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15230 SW SEQUOIA PARKWAY-1 E H E 13 H 4 1 4 7 9 7- 5 p 13 E 0 N A I H C E U 0 4 , 18 9 5 Cl '-- 6 2t 5 0 '314 793` G E ON AX I N C EUGENE SIGN PROJECT JOB NUMBER - 041 PROJECT omac % eoma PROJECT JOB NUMBER 6's — JOB NUMBER SHEET OF eomax e :2 0 SHE OF 'A PI�A or ONECION. SUBJECT C�11 x ET SUBJECT m 1^ SHEET OF DATE A Aq Of ORIC-ON, klyc SUBJECT Z'o DATE ENGINEERING, LAND SURVEYING, BUILDING DFSiGN DATE �NGINEERING, I AND SURVEYING, BUILDING DESIGN STREET COT7AGE GROVE. OREGON 07424 COMPUTED BY 806 Nr NINTH STREET COTTAGE GROVE, ORe:-JON 97424 COMPUTED BY ENGINEERING, LAND SURVEYING, BUILDING DESIGN tOd N NINTm � —7- A)A TELEPHONE (5031942-0120 FAX (503)942-7935 CHECKED BY -'11 C 808 N NINTH STREET C07TAGE GROVE, ORFSON 97424 CWPUTED BY T- TELEPHONE (503) 942-0126 FAX (503) 942--,P15 TELEPHONE (503) 942-01'.18 FAX (503)942-7935 �r;�p E7 C-IECKED BY . Fw CHECKED BY .2) 1,14 1.47T an ?Z/.( Foh.OL —7r— -Sh 10 X 1' 4 K44- IWL�yl 7 f r7- 112- 7 7V 'I t -rp P &QA6ML-r W*4;40 r? t29 FL-ftt •oc.'3T br o4 1w < c. 2"a J 1115 7- -s F 7 �/. ql x(v 104 10 7 • S-rL, -C4 I 3-f-10 '7 -7,1 7 -4 Gj rb,% -C' A. m-R r-W x, tvv -6� JL7r- Tr �I C letq rs A :: -T) 0 N 1 791 ;Rot, �A L q ;o-: 4-� ' ILI 2t. 7� E Iglg 's— c Z, 2. a C) 1'�, ,e-g 2-9 0 t,-*, bec�, Prcnooe�=;;� �rb Itz IwEAk, 21/ 16, 1JF X 7 7t vx560A/-f E, 41 tel. .:.:,�,,.� • .r�, �,��n�,� 12F�. //�� .�.� / ,� r��.i^/�/L •1� 1�'!- , �G.'7" (/*'OAJ7- 7'7n AI r 2 01 44. 7- 1. 2—7 Z XCe -dA A/ ,k7- 7-0 714eae-119AC7yw L4 S-5 of r-,c 15230 SW Sequoia Pkwy Orig. Shell & Site of 20 15230 SW SeTA clin Pk%vy Orig. Shell & Site of 20 15230, TAl Sequoia Pkviv C. Gig. 'Shell & sk'. 3 020 IF TI-11S NOTICE APPEARoSS CLEARER THAN THE DOCUMENT, THE DOCUMENT IN Oji MARGINAL QUALITY. m 1(9 Wo"L,-,Nl Ili 1. llil.lil � il ! 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M1 -W(ML"9?ED � � � � � � � � � � � � � � ' �'� � � � � a � � � � � � � � � � � � � � � � i � � ii t � � r�? tji �� (► . .1 , , I t I 1,11T I IN11111111 111111 , 111h 1, j111111111, Jill � � � � � � � � � � � � � of MOM IN CHWA�, w Ltw I I is 11 v c x 1 11 1 111 1 Is 4 iiil��u'�uil�iu4niiu��liu�lu�„uiilm������lnn �iul�ni �mliii� 11 Mill 1 ST3no E C �_ --i r- -1 F- 11 r _j L- - - --=J _j L_ -- .JL-- - j L - - - - - - - - - - - - - - - II _J L- - - - - - - - - - - --- - - - - - - - - - - - - - - - 1 12 /All OD E v�Aj I IDN (0'2 15230 SW Sequoia Pkwy Orig. Shell & Site 5 of 20 IF THIS NOTICE APPEARS CLEARER THAN THE DOCUMENT', THE DOCUMENT IS OF MARGINAL QUALITY. MI(., "4L"RIED Ijljl � l � l � l { � � � I � l ; III � I � I � i ! I � l � I � I � I � ij ! ! ' I � l l � I l � l � ! { ! l � f � l � i � l � l � I1 i � f�Til ` s �l � ! ! I { I � =;T �� ! C { i { { � 1 � I �tll � ijl � l I � i � III � I � 1 � 1 i { I { i { I � -!) I -III fgi -t I-] T INCH MADS IN CM I"Iil�ill ........... IT 1 17 a n 8 11111, 21111 1 11111 It In Ih di 'I III HUI 11! I I i� 19'-2 " —-------- .. ---- VARIOUS LENGTHS 11/7 i Rv 3« APPROX. MAY ADJUST ACCORDING TO LENGTH OF AWNING r. 5140 x gillr.• F a Y C :jt r DETAIL OF DASHED LINES SCALE.- 1"=l I ' 8'-0" SECT!ON OF BUILDING ELEVATION SHOWN VERIFY . .�,................., t... . 1� I NOWILLUM AWNINGS FABRICATE & INSTALL NON ILLUM AWNINGS 15230 SW Sequoia Pkwy 9.6 Oz. U' TRAFAB #42202 FR SUNDEW (YELLOW) CLOTH AWNING FA13RIC.; W/ OPEN orig. Shell & Site ENDS F of 20 tiAND PAINTED GREEN DA;✓HES (VERIFY COLOR ) i" ALUM. SQUARE TUBE PAINT TO MATCH YELLOW FABRIC ARTPROOF Drawing95227 � - -- Initiv� ALI COMMON LAW COPYRiGHT AND OTHER PROPERTY RIGHTS larep>aied forAcScele noted dimension lines count Representativ@: RESt:?\rF.) THIS DOCUMENT IS AN ORIGINAL AND UNPUBLISHED WOPK PRODUCT OF EUGENE SIGN AND AWNING THIS WORK SIGN AND AWNING O. A PLACE TO EAT Designer Randy - - - —_- S;-TALL NOT BE DUPLICATED, COPIED, DISCLOSED, OR USED IN 1210 OAK PATCH RD STANDARD 120 VOLT 0RCUIT UNLESS OTHERWISE SPECIFIDED. CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE PH 503.598-7410 Tf GAR D, OR Ac;.eptsd v i:,manges Indicated: SPECIFIED PRODUCT FOR WHICH THEY HAVE BEEN PREPARED Sheet ti 1 of 1 THEY �jHALL NOT BE ASSIGNED TO ANY T H!RD PARTY WITHOUT ;�- FAX 503"548.804 -- -__ ,�_1 3_A�j talent___._.____ _ _'__,/Y6 F;RST OBTAINING THE EXPRE ;WRITTEN CONSENT OF EUGENE I I IF THIS NOTICE APPEARS CLEARER THAN THE DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. �fZT4i ��%9LIED 111111JillIll Ill Ill11ll11e IIlII � I � I ; III l llllllIl I ` i 1III1 II tII hill! I � ' ! I IIIA II + VIII III � i � . 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LL O nE . . 2 .�� ,,; ►`I '�i, �� C`a �, i y. 1 ,� r , _ ' — - .. +4_ H+6►, 1 ,` '� �- w 1 0 1 t I N CJ 110 d r- (. ,1 f I `•lam i U Nl 15230 SW Sequoia Pkwy f ,Q ' _• ( -", -Alp 1 { 1 ,-—+4„f t - 5 i N�� 24 Orig Shell&Site 1 • { l t UJ V� ' a Cr 14LJ WAXg J- If FE JL 0 k J- VL 411i 77 A 14 «. 1 IF THIS NOTICE APPEARS CLEARF:R THAN THE DOCUMENT,THE DOCUMENT IS OFMARGINALQUAVATV. i�T(Ai I{9 E1) I(�i►�iIl�Iilll IIIlIiIl:I1I► s IiI!+il�lll�ll 1 0111111111�1I I��(!11�1lI�� I���liY�fi11�1I Illi ll�lll�I 1!I !IllflIl ;1I �llilll�►illill I �!ill�Iiilll11111111��1111�,� INCH MADE �� CNINA i cm 1 T ' - f' 11 t I i �t it I t I i �r�.__ �t - sa 11111,11!I�III0111;IillillIIill11„II1I�III1111!!1!III•iII,lH(1 Inl,.11l I„I.=nlllnllnn iIl1llililnll.lnl nllliul Illilnnllllllnnlllnlnlllnlllnlilllnllllll111111111iII1111111 nIIIIiIIIIIII!(IIIli nlllsllinlllsl,l!flillllllllnllsIIIc!Illlillllunllllllunlllnlulllsn�Ua tf ,,,�:--------- - WN ,1,1 ti TYPE "SA" & 1@SB61 Tf� FIXTURES PAC TRUST STD. ~ PAINTED DRAK BROWN 20'- 0" t r �� 6" SQ. STEEL POLE r L BUILDING ? 38 GRADE r 178 . 0 � r .;--- 4 _ 011� / PULE BASE DETAIL r I / I ! j SCALE: 1/4" 1'—(r I # 10 CU. ,T- \ JIs. 'N\, NEW ( 1 ;TREE? LTG. c ,E„ _r __.----fir - 4 - _ /"E ' _. __. _ --- -4hti_ .._ SHEET NOTES: INTERCEPT r,.iS`NG 4" GTE CONDUITS AND ERTEN AS SHOWN (SEE DRAWING L -.,2,33.34 FOR LOCATION). -' GTE ,kj' INSTAL 446 GTE TEL ECO VAULT AS LOCATED BY PACIFIC CORPORATE CENTER 2,' 3,' EXISTING !GE,1AU1_'ERTEN NEW CONDUITS AS SHOWN (CONTACT 9RIAN MOORE PROM PGE FOR ACCESS) ! 4 (1) 4" PVC PRIMARY CONDUIT WITH '_ONG SWEEP GRC 90-S AND PULL STRING. (2) 4" PVC SECONDARl CONDUIT WITH '-ONG SWEEP GRC 90'S AND PULL STRING. / / b (3) 4" PVL SECONDARY CONDUIT WITH .ONG SWEEP GRC 90'S AND PULL STRING. (4) 4" PVC SECONDARY CONDUIT WITH ;_ONG SWEEP GRC 90'S AND PULL STRING. (2) 4" GTE CONDUIT WITH LONG SWEEP GRL 90'S AND PULL STRING. (3) 4" PVC GTE CONDUITS WiTH '_ON(,SWEEP GRC 90-S AND PUL... STP+NGS. ,19 BUILDING INTERTIE CONDUITS ;1) 4" PVC do (t) 2" PVL WITH '_UNG SWEEP GRI, 90'S AND PUL'.. S?RiI:G. 1 _ PGE 'RANSFORMER PAD 8 X A AS PER PGE SPEC. Xl-- E .,TING, STREET LIGHTING J -BCX CONNECT 2" PVC, AND ERTEN AS SHOWN. I I � NEW STREET _IGHTING J-BOX (BR010KS BOX) rXTEN CfkC!l11 t0 POLE PGE STC. ma 4 . . .4 '�? 2" PV(; WITH (3) #8 Cu. FOR PGF TREE- '_IGHTING. BROOK PULL BOX SEE BUILDING PIAN FOR EXACT '_OCATIONS FOR CONDUIT TERMINATIONS. � a -, - z �— z C.3 -- - i �j ,! 7�2 ELECTRICAL. PLANS APPROVED my DATUL.Zk� TYPE DESCRIPPON LAMP VOLTS ---- -_ --—. -- _— 480 -_ IISA COOPF R '...TG. GMA 042293 D82 -I_'_ ASB2 N!TH MA 1005 82 ARM PROVIDED BY H.L. GREEN & SET. 400W MH ON 20 FT 6X6 POLE 480 NISBII (.00PER LTG. ;2) GMA 04 293 D52---L1. AS82 WITH MA 1005 fit ARM PROVIDED B`r H.L. GREEN do SE-T 40OW MH ON 20 FT 6X6 POLE t _J) NOTICE IISA1 II COOPER L"S. GMA 042293 DB2-LL ASB2 IrITH MA 1005 82 ARM 4(1QW H 240 n \ T E UO ---- RETOR FIT EYISTING POLES TO MATCH NEN FIXTURE _ — ( _ n �� — -- - 4 TH iLDING DEPARTMENT DOES NOT PLAN CK FOR FEDERAL .AMERICANS WITN DISAH CITIES (EXIST ,cale: 1 /16"- 1 0�� STREET LTG. ��-- ACT. WE CHECK FOR OREGON STATUTES ONLY. YOU IIE11 VELIJOR # 4761 13 FT. POLE AND FIXTURE A-21 150 WATT INCANDESCENT LAMP 150 I 1 20 _" MAY HAVE AN 001..IC.'