 1� r � � � � Y 4 5 f 7 8 9 I I i _ .wpm R.,,u all�Ct�k7!Pfif eta a,.a. .w .r � NOTE : IF THIS MICROFILMED 10 J 2 DRAWING IS LESS CLEAR THAN THIS NOT ICE s -IT IS DUE TO +JW -QUALITY OF THE ORIGINAL DRAWING. ..�._ - - --- --- - - ------ -- ----- -— FR dE 6Z 8Z LZ 9Z Sz vz cZ Zz 12 0z 61 81 L 1 91 S 1 ti 1 I Z I 11 01 6 9 L 9 S fo E Z 131s.I»o r�l11111111411'III11111Ill I1IIH1tItN11111 1II�U#I�IIN�tlll�tli �n 111 1�N##�f111�#�►+i11�t111 tN1�# '�� IWIN9APRIL111111uuJull�lllllllllllllllllld I 111�IIII�IIIIIf11111N1�1111 20992 + ' �..�rt ar+r -��,,�...,.ca�---._n...–_- y �s,_._— –..R•x+T+1�---""*.J�Itlr....c.- ' epe fit( 1 i 1:• �V J t1 \ D a 11992 SW ROYALTY COURT --KING CITY -� BUILDING PERMITAPPLICATION KING CITY DATE_—,JIII.�f is 13 67 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE -� OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE ._� .I I OT NO. OWNER 't mnrz . JOB ADORE ARCHITECT ENGINEER BUILDER ame, ADDRESS 909 N• 13.C1r DESIGNER V.Vn t t f llrl STRUCTURE l._l NEW Cl REMODEL ENDDITION ❑ REPAIR ❑ RENEWAL FIRE DAMAGE L 1 DEMOLITION O'RESIDENCE ❑ COMM ❑ EDUCATIONAL. ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE LJ SLAB Cl FENCE Tr OCCUPANCY __—LAND USE ZONE _?_BLDG.TYPE ----FIRE ZONE_.—PLAN CHECK BY HEAT 0.,nstruct lr iIimp.wa11., all, j»x appr ved )Inns, behind existing condominium. SEWER PERMIT# OCC.LOAD FLOOR LOAD HEIGHT NO.STORIES AREA NO.BEDROOMS VALUE 7,:10'"', BUILDING DEPARTMENT _ SETBACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit ! :�'�.=RC1 THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check 32.C3 WORK WILL BE DONF. IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE — WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Sub-total _ RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS State Tax 2.53 LICENSE.S:7PARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. --- SDC— Total B5.C6 PDC# APPLICANT OR AGENT By Recelpt No. Approved ADDRESS PHONE a amt GATE Irlisp. TYPE IN PECTION REMARKS PLUMBING DATE Contractor Rough-in Fixture Final HEATING co"If"clur Permit No. GaA or Oil Rough-in Final SEWER _ - - CERTIFICATE� _ FA ipnaplf r opcD h R I VE W A Y Final Storm Dt.inage (Pain Drain) Final Sidewalk 4 _ Curb&Street Final BLDG. DEPT. FINAL TEMPORARY OCCUPNC Final CERTIFICATE OCCUPANCY Landscaping L 7,.ning Floal 9 oro 0+ IIM z U) a ? C r Er U- W 2� A i i 7 � � A lr 00 �( � Y� � Pf,• � V 'N a �1 � Yui. V \ 1 tFr�1 O �V vG 41 L ^ d U 41 ro r1 T -4 to a O Po JA D4 cd N tll CY. w -r v ro ON co a � 4. �' .; 4 41 14 �� 1 £ ��:ti:tai•��.�r•,w«. .:•aarm ...s:.",_..::Aia�vacrb•3m3�FW*�sz�=...._:, ,y .� y ddd bti era, cr.,�„air •�a I�j1 lZ � ��/ ~' ' �`"� �'�r �ta� ��Iw w�i'..• "?6'�'^M.7� � ��'� 1 i�i� y ' 1' f V��I, CD 1• cli 04 pip, - j elf 7 w t ` MON AJ E3 y a w u c�'iF r c o CL. to (10 I � E O �# D I. o o r :irp .1101 o n � ri to O by U I IOWA +-a V D tj 4 M�,r cin I b OJtc aN ri r � Ar A E weersur�t�ereTranead+L iSuxia�sx^r��tstus ti 'v5 aS _-gyp —* _ T. ....� S!`k�� ,�� ...-..-•,r-,-• a �,� ,t- �...�' < [; � 71� �--�'�'�N `-t�.� / � !� �"� •:•l'p��.d�;� ��*rrr`-�, �:��^•.�Y �ac�u��.,+�, +� �IINy�"'�'��,��?''1 ,�b�' �v� q1��, �' ,` "L..rl� .-..�yAils +F 1 �,•n°, ''�I ;� ��ti tL,l e ii" FFF w w INSPECTION NOTICE City of Tigard Building Department 12420 S.W. Main St. Tigard,Oregon 97223 Phone: 639.-4171 Type of Inspection — Date nspection —Date Requested_ rime O_ _A.M. P.M. Address _ 5 � --- Permit # �..3-v Owner_ -- _� Lot Builder f -s�" fir �y The following 9 Buildin Code deficiencios are required to bp corrected: i Presented toF1Approved r - Inspector ___.__-- __. Disapproved Date – .� (°wJ�5 — -- CALL FOR REINSPECTION YES ❑ NO 1■r ■r INSPECTION NOTICE City of Tigard Building Department 12420 S.W. Main St. Tigard,Oregon 97223 S Phone: 639-4171 Type of laspection Date Requested—� ___ Time A.M. __P.M; Address1 Lz �� 1 ,��/ _ Permit # ` # Owner Lot __ — BuilderThe following Building Code deficiencies are required to be corrected: -1LI_-•--��___L� /fly - .,� -C-:...�. .-; � -- I I Presented to �_—_— j Approved 1 Inspector — _ � n �_� Disapproved { Date — CALL FOR REINSPECTION C=) YES f_--f NO INSPECTION NOTICE City of Tigard Building Depair,men, 12420 S.W. Main St. Tigard,Oregon 97223 Phone: 639-4171 Type of Inspection Date Requested Time A.M. P.M. Address /0 5� Permit --;� C) o :0 Owner t Builder The foIl9j * Building Code deficiencies are required to be corre�b)d: "79 e, Presented to /f,1"Approwed Inspector Disapproved Date CALL FOR REINSPECTION EA YES YN 0 aG cc0v0 ,n m o to c ro \ \m > fd (y 0 : n z r - Nzzzco0 1.1 to :.9 u 0 .- d d Y n d Y L M .+ d 7 to w N N 4•V to F -W = �+O \ E in :) + O Z a 9 m 9 F• ro r L = ••� e v do J to W > r- 1.! u T. '•+ p CJ o d d F O O E r CL R G W d 0 a+ d dF R d d (Tm65 c -0V r L .+U I. m 0 p ! do., ey0 Fmm U V dL: OD, UL 4400 \ tr •0 n O C, G� roC 0�+�1(� aui Oh u - - rdNt-JruNNNN c H � m 4+ L; a+ L 2 ;J It L? F z a, n L Z 2 to ►, C a .J En w >- 11 O O yin InV WWF n W N N N N N F z z 0 Z N 3 - U O o 4 G w - z = W o f u o td. IL + U-+4 ro LO C tO m a 0: NC g, u r r G o t_ 1W- d 7 ro Ln ryu c c 0 m 0 O F . I uP 3 V 41003v o a J u c 1) C4 z 0 0 0 C s T - am3 to . C tn1 Q' C 0 O 4 0 1 00 ; 3 � J N t^. U7 m O to to m \ a> a a: 4• J c •+ 0 v T - -W .. 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J _I J O F T O p r 1 ••H O V www (A F of F L9JY Lm « C. n Q: C1 ft n +> n Y a: O O O O N O U N i+ w u a' ([ Y Y4.1 a 6' N {. n N uA•.+ d d T T T {. ,,. a A T E Y L 4 y. w N N 1 n m d Q N a+ O E m 7 7 -10 Y F n ., I S 2 ] , IL T d a, 1� Y T T. T a 4 O ? Ta F L a. u. O C dru MI a oLa, dtnSadalnoa iT mEnm � a as - — — Enm I. .. I L, oc L Iuua ¢ 0 c F - Q >••• E F t F _1 F t H .T T T 3 ¢ L. Y a t.• e�. O a T a o: o o a o t m, Ch I- u 2 u u u N LL { Y V - C L d d L OT t O Y tT L 7 D 4+ of t- I- d d n •� C u u U d N t E T i'. ,4 D O D o c u t: a •• ¢ Uta En4u I• d m0 T 3 - v U I- T ++ a a a •r T c G v' 4 ,i1 44 O r. � ;,,� 'iUY4+ � JF' E C ca: qL L EEE cLO •. O T M0 nY ao nnn MV O L T C. 2npiQ Qa 3ZLL tnEnQtnEn(n301 u �Am II 3: m ;I z44 N It fJm 7 n .pnOETO Cna Vi ..NCTd Vi Onwc, O + NC «,Nina n •On0.? !) s? « NC7 f0 4 � a � 1Ufl �fl11U � U � fl � � I � � fl� OI � C � IJU DI � I � � CI P O. BOX 121 • TUALATIN, OREGON 97062 • PHONE 6/7-2601 NEARFIEL D TECHNOLOGIES, INC April 22, 1985 1220 S. W. Morrison Portland, Oregon 97205 13658- 1 3548 -118-001 Insp. Type RAF Dear 'Tom Wiitala, This is a Fire and Life Safety Plan Review and is based oa the 1982 editions of the State of Oregon Structural Spe- cialty Code and Fire and Life Safety Code (UBC), the State of Oregon Mechanical Specialty Code and Mechanical Fire and Life Safety Code (UMC ) , Uniform Fire Code (UFC ), and other local ordinances and regulations All insulation materials including facings, such as vapor barriers or breathing papers installed within flow-cei ; ing is - emblies, roof-�.elliny -asst'illbl1E'_• - ;,;a11S, ,- ra:.;l spaces : atti:s shall have a flame--spread rating not to exceed 25 and a smoie density not to exceed 450 when tested in accordance W! th U. 0 C. Standard No. 42-1 . UBC 1713(c ) r Not less than one ( 1 ) approved fire extinguisher with rating of not less than t-A: 10-B: C shall be provided for each 6, 000 square feet of floor area or fraction thereof. the travel distance to an extinguisher from any portion of the building shall not exceed 75 feet. UFC Standard 10-1 Submitted plans are approved for construction subject. to the above noted I `�, s Approval of submitted plans is not an approval of o-iissions or oversights by t0s office or of non-compliance i_lith any applicable regulation: of local government This structure ( or tenant, space ) has not received * irnal inspection and is NOT approved for occupancy i � � IMPM URR � IRfl P� D1 � C11D11 DiS1� IC1 P O BOX 127 • TUALATIN, OF9:GsON 47062 • PHONE 682.2601 Nor-!al. office hours for Fire District Inspecturs are from 8 00 to 9 00 a m and from 4 30 to 5 00 p in, Inspection requests and questions should be made by phone during these hours only. Whenever possible please ask for the inspector you wish to I;al 'A to. If you desire a conference regarding this plan review or if you have questions, pll-ase feel free to contact me at (503) 682-2601. er Bob r ung Fire Pre�•ention Bureau L� HR11 M URK tHU RUMM ERIN P 0 BOX 127 • TUALATIN, OREGON 97062 • PHONE 682.2601 • RUSSELL WASHBURN, CHIEF ROYAL GARDENS CONDOMINIUM BL 3 April 17, 1985 15300 S.W. 116th Avenue Tigard, Oregon 97223 13679-1 344A-040-000 Insp. Type . RAF Re: Plan review for Building #3 of Royal Gardens Condominium; Dear Tualatin Development Co. : This is a Fire and Life Safety Plan Review and is based on the 1982 editions of the State of Oregon Structural Specialty Code and Fire and Life Safety Code (UBC) , the State of Oregon Mechanical Specialty Code and Mechanical Fire and Life Safety Code (UMC) , Uniform Fire Code (UFC), and other local ordinances and regulations. Provide a fire hydrant located within 250 feet from all portions of building. Hydrant shall be connected to an approved water supply and shall meet the minimum fire flow requirements. UFC 10.301(c) One fire hydrant to be located near the end of Royalty Court near the gargages for Building N1 and one fire hydrant to be located at the end of the private accessway near the garages for Building 414. Ne parking is to be allowed on S.W. Royalty Court, a private drive. No parking is to be posted with "NO PARKING, PARKED CARS WILL BE TOWED". In one-hour fire-resistive corridor walls every door opening shall be protected by a tight-Fitting smoke and draft control assembly having a fire-protection rating of not less than 20 minutes. The door and frame shall bear an approved label showing the rating. UBC 3305(h) Approval of submitted plans is not an approval of omissions or oversights by this office or of non-compliance with any applicable regulations of local government. I , you desire a conference regarding this plan review or if you have questions, please feel free to contact me at (503) 682-2601 . S' t—r cerely ene chiII Fire Prevention Bureau a IIHMM HUI HU pMtRIN P O BOX 127 • TUALATIN. OREGON 97062 • PHONE 682-2601 a RUSSELL WASHBURN. CHIEF ROYAL GARDENS CONDOMINIUM BL 4 April 17, 1985 15300 S.W. 116th Avenue Tigard, Oregon 97223 7121-4 344A-039-000 Insp. Type : RAF Re: Plan review for Building #4 of Royal Garden, Condominiums Dear Tualatin Development Co.: This is a Fire and Life Safety Plan Review and is based on the 1.982 editions of the State of Oregon Structural Specialty Code and Fire and Life Safety Code NBC) , the State of Oregon Mechanical Specialty Code and Mechanical Fire and Life Safety Code (UMC) , Uniform Fire Code (UFC) , and other local ordinances and regulations. Provide a fire hydrant located within 250 feet from all r rtions of building. Hydrant shall be connected to an approved watr,r supply and shall meet the minimum fire flow requirements. UFC 10.301(c) One fire hydrant to be located near the end of Royalty Court: near the gargages for Building N1 and one fire hydrant to be located at the end of the private accessway near the garages for Building #4. No parking is to be allowed on S.W. Royalty Court, a private drive. No parking is to be posted with "NO PARKING, PARKED CARS WILL BE TOWED". in one-hour fire-resistive corridor walls every door opening shall be protected by a tight-fitting smoke and draft control assembly having a fire-protection rating of not less than 20 minutes. The door and frame shall bear an approved label showing the rating. UBC 3305(h) 1,pproval of submitted plans is not an approval of omissions or oversights by this office or of non-compliance with any applicable regulations of local government. If you desire a conference regarding this plan review or if you have questions, please feel free to contact me at (503) 682-•2601 . Sincerely ere B i rch 11 Fire Prevention Bureau s � t BUILDING PERMITAP4I_2ATION KING CITY DATE ='= _ __- __ .19_ r__ 133 1HE UNDERSIGAED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE o39-3IU1 ,OR AS SHOWN AND'APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE LOT NO. OWNER 0C JOBADDRES3 1199,. 5W !3U CRY 1tY Cg11tt lilti& . 15 300 SW I i th Atte ARCHITECT King Cit ;1l1 9722$ DESIGNER NEER BUILDER � ADDRESS Y� STRUCTURE ►'EO NEW LJ REMODEL G ADDITION ❑ REPAIR ❑ RENEWAL ❑ FIREDAMAGE ❑ DEMOLITION Cl RESIDENCE U COMM C7_EDUCATIONAL ❑ G_OV'T Ll RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY --- LAND USE ZONE .KUL _BLDG.TYPE S—_FIRE ZONE—PLAN CHECK BY �:Z'h HEAT. G>aS -- unit Cion-l*.,; Amr ap;woved Plans & code requirementa — �c�;ct� 16 3admoms SEWER PERMIT# 13y_USA --- ----.___._-------------------—_..