�TI'1N TU COM°LV APPROVAL OF PLANS DOE NOT ALLOW T , H 99Ca;N I VIOLAI ION OF ANY btAY cy- OR OROINANQH6 Date ;�b Name: RRALD -� Orauln�No. U " - Desiqned r.;nd Installed r ���• Revision Jate N`� 238 �� L/1, y/Conroctor: '� REVISED '_IGHTING f1- 23-94 PACIFIC CORPORATE CENTER REVISED POWER 12, 22/84 - -- .___ - '_acatlon• ;__ - S.W. REDWOOD LANE AND SEQUOIA TIGARID, OREGON _JLC��l Scale: , ,�„_ ,I— oII I CAR D OREGON1- -. _- _ _ __ ___-_ _____ _ - _ 55 S.E.SEMain St DRAWN BY: R.H.BK F E G , , 7 15230 SW Sequoia PkwyPortland, _ _ - --- ---- _ _._..___-- Orig Shel!RSite •- •rr 'HE F'kOPER*Y OF BAC'H7FNEk E� E(,TN'I " � I re on I ti NRI TTS N PERM6,�ION S PROHIBITE'1 c - - - _�, -- got2o •• •• • '• ' ' � Ph233­20)6K Fax ?"j9 -5969 � Date 8-20-94 ' _ � . IF THIS NOTI('E APPEARS CLEARER THAN THE DOCUMENT,TI',F, DOC'l1MF.NT IS OF MARGINAL QUALITY. 11I���1(�' 1 I19KII'IFn I(I�I �I�IIIjIII III; IIl� I�I �I i I�I�I� I�I;II! 'I'I�IIIII`!I!�lII 1lli�l ' I I�I�!jl� lli�l I III�IiTi' I IIII�IIIiIIII I lll�l�l+l�lji ( I�IIIII�IIIIIII IIi�IjI�I�llt�l 1�1�i�l�l�l��l�l! IfWINi MAIM IN CHINA III�IIIIIIIIIIIIlIiIIlllllllllllllll!!!IIIIIII!lIIIlIII!!IrIIIII!!!IIIl1lI!lIIII!III!!lIIII!!II!IIII!!!IIl1lIIIIfIlI{!lill!IIIII !!!Illlllliiillllllllll!I!IIIII!IIIIIIII!I!IIIIII!!II!IIIII!Ii!fIIIIIIIIIII!11( IIfIIffIrIlllli,IUIIIIIIII,I�,IIIIII.I.IIIII.,IIIrllltii,IIIhIllllllf�IlII11111I11I�11111„i 1 O s YWEL•X" L PANEL NOTES FOR ELECTRICAL ROOM ONLY E iR TRUNU 15 OR .'TRWSFORNEN RBDJ' PMNMRY 120%MSEC. 2I mOUR FIE CLOCK 120 JOLTLFOR EVER"JWJNU 1.11304111112 CONTRACTOR FOR EVENION UGNNNG ON NEZZ IN.CONTROUR IZO SALT i J01DNG CONTROL ED OR KIM ACT. ! PHOTO CEL MOUNTED ON POOPF FACE HORTN. 120 iO"N BURPING 1 PANEL RO/ONBP ANq`12 Cu.TO NDP +, YPJC IIRX(( II/BTXNN':U l((I IrO URN. l,'2" UNDEII GROUND Pull., TO TRw O i!T'ENT WRX ON M 10 M Cb. TO IMXSfONYER n UP TO�) TELEPXO�WD IMIR UZ[CONUVITS SEE E 1 ' ' �I o W B:�°E D.AM)._ ,,. ` PVG GOND ING Et fOR GONNE TELEPXOME BNCN BONED WSTAC.F➢BY GEN.CONT. R f1.RUORESCC 6 Cu.TO ON BOTH FLOORS. r l is t•EYT RRN(1),RCu.TO PWE'."_" FLOOR PLAN NORTH WALL ELECTRICAL ROOM PLAN and RISER SCALE: 1 /4 ' " 1-- OII - - I CONTACT PERSOP1 FOR PGE BRIA' : " ' OORE I CC ' ; ' ' .T PERSON FOR GTE S E DETA! LITH ! S SHEET FOR ELECTRICAL ROOMC .• " .. � .A _GADS . ! I I I E3 'Li 238 I -- - - - JiJE: _ U "dOCC 'JP! ED i 40 . 5 KVA �0`A'ER 14 . 6 ' FUTURE RESTAURA:17 185 B ! n A T . 5 U LDGZ_ \//��/) GHTNG 8 . -7 1 OWER 1 . J ;.:0' : ',IECTED --GAD 261 . 9 KVA F 1 / 8 � 6 0 7 / 480 VOLTS 3 0 4'N I7 CURRENT 5 , 954 AMPS I ! , I � Ell I I , r SEE E1 g' U L r D' N (C 3 26 2" 3 US F m"' W E R & L K`3j H T N '13 E-:) L A N - SCALE: 1 ;/8'' - 1 ' -- `J^II SEE E1 SEE E " _ - I PACIFIC R COPORATE CENTER 'es'°"ed '"° 'n9t°I,ed by: BUILDING 238 15060 S.W. SEQUOIA PKWY r-1C�7' r�[Tv I t M@@7 pmnmp wv TIGARD OR. 97214 ; Scale: 1;'8 - 1 _-- I am.sh6V;ETERO PAxy THIS DRAWING AND DESIGN ARE THE PROPERTY SI BATS PROHIBITED. ELECTRIC, INC. — 7- _ �1 . '... .. - - - - -- -. .. 55 S.E. Main go +� °�`�'�" USE OR REPRODUCTION WITHOUT WRITTEN PERMISSION IS PROHIBITED. LD1 -�F Hn t�Y: R.H. BACHOFNE C' I I g - - Portland, Oregon Ph. 233-2006 Fox. 239--5969 IF THIS NOTICE APPEARS CLEARER THAN THE r1FC� 5qqq gQagAApg DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. M111�Sy,TO,.µ'I�S RIE 1) d 111!111!I 1II!111!I!I!II !I!I!III!I!I! I !I!III!I!I!I! !I!!111111!II I !Irl?iI !I!!! I II!!!1tjr1tl 1 !!!Ii!!IIII!! ! IIIII!Ilili;I I !!!!IIII!!I!!I! I il!!!lil!III! Ilillll�illl!'I� _T - UM 000t RI aEw ndnn�i!1 uulnulunha;luu6ntluulm�nrlll�i„I11�luu uulnnVmhnl nnl�ndnu nuhm nulnumuLn��I,l,�,dmdunhunnn,�,dn�n,hm ,— n�,�imhm nulmm�,;hu, md,numdnn ,w6n�u�.�l • F. • � .',.•` �,•:is .,'_, ,.. � ., .. -- _.. - - - . .. ... ,.., _ ._. . j, I \` / O r - 9 J l 8• SLOG V5b ,j I A0, jvcf-�DI I i is I n O � �V 0 / 'tee 'mac �� �v ��'�` = O or 5. �, , S E Q U O I A VY I TUAIAT!N VA!LEI' FIP.!- MARSHAL OFFICE APPROVED . . . . . . . . . , CONDITIONALLY APPOOVED. . . . r APPPOvAL OF P 9 A NOr AN APPROVAL 09 OMISb'^N5 R AS04TS. PRINT[-,", SEE ONUAC LETYRR WV 2 re DELTA FIRE, I;;(;• 15230 SW Sc uola PMNry l Tly 20 s saDEC 1994 z0 11 or y FIRE MARSHAL'S OFFICE - I I UFNERAL NOTES STANDARD SYMBOLS • OH STANDARD SYMBOLS•UG SYM. TYPE MFG.8 MODEL TEMP. SIZE FINISH CANOPY FINISH OTY. NO. REVISIONS DATE DESIGN C RfrERIA CONTRACT WITH I ALI MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED G OCCUPANCY• L IGIFIT_ — NAME PAU6N CON4TjgUC.T100.1 PA G T R U T I PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT DIMENSIONS SHOWN THUSLY O -FARM VALVE T -POST INPICATOR � - ADDRESS •..— DM- SITY -.10 6 P NI i AR WHICH ARE END N END -DRY PIPE VALVE T -NON�IIS�NO STEM GATE _ __ / •\ (�j 00 �jQ PT BEAYERTO At o QE. PACIFIC CORPORATE G E t�1T E G; J EARTHQUAKE BRACING SHALL BE PSiOVIDED IN ACCORDANCE WITH NFPA REMOTE AREA- CITY PAMPHLET NO 13 � --FLOW SWITCH {' -FIRE HYDRANT •W/PUMf�ER � �1 INSIDE HOSE - CP PHONE �eLt '25D0 [3LI I LDINGS "ode- Z z OE � PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA L� -WATER Ml1TOA OONO "'� -FIRE DCPT.CONNECTION ^- OUTSIDE HOSE � APPROVAL4 �, I PAMPHLET NO 13 � ,I -- -' --• S W ��S Q u D A S PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 - ELECTRIrAL BELL f- --DOUBLE CHECK VALVr ASSEMBLY _ .\ j WATER SUPPLY I _ F � _ ___ __ T'IGAMP OREGIOQTEIINC. 6 JOINING OF PIPE AND FITTINGS THgEAOED„NO WELDED SHALL BE IN ACCORDANCE I" -DRAIN VALVE —+--- --CHECX Vi1VE / WITH NFPA PAMPHLET NO 13 ,� `7�( STATIC_ IOC � 2 _ __ T OWNER TO PROVIDE ADEQUATE NeA7 TO PREVENT WATER{N PIPES FROM FREEZING -GROOVED COUPLING s!� --NEW UNDERGROUND __ __ i RESIDUAL. go Q:11 3. _ TITLE ?Lq T V<_A 1�,1 FIRE P R O T E C T I O Its CONTRACTOR I IN AREAS PROTECTFD By A WET PIPE SPRINKLER SvSTEM e-- '�,• __ ZI I7� DATE 10-20-9 -EARTHQUAKE BRACE -EXIST UNDERGROUND — FLOW q, 4' SCALE I"* 'SO-O SH[ET I Olr 4 14T:o s W.T7hId • 9 STRUCTURAL \ILIrY O� H THE BUILDING RISSTRUCTURAL SUPPORT THE SPRINKLER PIPING IS CONT. DRWN. ACiG SYSTEM moo' �Ta24 soaleso-4010 THE gESPONSIBILITV OF THf.OWNER AND/OR HIS STRUCTURAL REPRESENTATPVE (�J -HYDRAULIC REFERENCE POINT ---••------•- -PUBLIC WATER LINE _ LOCATION S SE aid GIN _ S, w • w o n i IF THIS NOTICE APPEARS CLEARER THAN THE DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. Nil AM, 1,10ED ON WAN i0l I il. 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Po'ST I v AD%GATO R I I _' - �I G DG•- 1 t DOU 13LE I l 0LTEC.T0R GNE.GK VA. 1 4 VALLCI rjer MARSHAL WIU Ar'"4avE0 . . . . . . . . . . . . . . . . . . . n -- ---- ----- � PRINTE'? CONDITIONALLY APPRUVI. , . . . , APPF.U0AL Of"PLANS 19 N4 T AN APPROVAL r I 9 Hov 2 9 1994 CKOI is 04, Oft C`.10..4011TS 1611 91 -n LETTER, . . . . .. . . . ! .s PELTA FIRE, INC:. 15230 SW Sequoia Pkwy N Orifi.Shell b Site � 1 S E R DETAIL DIC U 1994 12 of 20 1-1 SCA L G • 1-o - FIRE M/,Nb11AL'S UfFICE GENERAL NOTES STANDARD SYMBOLS • OH STANDARD SYII'T OLS • UG SYM. TYPE MFG.6 MODEL TEMP. SIZE FINISH CANOPY FINISH Mi*. NO REVISIONS DATE DESIGN CRITERIA CONTRACT WITH d s��La RE►-1aestE ,ry _ _ I(i'S 11. EiRll�fi _ 1710 OCCUPANCY SPIriG. — NAME__ Ws 6RF-W C.O. r,/ '\� T f� U T ALL MATERIAL ANO EQUIPMENT *O BE NEW ANO UNDERWRITERS APPROVED �� ALARM VALVE POST INT11C 1TOR _ - -- _ DENSITY -- •�L,I ADDRESS- f ? PIPIN6 DIMENSIONS MiF.CENTER i0 CENTER EXCEPT DIMENSIONS SHOWN THUSLY (�) ,\` t-81 WHICH ARE E ID TO ENO it DRY PIPE VAI YE T NON3PISING STEM GATE y - REM:''I E ARE 4—j! _.