--- OCC.LOAD FLOOR LOAD HEIGHT 2U+- NO.STORIES 2 AREA 8026 NO.BEDROOMS Ih VALUE2 70,OUO BUILDING DEPARTMENT SET BACKS FRONT `' 'REAR LEFT SIDE RIGHT SIDE Permit iiSb•U0 - THIS PERMIT IS ISSUED SUBJk.CT TO THE REGULATIONS CONTAINED IN THE BUI!DING CODE, ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED TliAT THE Plan Check '�*_ �7•7U WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE TRFU � WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Sl1lRt71TfT' '��` �; 3•1U RESTRICTIVE COTENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS State Tax 42 34.32 CI�N4$Et SEPCRRIJE PERMI?S I.QUIRED FOR SEWER,PLUMBING AND HEATING. _ ;- SDC— + ;45.Do Sever inspec tion , Total I X93.2 -*11 �SA7. UVg92. 2 ,y,o'�'DC# APPLICANT OR AGENT i;TWtbi♦� - Receipt No. Approved d J ADDRESS �� PHONE Wall ..� DATE INSP. TYP[ INLP[CTION — REMARK$ PLUMDING DATH -- Parmit No. Fixture — - --- - �Ap- J� Flnnl HEATING L//` Contractor j y t Permit Na � /i3 v�Q or oil Roughin Final SEWER T Final'_—� -�(- DRIVEWAY Final Storm Drainage (Rein Drain)Final Sidewalk Curb 8r Street Final Approach ULDG. DEPT. RINAL TEMPORARY CERTIFICATE OCCUPANCY Final II FCERTIF1CATE0C;'JPANCY g� Landscaping Zoninq Final S4 YV BUILDING kRMIT APPLICATION KING CITY DATE__April ts85 1338 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR T4E WORK HEREIN INDICATED BUILDER PHONE 639-3101 OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. (,,WNER PHONE LOT NO. OWNER JOB ADDRESS 119)2 SW Royalty Court BUS A _ 15'-QU SW 116th Ave ARCHITECT ENGINEER BUILDER 100 ADDRESS Kizer Cityr OR 97224 ---DESIGNER STRUCTURE ® NEW 1.1 REMODEL U ADDITION ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE U DEMOLITION RESIDENCE LI COMM (_J EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CARPORT G GARAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY ._ __LAND USE ZONE _FUD -BLDG.TYPE _;21_—FIRE ZONE- PLAN CHECK BY HEAT �_- � , iv,struct 8 unit condo's per approved plans ti code requitems ntsF i,., '.a0iroaws 16 1*-droomsa SEWER PERMIT# OCC.LOAD FLOOR LOAD 40 HEIGHT 2U+- NO._STORIES 12 AREA &028 NO.BEDROOMS VA_LUE2729000 BUILDING DEPARTMENT SETBACKS FRONTM PLMS REAR LEFT SIDE RIGHT SIDE Permit Lib 3•UU THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING S6U.9S REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT I HE Plan Check WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE TRU - � iJ•2Q WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE SL'6'f8i�1' RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS ��ro •a2 14EVR$I.pEPARATE PERMIT$REQUIRED FOh SEWER,PLUMBING AND HEATING. State Tax __ !`�` 18�J3 67 SDC- + Total • _ PDC#� APPLICANT OR AQENT _,-_� � or 13AL ou L 89 7.5l Approved ls,S�{jb)! Receipt No. ' ADDRESS ------ ---- PHONE - — DATE tNSP. TYPE INSPECTION REMARKS PLUMBING DATE Contract 4 d Permit No. � 4C II Xj Rough-in Fixture Final HEATING Contract.) -5*- .2 LGas or Oil Rough-in ;;EWER .4 kl-4< / Jf— Fif I RJ Final Storm Drainage (Rain Drain)F=fnal Sidewalk Curb&Street Final Approach DL DG. DEPT. CERTIFICATE VIINAL _TEMPORARY OCCUPANCY CEPTIVICATF OCCUPANCY Final Landscaping Zoning Final cS (� BUILDING PERMIT AlIPPLICATION KING CITY DATE. April 19 5_ _ 1339HONE. X THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THF WORK HEREIN INDICATED BUILDER P3101 OR AS SHOWN AND'APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE • LOT NO. OWNER_ TIX JOB ADDRESS 11992 W Rt1 air lty Oourt _ 1;l t ; 3 Garages _ ~- 15300 Sw 116th Atte ARCHITECT ENGINEER BUILDER Y � ADDRESS King- City, OR $7224 DESIGNER STRUCTURE_ X NEW ❑ REMODEL ❑ ADDITION 0 REPAIR ❑ RENEWAL_❑ FIRE DAMAGE ❑ DEMOLITION RESIDENCE ❑ COMM ❑ EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CARPORT jj GARAGE 0 STORAGE ❑ SLAB❑ FENCE OCCUPANCY A"1 LAND USE ZONE n!R—BLDG.TYPE AN FIRE ZONE._PLAN CHECK BY l:TM HEAT instruct garages (1) 5 car unit (1) 3 car unit. All per appVc!"d plans 6 lode SEWER PERMIT M OCC.LOAD FLOOR LOAD HEIGHT 12+" NO.STORIES t ARE. NO.BEDROOMS --- VALUE 25�t1UtJ BUILDING DEPARTMENT SETBACKS FRONT LEFT SIDE RIGHT SIO_E Permit 17U.5t1 THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING 1 IU•83 REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plen Check WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE 28J33 WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE . Sub-total RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACIORS TO HAVE CURRENT CITY BUSINF,SS CENSE,S�!ARAjE PERMITS REQUIRED FOR SEWER,PLUMBING ANL HEATING. State Tax 4% 642 ,u1 �c�*11)t i, SDG— Total 283915 �f pDCM APPLI NTQI�AOE�I1 � or BAL INl _177,32 _ Approved is�i�►tb•e u— Receipt No. ,1 ADDRESS PHCNF DATE INSP, TYPE INSPECTION REMARKS PLUM NG DATE -7 Contractor Pormit No. d" Rough-in Fixture Final HEAY4NG Contractor Permit No. Gas or Oil Rough-in —f Final SEWER r1ruml DRIVEWAY F:nal Storm Drainage (Rain Drain)Final Sidewalk Curb&Street Final Approach BLDG. DEPT,I'l --TEMPOJiARYCERTIFICATE OCCUPANCY CERTIFICATE OCCUPANCY Final Landscaping Final � A BUILDING PERMJ� PPLtATION KING CITY DAT` -�x�l _ �q''.'- 1341 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE 639-314L__ OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE NO. NO. OWNER JOB ADDRESS 11992 SW Royalty court _�`-� :' 1.,LOT£ @�1--- 15300 SW 116th Acne HITECT ENGINEER AUILDEFl .'t. ADDRESS King Citya OR 97224 DESIGNER STRUCTURE X NEW ❑ REMODEL ❑ ADDITION_ ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION ❑ RESIDENCE ❑ COMM ❑ EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CARPORT X1 GARAGE ❑ STORAGE ❑ 3LAB❑ FENCE OCCUPANCY LAND USE ZONE__A'BLDG.TYPE _FIRE ZONE PLAN CHECK BY Mi._— HEAT _ Const garages (1) 5 car unit, (1) 3 car units All per approved plans i code req u rr � s__r SEWER PERMIT# , OCC.LOAD FLOOR LOAD """ HEIGHT 12'x"' NO.STORIES — AREA i-m NO.BEDROOMS '""'_VALUE_25 pWU BUILDING DEPARTMENT SET BACKS FRONT 88F. FW NEAR LEFT SIDE RIGHT SIDE 170.5u —= _ ---- - Permit _ __- THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING * 110,83 J REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plar,Check WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Subtotal 121.33 RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS Stale Tax 4� Lr 01f2 k+F .NSE.mmeS &ARA Ei E ff1 f IEOUIPED FOR SEWER,PLUMBING AND HEATING. Total 288015 SDC— ect3 i ##3355!!77 — — PDC# APPrtICANTO�AGEN? - •r BAL u�a 177,32 Approved - ` "rw E b ti Receipt No. --- j J ADDRESS IH;)NE its DATE INSP. TYPE INSPECTION REMARKS PLUMBING DATE. Contractor �M Permit No. g/ /p 2 —df.• �� — -—— Rnugh-in Fixture ---------- ----- -- ---- Final —..—.------ — --- HEATING Contractor Permit No. Gas or Oil — - — -- Rough-in — � Final ---� -- ---- A-�� - -- SEWER _ _.—.----------� — Final — -- DRIVEWAY — � — Final Storm Drainage Main Drains Final Sidewalk Curb&Street Final Approach BLDG. DEPT. FINAL TEMPORARYT CERTIFICATE OCCUPANCY Final V CERTIFICATE OCCUPANCY Landscapwip I Toning Final w MR ffm�xr EUI DING F' MIT APPLIC ION TIGARD DATE—Y=—r--- THE ATE_Y —•- --THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR TF iE WORK HEREIN INDICATED BUILDERHp ON SJR AS SHOWN AND APPROVED IN THF ACCON'PANYING PIANS AND SPECIFICATIONS. OWNER PHONE O:"WNER Tj - JOB ADDRF.SS f/� J C {,� � � LOT NO ARCHITECT BUILDERENGINEER ADDRESS DESIGNER STRUCTURE ❑ NEW ❑ REMO_DEL _' ADDITION _❑ REPAIR ❑ RENEWAL- ❑ FIRE DAMAGE _❑_DE►IOLITIC ❑ RESIDENCE C COMM ❑ EDUCATIONAL ❑ GOV'T Cl RELIGIOUS u PATIO'❑_CARPORT ❑ GARAGE ❑ STORAGE ❑ SLASO FEN( CC.Cv'rANCY (_"---LAND USE ZONE _N-Y BLDG.TYPE__ ; � FIRE ZONE_— PLAN CHECK 8Y HEAT Ile 49 A SEWER PERMIT I OCC.LOAD FLOOR LOAD HEIGHT ;Lt- NO.STORIESARE NO.BEDROOMS VP�LLI . -�---- / �� _�-- BUILDING DEPARTMENT SETBACKS FRONT Lf.�e REAR/�� LEFT SIDE RIGHT SIDE Permit � �d THIS PERM, IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE,ZOt1:A RtanCheck REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED TY.AT i F � � ORK WILL HE DONE IN ACCOP.CANCE WITH THE PLANS AND SPECIFICATIONS AND IN COM.PLIANC WITH 5u1>kptal ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIN 4 RESTRICTIVE COVEN;NTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY 66SINEf LICENSE.SEPARATE PERMITS R-EQUIRED FOA SEWER,PLUMIJ:NG AND HEATING. Stka Tax a _ SDxCx Total I '_- -- —---- PDClI APPLICANT OR AGENT Sy _ _ R' - Receipt No. Approved ADDRESS --- -�� -� - -- -- -PHONE oC s Pc fq2 —_ EWER CONNECTION 2 EWER INSPECTION S FIJER SURCHARGE s ,.,-.�;�f• c• �-� ~fir � � . 7 6 1 Uf SEWER PERMIT Nu 30673 � -�� Unitlod Sewe:ape Agamcy � ^-, of Washington County CITY OF r_ —_ — DAT E - -� .� OWNER. J�—N _— PHONE' "'. OWNER'S ADDRESS TYPE OF INSTALLATIONS Z BUILDING SEWER ❑ LINE TAP AND BUILDING SEWER ❑ Li'if TAP ��FY(PE OF OCCUPANCY, NEW ❑ EXISTING ❑ SINGLE FAMILY ❑ COMMERCIAL TA MULT, RES. ❑ INDUSTRIAL FIXTURE UNITS DWELLING UNITS ADDRESS OF STRUCTURE Permit Conditions: The applicant agrees to comply with all rules and regulations of the Unified Sewerage Agency. When ceiling for an inspection, please refer to the Permit Number. The Permit expires one hundred twenty (120) days from the date of issuance. The total amount paid (permit fee, connection charge, line tap fee and/or other charge) will be forfeited if the permit expires. The Agency does not guarantee the accuracy of the locatioti 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 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 lateral. FEESc PERMIT FEE E CONNECTION CHARGE LINE TAP INSTALLATION _ ISSUED BY OTHER TOTAL s _-14�- DATE OF ISSUANCE APP LL CCANT— - - DATE OF EXPIRATION I SEWER PERMIT i NO 306 3 ADDRESS OFSTRUCTURE TAX MAP .;i�l� TAX LOT -�\'U QUARTER --•-- SECTION LOT _ BLOCK OF APPROVEURY DATE 'I-SSUED BY DATE OF ISSUANCE D.U. 'S ` REMARKS �•, �,1\� Il 11 L ` �: c SEWER PERMIT Nn 30673 0 ON AN ATTACHED 8y"X11" SHEE1 SKETCH THE LOCATION OF STRUCTUPE ( j ON PROPERTY A NORTH ARROW. ADDRESS OF THEN SHOW THEE ROUTE Of HOUSE STRUCTURE _J_1 SERVICE LiNE FROM THE APPROX- iMATE POINT PLUMBING LEAVES THE CONTRACTOR/ N HOUSE TO THE POINT ON PROPERTY INSTALLER �I- LiNE WHERE IT CONNECTS TO THE - -- 0 SEPVICE CONNECTION PIPE. INCLUDE LENGIH AND DIAMETER OF SERVICE LINE, DEPTH AT THE STRUCTURE AND TYPE OF PIPE PROPERTY LiNE, AND DIMENSIONS DIAMETER in REFERENCING THE LiNE TO HOUSE OF PiPE C OR PROPERTY LINES. —T'"`- ----- LL_ INSPECTED 6Y _ DATE DATE OF EXPIRATION SEWER PERMIT N 30674 V �� I ofWashington CITY OF DATEdSewerageAgency i t i" of County -- - ( OWNERt � L I�i'� ' ' � ��' PHONE r. ' OWNER'S ADDRESS I !� 1 r' f�, `f ` )-i L4 rrTT�YYriPE OF INSTALLATION, LLT BUILDING SEWER ❑ LINE TAP AND BUILDING SEWER ❑ L.INE TAP TYPE OF OCCUPANCYt NEW ❑ EXISTING ❑ SINGLE FAMILY ❑ COMMERCIAL MULT. RES. ❑ INDUSTRIAL FIXTURE UNITS_ _ DWELLING UNITS �\ ADDRESS OF STRUCTURE, Il 1 C 1' Permit Conditions: The applicant agrees to comply with all rules and regulations of the Unified Sewerage Agency. When calling for an inspection. please refer to the Permit Number. The Permit expires one hundred twenty (120) days from the date of issuance. The total amount paid (permit fee, connection charge, line tap fee and/or ether charge) will be forfeited if the Permit expires. 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 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 lateral. FEESt PERMIT FEE s CONNECTION CHARGE LINE TAP INSTALLATION ISSUED BY OTHER TOTAL 3 T- DATE OF ISS-SUA NNCT- — `- APPLICANT DATE OF EXPIRATION SEWER PERMIT NO 3(1�7� � ADDRESS OF STRUCTURE 1 t 1 J �.'., 1, 1 A� 1/ ', TAX MAP 4.1 ) 1 I -'1 /'\ TAX LOT (. (� !'QUARTER 't SF!'TION ---- — LOT _r_ BLOCK OF APPROVED BY � DATE J ISSUED BY DATE OF ISSUANCE 1 0.U. Is REMARKS SEWER PERMIT N 30 O ON AN ATTACHED 84"X11" SHEET SKETCH THE LOCATION OF STRUCTURE ON PROPERTY E THA NORTH ARROW, ADDRESS OF 1 ,�� 2 �y a 1 �7 1 � �_I THEN SHOW THE ROUTE OF HOUSE STRUCTURE � `JVV �i.J ;�7 SERVICE LINE FROM THE APPROX- I MATE PPROX-IMATE POINT PLUMBING LEAVES THE CONTRACTOR/ cA HOUSE TO THE POINT ON PROPERTY INSTALLER —` LINE WHERE iT CONNECTS TO THE O SERVICE CONNECTION PIPE. INCLUDE LENGTH AND DIAMETER OF SERVICE TYPE OF PIPE ..- LINE, DEPTH AT THE STRUCTURE AND — -— PROPERTY LINE, AND DIMENSIONS DIAMETER to REFERENCING THE LiNE 'FO HOUSE OF PIN ._ _C OR PROPERTY LINES. �---- Lt INSPECTED BY DATE DATE OF EXPIRATION CITY 0F "k,,,ARD No. 3517 12755 S.W. ASH P.O.BOX 23397 - Date TIGARD,OR 97223 r Name Address Lot I p —16iock/MaSubdivision/A dress c.1 q-L C, (A) —1 �111— I , Permit Ws Bldg. Plumb r,—asT r Sewer Other Uther Rec.,By Acct. No. Description —Amount 10-432 Building Permit Fees 10-431-600 Plumbing Permit Fees 10-431-601 Mechanical Permit Fees 10-230-501 State Bldg. Tax 10-433 Plans Check Fee 110-435-- Other Licenses & Permits 30.443 Sewer Connection 30-444 Sewer Inspection 24-448 _Street Syst. Dev. Charge 25-449-610 Parks I Syst. Dev. Charge 25-449-620 Parks 11 Syst. Dev. Charge 31-450 Storm Drainage Syst. Dev. Charge 10-430 Business Tax 10-434 Alarm Permit 10-227 Bail 10-455- Fines - Traf f lc/M isd/Parking 10.230- GPTA Traffic/MisdIVic. Asst.- 10-456 Indigent Defense 30-446-401 Sewer Service/USA 30-446-402 Sewer ServIcelCity 31.447 Storm Drainage 40-475 Bancroft Prin. Pymt. 40.471 Bancroft Int. PyEt. 10-451 Other Charges for Services 30- 5% --rKA- TOTAL : '� DEPT. NTl/l DwE, c:u RbyACWS cam. L C-.wrz0 Aj C'�Nvo ,BLt�G- tt /� 1w/�c�/ 2 �, /�✓6S 9 C C = �_•�G'SF�' O 1. _ ,E'ooF��-'L- - ��i t�« ;V2 Lr y SN7. 46 /A- Tai 01. = 7U:.4C Or*s/6.0 LuIgO r 37 ,56" / 4F6 70 S AA.) Z. /2 !n „ _ /. 3 3 �?7) z- S _ /C&za �,c�A�l- G '-O " � W= /��?!� 37psC c Z�"7'�/� •) �+c 17G� � A) .�pl -- llp O �% �Uc ,z sps � ✓�.pLY f,[tk - I.B . QJ 5190 /4"ec. = ?8 p,F �-� /.1. '..� Sid"GyP• Gtr�� . 2.f�•,r, OREGON 5c b " 10 -,qQ� / t'T L Fes'-- 7 f)-7X7L L'£ 7 6 t> L D .5 - (D /•J/75� r L oe-�e- � 8 62 (A )' &A I q 50 ' 1 7,,,- - 2 x/U N /6 o'C /1L4 Ow i/CFL /& dO z-, B2 !4 L%sf c >< /b G /7 cam" t2 we /c44 A� Mpx Ho= � _ 146.4(4)z46)= AD 4,o6 /6 /ogoG _ 7 /Bocr 3 _ 2 X "C--v /6' 14 _n -- cKE 1� w= G7q'/ + Peri- sAy Mo1115, 040 JA., lib 1417040 •3� t90 (� n'n� 5 12-0 c 119.23,E M r. C1-. l� .�,ktJ�^ �/c G(G4U) 4/4U� A_ (414O�J 5 4C7 o IrGON `C) ,oHP��t�Q` N � t-1v= la6'•4�10)�I-5�- /G26oiu-/6 'o f SpA wG X 1, 33� /•5'�/d�)=�2 � 1�- 1445 c t2 '-G" fRer� .gra. rto -14- IGo2 ,c 2,It: x1Z�rr 6.0, Y= 25 � _ i9G 12 5"C� L) IU p.F # � S Y� u7✓�!E I.�AJ �T - (= Liv. Spptii= q '-(o �, IZCGI,r /cf� _ -738 tF3t 4-5,f 745- (`(o = 745 ��1, �)7�1.5� = 22, G2 "b• — -22c.Z 9 IB, Ii.� ' �iX ,O OI< e. 19o4 > �sLE q „ .x c'�.. r•— __-.� Jai �.�• �v11:L �•Z7: oleo 6 ��e 0 f'5-312 i - ---•-i __._ .. ___.---. ----__. • rr Nle ,-rrcELLv U� - ,I FL Oor `� or-,Tc I - F 1,4 y -5,CA AJ o/c e,/< Nr � ._ SPA -J�'- (-)_ 2 ��jb r 7 � } E'r'- I� cdl i 12�c� V = Ito-7Ca � ' !1 r ��V i c� _ Z G.• �,- t�v ' I e7 f 4 b r F � Z NC�2 I<r rcNz �u ; - i '2r39 �q9 Yog1 S = 3374� - 2 1.D'�� '� - 410 CK. � Ipso AA U�t q "xr �� D•F C. 5sso OREGON v M 40 .1 41C w !✓ OED 5 Te,-L L ,l -rt f-, Fo r E r 1 t U)7 C,F IC'I4 4 " TNicv )> 3 �►�' j �,�=<I C"� t, ro Y O'76 (, ' SpAv ; j'lo- 14o(&)T�I•� )- TSGC /4,- 1,5, (• '- B slv01' Mo = 140 c8I.5) 1 ?A44 1h,— Ib _ C.5 7,1 �Z X ✓ X �Q 12 �pA �_� L° rJtCKS � Me = ��U�12�r�1.5)= I9440 �ti.,- ►b, 23,4 0 C'Nr-r_ k f-irzk ac. Ace �N , MAk• Vk-)SvFpo2-TkD I4-r = -7�U " , wiG)TH= uJ i v p IS"!; 44 44 CA -7G 1, s Z du I = D, 048 �vX �� '7 �, oK i UtE _F12C PLACE Cy c11� U F1i�'rf' 5190 � OREGON �h 10_ -,9 (`Q` SIOE 1N/�LGS rOOF = '2 37 `/0'- 2,,a Fc/7 = 2 x G WALLS - I7 )CSO /moi = / 7b M/, f7e i Soml� c i Od Y/A[G s- C4,vo Logo L oAio L0/00- 00 C 0/00-go LoA �/c2'. NcT / 76- Lo= G77�/A.7 L rvt- ZoAO y DdAG LoAp flit- 6t" /Sel6Psf � USE /6„A.4/,(J. RVV)1(4E 72-12 6s, sort 1.U7A-,2/02 PA-Ale,,u6- VIAL(. AT WALL - ,/iUT,O<rr 6 0P1-,TA6t." = /233 Ut C 11410-2 = B l 4 2.09 /-5KS(C AZ,kjG- W4e-6 S:- 0 12' X C." r7e,'`r luz g.E AJ6l WgLZL ', F!'r �t�,� 5190 P `_ r✓ ' 1v` V f W 15ry, C t yc OREGON ti N V �� ofhfslond i r,G ILI GA6JEC) l kAn IF - p'�b rrlUD / p�sT, EX POsurE- A 0 C9 w„vowArzD wt.,t d.g Lctwpfut WALL r?oc+F = 0.7 ou-n,vARO ( sr- ouTWA+D chi IZ oo F s q,s prF o u'r -7��lCAC� Uti 1T- LOIvlr17UC��tJIO(� �/,��L7/DcJ�.� 4 4 B b �- rGd0' _ 4 z 14 d �* Q TOTAL LnAD Ta fi&`t' fLndC= 16 67.7r�,, 3cr�(�c.,3�F)= �Bi�`4 SNEA R fr-or 6E S C� 2�02.. wpt-LS (eAJOs) 50' '/z ” ply UJ 10d LT o,c /-lea o2(PARTy)wp4.t 5 �s- '4 — /'l/ q�F B Np,�,v t_�sr_ mss'<,yP �,.�l E,c✓c�,c�.��r q''n„�, A 6 0 46" - Q ,4. Ov oa N "d+conal °�� /Zc�w-TP� rccs TA-2114 SE- F To /s7 ,"zQ,k - F- 17.75"(9,S14.13 ,5 4,E A0 Tc' G'Zr w,Q�- /[' : f _ /c,�••/r 7S9B '�! i s - i 4 1 = 1,6& 5NE.pC 7-a f,QeR.T 4c/hGC - S"1 S/a"Qs 4,g /N7B/L�tuiQ SNE.Al2 UJ1��L. 5 - � 44� IJ'JQ �/Z'Gy� sNTs--Ff�- `-�aG'� wj Sc/c»ece�sLv 7"e r. 1516 YO A,15. E Q a�s�o OREGON fir` VIaSM C� �a QP .w�E �� (�'J 10 110 Co � ,-- 3// �,Trzrx. G�Lc�. r""yc- G�►2Ue.� Car.00 v ,St-nG Seg /.= o c,,- s�- %z Ex.y<,✓�. t �rs Esc. ?. U Pyx- �.6Ps.r- 707 DL. TvTi7C Or's/6 u i2 vSSE - vSE /"/A�IUtA��7t/IZtU TieU_tt`r-5 Gus/EEt /.t/Uif�TEL; l �FGt 7e.) SuBti 1/T TeU s c- G3PAw/N�5 /r<JL� f�PPR 0`A� /7/ZiO� TGA E.E'EGT/o/J. /2 �O. j � _ /. 33 �37)� 4�2 49.2 (t Z) S _ /oLz9 7. 33r/-J 3 o r o Lv _S,OAtiJ = Ce D tt)= /21?n ?7josr Z27'01, 40. i 12264 74 ,r_)3 - CHIC 12 56 v = 3�22 �) _ c •'g44; A = 31�^e> : X0. 7 O"._ �- (.Ar 6d s t 90 OREGON V 2?-Po rn c_ O[5rG 0 L4',", - (o /. �c,F - rzoi!?S � 2 1 F-coo (lc)' 3/,409 ` � ►9�Q .. 2x0 N /4, o� ,/ 14 5o - 46 U = ?Z• 56e2Xx)q . /2 lye. iv < O.cg�ti� nk 1- 7x�a�x /6dy'01f I�/crr,.W P4-710 PEC/l ✓0/STS!- wc V./ /c(/064) = 1064 A�- ,4/' ---� k'1= - /ne4— 903.3 = Igo, 7 C, I Bo '7 f2 z - Mo16 1, 6.0 Ole (_,70 )?C 15)= 149, 040 /N-lb 190 f Y' S - 14 X040 //9.23, 3 � S L 'j-t0- pa VC A_ 4140) 4,47 O IEGON 176 N� 10J� ��` V5e Lrl� 12rl Dl" AI C `IpkL MON7b ErVAf/ s :5 u QARE'iu�TORJ U/l�lT-'- .Jp�`-'T� taPpe 1-. /p!a''j F'Jv= IdE•4�10)'{1-i�- /�L6o/,��-/� _ �c 700 a pf"Sion al ��0 I I 63 �a1C r rr�b'Tot, l Goy�T � '- Fjor W = `a ��/ 5) _ 467-S�i Prf- L� � 14 50 LA q xIo p.� d 2 Noll.. r .. c�y ti� F'lE L a V ry Iz- - Jo�s�s ?�8 IG " o% c�►c 14 o rz- _ s P A V = I '�'- Co «, Z Ji/ pr-1 -S,dy 6, '76 , 1ebib1 - Igv_ 111 ,00 ' ' (,e4 22.5) O►- "Y, Ig r>ar 41 I d�� M �jR Ei_rr w vo I�r•2 5 Lc,-- U oc- (Jrarr (ale = rPGON, D rrt•- I� - _ l�..�,� - gxra• ok 12�O 1-72-6; (1-7 3 ► � �'` v5E �1 "x 10 " JAcR ��Ac_Lw My �'F'Ar`'= �►-o" � w= .�1xG, I.S�cb= g 9z +P.;►`�- sn�5c�a�/, t n F13 (�-1v - SOnCO)`C!•'�� = �F£f E,iN�� `fC�� S � 46beo 12 50 y _ 3,5� 44Y-10 oiL - sleo �' /A OREcolf O9`� 10 `j�2 USF lU G. �• 2 1 i I '2 ><Floor- f b��(f r r," o% c'is - Noes :_ w= � -73t3 4 + P-1 SAy 4SJ/ x (al. i = ( 1 5 >= z.,c.29 ,ti,- ►h. 5 = 2 _ z z�s 9 _ I� I � .� ? 4,�1a Ole V Ce-7 c J(11�7 L� _ 7 ro J r7 0`,E 4 ra" DF Z NtDQI<f-rCNzp_.)� W= 74 5 /, i- Pr �I(o I L° �' F r2 o M 1 e ti,D. w = ?,QS r / - 0-745) 20 7 R 2 - � Z(4L f� r 2 5 ' zags = 21 �q rk I I �n9 1-2 I 21.0, 1 - v= 3q) �9 c 5'.90 Q�Y� OREGON m 1. I I 5TCEL LSA---rEi c FOK EC 1C.1, WT OF" Pr,-ICI,' C % II TH I C PC c �17bG 15pAv ; X10- 14o(� )tt I•S )= 7�G01��•- ih 23• g - L '- �3 � �I�q�J' ►-1a = 140�8�z�1•5�� 13•�4b ice,- Ib x•44 _ L.57�Iti1�' — 1,✓t ✓�LIX 2nx1/4_ 12Ispn�_a (° UEC ►cs Me = �O�Iz�t�1,5 )= 1944oirj- Ib- 9c�46 F-3.4 p �1.49C rlrZ- Ace Ca1M��y N-1 Ax. U;..j5up0rZ.-Te 14T 7L C) ; wIC7H= 4611"ZOj1 W ILj Is,r #1/A-16 1, t3 L7 �� I _ *4 - � A- con �ue� �, Ids- �•ao oK 2 C7" C) F_ 2E pCACE C 14 �►��Vt y r�� __ 'C;y ,err LL, 5190 ofIrGorl 4 0 '��f M P�� BORING 6 BORING 7 BORING 8 0 ELEVATION 118.2 ELEVATION 187.5 �,�.. ELEVATION 186.3 6" OF SOD 0 6" OF SOD �'� 0 M L BROWN SANDY SILT WITH OCCASIONAL GRAVEL AND CONCRETE FRAGMENTS 6" OF SOD (MEDIUM UENSE)(FILL) (LOOSE TO MEDIUM DENSE)(FILL) 1_ BROWN SANDY SILT WITH OCCASIONAL GRAVEL AND CONCRETE DEBRIS M L BROWN SANDY SILT WITH OCCASIONAL GRAVEL AND CONCRETE FRAGMENTS OBSTRUCTION ENCOUNTERED BETWEEN 3' AND 4' (MEDIUM DENSE)(FILL) 5 16 16% - 101 • 5 12 5-- ■ X - M L MOTTLED BROWN ANG GRAY FINE SANDI SILT. TRACE OF CLAY WITH 20% - 103 18 96 OCCASIONAL GRAVEL (MEDIUM DFNSE)(FILL) 10 15 26% - 97 ■ 10 23 10 24 M L- BROWN FINE SANDY SILT TO SILTY FINE SAND (MEDIUM DENSE) 21X - lUl ■ ML BROWN FINE SANDY SILT (MEDIUM DENSE) 22% - 96 • COLOR TO MOT-LED BROWN AND GRAY SM - �u 15 16 NI L M(iT-vLED BROWN AND GRAY CLAYEY SILT (STIFF)(FILL) 40% - 80 ■ BROWN CLAYEY SILT (STIFF) 15 22 15--- 21 "ML MATER LEVEL (7-16-82) 20% - 96 ■ BROWN SILTY FINE SAND WITH OCCASIONAL LENSES OF BROWN FINE 35X - 82 • S M BROWN SILTY FINE SAND (MEDIUM DENSE) S M SANDY SILT (MEDIUM DENSE) r M L BROWN FINE SANDY SILT (MEDIA DENSE) 20 10 32% - 91 ■ z 20 15 Z 20 10 SM BROWN SILTY FINE SAND (MEDIUM DENSE) 24% - 96 ■ 39X - 82 • WATER LEVEL (7-15-82) WATER LEVEL (7-15-82) 25 14 30% - 94 ■ 25 16 34% - 90 • 25 13 37% - 84 • 30 14 28% - 99 ■ P GRAY FINE TO MEDIUM SAND. TRACE OF SILT (MEDIUM DENSE) 30 ® 30 17 26% - 103 • BORING TERMINATED (7-16-82) S`17 20 BROWN FINE TO MEDIUM SAND, TRACE OF SILT (MEDIUM DENSE) 3 35 33% - 93 ■ 35 32% - 92 22 • SM BROWN SILTY FINE SAND (MeDIUM DENSE) BORING TERMINATED (7-15-82) BORING TERMINATED (7-15-82) 40� 40 to BORING 9 BORING 10 oc cc ti p T 0 ELEVATION 175.7 ELEVATION 177.9 a 6" OF SOD 0 16" OF SOD S NIL BROWN SANDY SILT WITH OCCASIONAL GRAVEL AND CONCRETE DEBRIS (MEDIUM DENSE)(FILL) NIL BkOWN SANDY SILT WITH OCCASIONAL. GRAVEL (MEDIUM DENSE)(FILL) N N 5 -12% _ 109 d6 MOTTLED BROWN AND GRAY FINE SANDY SILT WITH OCCASIONAL GRAVEL 5 21 M L (MEDIUM DENSE)(FILL) 20% - 101Cc ■ W f>D SM BROWN SILTY FINE SAND (MEDIUM DENSE) Z 10 29It BROWN FINE SANDY SILT (MEDIUM DENSE) 10 15 co 25% - 95 ■ JIML 39% - 80 • r KEY: w` S.M BROWN SILTY FINE SAND (MEDIUM DENSE) LL 15 8 DAMES 8 MOORE TYPE-U SAMPLER 36% - 88 • 15 12 — WATER LEVEL (7-16-82) i'UMBI R OF BLOWS REQUIRED TO DRIVE SAMPLER = 36X - 89 ■ 6� �1 FT WITH 140 POUND WEIGHT FALLING 30 IN. ■ UNDISTURBED SAMPLE ® DISTURBED SAMPLE S p BROWN FINE TO MEDIUM SAND (MEDIUM DENSE) O SAMPLE ATTEMPT WITH NO RECOVERY 20 8 20 8 LABORATORY TEST DATA 33X - 95 ■ 35% - 89 ■ 7 SM BROWN SILTY FINE SAND (MEDIUM DENSE) --,FIELD MOISTURE CONTENT. % DRY SOIL WEIGHT IN SITU DRY DENSITY, LB/CU FT COLOR TO GRAY 30% - 98 25 10 25 16 O 28% - 100 ■ BORING TERMINATED (7-16-82) BORING TERMINATED (7-16-82) 30 30 NOTE: DISCUSSION IN THE TEXT OF THIS REPORT 1S NECESSARY � FOR A PROPER UNDERSTANDING OF SUBSURFACE CONDITIONS ! !:'i{:'i'"' t.:• 1:a,f(••},•'�;•I I 1"`•`.: �;. .,•R ., .,..,. LOG o BORINGS d REVEALED BY THE BORINGS. '' !' } � -`�• `�•''`•') ( ( � .`' �AMEB 8 MOOR J w^� .J �r A � PLATE A • � r' /1 ,ir M7.- �.�,yr '' '- .�..-'�r — „.*.., _ ' ..M—�..�..N+• .�yy,. 4:'� u � �.^'T+r""-: ry...�.-- 2 . S^:-.IRO .. .. ..r' :�.!'... I.•... � ! .,�° . _ � t I lIII � 1 _�11 �. slll • 1' � 1 � r1 � 1 � ro � lirf Ti ISI I � 1 Iii ISI l i i l l 1 1 1 1 1 1 1 ! 1 2 3 4 5 6 7 8 I I f NOTE : IF THIS MICROFILMED ho 2�"-y"�� - - �. DRAWING IS LESS CLEAR THAN THIS NOT ICii-;'"IT IS DUE TO ' re " E -QUALITY OF THE ORIGINAL -Wit- DRAWING. `° OE 8Z BZ lZ 9Z SZ tZ EZ ZZ . . I Z HOZ 61 91 L I 91 sl b I E I z I I I +0, 6 a L 9 S b E z 1 • . y _ 1 I . �►�I tlll�llll IIIlIIIIII�I��IIN1�1111+1111,111�1111�1��1iti�i�l�titt�a1�. ;�j�1111�1111�r��11111itItf11:+1�tM';r ! llti�#��IIIIiIIl1111111,�ull�lu111111�111d�1�1111��III��irlllllllilu111�1i1� I 1 Ifs l 4 20 ' 1992 Lwm. APRIL �, , e, a .K,��-i air.; � .........__._.... ,..' '. .:..,. ! ._,.,.�.-..,,rL '... ,. SMF- .n., — !Ih SOIL CLASSIFICATION CHART MAJOR DIVISIONS GRAPHIC LETTER GRADATION CHART SYMBOL SYMBOL TYPICAL DESCRIPTIONS WELL-GRADED GRAVELS,GRAVEL- :: GW SAND MIXTURES,LITTLE CR NO GRAVEL. �.� , FINESAND PARTiC�E 5/IE GRAVELLY CLEAN GRAVELS op:0... MATERIAL SIZE U LOWER LIMIT PPER LIMIT SOILS (LITTLE OR NO ! ••� . POORLY GRADED GRAVELS, MILLIMETERS SIE'oE SILEX MILLIMETERS SIEVE SIZE• FINES) x••�•1'•• GN GRAVEL-SAND MIX TURES,LITTLE COARSE :�... OR NO FINES SAND �s• GRAINED SOILS FINE 074 N200r 042 M40+ SILTY GRAVELS,GRAVEL-SAND MEDIUM 042 N 400 2 r0 M 11) • SILT MIXTURES MORE THAN 50% GRAVELS WITH FINES M _ COARSE 2 00 0100 4 '6 p 4 OF COARSE FRAC- (APPRECIABLE GRAVEL TION RETAINED AMOUNT OF FINES) Y —` FINE 4 76 *4 r 191 3/4" ON NO.4 SIEVE CLAYEY GRAVELS,GRAVEL-SANG GC CLAY MIXTURES COARSE 191 3/4"• 762 I 3 COBBLES 76 2 3" 3048 I� . c . WELL-GRADED SANDS,GRAVELLY BOULDERS 304B 12 9144, 36" � • u n• ••° • SW SANDS,LITTLE OR NO FINES 0 U S. STANDARD • CLEAR SQUARE OPENINGS CLEAN SAND AND SAND •. °O e SANDY (LITTLE OR NO • v _ SOILS FINES) POORI.Y•GRADED SANDS,GRAVEL. MORE THAN v0% SP LY SANDS,LITTLE OR NO FINES OF MATERIAL IS LARGER THAN NO. 2(,0 SIEVE SIZE SILTY SANDS,SAND SILT MORE THAN 50' SANDS WITH FINES ' SM MIXTURES IAPPREC TI COARSE FRAC AMOUNT OF FI PLASTICITY CHART TION PASSING AMOUNT OF FINES) NO.4 SIEVE— CLAYEY SANDS,SAND-CLAY £C MIXTURES L IOU49 L/M/T —--—60 0 10 20 30 40 50 60 70 80 90 100 INORGANIC SILTS AND VERY FINE ML SANDS,ROCK FLOUR,SILTY OR CLAYEY FINE SANDS OR CLAYEY SILTS WITH SLIGHT PLASTICITY 50 FINE SILTS INORGANIC CLAYS OF LOW TO GRAINED AND LIQUID LIMIT CL MEDIUM PLASTICIT).GRAVELLY a CH SOILS CLAYS LESS THAN 50 / CLAYS,SANDY CLAYS,SILTY Q CLAYS,LEAN CLAYS I U 4 0 IIIIIIIII ORGANIC:SILTS AND ORGANIC L 141 Z OL SILTY CLAYS OF LOW PLASTICITY NJ 40 t IIIIIIIII u� � Q1 INORGANIC SILTS,MICACEOUS OR a y V ;O - - W - — - - --- - MH DIATOMACEOUS FINE SAND OR Q 3 CL SILTY SOILS I- (n MORE THAN 50% SILTS 49 OF MATERIAL IS AND LIQUID LIMIT INORGANIC CLAYS OF HIGH J �l SMALLER THAN NO. CLAYS GREATER THAN 50 CH PLASTICITY,FAT CLAYS MH S OH 20C SIEVE SIZE O 10 --- - --- —--} ORGANIC CLAYS OF MEDIUM TO OH HIGH PLASTICITY,ORGANIC SILTS - �, ML a OL HI,HLV ORGANIC SOILSPEAT,HUMUS,SWAMP SOILS WITH PT HIGH ORGANIC CONTENTS NOTES: I. DUAL SYMBOLS ARE USED TO INDICATE BORDERLINE CLASSIFICATIONS. "A M PL E S 2. WHEN SHOWN ON THE BORING LOGS, THE FOLLOWING TERMS ARE USED TO DESCRIBE THE CONSISTENCY OF COHESIVE SOILS AND THE RELATIVE COMPACTNESS OF COHESIONLESS SOILS. INDICATES UNDISTURBED SAMPLE IVDICATES DISTURBED SAMPLE COHESIVE SOILS COHESIONLESS SOILS INDICATES SAMPLING ATTEMPT WITH NO RECOVERY (APPROXIMATE SHEARING I INDICATES LENGTH OF CORING RUN STRENGT- IN KSF)� VERY SOFT LESS TMAN .25 VERY LOOSE THESE ARE J,SUALLY NOTE SOFT 0.25 TO 0.5 LOOSE BASED ON AN EXAMINA- DEFINITIONS OF ANY ADDITIONAL DATA REGARDING SAMPLES ARE MEDIUM !TIFF 0.5 TO 1.0 MEDIUM DENSE TION OF SOIL SAMPLES, ENTERED ON THE FIRST LOG ON WHICH THE DATA APPEAR STIFF 1.0 TO 2.0 DENSE PENETRATION RESIST- VERY STIFF 2.0 TO 4.0 VERY DENSE ANCE, AND SOIL DENSITY HARD GREATER THAN 4.0 DATA. m UNIFIED SOIL CLASSIFICATION SYS TEM r z 0 Q;1 c:iv'r::j i.... ::' (.