— CITY___ —--"p - - —____-- .---. -- PAG1 F I c. C-(-)R Pa R A-T 1= C.E►�-T�E� I EARTHQUAKE BRACING SHALL BE PROVIDFD IN ACCORDANCE WITH NFPA W INSIDr!;JSE.. Q PHONE I PAMPHIE?NO 13 � FLOW SWITCH '`� -FIRE HYDR..IIT �W/PUMPER _ 1511-111 L a 1[�� ''j-'3f5 DE a PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE �.ITH NFPA T _ _ -,--�'JUTSIDE HOSE____� �'� APPROVALS — i �"t. WATER MO'T'OR GONG -� - FIRE DEPT �"'ONNECTION � } ��'- ,S � S�d 1.1 U 1 A PAMPHLET NO 13 4 --- ----- — f WATER SUPPLY --- I — _ _ FIRE9 Imcm ! 5 PIPING SHALL BE IN ACCORDANCE WITH NEPA PAMPHLET NO I) >Yl i FLEC'RIC/L Set 1, L� �DOUBLE CNiiCK VALVE AS4EIMaLy - -T"IG.A R D ORF_'�•IpR.I - - - ti JOINING A PIPE AND FINO 13' tHREA0E0 AND WELDED SHALL BE IN ACCORLANCE ♦-� -DRAIN VALVE -♦-- -CHEcx VAL-E - - t OQ _ - - WITH NEPA PAMPHLET NO 13 STATIC—. .—..—.__._._.-.._. - _._ ,_- CriVNER TO PROVIDE ADF.OUATE HEAT TO PREVENT WATER iN PIPES FROM FREEZING 1 - GROC'VEC COUPLING - -NEW UNDMIROUND _ � � '(0 TITLE P 1 P I hl ---- - RESIDUAL _ 3 —_ Pl..l�l�l _ -------- ---- - - — -- FIRE PROTECTION CONTRACTORS I. AREAS AL 'T etFC eY A WET PIPE SPRINKLER SYSTEM SLOW— Z-Ib�__-_—_--- a. -_ DATE 1 t- (-�4 SCALE le.-I-0 _ SHEET I c�P 1 -EARY114`UAKE BRACE <------ --:, EXI3T UNDf.�IGROUND N STRUCTURAL '...EOUAC"OF THE 6'IILDING SO SUPPORT THF.°PR':',KI-ER PIPING IS CONT. TaTse s.w.7tnl • t�ORTIJINb,l�q 9Ttza • 603/620 X020 THE REQ^�NSIOILITY OF T''q OWNER AND/OR HIS STRUCTURaL f�ePRESEN i At!VE LGL ATI 7N ��+ .St CZt LIQ 1/t. W 5 -- _--1 Awi*4. SYSTEM - ' I HYDRAULIC vEFERENCE POINT FUBl1C'WAr;R LINE .«.•.. .. .,....:..e• .www•a www�..�...�.�. �wr •�>•� ' nw ' Iv IF THIS NOTICE APPEARS CLGARI',R THAN THE MCIJP ENT,THE tX)CtIMFNT IS OF MARGINAL VUALI rv. N1 I(I�t Otil I1ll©I>I) II�Iji�lllll'I-IIIIIIII�IIlII IIIIIIill�lllll ! IliIIIIIIIII! ' !1!(I;Iflllil I Il(lsj!1111�1 I IIIIl11�lj1�l" I illilll�Illll I !lI!lll�illll Illllll�rfillll 1 Illllltll�!II I�Ill�f,!�I�I� •,. LAO[MI a1rM illllllt IIIIlIIII llllltlli�llllllllllllllulirllulllll IIIiINII HNINH IQIIIIiI IiI11N111lIIIIIIIhIIIIIIII Hni11+1111r!I_-�III�i1,irI11Ir IInInUlrullllnllfldnnlnir�11nI1IfIElIr► In�nol Ir 111111in111f!rtl lnlillr IIIII111111iI�H11:IIIlN1I I1111n11 Hllitlll IIIIIIIMI 11 � ' I 4 ,. - . .:_vuAf!ettiffi�.6r•` ,e i-n -41 111...�- -. 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Q - L/ -1 r _ � � �� _ CH'CKED BY: 00 y My �-LS REVISION _ / '�-� �,��. ' s� ♦� \�— ^ a a " s S CLOSING I IY DATE: \� �' v ,/ /��� •s / `--� __---_--� 5���" may, • \�a o � .. :i /.' � - Y . - - '.+_ !. ✓ _ _ �( r_` .��yr� �y' POND u. __ V' \\ tro Z = �i � _--- - '-_ -- - :. AO ,YI 1 y - e LEGEND - "- - -- NOTE: THIS P� FOR WALL ELEVATION REFERENCE ONLY. / _ �� `�'- _ _ _ - - - - - - � � SEQUO - -_--- ":�` W RETAINING WALL DESIGN AND SPECIAL INSPECTION BY OTHERS. / f Y 5•W SHEET { Y v W i -� a lam. fir.........: -.Jt'i, SH I IIs J PROPOSED ROCK RETAINING WALL Z J J ;r rvt -.,Yy I r Q O WALL REFERENCE I ,., I ^ ,I / � ? KVV ���p� P K TW PROPOSED WALL ELEVATIONS I G Y Q, �BS.00IBW TW m fOP OF WALL U BW . FINISHED GRADE AT BASE OF WALL I f s I $ -.- IR? EXISTING CONTOUR ELEVATION Of JOB No. �I to 3 Irn 152M�SW sxpudY PYwr PROPOSED CONTOUR ELEVATION i I i fn a 294048 1AS". ° ipl j0'wI b �� II _ AMMON T(. SITE PERMIT #940014 8/5/941---- IF THIS NOTICF.APPEARS CLEARER THAN THE �rp1tDDq pp•ypp�ppy DIYCIIMENT,THI,DOCUMENT TS Or MARGINAL QUALM. n111 l(T� II I`'I H,I) �I�III�IIIIII IpIIII�IIIII IIIII�I�IIIII I IIIIIIIIIIIII IIIIIII�IIgI I IjII1�l�ihjl I gllljl� 1 IIIp�IIllljl I III�III�I�III Ij111I1 Ijijq I IIIjII!Iillll I�Ijljl Ijijlj ® I■RI wwaar —�� 30X Intim mdnu mdm unlRlluulnnhndnnunlun nnlnunndnnhnhm nnhullunlnu udnn nuhnnunbm unhm nn6minnlnuuulhanu,duu nnluu nnlnn nnLm nnhm nnlnn neon nlr.nn nnlun UILnmrduo IIa .. -. �rnrrRrrurr. alRaeaAlTIIIIIYYYYYYYYLiOsl���.�Jll��e r O U O t� (V U ROCKEI=� RY DESIGN ,FDACIFIC i CORPORATE Tigard , For PACTRUST I r"o 1*14, •w'.�+711C.i V. G� c� 00 O LLJ V) to M COVER SHEET °- Geo * ��1530 SAN Sequoia PkwyMEn ineers L . Shell & Site FIGURE 1 I f 20 cD i W THIS NOTICEAPPEARS CLEAaER THAN THE 1�9 ' DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. I1�I L11 EI) � jlli � i i ) iil ; l l � ljlji ; iiljl ! ' Ijljljll ; iji ! ' ! ) I � lj ! ljljl � I ! ) ijili � ljlj ►. ! ! ji"j� l ' lll ! Ii � ljl1 .C��;�� ! ijlj � l i � ljl Ii ; ili � l " I ) = ; III � ! { ljl Ijl � ljl � � jl � l � ijljljl I � 1 � 1 ) I� I�� I-� I� l . INCH ! MADE IN . ANNASL r �I IIS 1I I III ii'rr� I ! i ii i i { 4 fll�ll►111111!(11{lIIIlrll{Illl.,,ilr„IIIII!!!!!11lIlrl!l�I,1I�I!!l�lf!l.,,llll.,l..,!!I!!!l�,llll!_!!!�i!!!,!!!i,lliltl4..Ilfiitlilttiill�tlfi�lllllllll�,I111111I�illl�,I!l�IIIllolll�tly�.!l;;llloSlll!!Iili� !Ill4itli !�` „I I11� 1 � III II" I 7_ C' (n W O M N U DESIGN PARAMETERS— DESIGN OF THE REINFORCED SOIL STRUCTURE IS BASED ON THE FOLLOWING PARAMETERS: FRICTION COHESION, C MOIST UNIT ANGLE, PHI WEIGHT REINFORCED WALL FILL 32 0 115 PCF RETAINED BACKFILL 32 0 115 PCF FOUNDATION SOIL 32 0 115 PCF EXTERNAL STABILITY OF WALLS: MINUMUM FACTOR OF SAFETY. BASE SLIDING == 1 .5 MINUMUM FACTOR OF SAFETY. OVERTURNING = 1 .5 HYDROSTATIC LOADING = 0 REQUIRED GEARING PRESSURE = 3,000 psf f+ .. •.ari! l CN 0 7` U00 . t O L1 cD ®r—eAs �too LE:IG�I CHART/DESIGN PARAMETERS 1�23C SW Sequoia PkwyIlEmineers Gni,,. Shell & Site Geo I='IGiI�RE 2 15 of '� �\� �D �0 � 04 IF THIS NOTICE APPEARS CLEARER THAN THE '� DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. M �CTA-51 99VED j ! ii { ili { ! { i { i ! � ! � ! { ! � i { i { iii { i { ! { i � i ; i { ii � i { ! I ! { i ! { iii { i ! ii { ! { � � � � i � i { ! ; { � i � ! � , iii ! i ! ISI ; f � �,��iE• { ! Irlilliliilii { il � � ii � ili { IIlIi � ilili � ia iii { ili��l�Ti { i1� i � � � � � ��� �� , . - IN 1NC41 MADE IN CH KA - I i c t 3 4 1� 1 1 1 tt I 11 � � III�IIII�IIIIIII;IiIIII !lllilllllllll�lill�f;!lil.li! ��I �I!!IlIIl�!!!l�l;,!�.�lIIl,l, l�li, I I !! �III,,IIfiIllll II!!li!diillilllili�llIIIll�iflllill�IISiIIIlllil�lll11111l�':lillllil�Illllllll�llll�,IIIIIIIIIIII,IIlrl:i �lli!!!li!!!;!!!!li!!! I'lit!!li�l!IIIi!lilil!!{ilI!�!1!III111�1!lilllll�lilllI ! �! " h h U W a 01 r- N O / U Rockery Face Batter not Steeper Than 5(V) to 1 (H) 7 2 .0010 oIQP Oa4o � 0 o oVo t� p 0 0 �a4 o vd OD Caa�o 5 0 0o c O a oCOC11r_—' / Backfill: 3/4" to C> �� • / 4" Crushed Rock 0000cS .n C: o - S4ope as Necessary o o 4" Minimum Diameter Perforated -� v 0 PVC Pipe 2% Slope Minimum©o� Wrapped with Non Woven Geos nthetic with A.O.S. Equivalent to #70 Sieve Size. �-Crushed Rock or Dense Soil with First Course of Rock Seated into it TYPICAL ROCKERYECTION .- NOT TO SCALE co •.f✓ t •,m:~ `' + W16 (/� a '+�, ' �••+ r! G r a15230 SW Sequoia Pkwy � • w+~ ,�6�,�. SECTION DETAILSOrig. Shell A Site 1 Geo MAE@ E i 1 16 of 20 sneers FIGURE 3 r- ��� cn N IF THIS NOTICE APPEARS CLEARER THAN THE DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. T • 1V, I � IF D 11111 � �WITH E , i► � 11i t ! ill iIII I i I ( iJill 111ill I ._. 'l, INCH MA(W IN CHINA . I 1 I(I!Ii�1�c�1i4s�t�1i11(fail{IIIII {�ll11` �sc�6,'E�l11l�iliilll �w iildnII�1 lliI1 11111fill f111�11!!�{!19 li!{�1111�OIi111;1{�IIII ,Is��lilll���1�`OlIIols�i1111�11114'111�II I�Ili1�{III�II{lillllJ111f�;1{,}ll;I� 0 U CONSTRUCTION GUIDE W INTRODUCTION craftsman in Rockeries generally act as a gravity wall to resist lateral load. Important elerr�ents of a 1 . The individual constructing the rockery should be c.r� experienced and skillful 9 o rockery are 1 } its size, weight and shape, 2) friction developed between individual rocks (internal rackety construction. -� ,. 