�I ,'::: I:::' Dames & Moore J , R ka +lIPY�RP� , .. r,.:��I1� tj1�F/Mtty.¢�ErPP�.R•�"'!1?uw'jYs4�1'�� I' ,,, D ATE fIIr 1f111 IIfItl111 111 tltlllt llrlri I � I � I � r YIIlrllillllt � t � lil � lil i � lllli i � t � t � l T � Ilr� l I � tlll � � � I � i � � �� iliri �•� :a.: NOTE : I F THIS MICROFILMED 3 4 6 8 � �� 1 � �2 - � � — s...�� _—'. —.__-- 1�7♦�• .4.Y.AMNf4iRYU av1...:.........4 ..;'.7... ....-... �{ ♦ _ ,►. ,..:sy. DRAWING IS LESS CLEAR THAN THIS NOT ICE;"'IT IS DUE TO TW lJALI'tY OF THE ORIGINAL_ . RAW ING to 2? 6f 8( L1 91 ilt tpI cI 21 11 p1 6 8 1 9 S d E Z ,r,.< Ir11�111s1��1��i��ii��iiiil��f��trl�� 1111�11{I�IIt1�1�M��I�wiE��ir�fti��l�trl��lll�1111411It11�tIIfI1i!tlitRtt°,t � } ,1111>�il INl11i# #tt9liI111111IIlillllll�tlllltlllll111I1111�1� �� 11��111�1ItI�I111�it11I1111�)1111 IWJL1! t�Ullill�l-•.',•. 1111MOP5 F7 C, L oA-Or, -ryp��,v` u��r;- L �vt- c a+o t r✓E ao [ast� S 101- 1NAt.(, r oc+c ;�NoFt�= 24� xG/S"/v'r 3G 9y/� WALLS f 76 , r -$Q dl, 7-0742. /2 3 3 *0/" Molt �►./ALLS- D�An LOAD * W.�o L oA0 Wi,Up- W= /C,3'� 'xll7� �e•�;� _ 24f9•�•�b,X12�y = - �i:•�/y" 2q DeAO LoAO : (,93�/<7'. NCr f-7& ZOs 677404.7 ' L iv,r Lc AO t DIAD Lewn e+civS - F- ! -z s #/ faLLOW SOIL ROCS= IJGbPSf ; VSE /S"MiAJ, PRS' /z Sb1c �s.s l/J7&J2/ok ,8rgC►RJ& WALL f7'6-, - A7 PaTy WAi.L - VAj7-46-.- .0' DAL t6k-mr '- GL tliAj-rig ere JZ 3344, DI:C #4-IM n f&4* /I Tvr: = '?0 91-7 -0/I rT& WIG2l S sF = 14,ell USE A6 " Lu Of Figs � Ffrl�y VU,Iu. MAS Lot 3/•Z% e.1.6-+ 17'JIC�IAV . / 123 44/ U 6r 12 1{ e. A3rAj(,.W,ot_Gs, QFO PRc� 5180 J.�-�. r✓ . � � � f w�sn� OREGON All 1{ A "0�� a° (;nalE�a�� w1 7 C 9 � W��IUNfLO UJA�L G r C� 8 1-7 tv Lct�.up(1r< WALL : O.s 0.7 ouTwARO Ca-7 (0-6yi7Xl) = 9 a�5� iuwn�'o G.e fuer- OUTLUAI'-D d. B(aevilk) r /U•9/�5F /U (�,t? FSF ouT I?oO F s c7,5 p5F GuT Typ,cAC. U/_� 17_ LOIJG-ITUgItJA(, �/KELT/o�cJl_ L N 2c4 to 2 O4 O 141 1 7<-.TAC_ LOAD 7'0 /gfT- EOAE= 4,5'(17.70{ 3&& SNEAK Fo,e��s;— 5�;r,.ri Vse '/2" pLy w1/odo o•e. T 516"rd A 6 0 4,5" ,.c lu-r[R1U2(PAPT ll1Aj.c 5 �sS �4 '� O FGQN y� c B/ /1 "t L' G N A �feiwc��Q Rct� r�ai/on al �-e¢r 'Tv7.4G F TO /S7 (-T= !so' (2,25411 JNE A fZ To A'C'q 2 �5 = 141 Vsf Y2 "pLy w SNEpC 7'6 FRooJT S"7 Ai X //✓TER,c�,Q SWtA2 Guru_ S - rr # , VSR �/Z'�-yp 5r7s-hP SKJ� w�5alcao�errs�v 7e c, OREGON ti WASH �F c ^�r�d8 onal E°�• I - INSPECTION NOTICE City of Tigard Bukding Department 12420 S.W. Main St. Tigard,Oregon 97223 Phone: 639-4171 I Type of Inspection W4 ° Date Requested - Time_ A.M. P.K Address _ i I ' Permit Owner C — Lot #�,`,��C). C Builder— -- The following Building Code deficiencies are required to be corrected: -/�• L — �.S�'•s-c-' ^a...I —.L G�-„mss' ---- �'-. i _cam(:-_�. s I i I Presented to —— -�-_ ----- -_--- � �Approved ` Inspector __. —__ —_�-sJ G —_ H Disapproved fDate: -- ---� 1 -' CALL FOR REINSPECTION C! YES 2-'rN0 INSPECTION NOTICE City of Tigard Building Department 12420 S.W.Main St. Tigard,Oregon 97223 Phone. 639-4171 - f�uType of Inspection ll � Date Requested f "��' 'ti e A.M. P.M. Addrnss � J` ' I / / > //�� Permit #— " Owner_ / Aq _ Lot # Builder The following Building Coda deficiencies are required to be corrected: i % r > ZZ----- Presented to r� Approved Inspector /v2 - _ � � Disapproved Date ' CALL FOR REINSPECTION t ❑ YES ❑ NO INSPECTION NOTICE City of Tigard Building Department 12420 S.W. Main St. Tigard,Oregon 97223 Phone: 639:.4-13-1 -- -- Type of Inspection / 3 t� Date Requested_ ~/`�/ Time A.M. P.M. Address ((et / �` Permit # /� Owner--�L-L` 1'.�Ci _ Lot # Builder A _ The following Building Code deficiencies are required to be corrected: .aril- i�c'`-'=''�L L Lac�»z.�•�'1 � �/'of �� i__bGi lJ 1 Presented to ._—_—___ Approved Inspector _ _ ,_ Disapproved Date CALL FOR REINSPECTION YES C] NO INSPECTION NOTICE City of Tigard Building Department 12420 S.W. Main St. Tigard,Oregon 97223 Phona: 639-4171 t { Type of Inspection _ Q /i Date Requested Time A.M. P.M. 1 i Address �.► _'�tl. /c u�. k Permit # � Owner Lot # i Builder � The following Building Code deficiencies are required to be corrected: am f S Presented to ] Approved Inspector [ Disapproved Date CALL FOR REINSPECTION YES Z1 NO MEE CHANGE ORDER pL'1 N2 0273 1 UALA'1 iN DEVELOPMENT CO., INC. Date_ _ REQUEST FOR CH^NGF by 'T, b. C , 'ECEZ PROJECT .�'�`�A L ,C_00,Y:' C.,QNCch4li,IkUNA J 0 8 # Y=4 Z LOT # — I hereby request the following charge/s in plans and specifications to the above identified residence under construction. All Materials and Labor necessary to complete the following change is to be charged to my account as noted below: ( Cg A'f-TACO ED LPCS--" 'CICYJI NOTE GHAft)6aS TC CNP^C,E (-_C0 0A-TloV1-J/ 9-IF_TA1tJlt-J6:> WALL-, 5C " &" Tn LL- to/ 5 'x I coNL F'700_T "(C, . Q ERTILAf_ �'� 11��-ol2c.ErJ�I r�-►T L3P►r (LevI`--F-fJ pg-^wItiJ(� RePLP,C Ls THAT 15ft iii w ( T H GI-'A N 6E 01201=-R_ # 0 0 6 r7. -Tt-als PE--J ` 10f—J PCO'-,e-,I IF_�LE DL)E_ Tc) A Dk-S%vr-)aL 10ForZWII1TIC) V PFG&V 517E cns'pi't�ON` �AJb MCRC- AccufzA-TE C A Df– I`Lr_.1P.-r10 A� AwtLL IZES. 1_T I h GO'_> T `,favl ti,6S f-o(4 FVL1#d bN-T 10N 0)0f2K„ CCi('I t 195,7 TP : c%u�OE C60C RETE T%GPQt> eiT-V - gvki.oj►. U peftOT. The above change/s will be initiated only after Wel agreement has been signed. Purchaser must sign and return to T.D.C. within 48 hours or agreement will be void. 1-] The above change/s amount to - - - - - - - - - - - - - - - - - - _---.----- — (� Coordinating charge _-- — --- [] I understand the total charge for the chenge/s - - - - - - - - - - - - - $_ _ mist be paid nt time of change approval or when deal is closed. PuRCNA• DATE DHEION DEPARTMENT DATE PURCHASER DATE COt; CTION DEPARTNE -GAIT `}�oma.,-� �-., •.Jc v�� 1 � �� 2�S. JAN ARA<� UNITS 12 Z,-! 4 Gft-e'•iCa --.TND W AI L ce-ONc A-5,lflt►.xp • -7kf FOOMO. UA&A-- o. c.., 10 ' ° ! Ati i Joe Booz uN rT,5v. i z.-1 G► (w/ e��w,►-�U� L F� R4C7YA1... G,►A.j�.�1;�J� c{;,h,�(�Mlr.l,►vIv'1 G �AI.ATiN DE.yEL�OPNIFI�JT GCaNLP,6,N�( � 'S.Ca. (TNtS DE-rai PER T.D.L. c#4^k*& eAm" a ��r .f....... ..,,� n.�- --.�.�. ."....a,x....... s. ,r.,...y...,.,.�a...�.�.�. ...�. .1. SEWER PERMIT N ? 39 V5 ON AN ATTACHED 84"X.,I" SMEEI S*TCH THE LOCATION Of S'TRUCTURF t ON PROPERTY Wl91 N NAMTH ARROW. ADDRESS OF ,. ivl7� THEN SHOW THE ROUTE OF HOUSE STRUCTURE 'ERVICE LINE FROM THE APPROX. "— INATE POINT P(UMDIN(• LEAVES THh ':ONTRACTO.z. i!? HOUSE TO THE POINT ON PROPERTY ,VSTALLFP i� LINE WHERE IT CONNECTS '10 THE �7 SERVICE CONNECTION PIPE. INCLUDE LENGTH AND OIAMETER O� SERVICE 1YPE Of PIPE LINE. 7EPTH AT THE STRUCTURE AN!) PPOPERTY LINE, AND UIMFNSIOMS DIAMETEP RE"ERENCING THE LINT '0 HOUSL OF P;PE ..__...�_.._. — .�. ...,. _ . V "PrIPERTY LINES. UL 111KCTED 8Y DATE DATE OF 'FX�IRAT'ION A. Y I INSPECTION NOTICE i I City of Tigard Building Department 12420 S.W. Main St. 1 Tigard,Oregon 97223 1 Phone: 639-4171 ! Type of Inspection r./�� h —_ Date Requested 7 lints A.M.^ N.M. I Address Permit Owner Lot # r Builder___ �----.-- --- The following Building Code deficiencies are required to be corrected: -- --- - - - --------- Presented to _—r _ Approved Inspector _ "� '� �.� Disapproved Date - ,� CALL FOR REINSfKTION 0 YES U"NO INSPECTION NOTICE City of Tigard Building Department 12420 S.W. Maim St. Tigard,Oregon 97223 Phone: 639-4171 Type of Inspection C-1 0 i Date Requested A'l 1 1 _ Time _A.M.'z<—P.M. Address ^//?-L —_ � r" I� Permit #---Z Owner__. _ ___— Lot BuilderThe following Building Code deficiencies are required to be corrected: i (Presented to Approved Inspector _ _ — �_] Disapproved Date ------_____-- — -- " CALL FOR REINSP ,CTION 0 YES 1�NO SEWER PERM. l M) 31135 Uf �fied Sswsraps Ap�ncr CITY 0 F DATE of Washington County OWNERS —1 1 tA",-, 1� I l)('vr-I_I &I iFI IT � , ,'" la PHONES OWNER' S AODRESSt TYPE OF INSTALLATIONt © BUILDING SEWER ❑ LINE TAP AND BUILDING SEWER ❑ LINF TAF, TYPE OF OCCUPANCYo ❑ NEW ❑ EXISTING ❑ SINGLE FAMILY ❑ C[JMMERf,IAL 0 MULT. RES. ❑ INDU5- R1AL FIXTURE UNITS DWELLING UNITS __—I_.•�--- HDDRESS OF STRUCTURE , -- 1�:) Permit Conditions: The applicant agrees to comply with all rules and regulations of the Unified Sewerage Agency. When calling for an inspection, please refer to the Permit Number. The Pernit expires one hundred twenty (120) days from the date of issuance. The total amount paid (perrit. fee, connection charge, line tap fee and/or other charge) will be forfeited if the permiC ex, ires. The Agency does not guarantee the accuracy of the location of side sewer laterals. If the ',ewer is not locrted at the measurement given, the installer shall prospect three feet in all directions from the distance given. If not so located, the installer shall purchase a "Tap and Side ',ewer" Permit at the current charge and the Agency will inste'l a lateral. FFE�)s PERMIT FEE s CONNECTION CHARGE + LINE TAP INSTALLATION )Ifs ISSUED BY OTHER TOTAL i�'E p�SSUANCE APPLICANT JAiE OF EXPIRATION SEWER PERMIT ADDRESS OF STRUCTURE >`1 T11�i�L1.�t�-`i>!ti� i QUARTE TAX MAPSECTION 5A TAX LO! LOT r_ BLOCK 0 F APPROVED BY DATE — IS UEU BY DATE OF ISSUANCE fa . U. ' S 43 REMARKS B�WWRMi r APPLICATION KING CITY DATE__ _ _ ___ 19__ _ ALALOo 1334 ilIE UNDERSIGNED HEREBY APPLIES FOR A PERMIT rOR THE WORK HEREIN INDICATED BUILDER PHONE t34»�IL 1 ORAS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFI!;ATIONS. OWNER PHONE LOT NO.__.___ OWNERt"u1�aCi.: tieyeiu: JOB ADDRESS l.:L. — — ARCHITECT ENGINEER BUILDER ADDRESS 1530U SW 116t;h liewic DESIGNER STRUCTURE C NEW ❑ REMODEL_ ❑ ADDITION ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION Ll RESIDENCE ❑ COMM ❑ EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO 0 CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY 11-1 LAND USE ZONE '."' _BLDG.TYPE J' FIRE ZONE PLAN CHECK BY %' ' HEAT _ (i, d,A2i Csr, ec "rse.. '. 1; .i car degaghed cram... SEWER PERMITM OCC.LOAD _FLOOFl LOAD_;,mc* HEIGHT t+.,,'; NO.STORIES 1 _ AREA 1., NO.BEDROOMS VALUE;?,'j j000. BUILDING DEPARTMENT SET BACKS FRONT _ REARLEFT SIDE _ RIGHT SIDE_ _ tL,ia Permit 15? THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check P 144„UWORK WILL BE DONE. IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AAD IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DC ES NOT WAIVE Subtotal Z82.53 RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS LICENSE.SEPARATE PERMITS REOUIRED FOR SEWER,PLUMBING AND HEATING. State Tax 1).34 SDC— Total 26o. ;7 - PDCB APPLICANT OR AGIENT Gtr -- Receipt NO. d L- a Approved t:T?�. A R — -- Pi 1c1N[ - A.U3 3-13MY� 1 15II Slialn-,ra 164.44) ississ, w MR DATE INSP. TYPE INSPECTION REMARKS rUMBING DATE / l- ,n Contractor 77 Permit No. Rough in Fixture Final HEATING Contractoi Permit No. Gas or Oil Rough-in Final SEWER Final DRIVEWAY Final Storm Drainage- (Rain Drain)Flnil Sidevalk Curb&Street Fln.il Approach BILD0. DEPT. IrINAL TEMPORARY CERTIFICATE OCCUPANCY CERTWICATE OCCUPANCY Final landscaping Zoning F itil w �r i BUILDIN f ERMIT APPLICATION KING CITY DATE '�+xc(' �' ' �s'' 133 x THE UNDE SIGNED HEREBY APPLIES FOR A PERMI I FOR Tj i WORK HEREIN INDICATED BUILDER PHONE .� OR AS SHOWN AND AFPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHON!e _ LOTNO.---,—, _ I OWNER ;,,aj,jtj j ijp-j&lr+l,:,vn JOB ADDRESS ll Iil kuyalLy L.t. fi• and •Uk ARCHITECT d s ENGINEER BUILDER ADDRESS 153pU SIA' 11.6th Lvenue DESIGNER STRUCTURE f7 NEW ❑ REMODEL ❑ ADDITION ❑ REPAIR O RENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION ❑ RESIDENCE 6g COMM ❑ EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE U !kAB❑ FENCE OCCUPANCY ''"f _LAND USEZONE PJl! BLDG.TYPE 5' FIRE ZONE `PLAN CHECK BY —>Ci} HEAT t a'is (31c . V2) (.wnstruct +;_<<.it c_otidv:ainimi Per 4ppryed .yLatys. __-- _-- SEWERPERMITM ny 11SA OCC_LOAD FLOOR LOAD 40 HEIGHT NO.STORIES 1. AREA NO.BEDROOMS if, VALUW?to ,,;I.),,, _-NUILDING DEPARTMENT — SETBACKS FRONT r }a �F1EAR _— LEFT SIDE _ RIGHT SIDE Permit THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING of REGULATIONS AND ALL APPLICABLE CODES tiND ORDIN.ANCFS, AFID IT IS HEREBY AGREED THAT THE Plan Check + 535.U[I WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. i HE ISSUANCE OF THIS PERMIT DOES NOT WAIVE &*.t w #1 285-tA! RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS Stale Tax 34.72 LICENSE.SEPARAT E PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. / — SDC— •'7' f" �1'�' Total 1,7.52. PDC# APPLIO N7jR AQFN- By ch 1 /l ----- — — Receipt No. Approved 11C.k A HONE - — — (Rd. ttiU.UU 'i_.11—<IG IMI) l Rala�nte Do* ,;?,12. 7 7 i L)A't U. INSP. TYPE INSPECTION REMARKS PLUMBING VAT Contra clor 1Permit Na. 7. Hough-in j (/ FixFixture Ob-IA OA:— 1 Final ture HEATING 1) trac 'elA*�i Gas or Oil Rough-in Final SEWER Final V— DRIVEWAY flliL" Final 4E dL ✓ Storm Drainage (Rain Drain)Final Sidewalk Curb&Street Final Approach SLOG. DEPT. FINAL TEMPORARY CERTIFICATE OCCUPANCY IC117PTI171CATE OCCUPANCY Final Lardscaping Zoning Final ra a� NrJ•"t.�+,"/"�,y��'' ,�, f s�' ' f.�m. zt{, sa f r �a [• tfi<+� { ^nt if N+flpy 1 ION .q'q 21e11N $FjAR �l$h' 1', ,,'''11� n ',.� �rhi/►"+ 11��,•. �n` �tF h {",.1 nl ��'11 ��(�n��1+��•,,hlet G • , •y . IY�`Lr 11 w1 s 1� U OA .... -tro,co t *I to C w tc to a D4 Cd NPC -. a`}/�,� ,,•.ma�yy U (.+ Cd +, !f'`•R,. I m o to tI)k�44.1�'�"df lop d d cl It to 4-0 i1 �� Sri/,; � r� � r �'� '� y6..di"e .ax:xta�:LL'L G.if.i ll0i,a� - �,.a.... -""-�°.i�i±+•il.., rte& [e - -.. .:••..".... " o' 14 ,i� : tA�•o %��,'V�1t,.!'�ii •lyr 1+�►��4�r��F1�"��w�"�� , `I' �`�>'�y,!�,1�'f� 5� �14+ '►p�Sow'4 :�N" " / !"� •' �„. dyy�,+►n +" + .�; yN1 N 't�i �� 1� ��,_ 4s ��` �` y1• {wx ^k.�'�,.drt• '�� k�J � M. .�I� �;`t^�5 "47 '•5`71`' Wit,. nA i..r.�� i INSPECTION NOTICE / City of Tigard Building Departme " �G 12420 S.W. Main St. — Tigard,Oregon 97223 Phone: 639-4171 Type of Inspectian Date Requested- T me —A. P.M. Owner J Lot # _ LS�st lam_ Builder The following Building Code deficiencies re required to be corrected Gam' Presented to _ _—� Approved Inspector — �� L] Disappro.-id Dete ---------� --_ CALL FOR REINSPECTION CI YES le—I NO I INSPECTION NOTICE City of Tigard Building Department .' 12420 S.W. Main St. Tigard,Oregon 97223 Phone: 639-4171 I,-- Type of Inspection Date Requested _ tiLTJ _ Time _ A.M.L`_P.M. Owner_ - _ Lot # Builder The following Building Code deficiencies are required to be corrected: Presented to , Approved Inspector _ _..—.._ � Disapproved el k Date -- --- --- CALL FOR REINSPECTION I ] YES E-1 NO I I � � lUfllflTl (1 � C �fll � I I MEL �� fl� 01� C1100 G SI� ICI P.O. BOX 127 • TUALATIN, OREGON 97062 • PHONE 682-2601 ROYAL GARDENS CONDOMINIUM 131. C "arch 26, l l r92 SW ROYALTY CT KING CITY 8149- 1 344A-030--000 Dear Ed Waldon, 2 ) This is a Fire and Life Safety Plan Review and is based cn the 1992 edition of the State of Oregon Structural Specialty Code and Fire and Life Safety Code (UBC) and the 1982 edition of the State of Oregon Mechanical Specialty Code and Mechanical Fire and Life Safety Code (UMC ) and local crdirlances. 1005 ) Where the roof saddle spans the '2--hour Fire resistive area separation wall , the spare under the roof saddle shall not communicate (vent ) into adjoining attic spaces. 1009) Classification of the 5..-unit garage is presently a [3-1 With a 2-hour fire resistive area separation _;all separating off two of the units from the remainder, t:ie structi.re can be classed as an M-- 1 ; thus redi!cinq code requiripments considerably 10103) Provide fire retardant roofing system on this structure. USC Section 3202(b ) . 2 18) Open stair railings and guardrails shall have inter. .+diate rails or closures with no openings large -nough to pass a 6--inch sphere. UBC 1716 1002) Relocate attic access in Vintaoe Unit on Sheet 3 of 15, so that there is easy ac-ess to the attic atccass. �-2) 9urfar.e flame spread rates of walls and ceilings, minimur:� req(.Jirement: stairway 25, corridors - 75, other rnoi-c -200. 1JOC Section 4204 r MIIM lUfllflllU � U �fl � HU PHIME NPRIV P.O. BOX 127 • TUALATIN, OREGON 97062 • PHONE 662.2601 '- ) All exposed insulation materials, including facings, shall have a maximum flame spread rating of 25 and a smoke densit4 not to exceed 450 URC Section 1718(c ) . 28) Thermal insulation shall not be installed ajithirl 3 inches of a recessed light fixture enclosure, or ballast and shall not be installed above the fixture as to trap heat. U13C Section 1718(d ) . 31 ) A firefighting ,-+.atEr' supply is required (prior to any combustible construction ) within 0250 feet of all portions of the building (UFC Section 10. 301 ( c ) ) . ='13> Not less than one approved fire extinguisher with a rating of not less than 2—A: 10- :•3: C shall be provided for each 3, 000 sq. ft. of floor area or fraction thereo!" The travel distance to an extinguisher from any portion of the building shall not exceed 75 ft (UFC Standard No. 10--1. ) 1(006) As an alternative to the above requirerient we lociuld suggest that one Class 1—A. 10•••R: C fire extinguisher be installed in each dwelling unit 211 ) This strur.tvre (or tenant space ) has not received a final inspection and is NOT ,approved for occupancy. 219 ) A member of Fire Prev-yntion staff shall rake framing and final inspection( s ) of your ncui construction project, Please call for .an appointment 24 hours prior to the time that you think that your project will be ready for one of the above noted inspections. Reinspectio'l of violations +alritten during one of the above inspections also will be required at the discretion of the inspector. } C-18) Normal office hLurs fol• Fire District Inspector's Ar•e from 8100 to 9: 00 a in and from 4: 30 to 5. 00 p Inspection requests :end questions should be made by phone during these hours only Whenever possible please _ask for the inspector you wish to talk to, b y !+amr. t �� 1 1 ' TUfl �fl11D � U �fl � � I �� fl� 01� C110 (1 DISI� ICI P.O. 607( 127 • TUALATIN, OREGON 97062 • PHONE 682.2601 10 4pproval of submitted plans is not an approval of 1missions or oversights by this office or of non— compliance with any applicable regulations of local government. I f you desire a conference Vegardlrig this pl �+n revle,.J of if you have questions, please contact, Gene Dirchill at ( 503) 682-2601 . -one 13.irchi Fire Prevention Bureau JHRIM RdRR HU HUME MPRU P.O. BOX 127 • TUALATIN, OREGON 97062 • PHONE 687.2601 TIME E.LL'- iR01"'1 t,aT ch 20, 198n 161?5 SW 72 AV TIGARD 8141— 1 -35413--111-001 Umar Ed Walden, Bldg. Official , =!i This is a Firk� and Life Safety Plan Review and is based on the 1992 edition of the 7tate of Oregon Structural Specialty Code and Fire and Life Safety Code (UBC ) .and the 1982 edition of the State of Oregon Mechanical Specialty Code and Mechanical Fire and Life Safety Code ( UNC ) and local ordinances 15) Fire .stops, blocking or framing members pierced for utility runs requi.re packing to equal fire resistance prior to such piercing Wood frame construction requires firest,opping of both veritical and horizontal draft openings at maximum Intervals of 10 feet. UBC Section 25i7(f ) 21 ) Hardware fOr all doors required for egress is required to be rrf a simple type having no provisions for locking against egress, with obvious method of operation Flush bolts other than listed .automatic are not acceptable. 'JPC Section 3303 (see exception ) 22) 'Surface flame sp~ead rates of walls and ce4lings, minimum requirement stairway 25, corridors -- 75, Other 1'001.19 —200. UBC Section 42104 27 ) All exposed insulation materials, including facings, shall have a maximum flame spread T•ating of 25 end a smoke density not to exceed 490 UBC Section 1718(c ) 10) Approval of submitted plana is not; an approval of omissions or oversights by this office Or of non-- compliance with any applicable regulations of local government. x:'18) Normal nffi.ce hours for Fire District Inspectors are from 3: 00 to 9 00 a m and from 4: 30 to 500 p.- Inspection requests and questions should he made by ph+nne during these hours only. Whenever pessi.ble pleasa ask for the inspector you wish to talk to, by name. .. we JMNI � HUI HE PRUME KIWI P O. BOX 127 • TUALATIN, OREGON 97062 • PHONE 682.2601 A member of Fire Prevention staff shal i . �a�e framing avid final inspection(s ) of your new construction project. Please call for an appointment 24 hOUT'5 prior to the tir-,e that you think that your project will be ready for one of the above noted inspections Reinspection of violations written during one of the above inspections also will. be required at the discretion of the i.nspectOT'. If you de IT'e a conference regardi.n-j this plan review or if You have Questions, please contact Gene Birchill at (503) 682--2-60 1 / Sa�T,e i til■ 7 H • Z Z W WWW W LLllr ¢ Z f) Z ZZZ Z Z ❑ W O I rd I rJ 7 m00 OOO U O 000 > 1 7 C Z z Z ZZZ ZZZ Z2 +-• rOr Z •- L I v m I N N u a F O I v Y a o f N E a d % U. I a 4 oJ a a O a u 'n t In uu u J o-+ UN o L v, 7• 4. 2 u I N a n D 0 o J o an a 4 a s C ^. Z 1 V - Nr*. v u L N N uJ -i .j '+ Fm ro a- In a n a o I:. 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OREGON 17062 0 PNONE 602-2601 'lam' January 10, 1984 ROYAL GARDENS CONDOMINIUM BL_ �} 11992 SW ROYALTY CT / 7408-- 1 KING CITY 344A-029--000 Dear Tualatin Development Co. , 2) This is a Fire and Life Safety Plan Review and is based on the 1982 edition of the State of Oregon Structural Specialty Code and Fire and Life Safety Code (UBC ) and the 1982 edition of the State of Oregon Mechanical Specialty Code and Mechanical Fire and Life Safety Code (UMC ) and local ordinances. 1005) Where the roof saddle spans the 2-hour fire resistive area separation wall the space under the t'aof saddle shall not communicate (vent ) into ajoining attic spaces 1009) Classification of the 5-unit garage presently is B-1. With a 2-hour fire resistive area separation wall 'separating off two of the units from the remainder. the structure can be classed as an M--1; thus reducing code requirements consid-- erabiy 1003) Provide fire retardant roofing system on this structure UBC Settihn 3202(b )2. 18) Open stair railings and guardrails shall have intermediate rails or closures with no openings large enough to pass a 6 inch sphere. UBC 1716 1002) Relocate attic access in Vintage Unit on sheet 3 of 15 90 that thert is easy access to the attit actess. 22) Surface flame spread rates of walls and tolling%, minimum requirement. stairway 25, corridors - 75, other rooms -200. UBC Section 4204 ® � UflI. �TIU � �UI � C� 10 U DISI � IC1 P.O 60l( 127 • TUALATIN, OREGON 97062 • PHONE 691.2601 27) All exposed insulation materials, including facings, shall have a maximum flame spread rating of 25 and a smoke density not to exceed 450. UBC Section 1718(c ) 28) Thermal insulation shall not be instail-d within 3 inches of a eeinstalledlight abovefixture fixtureenclosure, tortrapballast heatand UBCa11 not b Section 1718(d ) . 31 ) A firefighting water supply is required (prior to any combustible construction) within 250 feet of all portions of the building (UFC Section 1.0. 301 (c ) ) . 213) Not less than one approved firt. extinguisher with a rating of not less than 2 A-. 10-B: Cf f,laor ashall be provided for each 3, 000 sq. or fractian thereof. The travel' distance to an extinguisher from any portion of the building shall not exceed 75 ft. (UFC Standard No. 10-1. ) would 1006) As oneaClasslternal lA-lO-10osuggest in that each dwelling unit. 211 ) This structure (or tenant has not received a final inspection and is approved for occupancy. 219) A member of Fire Prevention staff shall make framing and final inspection(s) of your new construction pro,)ect� Please call for an appointment 24 hours prior to the time that you think that your project wi. 11 be ready for one of the above noted inspections. Reinspection of violations written during od'eil3cretianabove thenspectivns inspectar also will be required at the 218) Normal office hours Por Fire District Inspectors are from 8: 00 to 9: 00 a. m. and from 4#30 to 5: 00 P. M. Inspection requests and questions should be .made by phone during these hours only Whenever possible please ask for the inspector you wish to �adk to, by name. IW OR 1 MINI [] HUI HU PHIME MIMI P.O. SOX 127 • TUALATIN. OREGON 97062 • PHONE 6/2-2691 10) Approval of sul,n,itted plans is not an approval of omissions or oversights' by this office or of non - compliance with any applicable regulations of local government. 1 If you desire a conference regarding this plan review or if you have questions, lease contact Gene Birchill at (503) 682-2601. S cera , � e rrc Fire Prevention Bureau C i 4 ROYAL GARDENS CONDOMINILM! EL 1 January 10, 1984 1199 5W ROYALTY CT KING CITY 7408- 1 '44A-029-000 gear Tualatin Development Co., ?) This is. a Fire and Life Safety Plan Review and is based on the 1982 edition of the State of Oregon Structural Specialty Ccde and Fire and Life Safetr Code (UBC) and the 19K edition of the State of Oregon Mechanical Specialty Code and Mechanical Fire and Life Safety Code (UMC:) and local odinanCPs. 1.005) Where the roof Saddle spans the 2-hour fire resistive area separation wall the space under the roof saddle shall itot communicate (vent) into ajoining attic spaces. 1009) iaassification of the 5-linit garage presently is B-1. With a :-hour fire resistive area separation wall separating off two of the units from the remainder, the structure can be classed ac an M-i; thus reducing code requirements r.nneid- erablr. 