'c ion between the base layer of rocks and the underlying ground, 4 passive 2_. The contractor should use sufficient space so that he can select among a number of rocks friction), 3) frit Y � '�- developed b soil or avement in front of the rockery, and 5 Ic.�t+gyral land for each space in the rockery to be filled. Racks which have spaces which do not: match to resistance to sliding p y P N r resisted b the rocl.e the spaces offered by the previous course of rock should be rejected. Rock must be o acting on o y rY tabular, or semi—rectangular shaped; any rocks of basically rounded form shall not 0 Internal friction is very difticult to quantify and is, in part, dependent on the rock strength angular, at the contact and, to a large degree, on the skill and judgement of the builder. Int,rnal friction be used. over time true to weetherin of the rock and from rockery movement. 3. The first course of rocks must be placed on firm, unyielding soil. There must be full can change 9 end surface or Rockeries typically experience a "settling in" during and for some time after construction. contact between the rock and soil which may require shaping of the ground YP les are, subject to additional late,,-al load that causes additional movement due slamming or dropping the rocks into place so that the sail foundation conforms to the rock Also, many rocker to wetting of the retained soil or other factors that reduce the strength of the soil. For poorly face bearing on it. As an alternative, it is satisfactory to use lean concrete in which to sea g constructed or marginal rockeries, movement can result in loss of ii Aernal friction and a rockery the first course of rocks or to use 3/4—inch minus crushed rock into which the foundation rocks are seated. The bottom of the first course of rock should be a minimum of 1 foo failure. below the lowest adjacent grade. 4. The rockeryface shall slope toward the bank being protected at not steeper than 1 � I HT but not flatter than 1 H to 3W. specifically designed for given situations, the maximum rockery heights should be (horizontal) to 6 (vertical), Unless p y 9 as follo.vs: 5. The rocks should be pla, ad so that there are no continuous point planes in the vertical or 1 . No more than 7.5 feet when retaining compacted f;Il with a 2 to 1 (horizontal to vertical) lateral direction. Each rock must bear solidly on two or more rocks below it and so there slope above the rockery. is no sign of instability such as "rocking" or "tipping" of individua: boulders. The rocks 2. No more than 9 feet when retaining compacted fill with level ground above the rockery. should fit so not open spc:ces or voids larger than 6 inches exist. Rocks should be placed 3. No more than 10 feet when used as a facing for stable cuts in undisturbed native soil or so that there is sorr a bearing between flat rock faces, rather than on points. Horizontal or reinforced earth fill with a 2 to 1 slope above the rockery. nearly horizontal joints should slope downward into the material protected (awGy_ from the 4� No more than 12 feet when used as a facing for stable cuts in undisturbed native soil or rockery face). reinforced earth fill with level ground above the rockery. 6. Spalls should be used behind the rockery rocks to block spaces and, where necessary, to g 5. Where surcharge loads act on the rockery, the maximum height must be reduced. wedge between rocks and to lock them together. This should also serve to prevent washing 6. Where the required height is greater than the maximum height, a stepped rockery or other of backfill material through the rockery. types of retaining structures should be evaluated. The minimum horizontal bench width, 7. Backfill between the rockery and the adjacent soil face should be a minimum of 1 foot wide YP measured from the back of the rockery, should be 0.91-1 for fill slopes and 0.61-1 for cut and consist of washed and screened crushed rack ranging from 3/4—inch minimum to 4—inch slopes, where H equals the rockery height. maximum gradation with the majority about 1 inches ir, particle size. The backfill zone must be filled and thoroughly tamped as each course of boulders is placed. ROCK UALITY 8. if there is seepage or a potential for infiltration of surface water into the backfill zone, Q Q All rock shall be sound, unweathered, weathering resistant, angular ledge rock. The longest special drainage measures or sediment filtration may be required. !f these conditions occur, dimension of any individual rock should not exceed three times its shortest dimension. Acceptability a soils engineer should be contacted for further advise. P Y of rock to be determined by laboratorytests provided b the contractor from a representative 9. S:irface drainage above the rockery should be diverted or collected and carried in closed sample of the material every 100 feet of wall or as determined by engineer. con::+jits to a point below the rockery. a. Absorption Rockery construction is an art and depends largely on the skil! of the builder. Although (Corps of Engineers CRD—C-- 107) Not more than 3.0% rockeries can offer significant lateral restraint, they are partially indeterminate d they present unusual risk relative to other retaining structures. Even when the foundation -stained b. Accelerated Expansion ( 15 days) material are satisfactory and the rockery materials and construction appear satt5.actory, there is (CRD--C- 148) Not more than 15% breakdown some risk of movement and failure. c. Soundness (MgSO4 at 5 cycles) Not greater than 5% loss (CRD—C- 137) ¢��~x ..���"t"^"tint..�',� " r*�• C • • i 1� r d. Unconfined Compressive Strength 14 500 or renter ' ? 4,-, �' — (reapproved 1979 Intact strength of g t ' `' ' " •F ASTM D 2166 66 ( pp ) fjy o The most important dimension is the horizontal thickness of the rock measured m perpendicular to the retained soil. The minimum thickness varies Leith the height of the rockery providing �f�. �rr``�� ads to be carried b the roc':ery. The rockery can be tapered in thickness p g 6, � � end lateral to Y or exceeds the following: ~ w that the thickness equals � Minimum Rockery Thickness (including embedment) M 44 inches 11 feet a 40 inches 9 feet 36 inches 7 feet ,��r�, SPECIFICATIONS 28 inches 6 feet �0 4 feet Geo %.,Zm� Engineers SHEET 4 22 inches M N L 15230 SW Sequoia Pkwy Orig. Shell & Site 17 of 20 IF THIS NOTICE APPEARS CLEARER THAN THE DOCUMENT, THE DOCUMF;nT IS OF MARGINAL EQUALITY. 191171 fl'� LED f { � � ljljl � llljijl Ill � iji � ljljlll Ijljlji I ; Ij ! I � Ijllljl ljl � Ij ! ! Ijlj6ji � llljijllIlj � jl ` ll �-� +� ! Ili { ill i � , '; i ° i ` ijijl � lI� I� �� i � 1ii�� ; . ' I I I 7 I1 (3 INCM MADE IN CMINA41 w 2 51 0 �I 1 1 I a 14 1 I 1 ' i I � IiI f i t 1 Till ii 11 ti iii 111 i i i i i t +i t i l i ii + ii Ilii t� t1 f ' t 'i t t � !tt i1 till w t I It t t : IIIjIIIIIIIIIIIIt!lIIIIIII!!IIlilll,,,Iilll!l,Iii!!I{I,,.,IIlIII!!IIlII.,l ,II;,l..,IILEI„I!!ill1.il,itll,l1,II.IIlIil:,IIIIill !i�lllllEililllll{,l.E.,Illlllil�lllllii. �lll,,,,!„III„I, �,I.�l111�iffiiilil{ftl,9fflltl+t,illll{tltitllllllillIIIl�+IIIIIII�illllllll{Iillil�lllflllllll,tll,I,�= ) �. RMal. _... ._ .. 7 :. -. -• _,. . . ,, .. _ AAAA ,,..:' yI , _ .... 7 i 1 GENERAL. NOTES 1. 