1.003) Provide fire retardant roofing system on this structure UBC Section 3202(b)2, 18) Oren stair railings and guardrails shall have intermediate rails or closures with no openings large enough to Pass a6 inch sphere. UBC 171E 1011)) Relocate a►tic access in Vintage Unit on shr.et 3 of 15 so that there is easy access to the attic access, L.":) surface flame spread rates of walls and ceilings, minimum requirement: stairway 25, corridors - 75, other rooms -200. L(BC. Section 4204. `7i All exposed insulation materials, including facings, shall have a maximum flame Spread rating of 25 and a smcd:e density not to exceed 450. URC Section 1718(r_). 2!j1 Thermal insulation shall not be installed within 3 inches of a recessed light fixture enclosure, or ballast and shall not be installed above the fixture as to tray heat. UBC 'fiction 1718(d). ":11 A firefighting water supply is required (prior to any c:-Wstible construction) within 250 feet of all Portions of the building (IFC Section 10.301 (c)). :13) Not less than one approved fire extinguisher With a rating of not less than 2-A:10-B:(: shall be Provided for each 3,000 sq, ft. of floor arta or fraction thereof. 11fe travti distance to an oxtinsuisher from any Portion of the building shall not exceed 7f ft. (UFC: Standard No. 10-1.) 10,'V) As an alternative to the above requirement we would suggest that one Class 1-A:10-P:i. fire extinguisher be installed in each dwelling unit. 111 Th;=• structure (er tenant spaces has not received a finai inspection and is NGT appraved for occupancy. iii A nemher of Fire Prevention staff shall make framing and final inspe(tion(sl of irour• new eonst;uction Project. Flea" call for an appointment 24 hours Prior to the time that you think that your Project will he ready for one of the above noted inspections. Reinspection of violations written during one of the above inspections also will he required at t6f discretion of the inspector. 218) Norma' office hours for Fire District Inspectors are from 8:00 to 9:00 a.m. and from 4:30 to 5=00 p.m. Inspection request:, and questions should be made b•,, rhonf during these hours only. Whenever Possible Please ask for the inspector you wish to talk to, to nave. 101 Approval of submitted Plans is not an approval of omissions or oversights by this office or of non— compliance with am aPplicable regulations of local government. I. tou desire a conference regarding this Plan review or if you have questions, Please contact Gene Birchill at (503) 682-21,01. Sincerely, Gene Mr-chill Fire Prevention Bureau ��i., � � ; ,�, �,-;:,: ;; F., ,r, •, �_ its; � sl1 f�� Building Permit No. �3 r Location << Z S,.c� f2 late Certification of Registration With the Builders Board doing business as (dba) , ! &p registered under the provisions of ORS Chapter 70 Oregon Nomebuilders Law) . My Builders Board Registration Number is My registration -is in full force and effect and expires on �y Syn �ure� �� >rr�� .l,, � i BUILDING PERMIT APPLICATION KING CITY DATE __ ._,ts_ __ 1332 THE UNDERSIGNED HEREBY APPLES FOR A PERMIT FOR THE.WORK HEREIN INDICATED BUILDER PHONE b39-31U I OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE _s LOT NO.-_ OWNER JOB ADD_RESS11992 SU 8_oyaa_lty t_t. Ak.c. -- �- - ARCHITECT ENGINEER BUILDER ADDRESS 153uo sw 1161:11 K.(:. DESIGNER Dale-I1a11Pr STRUCTUREQ NEW ❑ REMODEL ❑ ADDITION ❑ REPAIR ❑ RENEWAL Li FIRE DAMAGE ❑ DEMOLITION W RESIDENCE ❑ COMM ❑ EDUCATIONAL_❑_GOWT ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE F1 STORAGE ❑ SLABCI FENCE OCCUPANCY --I=i—LAND USE ZONE k'1' _BLDG.TYPE Sri FIRE ZONE PLAN CHECK SY`k T�� HEAT_t!aa t,unstruct (%i) Eanit !. or Gunclu - all prrr approved plans and Code requirr:'r^nLs. lig hedrooms to Bathrooj•wn SEWER PERMIT N —_ OCC.LOAD FLOOR LOAD dr�j HEIGHT 2'.1 - NO.STORIES-Z AREA .!)2r' NO.BEDkOOMS Ih VALUE 274,__ BUILDING DEPARTMENT SET BACKS FRONT REAR pl.Aml LEFT SIDE RIGHT SIDE —--- --- _ Permit ubd.11U THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED If THE BUILDING CODE, ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check s. `'(25.()U WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE i WITH ALL APPLICABLE CODES AND ORDINANCES. THE. ISSUANCE OF THIS PERMIT DOES NOT WAIVE 6 4eta! 2 a.Uu RESTRICTIVE COVENANTS. CONTRACTOR AND SUR CONTRACTORS TO HAVE CURRENT CITY BUSINESS LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER.PLUMBING ANO HEATING. State Tax 34.72 Total I)t 152.72 SDG— 'j / `�fr'f ►r' .k` 4_.,..J. ------m PDCk --- APPUCANT OR AGENT By clt _. Recelpt Na. i t,25 l ADDRESS -- - �-�� PHONE Approved -- 1 (lis lance Oue 1 f 'r t� 3 R 1 w W—Xhqk DATE INSP.1 TYPE INSPECTIOM REMARKS 11 —LU MISING DATE Contractor '7 Purmlt No. I'Vough-in "I'lule Final HEATING pCon,,acto Permit No. Gesor011 Rough-in Final SEWER Final -4L J� DRIVEWAY Final Storm Drainage 4((Rein Drain)Final Curb&Street Final t,ppf oach HLEX3. DEPT. FINAL `TEMPORARY CiRTIMC.TE OCCUPANCY renal CERTIFICATE OCCUPANCY Landscaping Zoning Final BUILDING PERMIT APPLICATION _- __ _._ __ 1333 KING CITY DATE � • � �_ ___, »._�'_ . THE UNDERSIGNED HEREBY APPLIES FOR A PEWAFT I FOR THE WORK HEREIN !NDICATED BUILDER PHONE 639-31(!l, OR.AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICF,TIONS. OWNER PHONE LOT NO. --- ------.— OWNER r�,c _ JOBADDRESS 11992 Xalty l:Cs t,,1;.----------- - - - - - ARCHITECT ENGINEER BUILDER ADDRESS l53Uu SY 11AtL 1:_[:_ DESIGNER. H`ilier(eutt) STRUCTURE NEW ❑ REMODEL ❑ ADDITION ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION 1k RESIDENCE COMM ❑ EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY It--2 LAND USE ZONE -_ PD__BLDG.TYPE 411 -FIRE ZONE__PLAN CHECK BYc�:'CaJ _HEAT uaf -- WnstruCt (2) Private Gar. a ( 1) 5 ALall ( 1)_-L�rsll all �a_ul:►ucl--L�-_ --- Cade reuuireiments. SEWER PERMIT-# OCC.LOAD FLOOR LOAD HEIGHT 15 NO.STORIES t _ AREA 2 1 12 NO.BEDROOMS-_ VALUE � � _BUILDING DEPARTMENT SETBACKS FRONT ,`1LY REms LEFT SIDE RIGHT SIDE_ Permit 158.50 � THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING �L�3 REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AN►' IT IS HEREBY AGREED THAT THE: Plan Check WORK WILL BE DONE IN ACCORDANCE WI1 H THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE x�S� WITH ALL APPLICAPI-E CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE � Sub-total ��+ U RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax 6.34 SDC-- f >'" Total ` ' _ / i (' _e 1 PAP DCM PLICANT OR AGENT By --- �_—L31 r �l /// 1(, Recdlpt Na / - - - Approved f: ADDR �) stir DATE INSP. TYPE INSPECTION REMARKS PLUMBING DATE IContractat k Purmit No. Rough-ri Fixtuto Final HEATING Contractor Permit No. Got or Oil Rough-in rFTn.1 SEWER Final DRIVEWAY Final Storm Drainage jAaln Drain)Final Sidewalk Curb&Street Final AP—pr- Etch ULM. 13ri;—T. FINAL--7 TEMPO CERTIFICATE OCCUPANCY Final C17.17TIFACATE OCCUPANCY Landscaping Znning Fir.al ae� et11 � I F n REPORT GFOTECHNICAL INVESTIGATION PROPOSED ROYAL GARDENS CONDOMINIUM S.W. ROYALTY COURT NEAR S.W. ROYALTY PARKWAY TIGARD, OREGON FOR TUALATIN DEVELOPMENT COMPANY JOA NO. 12762-002-04 August 18, 1982 Dames Moore PORTLAND, OREGON D PRO" �— O FG ON �. 6.�`� a� ■II � � Dames & Moore 1220 s.N'. Morrison Street Portland.Oregon 97205 (503)228-7688 TWX:910-464-4790 Cable address:DAMEMORF. August 19, 1982 Tualatin Development Company 15300 S.W. 116th Avenue Tigard, Oregon 97223 Attention: Mr. Vlad Voytilla, Designer/Project Manager Gentlemen: Five copies of our report entitled "Geotechnical Investigation, Proposed Royal Gardens Condominium, S.W. Royalty Court near S.W. Royalty Parkway, Tigard, Oregon," are herewith submitted. Yours very truly, D VQORE r vi E. Olsen, Part r Michael F. Pisarik, Project Engineer IEO:MFP:lld 3BA 18 INTRODUCTION This report presents the results of a geotechnical investigation at the site of the proposed Royal Gardens Condominiums for Tualatin Develop- ment Co., Inc. in Tigard, Oregon. The location of the site, with rpepect to adjacent streets and surface features, is shown on the Plot Plan, Plate 1. The purpose of this investigation was to provide our conclusions .regarding general site stability and recommendations for site preparation and foundation support. In order to accomplish this purpose, the scope of our investigation included: 1. Exploration of subsurface conditions by means of 10 exploratory borings. 2. Evaluation of pertinent physical properties of soils encoun- tered by means of laboratory tests. 3. Engineering analyses tj serve as FL basis for our recommenda- tions. 4. PreparaL:on of this written r(-port. PROPOSED CONSTRUCTION We understand the proposed development will include a series of one- and two-story wood-frame condominiums and parking garages. Through the center of the site, the existing low area will be excavated to provide for two pond areas. There will be a road and bridge constructed to extend S.W. Royalty Court to the east across the site. The proposed bridge will be about 20 ft long and span a portion of the proposed pond area. Tentative building locations and grades are shown on the Plot Plan, Plate 1. It is our under- standing up to 17 ft of excavation is required on the east half of the site, Dames& Moore -2- while very little earthwork will be required on the west half of the site to establish final. grades. SITE CONDITIONS Surface Conditions The site for the proposed condominiums is located about 200 ft to the east of the intersection of S.W. Royalty Parkway and S.W. Royalty Court. The site +.s about 265 ft by 370 ft in plan dimensions. The western 140 ft or so of the site is relatively flat and occurs at about elevation 167 to 170 and is covered by a relatively sparse cover of grass and weeds. The center 100 ft of the site is an existing low area that ocrtrs at about elevation 164 and is covered by a moderate growth of tall grass and weeds. An existing creek transverses the center portion of the site in a north to south direction. At the time of this investigation, water was Funded over a major portion of this low area. The eastern 130 ft of the site slopes upward in an easterly direction fairly quickly to a maximum elevation of about 188. The present surface grades in the western portion of the .site generally vary between elevation 175 to 168. This part of the site in covered with a relatively heavy growth of t-all grass and weeds and several small trees. Subsurface Conditions Subsurface conditions were explored by means of ten borings drilled at locations .indicated on the Plot Plan, Platte 1. A description of the field exploration, together with a detai'le.l log of each boring is pre- sented in t'ppendix A, Field Explorations. -3- The borings generally revealed similar subsurface conditions to exist across the site. The explorations indicated the subsurface soils can be classified as follows: In the western portion of the site, the subsurface conditions were explored by Borings 1 through 4. Up to 6 ft of fill occurs below the present grade to about elevation 161 to 165. This fill consists of a rela- tively loose to medium dense fine sandy silt. The upper 2 ft or so of this fill is brown in color and contains occasional gravel and asphaltic concrete fragments. The remainder of this fill is mottled gray and brown in color and contains occasional rock cragments. Beneath this fill a gray silty fine sand is encountered to the maxi,r-m depth explored (23 ft below present grade). x This silty fine sand is generally medium dense. 1 In the central portion of the site, the subsurface conditions were explored by Boring 5. Beneath 6 in. of sod, a loose to medium dense brownish gray to greenish gray fine sandy silt was encountered to a depth of about 11 ft (elevation 153) below existing grade. Beneath these sandy silts a gray silty fine sand is encountered to the maximum depth explored (36 1/2 ft below present grade). In the eastern section of the site, the subsurface conditions were explored by Borinqs 6 through 10. Up to 16 ft of fill occurs below the existing site grade to about elevation 166 to 175. This fill consists of a relatively medium dense brown sandy silt to mottled brown and gray fine sandy silt. The upper several feet of this fill (7± ft) contains gravel and concrete fragments and chunks. Beneath this fill a medium dense brown fine sandy silt occurs to about elevation 163 to 159. Below these silts a medium dense brown silty fine sand is encountered to the maximum depth explored. Acmes& Moore PRESSURE IN LBS. / SO. FT. O PRESSURE IN LBS. / 50. FT. p Q 5Q� $ S2 O O o 5S o o g �S g g o g o - .00 � .00 - .0Z -- .02 - - U) =W � 04OEBR UND Z •D4 REBOUND ZZ W ^I i .06 - - 06 -- -- tf N O w .08 - REBOUND •08 ~ F o R 2 � REBOUND REBp v .10CD RE z BOUND Z 3 R O c .14 - - -- -- ---- -- ' SAMPLE SOIL MOISTURE CONTENT - % _DRY DENSITY -PCF- CURVE BORING DEPTH BEFORE AFTER BEFORE AFTER o -FT- SYMBOL TEST TEST TEST TEST 1 4 Bas SM/ML 34 32 87 95 2 10 10+s SM 39 36 80 86 SAMPLE SOIL MOISTURE CONTENT - % DRY DENSITY -PCr=- z CURVE BORING DEPTH BEFORE AFTER BEFORE AFTER _ -FT- SYMBOL TEST TEST TEST TEST 1 3 4 ML 26 24 94 104 2 3 las SM 41 36 77 89 w c' (J,�I.:�I....