1fRIF Y AND CONI-iRM ALL CONDITIONS PRIOR TO START OF WORK AND WE C 0 NOTIFY FNG0+EERING OF ANY DISCREPANCIES. GRAPHIC SCALE 1- --�� 2. SPECIAL INSPECTION, UDC 7014 AND 7015, OF ALL GRADING PER CITY 5 OF TIGARD. C-) ------� W u i4 K. ID No 3. SEE SOILS REPORT PREPMP.EU BY GEO ENGINEERS FOR SPECIFIC COMPACTION � -- c � u7 fl AND SUBGRADE. AN (Y M O0 IN p-� I - - 4 LANDSCAPE RETAINING WALLS BY SFP!•RATE PERMIT. MAX. ?:1 CUT UNTIL 1��' a r t, to t I corn 4a JL PERMIT ISSUED FOR RETAINING WALLS UNLESS APPROVED OTHERWISE BY y0 z 0 OD CITY OF TIG ARD, AND APPROVED BY SOILS ENGINEER. 0. N Z H x cv �•._ c /PSA ^ ' o� M __ >r SITE BONITA R W c• Ni Q r w /nom• W 4,0 0 ! l A per`* 0 (n C) r) Q C. ' c- Z (u 0 ^U) ` REDWOOD LANE: W w rnN 5 SEQUOIA PKWY' N � o rn Z 30C3 W N O -ri Y • c) 0 0 C c� 00•_ a i N TE R., TA TE 5 --- - - - --- --- ---- - -- - MAX. 2: 1 CUT THIS AREA UNTIL (Y FINAL BUILDING PEP+.IIT APPROVED. l ac W BASE FOR PACT l.' .:. 1'i 1,,�.,iC CENTER SIGN l IC`t' C", :/ `�'�•- �_ ^- `` `" -� r�Al RI`--�Ek .v--r• . .. - ..--.fes T Y \\✓// _.. ..:.,`+`•_+ _ _• `11' _ �•I 00, C Lr RETAINING WALL VICINITY MM) til _ V FUTIME BLDG #209 ` - =! "�' ` -` _ a_ LSI FF-102.0 Mill < INU Fjhw- kx)G #238- -. -' R iURE Ek-DC- +237 FF-W.0 R� A T� l.,� �S- _� F�F-�16f.0 __- P g Afjyly� , -I��` \` `��.1` 5 _ -. 04 I - _ ._. _ 91 "�' 18y FOUNDATION/ t � `\ 0 b.�'` `• .`'``�.tz� CL ILjj - - t .\ RETAINING. WALL 2 195 184 1 �' ..�1` `�•.�" "",, . - \\ I �_ 1B ~' ----- _ �. � .. 1 F� EN TER ON - — - 1$ `: "'� lee 4940 e --� �'� _ `"` SECnND FLcX)F: `• .� - J � ,ey —. - --- �B7 ,_' � ~-`,. ' - •-� 199 - ,� V �`�': `� -`� � I I m- 192.0 I _ _ NOTE ROUGH AD - ACROSS BLDG 2:1 M. X. 97 N C _ - _'-' •—•-- : "ter _ •. 1 _ --- UNTIL FOUNDATION -- `3j' t -- _ PERMIT APPRO _ . 196 - _. .190 � i � ... `-' • _._l • '- _ _�y is : r 1 _•r'1, - _ 0 kip 01� f a\ --_-- '.- - •f- ' �-- l - 1 \ � OF R.rruRE BLM t23e r a ► _ ,•-� I 7 �� FOUN MING W RALL 17Z 1 ••� 1 I `.. I_.. iF. :IRA `•�--=- � \ '`-' .... _ _. .` , , � N BLDG #235 UNDER T10fV __- - J I L` 1 _ FUTURE BLDC` -w241 FF-75.95 I _ 1 III 171 72 - - FF-t76 5 • - - - - _ - DATE::0 NATE: ROUGH GE A;ROSS BLDG 2.1MAX.A15" ALAT UNTIL FOUNDATION 170 PERMIT A'PRGVEDWOOD POS! P1F t SAS LVn .d L HEC KNEDBBY: 3 _ _ F, w ! -- .,� MAP 175 `-.. 75 _ --. — ' ��� 'tea =� 1 - / •.,` REVISION ` Imo„ 1l 'J` ,-.�. ' a � ', "�►.. -..,,, �.. .,,. � � -...... ,�--... 174 /' •\r 1 EDITION CLOSINGN _ DATE: r . _ O - - - _ y-•-�•' 1 ._ ._.•..` -' -r- TM `�••- 1 ts �h S l �f\ ' 'r. 'E�,_. •`\`�\" �. � •+- ���- — -- _ �. _ - - .�. ............ � _.... ••_••-`•. --� -_ `•" . \ `` ~'1� •('•''i ,r�.'r -- - 'yC •"�" • �..-__ .sem•_ ti N a„ •,t� i ' ', 1 . -'.- r ' �s� f �+i,r" �o-`o-. p `•.. "`...., ``` i.�xY�i"bt - :Y• ..--.. ._---"-'...�-'' /'�'..'� - _ Y� � _ �_ `` M r.�. .M ..I--^- ..✓^'-AAAA.-.....-- -.'l+y.-y..+ r_ Ag _ n_a. -_� - -- �� .••./. I^ 1 "ti.._„ - -.. '"^'+..,,,. 1• ..»_.._- _. - a� .rim '_ '•'- ._.-...... .. t � r ( � I Jamt ✓ W� I -•�'-'' }' n,< -�.•. I#AFA "�- "-.h.._ _ _ M' .1- ^.• .r-- _ __=_.-- ......-.u- - -....... I _ _ ._ tll 'r.i••' '}/ n�:`y. w..•.� ' ..,",...+'f.'... ...""•..✓'Tr',.•^"• .r'^"'.-•."•'"•. wACXLNZiI EN'uINEERIVG IN( ,'1 ! I /`i i ••"'_". _.rte 1/ , 'll r r 1,..\,� �;\ .' . ""_'_.,-....__._..I,r., ..._. -.._._-. -"• Mf _,,,.,,, ..••i'• •..+ r" ''�'-""'_ �� © IiA4 AEE RIWTS WSERM) ` reams•'•'"' :"r• ef. .- .•l� ",.• A� �� THESE DRAWNCS ARE THE M RT r p- y... SEQUOIA P "FFi� c��y — . - � ��oN�,o�E""uscnc. w .. � "+:,'„ _ '�"c w �'-,, ''•' • `u DUCED IN ANY MANNER Ex Pt MtH uj tom•�f'' r R oa *"IT FEN PEdwiss+a+ OF WE 1. SHEET uj 9y y Q �Z' LEGEND-- -- --- - -- — I ^_RA_D IN • PLN 0944 4 o G 1 I I t' In l O I I Q _.._.- ....220 - EXISTING CONTOUR 201 PROPOSEDCONTOUR l OF (nJOB NO. cl !: 1 15230 SW Sequola Pkwy 1 n U� ji I�I Orir) Shell 8 Site I � I I ���1 O�� � rx 1 B uJ 20 1 { is , 1 ( a ` II AB RESUBMIT, MD IF R GRADING PEF�M T 3�-29-941 ��I.a ► I t � iii ..�_ — _. _.._._._.._ _ _ _.__. ------. . ! i IF THIS NOTICE.APPEARS CLEARER THAN 7'HF. gg DOCUMFNT,THE DOCUMENT IS OF MARGINAL QUALITY. N I I�W(Ai i",gK F.1) 11fl lijili IIwjr[Trr 111m1piw I I1I1111Jill ii ! ;11111111 11111 I i�l�{�I�IIl�� Ijl�l�l11}i,�� If%*at D -, --,--!•�-----r— —,n- �"' ---err- II111111;11111lIII IIr1111111!IIIIlII!�IIIIIIIIIIII11—lit 1,111111111111 111111 IIi-olIII!ilf!IIIIIIIIIIIillll't.!1!:Il.IIUII111►1111I1!:;r;lll�llil IUllllll IIIIIIIIIII►IIIIIIIIIIIIItIII 1111IIN1 IIilI11N INIbIINNld,llil IIIIIIIii fI 111111IIIIIO!,1!111lllIIIIImIII!IIIIIIIIIIIliit!1;II)hn . �III�JIiY�ll�llll�►1 . r�llrrlli■rrnrtt. � �. _ .. if f f 7 i \ -'-- -- �1`P �P �P �, •. -_ _ „ STRAW BAIL SEDIMENT//' ��'`- RETAINING WAILL \ x bARRIER 3 ROWS) IL _,A SE: _ IN ____1*01" -�"�_�g9 I �JO ?12 - aIJITLETI AT EAST ?'rt0!'ERNAGE LTEY L1iJL� T -1 - 0W r� ✓'� — ���" t EXISTING CATCH BASIN UNTIL SfOR� r f--- ti �NE IS CONSTRUCTED. '' ` Q , GRAPHIC SCALE FUTLW BLDO #23M _ _ 186 FLar� �.}��. �_.._ FF-182.0 \` ".. �' - •',.` _'�`�., do Rp so 7.o O t—----- --'--^r C3 C'4r� � .- UI ( III ICLEI ) d co i I 1 _ - _ ! ` ,� ..-�� . l�,gMp - ,, i >i>oolr - 4o tc z Q x F I fy Fes* y F,1TURE BLDG #237 t/�� `_ ,ice 18 -._ . _ -� '\ t PF FF-188.0 I _. _�_ _ — 19 �''� ��� i `�` _RS T� r _ , ? w �' "�•....-_. ._- � \. ` .` ^, -_.-- I \ ,._ --•_._ `�__ — 2� "�.,_`'�`•,,,•,ter~~,-1\�,l��\�\ `•` � 5 - oa; - --- '•" �\ \ •. -•,.,_ �_s 204 -..�..�. -dip�-,...'�' `' � .. _ "--.,�,_` 7 Qv ,..'� _Y -�o O lam. Lr) 2p2 N N SE011111E11ITN!:E (CWRDINA,TE / s - _ JeS 1 C ~ 191 , 201 � � ��` ` ` ^= �� W ' o rn 184 J i AfFI^.jF,_AEPO�`CONS rRUk tT ` _ -- " 7 ?� O N - _ - \ , w < _ 189 - ' 6 CD 1 -`��, 190 STRAW BALE SEDIMENT -_ i �. _ U 0^ _ 8e �` w N 00 \ •� 1 ��� .. ubr T FENCE BARRIER (3 ROWS) \� _ _ _ /� Z 2 3 O �\`\ 181 .-� '� ���� -• - 18 � B�.DQ #24 _ 1 _ 199 \-` �.. Y rr C _ �c3s _ _ o = C 1971y~ =;—"� .` - f 3 a a_ a. 1 -- gp 'y--� I I 196 ._•^ 4 � IEt�T FENCE �i • • pe► 177 -.. �•-``` 18 `, `"` -, �� '`" y ��'�' ` 176 `�`` _ _ - ". `_ �1 `\_ z 190 7 J - CYc=:#D, . ', • �,`� �� �, • ��`' \.,- `\._ ' \1 ` 1. ., `, X139 �` _ JS O L_ BLDG #238180 tS C V J �t 1 � ,./'�'�-- ` -- _-.__•.-- I _ -- �_ 1 �. \ �\ $ des �_� ,. FF-175.0 - W SITE DEVELOPMEN• ✓ 2 STORM DRAiN SEE I)F'FICE DEPOT �� T DRAWINGS SHEET SD6 FOR EROSION INLET PROTECTION J TR PAN THISAREA, /--�, T FENCE 171 j __� 1 l« 1 r, 1 , ,,. ='°• ____ `, SEDIMENT FENCE( .4 ` ' N � &.D(�I #23. TTSCONSTAl1�C"T10N `,►° t � ~�— �--- 112 y/ 1 — -- ��� - _ 1 `,.- Ftl111F�E BLDG 424`� �% -.•� - - - - t _'_""`_ 171 --�-` _ " --'�----- _ __ FF176.5 r 170 171 J> _ - "• _ Y_ aL a ''�. �• _ �J J 't` ' _ t--�_ 170 .. —._.____._.�_-_. .r- -�.". �` •_.�• --�.._ ��- - "�� --.. r-. _ r ._-... I 0 - js BTM 86,75 \ / 'r_ "'� - �A� \ ' Z EN � 4 � I 'y �` 1�n f y/' ..� .. 1,. �,,. .:�•-'--'—__•;t.rr�..... _.._-,�,-.�... ,� '"u'"r••,., ^tiy,- ,! I.,� i �J// C'1 - � ( � r,•.. ./ 1 - ��, .,," ..•aI-"•"f-.r.:. - "'•-•-�...,1_Qy... �„ �.---''"�" q1"' ( ' I I ( ( `"�..'�.� � .. lel .. Q •'. _.._ 31 ti, ._� , - Y� /_--- - --•-.�` rte_ ENTR - s � _ - •.� ' \� ,~ \ ~ � z Q .I'� •,�_. - ...•••r '`� �. '� �...- -._.1� �` i• ; c �.. ",�L�d // - _.. �,�, 0 ryo.r .-tl y._- '- -__"�IM.�w•w'_Ab._...... Oak 1; Tr MIa- l _.I: M,. 1.--~"" ---r `- '-�`" r� p r ^```, r"„� _ SEDIM NT FENCE 4 J _W r EROSION CONTROL PLAN ``N -r`_' y VIFL CONST r �► - - O `--�;...� .. I;al......_ ... . , , •.�---�" J�,r•-= L�' END �' � `, •--_ --•'` ��.-_ �' --_.__ _=-'L- '�.�,✓==-" -----�" „�- n.-_.--�'T..r-+.r_ r bl;E .• A Rucnc�. I' I I , �iii ...•-'- -''�� --_ _..._..-- _ � 1 .�� , --.. v . �,. -~ .__ ,.. �. ._.- .•.s-�'. . ,l,a,.--- .. ;.�,...-,, I _ n PROPOSED CON1vUR � � - - � - O o•---��•• o SEDiMLNT FENCE, SEE DETAIL 4/GR2 STORM DRAiN INLET PROTECTION. SEE f�FAil_ 2/GR2 W z Its STRAW BALE SEDIMENT BARRIER. SEE DETAIL 1/GR2 Q EROSION CONTROL NOTES: STRAW BALE SEDIMENT BARRIER GRAVEL CONSTRUCTION EN MANCES STORM DRAIN INLET PROTECTION TEMPORARY SEDIMENT FENCES °- 1. Construction activity to consist of rough grading. PURE! 5E- PURPOSE: PURPOSE: F!VaP-Q.VL 1 2. Total Site Area: 13.3± ac TO REDUCE THE TRANSPORT OF SEDIMENT FROM A CONSTRUCTION SITE BY PROVIDING TO REDUCE THE AMOUNT OF MUD, DIkT, ROCKS, ETC., TRANSPORTED ;�'JTO ROADS TO PREVENT SEDIMENT FROM ENTERING STURM DRAIN SYSTEMS PRIOR TO TO REDUCE ''HE TRANSPORT OF SEDIMENT FROM A CONSTRUCTION SITE BY A TEMPORARY PHYSICAL BARRIER TO SEDIMENT k REDUCING RUNOFF VELOCITIES. BY MO'OFt VEHICLES OR STORM WATER RUNOFF BY CONSTRUCTING A STABILIZED PERMANENT STABILIZATION OF DISTURFIED AREAS. PROVIDING A TEMPORARY PHYSICAL BARRic_R TO SEDIMENT & REDLC iNG R11;4OFF � `(�` Disturbed site area: 13.0± ac PPO OF GRAVEL AT ENTRANCES/EXITS TO CONSTRUCTION SITES. VELOCITIES. � 't�' � (Does not ,nclude Building 235 site: 2.1 is ac) r 3 1650 y CSN!l�1llQNS_10fFJFRE PRAC�E AP2j,IE$L .OQI.1pIjLONS WHERE p„@�CC��' APPl1ES: C 3 All trucks transporting saturated soils from the site CONDITIONS MtLBE PRACTICE APPIIFS CONDITIONS WHERE PRACI :E-AL'P_L1ESL shall be well sealed so that water seeping from the soil cannot MAY BE SUBSTITUTED FOR TEMPORARY SEDIMENT FENCE FOR INSTALLATIONS WHERE STORM DRAiN INLETS ARE OPERATIONAL BErORE PF.RMANF'IT STABILIZATION OF LESS THAN 200 LINEAL FEET AND FOR SINGLE-FAMILY OR DUPLEX AT ANY CONSTRUCTION SITE WHERE TRAFFIC WILL BE LEAVING THE SITE AND Of THE DISTURBED DRAINAGE AREA. DOWN SLOPE OF DISTURBED AREAS WHERF RUN01F MAY OCCUR AS SH_ET drain from the vehicle. If truck Is no sealed, the loaded truck IS C� required o rema'n in places until the water dripping from the RESIDENTIAL CONSTRUCTION ACTIVITIES ON EXISTING LOTS OF RECORD. MOVING DIRECTLY ONTO PUBLIC ROADS, OTHER PAVED AREAS, OR OTHER ADJACENT TO AND IMMEDIATELY DOWNHILL OF UTILITY TYPE CONSTRUCTION IN RIINOFT. saturated soil has been reduced to less than vie gallon per hour PPPROVI_D ACCESS POINTS. EXISTING PAVED AREAS WITH CATCH BASiN DRAINAGE. before leaving the site, AT TOE OF SOILS STOCK PILES. r AT THE 70E OF SOIL STOCK PILES. D.ESllal`LCRITF�/ 1:CIFICATIONS, IN EXISTING, UNDISTURBED DRAINAGE DiTCHFS SWALES USED TO CONVEY AT INTERVALS AS INDICATED ON SHEET GR1 ALONG THE CONTui-IRS OF 4. Effective erosion c�ntr,N i; required. Erosion control devices /` DE.rlsifY.�61IEf31ALSP�CIEICATIONS. LARGE DISTURBED AREAS. DATE' I DRAINAGE THROUJ,H DISTURBED AREAS OF CONSTRUCTION SITE (AS AI_LC'ACD SEE DETAIL ", SHEET GF2. must be Installed and n-Olntotned meati,ry the D.E.Q. requirements. BY THE JURISDICTION). SEE DETAIL SHEET GR2 FOR STORM DRAIN INLET PROTECTION. The City may, at any time, order corrective action and stoppage or MATER'.AL SHOULD BE 2" TO 4" QUARRY SF'AI_LS. AT GRADE 1'?EAKS EXCEEDING 20X work to accomplish e'fective erosion contro'. BERMS MAY BE REQUIRED -G' DIRECT DRAINAGE TO F1.OW THROU^,H THE. FILTERS DRAWN BY: DUGN CRS -�1C AND PREVENT BYPASSING OF THE IN'_ETS. FOLLOWING DISCHARGE FROM A SEDIMENT TRAP OR UNC. 5. Effective drainage control ie required. Dra;noge shall be IHE GRAVEL P/,D SHALL BE. AT LEAST 8" THICK AND 50 IN LENGTH, WIDTH T ° SAS controlled within the work site and shcll be so routed tho! SEE DETAIL 1, SHEET GR2, FOR DETAIL OF STRAW BALE SEDIMENT BARRIERS SHALL BE THF_ FULL WIDTH OF THE VEHICLE INGRESS & 7GRESS AREA. ,r,T NO TIME SHALL MORE THAN A fNJE FOOT DEPTH OF SEDIMENT BE ALLOWED TO -- ad cent private property, public property, and the receivinq system ALONG SLOPES. ACCUMULA I I_ AGAINST STORM DRAIN INLET PROTECTION MEASURES SEDIMENT MUST SELIMENT FEN':S SHALL NOT BE INSTALLED ACROSS STREAMS. CHECKED BY: )° p p p y p p p y' ADDITIONAL GRAVEL MAY HAVE TO BE ADDCD PF't10DiCALL-Y TO MAINTAIN BE REMOVED AND INLET PROTECTION MEASURES RESTORED AS NEEDED TO MAINTAIN � are no adversely impacted. The City may, at any time, order corrective STRAW BALES SHALL BE STANDARD 40 TO 60 POUND RECTANGULAR BALES OF PROPI.R FUNCTION OF THE PAD. THEIR SEDIMENT TRAPPi►'G AND FILTERING CAPABILITY. t;N CR1t- ._ _'' r_.;LFICATIONS:. SAP action and stoppage or work to accomplish effective erosion control - - CEREAI. GPAiN OR SEED STRAW. REVISION^ 6. Permanent erosion control at all slopes 3:1 or greater to be by IF THE GRAVEL PAD DOES NOT ADEQUATELY REMOVE DIRT AND MUD FROM SEE DETAIL 4 SPIFFY GR2. � EDITION approved landscape ground cover. landscape design to be STAKES SHALL BE WOOD OF SiZ': AS SHOWN ON DETAIL 1, SHEET GR2, VEHICLE WHEELS SUCH YHAT MUD AND DIRT TRACKING IS EVIDENT OFF SITE, � • p CLOSING � submitted with building site review, 4311 other sloped oreas scneduled DRIVEN THROUGH BALES AND INTO GROUND TO A MiNIMUM DEPTH OF 12 INCHES. ADDITIONAL MEASURES MUST BE TAKEN. SUCH MEASURES MAY INCLUDE SELECTION OF FILTER FABRIC TENSILE AND BURSTING STRENGTH ik � DATE: for future to be hydroseeded wiih fie!d gross mix. HOSING OFF WHEELS BEFORE VEHICLES LEAVE THE SiTE O:t OTHER CONSTRUCTION CHARACTERISTICS DEPENDS ON THE SUPPORT FENCE. FABRIC ATTACHED TO STIP.AW BALES SHALL BE KEYED INTO EXISTING GROUND FOUR Tn SiX INCHES. TECHNiQUESPNORK OPERATIONS MODIFICATIONS. WHEEL WASHING SHOULD CHAIN-LINK FENCE NEED NOT POSSESS THE SAME_ STRENGTH AS ONE HE DONE ON THE GRAVEL PAD, AND WASH WATER SHOULA DRAIN THROUGH A ATTACHED TO A FENCE OF 6 BY 6 INCH REINFORCING WIPE. SELECTION IS STRAW 13ALF SEDIMENT BARRIERS MAY BE L rT IN PLACE OR USED AS MULCH SILT-TRAPPING STRUCTURE PRIOR TO LEAVINC TiIF CON'.T'RUCTIQN SiTE. THUS BASED ON STANDARD ENGINEERING PRINCIPLES. SYNTHETIC FILTER 2--2"x2_"x3' --- ALTER COMPLETION OF SiTE WORK IF APPROVED BY THE JURISDICTION. FABRIC SHALL CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO PEGS EACH BALE CONTRACTOR IS RESPONSIBLE FOR ALL MEASURL-S REQUIRED TO KEEP PUBLIC PROVIDE A MINiMUM OF SIX MONTHS OF EXPECTED USAP!E f•ONSTRUCTiON AT 110 TIME SHALL MORE THAN A ONE-FOOT DEPTH OF SEDIMENT BE STREETS CLEAN AT NO ADDITIONAL COST TO OWNER. -- 2' X 2" WOOD POST AT 4' O.C., STANDARD LIFE AT A TEMPERATURE RANGE OF OF TO 120F. EXISTING M47ES:_ AU.I)WED TO ACCUMULATE BEHIND STRAW BALE SEDIMENT BARRIERS. OR BETTER OR EQUAL AL'ERNATiVE: GROUND a SEDIMENT SHOULD BE REMOVED OR REGRADED INTO THE SLOPE, OR THE USS. SUBGRADE REINFORCEMENT GEOTEXTILE UNDER GRAVEL PADS FOR ALL BUT STEEL FENC;- POSTS.Ir ALL MATERIALS TO BE IN GOOD PF YSICAL CONDITION TO P OVTDE PROPER 1. EMBED BALES 4 TO 6 NEN' LINE OF BARRIERS INSTALLED UPHILL OF SEDIMENT-LADEN BARRIERS. CONSTRUCTION OF A SINGLE FAMILY/DUPLEX RESIDENCE ON F.XST. LOTS OF RECORD. PLACE POSTS AT 6 --0" O/C MAX. SEDIMENT RETENTION. INCHES. FILTER FABRIC FENCE l —TOE OF SLOPE, OR 36" WIDE ROLLS l T AT NO TIME SHALL MORE THAN A ONE-!-OOT DEPTH OF SEDIMENT BE PROFILE GRADE CHANGE x=20% 2. DRIVE STAKES MINIF'JM FILTER FABRIC OVER C.B. � ALLOWED TO ACCL'A4UL.ATE BEHIND A S__MMFNT FENCE. SEDIMENT SHOULD 12 INTO GROUND BE REMOVED OR REGRADED INTO SLOP' S, AND THE SFDiMF-NT FENCES SURFACE. REPAIRED AND REESTABLISHED A5 NEk DED. -GRAVEL FILTER 3 ONLY TO BE USED FOR 4F-1110 f/AMtNM ENGINEERING INC r? ` INSTALLATIONS OF LESS - / ( S P {I 119 All.moNTS RESERVED THAN 200 LINEAL FELT. 18" MiN. 1 �rLtrFS S I TNtsE ORAINNoARE nE rR TI Ar '.' �K •- 1 P�iE PGS 0' I MACKENZ[ tNCI BERING NC. I E.I r r It. P M/' AND ARE NOT 11)BE R.E E Orm ' 4 - �/ 4 () '4 /11 TH[ P M ANY MANNER.EXCEPT YR TN . (j THt PR17R 1YNITTEl1 rrRMISSInk Ar r.t.l RALES TO ^ ' FLOW - --rt.l, r11 I / ���SPQ,�' 8 BUTT TOGETHE SHEET - 2-2"x2"x3' PEGS EACH FLOW \ �, / / _ - -- ------- 1' BALE !'