-� �::,�:::��.�i:�:. �.. CONSOLIDATION TEST DATA F)F.Y.i � � R.1�ME3 8 MAOR�e �.., ......_. -....».... ,.,,,.may ... �. -.a.; _ � ... �,. ,�-.�... ..:-. PLATE B-1 4 ., �♦ ,�!' .r ,.�..y �^" i. ..L,., ... -_...i..r.a;.., .., ... ...r.....:w+. .-. P .»:. - 3 � I II � III , 1111111111.F11'i111llIllI + II'IIIIIII � I' rI1 �I I�� rIII ( I1�IIIII IITIIII � IIIIII tllllll � � Illrl i I1IIIII � IIIII � 1 IIIIII1 � 111lIII IIIIIII ' lllllll `IIIII'I1 � 111 � 111 Ill � rli ' l11 ) 111 2 3 4 5 6 7 8 9 10 I I 12 NOTE : IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOT ICki--IT IS DUE TO _QUALITY OF THE ORIGINAL DRAWING. I 0 6a 82 Lz int s *2 Ez _ zz IZ Oz df - 91 1. 1 91 5 I f,I E I co 1 11 fel � • 1. 9 s b E rNlIIIII�I111'IIII�IIII�IIIIIHIIItlll�llll illl�llti11111�1111�1IUINN 111tI1t1t 11,1141�F1lI�IIi1�11L(�1111�r111�f1'tl#i ' !# 1 � i 4�TI I� IIIIIIIIlU1111�11�� 111�� II�tIIi�II11�J111�I111�I1I1� � Ypt L{1,1 � Milt -4- Groundwater was encountered in all the borings. The depth to the groundwater level varies considerably between 2 1/2 to 24 ft below existing grade due to boring elevation differences. At the time of this investiga- tion, the groundwater levels occurred approximately between elevation 161 to 164. Groundwater levels can be anticipated to vary several feet during the course of a given year. Ac previously mentioned, ponded surface water was noted in areas of the central portion of the site during this investiga- tion. CONCLUSIONS AND RECOMMFNDATIONS Pertinent physical characteristics of the soils encountered were evaluated by means of laboratory tests on selected samples obtained during the field explorations. A discussion of the tests performed and the test results are presented in Appendix B, Laboratory Testing. The field and iahoratur.y data generally indicated the natural soils immediately below the scud and existing fills possess moderate strength and compressibility charac- teristics. The existing fills at the site also generally possess moderate strength and compressibility characteristics. However, these fills are variable and large localized settlements could result when additional load is added to these fills. As such, this fill is not suitable for support of houses or any utilities which would sustain damage if subjected to large differential movements. These fills and the in situ soils may be utilized for foundation support, obtained by conventional spread footings if the site is properly prepared and the footings designed in accordance with the recom- mendations in this report. -5- A high winter groundwater table could result in floor slabs and crawl spaces remaining damp during the winter months. It is recommended floor slabs be underlain by a minimum of 1 ft of granular material and tied into a positive drainage system. In addition, it would be prudent to raise the lowest floor slab grade to at least elevation 168 to reduce the risk of flooding due to high groundwater. Site Preparation Li the proposed building areas and areas to be paved, the surface should be stripped to remove vegetation, topsoil and organic material. Based upor► the borings, stripping to a depth of about 6 to 8 in. will be required. Additional stripping and local excavations of up to 2 to 3 ft may be neces- sary where trees, brush, and soft soils are encountered. The stripping should extend a minimum of 5 ft beyond building lines. Stripped material would not be suitable for engineered fill and should be stockpiled for landscaping purposes or removed from the site. The silty natural. and fill soils at the rite are extremely sensitive and are easily disturbed and softened by conventional stripping and excavation procedures during the wet season of the year. It is recom- mended that earthwork operations be performed during the dry season (gen- erally June through mid-September. ). Since the central portion of the site is considerably lower in elevation acid water was being ponded, the ground may remain soft even during dry summer weather due to a high groundwater table. As such, it may be necessary to install a granular working blanket to support construction traffic In this area as discussed subsequently. If site grading is conducted during the wet season or if the ground remains wet due to high grou,,dwater, additional overexcavation and I -6- the installation of a granular working blanket in building and pavement areas would be required. Overexcavation to a minimum depth of 18 ir.. below sched- uled subgrade in building areas and the installation of compacted granular material would be necessary to provide a suitably firm working base for subsequent construction. Relatively free-draining, pit-run rock up to 6 in. maximum size having less than 5 percent of the portion passing the No. 4 sieve passing the No. 200 sieve would be suitable for use as granular fill for the working blanket. A greater thickness of granular fll might be required for haul roads in order to prevent subgxade damage and rutting of the working blanket. When wet, the soils at the site are extremely sensitive and are easily softened by conventional stripping and excavation procedures. To lessen subgrade disturbance, site stripping and rock fill placement should be accomplished with crawler-type equipment, and the amount of traffic on the subgrade should be minimized. If the use of tracked excavation equipment results in appreciable softening of the subgrade, it may be necessary to excavate utilizing lower impact techniques, such as a backhoe with teeth removed from bucket, working from an advancing pad of granular fill.. Fol- lowing placement of the granular working base, the entire surface of the site should be compacted by at least 4 passes of a moderately heavy vibratory roller imrosing at least 300 lb of impact force per inch of drum width. The surface of the site should then be proof rolled with a fully loaded dump truck, and any soft or weaving areas should be overexcavated and replaced with rock fill. Our recommendations for engineered fill to raiserades within thin building and parking areas are summarized below. All fill should be in- stalled in maximum 8 tn. thick horizontal lifts and compacted to at least Cames & Moore -7- 92 percent of the maximum dry density obtainable by the Modified AASHTO Method of ComFaction (Designation T-180). 1. Dry—Weather Fill (When ade(7uate moisture control can be obtained) - Fill materials shall be silty or sandy soil free of organic: matter and having a nccminal maximum size not exceeding 4 in. Except for surface s-�_ripping, all excavated on-site non-organic soils will be suit-'able provided it is cleaned of rany concrete and asphalt fragments over 4 in. Fill. material ■ which ruts, weaves, or pumps beneath construction equipment will be classisfied as unsuitable. 2. Wet Weather Fill - Granular ; 11 material shall be relatively well-graded, having a nominal -maximum size not exceeding 4 in. and with not more than 5 percent of the portion passing the No. 4 sieve passing the No. 200 s_eve. Fill material which ruts, weaves, pumps beneath construc—tion equipment, or appears muddy will be classified as unsuitable. In order to prepare the wester-a portion of the site, the upper I2 to 4 ft of the existing loose fill containing asphalt fragments and gravel, 0 sh—uld be removed to the mottled brown and cray fine sandy silts layer. The stripped fill material could be reused as engineered fill provided it is 1 cleaned of any organic matter, and concrete and asphalt fragments over 4 in. r in size. After excavating these existing fill soils to the previous men- jtioned level, the exposed subgr.ade soils should be proof rolled with a 1 half-traded dump truck or equivalent to de-ect ary soft conditions. Soft areas detected should be reconditioned and compacted or excavated and re- -a- placed with compacted fill. Prior to placing any fill over the subgrade, it should be compacted with a minimum of 4 passes of a moderately heavy vibra- tory compactor. All fill necessary '_o raise the grade should be installed as previously mentioned. In the eastern portion of the site, it is our understanding the majority of the existing fill mound will be removed to obtain final site �j grades (approximately elevation 169 to 172). After excavating these existing fill soils, the expoaed subgrade soils should be proof rolled with a half-loaded dump truck or equivalent to detect any soft conditions. Soft d areas detected should be reconditioned and comparted or excavated and re- placed with compacted fill material. Prior to placing any fill over the subgrade, it should be compacted with a minimum of 4 ,passes of a moderately heavy vibratory compactor. All fill necessary to raise the grade: should be installed as previously outlined. IEarthwork operations at the site should be observed by a qualified s-ii is engineer. Foundation and Floor Support Satisfactory support for structures of the type contemplated for Ithis site except the bridge structure can be obtained from spread foundations established on the undisturbed in situ soils or on engineered fill. Support for the bridge structure should bo obtained from wood piling to be discussed I subsequently in this report. Foundations established at a minimum depth of 2 ft below lowest adjacent final grade and resting on firm undisturbed soils or the aforementioned compacated fill may be designed for an allowable bearing capacity of 1,500 lb/sq ft. This applies to 1 ft 6 in. minimum wide wall Ipanes& Moore w gar w � -9- footings and 2 ft minimum width for square footings. This design bearing value applies to the total of all loads, dead, live, and wind or seismic. If footing subgrades are disturbed during excavation, then they should be compacted to at least 92 percent of the maximum dry density obtainable by the Modified AASHTO Method of Compaction. During wet weather, it will be necessary to instail a 4 in. or so thick layer of crushed rock or Jean concrete in footing bottoms immediately after excavation in order to confine silty subgrade soils which would be susceptible to softening and deterioration when wet. The crushed rock should be installed and compacted as previously recommended.. A compacted fill blanket established on the properly prepared ' subgrade soils will provide adequate floor slab support for the proposed i buildings. Based on loading and drainage considerations, it is recommended that the fill blanket beneath floor slabs consist of at least 12 in. of well-graded sand and gravel or crushed rock, ?/4 in. maximum size, with not !` more than 5 percent of that which passes the No. 4 sieve passing the No. 200 sieve. This material should be installed and compacted as previously recom- mended for engineered fill. As previously mentioned, support for the bridge structure should be obtained from driven piling. It is our opinion that treated wood piles are the most feasible type for the proposed structure. Wood piles should be driven to a minimum of 35 ft below the bottom of pile caps or final grade whichever is lower, or to refusal in the medium dense silty sands underlying the site. We recommend that wood piles have a minimum tip diameter of 8 in. and that they be driven with an air, steam, or diesal hammer exerting 12,000 to 15,000 ft lb of energy per blow. Pile gDames& Moore a -10- spacings should be at least 3 ft center to center in pile groups. To avoid damage to the piles they should be banded at the tip and butt prior to driving. Refusal criteria for wood piles may be defined as an average of 6 blows per .in. for the last 4 in. of penetration. In addition to certified inspection at the treatment plant, all wood piles should he in- spected at the job site for straightness, corkscrew grain and possible .internal defects. Wood piles installed in accordance with the foregoing recommenia- tions can be utilized to support total loads of 15 tons and 20 tons for pile penetrations of 35 and 40 ft respectively, below the bottom of pile caps or final grade whichever is lower. These values apply to the total of all loads, dead, live and wind or seismic. Foundation Settlements Laboratory consolidation test data, utilized in our settlement analyses, provides a basis for estimating set;_lements of typical foundations designed in accordance with the recommendations presented above. The re- sults generally indicate that settlement of foundations subjected to the anticipated loads will range from approximately 1/4 In. in the area of the existing fill mound (to be removed) on