�^': ' ^ -EDGE OF SiTE / I 01 GR2- C!EARING iSTUREIANCE N 2" TO 4 _ NATIVE BACKFILL — TOE OF SLOPE '' \ QUARRY SPALLS r I,..,. 1. , I /� 4" MIN_ NATE: - -1 �- SUBGRADE REINFORCEMENT �, ' \J� PROVIDE FULL WIDTH - JF N - ; CATCH BASIN GEOTEXTILE REQUIRED. OF INGRESS/EGRESS AREA BURY @M TOM OF- CONTRACTOR CON.R.>CTOR SHALL REGULARLY INSPECT FILTER MATERIAL ----- '---- � FAE0C BARRIER AND CLEAN OR REPLACE iN 4" X 6" TRENCH. JOB NO. Pl.�Ed AS NECESSARY TO MAINTAIN EFFECTIVENESS 18" MiN. DEPTH - - STRAW BALE SEDIMENT BARRIER 2 CATCH BASIN SEDIMENT i'ROi�_ CTiON_� � C ONS�FRUCTION ENTRANCE: 4 FILTER FABRIC F=ENCE � � _ 294r�4� 2 N.T.S. nal ( 2 N.T.S. Lpl --.— __ -- — ._.___.. - I INTRO �a -Tr(Ji 15230 SW SI'quole Pkwy ►J.T.S. u3i�, N.T.S. A` S ESUBM[TTEG FOR GRADING PERMIT_3-�29-�94 Ory Shell S Site 19 of 20 i t IF THIS NOTICE APPEARS CLEARER THAN THE DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. i;i;i;t� i tliltli1lllll i IiIII;I�II;;I i i;lllil;llilll I I;!Il14111111."11 11 I mot DI emm11h1rih1111111l nllhnl Ilnhn1111(lbin 1i1i11iittun111i1,11111lmttillmlhlnhm nlillnl n111111111111161nhnitllldnli�il►► I ••... `�...,�-.._.••._.. * �``�•�,T' - �14R.M_�HA.II`1..11yLEI� I1� EROSION CONTROL NOTES - _ _ i. Construction activity to consist Or topsail excavation. ~�~ `� `� -� - -- j ~' �~ / "� ��� TO PREVENi SEDIMENT FROM ENTERING STORM DRAIN SYSTEMS PRIOR TO ' ~��•« � PERMANENT STABILIZATION OF DISTURBED AREAS. r-- 2. All trucks transporting saturated soils from the site sholl be well sealed so that water seeping from the soil cannot �~�- -` drain from the vehicle. If truck Is not sealed, the loaded truck Is �'^�_��„�w"•'~•••.. '�-••... �`"�• l;;Ql�(1(IIJS 1kHEKE PRACTICE-APPLIES: required to remain in place until the water dapping from the �_ •-._ \ "� ~ '� ` � r rn Go -,..,� '""•••--„,,�"� �� WERE S`iORM DRAIN INLETS ARE OPERATIONAL BEFORE PERMANENT STABIUTATI(Nd W I�r, oC9 _�� ` �� OF THE DISTURBED DRAINAGE AREA. p O N saturated soil has been reduced to fess than one gallon per hour "OGZ- _ _�- -----•__.__• ! _ '' ~ Ot�` •� t before leaving the site. ---- _._ _-�- -- -...__ ._ \� �- \�:” _ -y `�1 ^r. ADJACENT TO AND IMMEDIATELY DOWNHILL OF UTILITY TYPE CONSTRUCTION IN U EXISTING PAVED AR WITH CATCH BASIN DRAINAGE. - '�- _ �. ' ' '^-- EAS 3. Effective erosion control is required. Erosion control devices - "" ____ N must be installed and maintained meeting the D.E.Q. requirements. .___ -� ~� - _ ��� `�� ~ rn , : '------__ _. ._._ __ _ -_ _ y���� . ti'^~�, "~ ..�..�� (2ESIGN CRIT:R1A�FSIFICATICNS: M The City may, at any time, order corrective action and steppage or �`'~- -- \\ �'� ~ �� work to accomplish effective erosion control •_, ---- _ ��''• ��~ ~�.,, ~` BERMS MAY BE REQUIRED TU DIRECT DRAINAGE TO FLOW THROUGH THE FILTERS Z Q I "yam �, `\ _ _~ .�-/ ��'�., ~~~ � �_�'`~`' AND PREVENT BYPASSING OF THE Ill _-- • a U iI drainage control is required. Drainage shall be �1 ^~�`^. 1 --- �� ~�� ~ ���-~, �.�` AT NO TIME SHALL MORE THAN A ONE FOOT DEPTH OF SEDIMENT 3E ALLOWED TO W 4 Effective t,► a M Q controlled within the work site and shall be so routers that - - _. .-..._- _ - _ -- - ` _ ACCUMULATE AGAINST STORM DRAIN INLET PROTECTION MEASURES. SEDIMENT MUST adjacent private property, public property, and the r eceiviny system - -- \� _ - �` ~ �` BE REMOVED AND INLET PROTECTION MEASURES RESTORED AS NEEDED TO MAINTAIN W '� ere not adversely im acted. The City may, of any lime, order corrective ' - �_ '` ``�� " THEIR SEDIMENT TRAPPING AND FILTERING CAPABILITY. _ m O _ z 1 • Y P \ '� _ action and stoppage of work to accomplish effecti•�e erosion r,,ntrol. \ \ ��'�. �_� ` + �`""- STRAW BALE SEDIMENT BARRIER N �`�' `^~._~-•.._ -1 -_., � �..\��-- "-� `""-�.. ----__..__-•....-----• ....._. 4 ..�1F `• __._..._. _ _ _ _._. PURPOSE, rn • O a) S W _ � I TO REDUCE THE TRANSPORT OF SEDIMENT FRUM A CONSTRUCTION SITE BY p � � � PROVIDING A TEMPORARY PHYSICAL BAP.RIER TO SEDIMENT AND RECuCING RUNOFF W p i 200 VELOCITIES. (•,� 3 m �Nil I I �'� _� r ..�.- �'• `.-` `~•�„ -. .� I_T1S�ILS—WHERI= PR9CTICE APPLIES: Z 3 I LLJ (A MAY BE SUBSTITUTED FOR TEMPORAFY SEDIMENT FENCEINSTALLATION NSTALLATIONS OF LESS THAN 200 UNEAL FEET AND FOR SINGLE-FAMILY OR DUPLEX • N v m i 1 _,`� �� _� �`� --._��' `�^ �.• RESIDENTIAL CONSTRUCTION ACTIVI+'IES ON E:ISTING l_0T5 OF RECORD. Q 0 ---..� AT TOL OF GOILS STOCK PILES 0 CL CIL - .__ .. --�-` __� �._,,,� ••••.."„,1' 1V EX1S LING, UNDISTURBED DRAINAGE DiTCHES/SWALES 11SED TO CONVEY I �«"'•^•,,,,-_. _ --.__,_.,,~� -... `----...,,1 -_ VRAINARE THROUGH DISTURBED AREAS OF CONSTRUCTION SITE (AS ALLOWED BY THE JURISDICTION). L�1 . __ .- _ --_ _ - - - •_ .. ... . . . . r '"" .•-.._'`""-- -_. .-..__1� „•-- __M1 �'"'�-•,.._._•,.� �.". 12l:StC�J ;L SEE ~ �`',-• `"- • � � �`"^---,� >� SFE SiEET Ct, FOR LOCATION OF S TRAW BALE SFDIMENI ?ARRIS LLJ w ALONG SLOPES AND CATCH BAShS. • -. . . I l ""••---..,.,..�_� •'`"�----.. 'G •` STRAW BALES SHALL 8E STANDARD 40 TO 60 POUND RECTANGULAR 8AL1:5 OF UZ ,,{ Z Z CEREAL GRAIN OR SEED STRAW. "•L, / S I ARES SHALL 6E WOOD DRIVEN T IF C� THROUGH SAAND INTO GROUND TOLj --- . _ _ _ - _-„• 10 0 ___ �� • •.•- � I ..__.-._- A MINIMUM DEPTH OF 12 INCHES STRAW BALES SHALL BE KEYED INTO EXISTING GROUND FOUR TO SIX INCHES. [Y— C) y CY --«- -__ STRAW BALE SEDIMENT BARRIERS MAY BE LEFT 1N PLACE OR USED AS MULCH ~-•---•---_._. '- AFTER COMPLETION OF SITE WORK IF APPROVED BY THE JURISDICTION. AT NO TIME SHALL MORE THAN A ONE-FOOT DEPTH OF SEDIMENT B.- Q X Lj Q ALLOWED TO ACCUMULATE BEHIND STRAW BALE SED0 IMENT BARRIERS.SEDIMENT SHOULD BE REMOVED OR REGRADED INTO THE SLOPE, OR THE v/ � �.l„f (Y- NEW LINE OF- BARRIERS INSTALLED UPHILL OF SEDIMENT--LADEN BARRIERS. �, / I _ EARRIERS SHALL REMAIN IN PLACE AND BE MAINTAINED BY CONTRACTOR UNTIL (� GROUND COVER HAS BEEN SLIF''1rIENTLY ESTABLISHED TO PREVENT EROSION AND V `�� � ' ~_"~•~,� Url r"1L OWNER ACCEPTS WORK. " TEMPORARY SEDIMENT F . N 100, \� <Y ... -- .ATE ARE APPRGk1MEA 011� EXCAVATIOr I, MAX. DEPTH-2 FEET TO REDUCE THE TRANSPORT OF SEDIMENT FROM A CONSTRUCTION SiTE BY U PROVIDING A TEMPORARYPHYSICAL BARRIER TO SEDIMENT AND REDUCING RUNOFF VELOCITIES. r tl'. i' � o -_'' •--.___� CQWLUQMi_M:ffRF PEACLL E APPIi LOT 6 �, ~•,,,, r, , ;\ ••'•'""--„~,``��` RUW��LOPE OF 015TURF,E'D AREAS WHERE. RUNOFF MAY OCCUR AS SHEET ,�, ?” TO 4 \\ QUARRY SPALLS � AT THE TOE OF SOIL STOCKPILES. �✓' PROVIDE FULL WIDTH O _ AT !NTERVALS AS INDICATED ON SHEET Cl ALONG THE CONTOURS OF SUBGRADE REINFORCEMCNT' LC r"f 7 -- ,� LARGE DISTURBED AREAS GEOTEXTILE, AS REQUIREC OF INGRESS/EGRESS AREA \ _W y -- --- . AT GRADE BREAKS EXCEEDING 20%. P" MIN r FILTER FABRIC FENCE ° CATCH BASI�v '� FOLLOWING DISCHARGE FROM A SEDIMENT TRAP OR POND. � Q SEE DETAIL 3/C1. 1 \ \ I �'t�P GRA i I:. [1= 170.73 ``�. EY r2iiiiii`-� DRIVEWAY SECTION BgrE cR�.T� E`I��1C9.?� SEDIMENT FENCES SHALL NOT BE INSTALLED ACROS ,IRs AraS. DESIGN CRITFft(A/SP F1CATI PROTECT STORM INLET SEE DETAIL 3/C1. J o c WiTH STRAW TALES OR B10-B".CS. U 2" X 2" WOOD POST AT 4' O.C, STANDARD ' OR BETTER OR EQUAL ALTERNF,TiVE. ' ' GRAVEL CONSTRUCTION ENTRANCE SELECTION OF FILTER FABRIC TENSILE AND BURSTING STRENG YH r` •.,~ �'� �� (� SEE DETAIL 2/C1. '�`"`• CHARACTEFiiSTICS DEPENDS ON THE SUPPORT FENCE. FABRIC ATTACHED TO \\ STEEL FENCE POST. w �` � .,.._.._..____.