the eas*- side of the site up to 3/4 in. for the structures on the west side of the site. Settlement of the pile foundations installed as recommended would be on the order of 1/2 in. For these studies, it was assumed that real loads were equal to approximately 80 percent of total design loads. We estimate that about two-thirds of the indicated settlements will occur within a period of about Dames a Moore at one month after lc;sde have been applied. The remaining settlement will occur more slowly over a period of 4 months or so. Floor settlements for finished floor constriction designed in accordance with the above recommendations are anticipated to be 1/4 in. or less. The above estimated settlements are based on foundation loads. Any site filling to raise the present grades would result in consolida-• tion of the underlying natural soils. We estimate this settlement to be about 1/4 in. per ft of fill placed. Cut and Fill Slopes Temporary cut slopes in existing fills or natural soils which do noi. extend below groundwater or deeper than 12 ft below existing grade should be limited to a maximum steepness of 1H: 1V. Temporary cut slopes in the natural soils, which extend deeper than 12 ft below present grade, should be sloped at a maximum steepness of 1 3/4H: 1V or adequately braced. We recommend that permanent cut and/or fill slopes around the site be limited to a maximum steepness of 2H: 1V. All slopes will be subjected to erosion, particularly slopes in silty soils. It is recommended that slopes be planted with vegetation or provided with suitable erosion protection as soon as possible following construction. Pavement Support On the basis of our review, a saturated CHR value of 4 has been assigned the silty soils designated ML and SM on the boring logs. This value e -12- is based on a correlation with soil type and experience at sites with similar soil conditions. Based on (a) a site drainage system which will prevent accumulation of water on the subgrade, and (b) the previously discussed site prepar,tion of the subgrade material including replacement of soft near surface soils, recommended minimum pavement design sections are summarized below. Subbase Base Course Aspbalt Thickness Thickness Thickness Pavement Use Inches Inches Inches Roads and Parking 6 6 3 Areas - Trucks Roads and Parking --- 6 2 1/2 Areas - Light Vehicles NOTES: 1. Single-axle loads of 6,000 lb for a•jtomotive vehicles and 1£3,000 lb for trucks were assumed. 2. Base course material should consist of 1 1/2 in. minus crushed rock meeting the base aggregate requirements as set forth in the Standard Specifications for Highway Construction, Oregon State Highway Commission. 3. Subbase materials should consist of locally available rel- atively well-graded fragmental ruck or sand and gravel, 3 in. maximun, size, with less than 5 percent fines passing the No. 200 sieve. 4. Subbase and base course materials should be compacted with a minimum of 5 pas:3?s of a vibratory roller imposing a force of at least 400 lb/in. of drum width. Site-Drainage As discussed briefly earlier in this report, a high winter ground- water table could result in floor slabs and crawl spaces becoming damp during the winter mon::hs. It is recommended the floor slabs be underlain by a minimum of 12 in. of relatively clean granular material and tied into a -13- positive drainage system. In addition, it would be prudent to raise the lowest floor slab grade to at least elevation 168 to reduce the risk of flooding due to high groundwater. Also prevention of road base saturation is essential for pavement durability and efforts should be made to limit the amount of water entering the base course. This can be accomplished by: a. Placement of curbing around all planters to divert pavement surface water runoff to catch basins. b. Not allowing pavement base course to extend beneath planter or lawn areas unless perforated drain lines are installed to collect and carry away drainage water. C. Providing weep holes through the sides of catch basins, immediately below the pavement, to allow drainage of any water trapper] in the crushed rock base course. Limitations and Concluding Remarks The recommendations made in this report are based on the assump- tion that the soil conditions do not vary appreciably between the borings. The subsurface information presented in this report does not constitute a 1 direct or imFlied warranty that the soil conditions between boring locations tcan be directly interpolated or extrapolated or that. soil conditions and/or variations different from those disclosed by the borings will not be re- vealed. Unexpected condit_Lons could occur and suitable contingency funds should be appropriated to allow for such corrective work as may be required by conditions disclosed. -14- I In order to comply with the intent of this report, we recommend that the soil engineer be retained for review and inspection services re- latinq to earthwork, foundation installation, any design changes, and spec- ifications pertaining thereto. -000- 1 I f APPENDIX A FIELD EXPLORATIONS Subsurface soil conditions at the site were explored by means of 10 borings drilled at the locations shown on the Plot Plan, Plate 1. The borings were drilled with trailer-mounted, continuous flight auger drilling equipment. The borings were about 6 in. in diameter and extended to depths of 20 to 36 112 ft below present. grade. The field explorations were coordinated by a field technician from our office who main,ained a continuous detailed log of materials and conditions encountered in each boring, obtained relatively undisturbed samples at frequent intervals of depth, and recorded other pertinent data at the site. Soil samples were extracted with a Dames 6 Moore sampler of the type shown on page A-2. Graphical representations of the boring logs are presented on Plates A--1 and A-2. The nomenclature used in classifying soils Is shown on Plate A-3. Damos & Moore A-2 SOIL SAMPLER TYPE U DRIVING OR PUSHING FOR SOILS DIFFICULT TO RETAIN IN SAMPLER MECHANISM COUPLING WATER OUTLETS •�_ l NOTTCGHES POENNG R FISHINTOOL i /) CHECK VALVES NEOPRENE GASKET HEAD`_ _ o VALVE CAGE NOTE "HEAD EXTFNEION"CAN BE INTRODUCED BET■FEN 'MEAD'AND'SPLIT BARREL ALTERNATE ATTACHMENTS SPLIT BARREL(TO FACILITATE REMOVAL OF Cr RE SAMPLE) 1 %- CORE-RETAINER - RINGS - (7.1,1'O.D.BY I"LONG) SPLIT BARREL_ L RING NG-- COR DlVICE NINO 1 BIT SPLIT..�_��•. CORE•RETAIHINO FERULE ---- DEVICE _ RETAINER RING ` r RETAINEP PLATE: 11N TF RCNANGEABLWITH OTNIR TYPES) THIN-WALLED SAMPLING TUBE (INTERCHANGEADLE LENGTH31 f UM I A Meet* APPENDIX A FIELD EXPLORATIONS Subsurface soil conditions at the site were explored by means of 10 borings drilled at the locations shown on the Plot Plan, Plate 1. The borings were drilled with trailer-mounted, continuous flight auger drilling equipment. The borings were about 6 in. in diameter and extended to depths of 20 to 36 1/2 ft below present grade. The field explorations were coordinated by a field technician from our office who maintained a continuous detailed log of materials and conditions encountered in each boring, obtained relatively undisturbed samples at frequent intervals of depth, and .recorded other pertinent data at the site. Soil samples were extracted with a Dames & Moore sampler of the type shown on page A-2. Graphical representations of the boring logs are presented on Plates A-1 and A-2. The nomenclature used in classifying soils is shown on Plate A-3. 1 i wt +e ar are wl � B-2 METHOD OF PERFORMING CONSOLIDATION TESTS CONSOLIDATION TESTS ARE PERFORMED TO EVALUATE THE VOLUME CHANGES OF SOILS SUBJECTED TO INCREASED LOADS. TIME-CONSOLIDATION AND PRESSURE-CONSOLIDATION CURVES MAY 13E PLOT- TED FROM CNE DATA OBTAINED IN THE TESTS, ENGINEERING ANALYSES BASED ON THESE CURVES PERMIT ESTIMATES TO BE MADE OF THE PROBABLE MAGNITUDE. AND RATE OF SETTLEMENT OF THE TESTED SOILS UNDER APPLIED LOADS. EACH SAMPLE IS TESTED WITHIN BRASS RINGS TWO AND ONE.- 3 HALF INCHES IN DIAMETER AND ONE INCH IN LENGTH, UNDIS- 'T'URBED SAMPLES OF IN-PLACE SOILS ARE TESTED IN RINGS TAKEN FROM THE SAMPLING DEVICE IN WHICH THE SAMPLES WERE OBTA!NED. LOOSE SAMPLES OF SOILS TO BE USED IN CONSTRUCTING EARTH FILLS ARE COMPACTED IN RINGS To • PREDETERMINED CONDITIONS AND TESTED. I^ IN TESTING, THE SAMPLE IS RIGIDLY CONFINED LATERALLY DEAD LOAD—PNEUMATIC BY THE BRASS RING. AXIAL LOADS ARE TRANSMITTED TO I'll] CONSOL I DOMETER ENDS OF THE SAMPLE BY POROUS DISKS, THE DISKS ALLOW DRAINAGE OF THE LOADED SAMPLE.. THE AXIAL COMPRESSION OR EXPANSION OF THE SAMPLI'. IS 411 ASURED BY A MICROMETER DIAL INDICATOR AT APPROPRIATE TIME INTERVALS AFTER EACH LOAD INCREMENT IS APPLIED. EACH LOAD IS ORDINARILY TWICE THE PRECEDING LOAD. THE IN- r-. CRF.MENTS ARE SELECTED TO OBTAIN CONSOLIDATION DATA REPP.IESENTING THE FIELD LOADING > CONDITIONS FOR WHICH THE TEST IS BEING PERFORMED, EACH LOAD INCREMENT I'S ALLOWED TO v v M ACT OVER AN INTERVAL. OF TIME. DEPENDENT ON THE TYPE AND EXTENT OF THE SOIL IN THE h. �+ FIELD. Y G y I r 0 41 ,'VW r;. 1 1:Af111 117!C' B-3 ME'rM711 OF PERFORMING Diial r SHEAF: AND FRICTION TESTS DIRECT SHEAR TESTS ARE PERFORMED TO DETERMINE THE SHEARING STRENGTHS OF SOILS. FRICTION TESTS . ARE PERFORMED TO DETERMINE THE FRICTIONAL RE- SISTANCES BETWEEN SOILS AND VARIOUS OTHER MATE- RIALS SUCH AS WOOD, STEEL, OR CONCRET E. THE TESTS ARE PERFORMED IN THE LABORATORY TO SIMULATE ^• ANTICIPATED FIELD CONDITIONS. EACH SAMPLE IS TESTED IN A SPLIT SAMPLE HOLDER, TWO AND ONE-HALF INCHES IN DIAMETER AND ONE INCH HIGH. UNDISTURBED SAMPLES OF IN-PLACE SOILS ARE EXTRUDED FROM RINGS TAKEN FROM THE SAM- PLING DEVICE IN WHICH THE SAMPLES WERE OB- DIRECT SHEAR APPARATUS WITH ELECTRONIC RECORDER TAINED. LOOSE SAMPLES OF SOILS TO BE USED IN CON- STRUCTING EARTH FILLS ARE COMPACTED IN RINGS TO PREDETERMINED CONDITIONS AND TESTED. DIRECT SHEAR TESTS A ONE-INCH LENGTH OF THE SAMPLE IS TESTED IN DIRECT SINGLE SHEAR. .A CONSTANT PRESSURE, APPROPRIATE TO THE CONDITIONS OF THE PROBLEM FOR WHICH THE TEST IS BEING PERFORMED, 15 APPLIED NORMAE. TO THE ENDS OF THE SIMPLE THROUGH POROUS STONES. A SHEARING FAILURE OF THE SAMPLE IS CAUSED BY DIOVING THE UPPER SAMPLE HOLDER IN A DIRECTION PERPENDICU- LAR TO THE AXIS 1F THE SAMPLE, TRANSVERSE MOVEMENT OF THE LOWER SAMPLE HOLDER 19 PREVENTED. THE SHEARING FAILURE IS ACCOMPLISHED BY APPLYING TO THE UPPER SAMPLE HOLDER A CON- STANT RATE OF DEFLECTION. THE SHEARING LOAD AND THE DEFLECTIONS IN BOTH THE AXIAL AND TRANSVERSE DIRECTIONS ARE RECORDED AND PLOTTED. THE SHEARING STRENGTH OF THE SOILS I9 DETERMINED FROM THE RESULTING LOAD•DEFLECTION CURVES. FRICTION TESTS IN ORDER TO DETERMINE THE FRICTIONAL RESISTANCE BETWEEN SOIL AND THE SURFACES OF VARI- OUS MATERIALS, THE LOWTA SAMPLE HOLDER IN THE DIRECT SHEAR TEST IS REPLACED BY A DISK OF THE MATERIAL TO BE TESTED. THE TEST IS THEN PERFORMED IN THE SAME, MANNER AS THE A DIRECT SHEAR TEST BY FORCING THE SOIL OVER THE FRICTION MATERIAL SURFACE. rc a B-4 SUMMARY OF DIRECT SHEAR TEST RESULTS SIUIPLE TEST SURCHARGE SHEARING STRENGTH SOIL DEPTH PRESSURE LB/SQ FT BORING TYPE* FT LB/SQ FT PEAK YIELD 1 ML 2 1/2 400 1,080 630 2 ML 2 1/2 800 1, 150 840 2 SM 10 1/2 1,200 970 690 2 SM 15 1/2 1,800 1,480 940 5 ML 4 11600 1, 190 760 5 ML 6 1/2 500 540 320 5 SM 10 1/2 800 1, 120 600 5 SM 15 1/2 1,000 1, 180 600 5 SM 20 1/2 1,400 1,700 900 5 SM 25 1/2 1,600 1,200 780 5 SM 30 1/2 2,000 1,600 1,020 5 IM 35 1/2 2,400 1,920 1,400 *Unified Soil Classification System Lames A Moore ladTNI: ( IiNr_0 N'_Hktil f IkS I UH M1Nt11h11 I ► llr,-I111'. �/I'n /1`rr�r ii C/ �b/l.'/ IONS. ovnrc.r.PI!gf If _ CSR AS SIIO%VN AND APPFtOVEL 1 THF. ACCOMPANYING PLANS AND ' ICA) -- LOT NO 7.VwEN JO ti AODRE __- T /" 3al-5^�///�'" "� L USI&14A� NEF t /- OESIGvS►i rSTnVCTURE WvEw - Unfh,nOEL0AOOlTIO.4 ❑ncv:ln LRENe:faL__ CjPInEDA!AhGc Oncr., �lJ nESIL�C"�C.E C�COM.M ❑EOUCATIONAL ❑GOV-T ORELIG,nUSLI?AT10 OCA;+PORT -OGARAGE ❑STORAGE OSLAe CCCI:Par;'Y LAND USE 20MJE. OLOG. TYPE= �'',-� f'f Ate CHECK OY—S!! ►1 A -A- s .ki BATH{N Qtj BEI)ROOM SE U E R P E Rif 1 I+T� '� �L_C / �yy� 2s'S l_O=D FL00►?1.941L— U HE NT �♦ NO STORtfS Afl.L f, N0.9 QQQAIS/O�yg �G' BVILCIN•] OEPARfMENT SFT BACKS FRONT ir�i� RE -- �-� LEFT 510E - _ RIGHT SIDE_ -- PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING COOP: heck L^ 7 ATIONS ANO ALL APPLICABLE CODE.i AND ORDINANCES, AND IT IS HEREBY AGREED T r 1--- K L BE GONE IN AGCOAOANCE WITH THE PLANT i.ND SPECIFICATIONS:.NO IN C tPLla. BLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES HO p STRICTIV OVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY JItR Tax I� LICENSE. SEP ATE PERMITS REOU'.RED FOR SEWER. PLUMBING ANO►IEATINC. APPI.,I'ANr OR AGEnT Appro.ttl I Receipt No ` AnnAFSS NOn ----- SdC (Storm tq SCC — _ P O C - _•_` __ S SEWER CONNECTION 8 ' rr�' 7 SEWER INSPECTION S SEWER SURCHARGE S Comments : c L��' � jL�Ld