- CHAIN-LINK FENCE NEED NOT PO`_•iESS THE SAME STRENGTH AS ONE PLACE POSTS AT 6:-0* 0/C MAX. � o _____ AT7ACHEJ TO A FENCE OF 8 BY 6 [NCH REINFORCING WIRE. SEI�CT!ON IS Z Q FILTER FABRIC FENCE -- _, . �_ PROTECT STORM INLET ( 1 " p� ASTIC �I�E_ THUS EIACED ON STANDARD ENGINEERING PRI`ICiPLES. SYNTHETIC FILTER a 36 WIDE ROLLS X "I \ r jC: WITH STRA`N BALES OR BiO-BAGS. 1 ! FABRIC 5H CONTAIN Ill RAY INHIBITORS AND STABILIZERS TO .. c �T(w �, -„ PROVICE AAMINIMUM OF SIX MONTHS OF EXPECTED USABLE CONSTRUCTION L_ Aw PIE LiFE AT A TEMPERATURE RANGE GF OF TO 120F. O RL1f�r�.1 IN (E;� ' '�"'�»•� �"" � '--'--`-'-'""" MATERIAL TO BE iN GOOD PHYSICAL CONDITION TO PRC)V1DF PROPER J _ SEDIMENT RETENTION. CL �..�.. _ _ • y «.� � LII ALL S _.... _ - �- AT NO TiME SHALL MORE THAN HONE-FOOT DEPTH OF SEDIMENT BE -- _ - "'��•• rU r•' ""- Q ALLOWED 70 ACCUMULATE BEHIND A SEDIMENT FENCE SEDIMENT SHOULD O MH _ BE REMOVED OR REGRADED INTO SLOPES, AND THE SEDIMENT FENCES �y CN -} \ �/ r \ REPAIRED AND REESTABLISHED AS NEEDED, S SHALL REMAIN IN PLACE AND BE MAINTAINED BY CONTRACTOR UNTIL I �• '`~�. 1 ��'•-- -._.:_..,,..--• . `�. � BARRIER 1 '� ""------- GROUND COVER HAS BEEN SUFFICIENTLY ESTABLISHED TO PREVENT EROSION AND T•� ''�-.` 1 - . ;�'^ �.. r/. I;;: `'� +ar _�/ __ , �.�`••.,� UNTIL OWNER ACCEPTS WORK. 1 � i '-• -_. a .�_ •—_•. ".•'"::.�,,,,.,, ~t'` l r. IAJ, ,'�wr � •..r"*. �'`•............•..''�."..,_,~, n �~ �.�.._ L:4ZNq&_ N� I GRAVEL CQ�15TRUCTI N ENTRAIyCU , �,...,` _ __ _.,.__.� _ - _, >, ---�. :_ ��,• r,• A,; �� F'CS;,Ji.) av, ' A KFIL'_ _. . l '�' �� y `, �_ T TRANSPORTED ONTO ROADS 4Cr14-'� NATIVE e C I I ..•,_ � •� `'-•-� • w - " „ /r ~ •,. Jr" �A,��" ":•�_ - � -• � TO REDUCE THE AMOUNT OF MDU, DIRT., ROCKS, ETC., , 4" MIN. -••__ !_ _ �- l! %j -�� ~�L it h'' "V �,F .' �� BY MOTOR VEHICLES OR STORM WATER KUI�OFF BY CONSTRUCTING A STA3IUZED beN , B'.RY BOTTOM OF- c SEQUOIA PARKWAY �•� ; �'r Jf Jl / If�1 ��' S ,,_- �;``_-' _•__`� -� �"� ""'" PAD OF GRAVEL A7 ENTRANCES/EXi`FS TO CCNSTRl1CT10N SITES. r iLTER MATERIAL 1 S•W' S E�Q ~ U f IN 4 X G TRENCH. ( ' "`--. #3- 0 C9I1I2LTION5 WHERE PRACTICE AI'P1.IESL k g 30 95 _ ~ 7rz_. .�( `�.��_ i =-: �= .. ` : AT ANi' CONSTRUCTION SITE WHERE TRAFFIC WILL BE LEAVING OPE SITE AND EXPIRES: - ('� :' // /JI q_"�r �' -� ""� . ' '"��Q / �" - MOVING DiP.ECTI_�' ONTO PUBLIC ROADS, OTHER PAVED AREAS, OR OTHER DATE: EROION CONTROL FENCE - -- _ INI( 3 ------- , 1. i ` f' /!/ �, „`; C ! •. ..�~ fd -. � ,� -. =. - APPROVED ACCESS POINTS. -14-94 --.- .- ! I +. f�!-• ,.1. "'� -•` "., 'K _`' "w. _. _ _ pES1l CRIT RIA/SPEGIFIGATION L DRAWN BY: SA Ali ...,~ /�} __�- y _w SEE DETAIL 2/Ci. S . BE 2' TO 4" C' ,".RRY SPALLS. CHECKED BY: _ -•- - b -..___ 1� _ _ MATERIAL SHOULD �/ �/ i THE GRAVEL_ PAD SHALL BE AT LEAST II INCHES THICK AND 50 FEET IN LENGTH. Ni SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS AND REVISION i EGRESS AREA. A 20-FOOT MiNIMUM PAD LENGTH MAY BE ACCEPTABLE A5 Ti 1 EDITION APPROVED FOR SiNGLE FAMILY AND DUPLEX RESIDENTIAL CONSTRUCTION �i dl CLOSING SITES.) DATE: ADDITIONAL GI'AVEL MAY HAVE TO 8E ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION OF THE PAD. 1I i Ell W `----._� " ---••-- IF THE GRAVEL PA) DOES NOT ADEQUATELY REMOVE DiRT AND MUD FROM VEHICLE WHEELS SACH THAT MUD AND DiRT TRACKING iS EVIDENT OFF SITE, '-•••r, i / ADDITIONAL MEASURES MUST BE TAKEN. SUCH MEASURES MAY INCLUDE Ii. 1 r•. HOSING OFF WHEELS BEFORE VEHICLES LEAVE THE SiTE OR OTHER J CONSTRUCTION T�CHn'IQIIES/WORK OPERATIONS MODIFICATIONS. WHEEL WASHING SHOULD BE DONE ON THE GRAVEL PAD, AND WASH WATER SHr�JL` C.r Q DRAIN THROUGH A SiLT-TRAPPING STRUCTURE PRiOR TO LEAVING THE Q Ni t ; ,+ • i j � ,� Q CONSTRUCTION SiTE, CONTRACTOR IS RESPONSIBLE FOR ALL MEASURES REQUIRED TO KEEF � ' STREETS CLEAN AT NO ADDITIONAL COST TO OWNER. _ I V1 ' ' , � USE SUBGRADE REINFORCEMENT GEOTEXTiLE l!NDER GRAJEL PADS FOF ALL ,� MACKcptR FNGINEEPiNc r,+c LLI BUT CONSTRUCTION OF A SINGLE FAMILY/DUPLEX RESIDENCE ON ,es+=L�ON1S RESLRVED Ct Y Oc TIL I 1 EXISTING LOTS OF RECORD. ,rsE DRANINGS ARE THE PR Eil + �CNENIIE ENgNEERING INC.}QMi�EI. -r I I .0 ARE AN M BE 4,EXCEPT 01t OTT IIUCEp IN ANY MANNER SMI Ili I 1' IIIE PRI(K1 Mt+IT TEN�f1�M155H)•1 Of M E I U` >f1EET i z _ C1 Un EROSION CONTROL ('LAN LEGEND 1" 30.0' o o EROSION CONTROL FENC,- OR STRAW BALES _. O'_ IDH Pio. 0 STRAW F,AL' OR E310-EAG INLET PROTECTION 0 294048 1x290 SW Sequoia Pkwy bag Shell A Site --� 20 of 20IF THIS NOTICE APPEARS CLEARER THAN THF. 1110('IIMENT,TILE DO(LIMENT IS OF MARGINAL,QUALITY. I(I(III(III!ii!IIIiIIII(Illj! I IIIIIII�IIIII I'lll!lli�lll;l) Illlllf(IIIII I ±I!li;l�lllll I'!I11;,1�1�11! I IIII�II�IIIII I'IIII!il�ll±j±IIIIII!ill�lllll►� I ±IIII�IIIIII; IIII!!I�Ililll� INCH till 0 cNrwl i±IIIIIIIIIIIIII111tins!IIII!Ilnll', !IIIIIHiI!IIlI!I11i IIIIIIIII ilil!lI11 II!!!'iii!II1111111 IIII!HlIIIIH!IIII Illillili III,iIIIIII!II!INI 1111!IilIIIIII!III'illli!IIIIIIIII�LII;!I111ii111 IIiI!IIII1111111;1,IIIIII111 ii1l�Nlllllhi;.11 nllbll)!nilnil!nIIIQII IIII!lilihlll!tlgii!i� 1a' �,� , a � � Y •aAr •rr+A r J 1!f •j. I I r , I� c� �I I •� ! 4 4 1 It i I �a ) A 1 J i 4 J .,'�" •^'� _. qw-+I. •i�'.x,4"..-'r•.Y„„�MM•"�”^� r••s+IM.r' ti. .r `tw w. a*�w. ir+r:. :A.rwY sn" .� i DEPARTMENT OF LAND USE & TRANSPORTATION WASHINGTON LAN-, DEVELOPMENT SERVICES DIVISION #350-12 155 NORTH FIRS f, HILLSBORO, ,;)R 97124 —+1 COUNry, PHONE: 503/640-s4r0 OREGON INSPECTION REQUESTS (24 hogs): 503/640-3561 or 693-4415 F�xmit # . i):iiG� .i"-�t r't• - �.� # P0048r)2:: ;.;�i.t,� �If'tlr�?'.•.. Pago& 1 Appl 1eea 03/22/9Q1/22/9Expir+_s ^9/ k8/9'j 06/05/95 on . 01 COMFLE C P,*rmit Tit.lP A PLACE TO EAT LV OTH i}esc t 1ption THERMU:3TAT S gtan . 03/22/95 '�h Adar.ass IS21p )W ME 1101A PK. T1 owner Names INSPECTION - TIGARD 4q.tc'n D App.1 icant Nam•z AMERICAN IMAT IN1 Phr.,ne numb»r 239-a6riri va1uat. Io' t) App: : ,i• ,_, Ynsp�►�:t+�r �:c�mtrer>t�r ReYer"t''�_._... .__ r _ Rlrt UE.ST ERPI)k 1 i Plumbing 1`lernar�i cul 61 Structrual H%t t i r.of l . ......__._._.._._._..._ _.__.. .__. . ._....... _..._._ ---... . _._. __, .r..... _..._ .._ .._.._.__. ......_. . ._._ ... General inspertea Ly st c 1 nspfect l Cin ,Re�Yuetst�.y n Low 0411 E UfilO!'iJ95 kI � 1I ;b'K 331 35 .. CG;:'T 1 FI COTE til ( OCCUPANCY Circ CSF T1%A"7,%6/AkRD PF,RMIT #. . . . . . . s 8UP9 r COMMUNITY DEVELOPMEWTDEPAAIMENT I)ATEr ISSUEps 1215/26/95, j 13126 SW Hall Blvd.Tigard,Orogen 97223 9199 (503)039-4171 j � WAF'tC;EI _r. a 81 1 i'ClN .004aQ1 ,31TE ODDRE G. . . ' 15230 SW SEQUOIA PVWY SiUBDIVISION. . . . s ZUNINCis I-F' BLOCK. . . . . s L.OT s CLASS OF WORK. :NF.W 1'YPIE: OF USE. . . 3 C;C)M OCCUPANCY GRP. s A3 OCCUPANCY L.OAA o c'67 TE:NAN 1' NAME. . . s PLACE TO EAT oomarlt%: A Plane To Cat_. tonant impr oVemPlit ° Owners _...__.._._._._.._..... _ __.. ._._...._.___..._ - r AL7 RUST 115115 SW SE-01JOIA FWWY, SL11-fE am 1 10ARn OR 97224 Phorlr #s Contractors ___.w_,______.____..._.__._._..._....._ ._.... .._-----__._ GA BENTLEY CONSTRUCTION INC ' PO BOX 363 URE GiVIPM OR 14703,10 1'.1h o n e> #i 661 -,c'103 Reg #. , s 1361870 � r This LortifitAter ertif'ies that the above referenced bi.lilding or partion t;her&of h-1n bean Inspected for COmplianCe with thi± Tititrd Building Cuda for^ '-I.e grpl.rp and' division► of OCC:upancy Slid +_nae far^ WhiCh the Bove referranded' pet-luit ' was i !sal.led, and occupancy is he3rf�by granted. _.._ LGING. 1 ,1 ,1 1.:TOFx Erl1. CNG CIFFIC1Rl. POST 114 CONSPICUOUS PLOCE. 4 . I :Srdi+ .. PP a CITY OF TIGARD C6PAP'AUNITY DEVELOPMENT DEPARTMENT 13125 SW Hall Blvd.Tigard,Orogon 97223.8199 (503)839-4171 PUILI1INu F:'EnMIT DATE ISSUED: 05/03/95 PARCEL. 2S 11,21)0 -00400 311"E ADDRESS. . • : 1C,'_.*'ft- 5W 3r.'-�AJOIA r'{<WY e SUBDIVISION. . . . : ZONING: I -P ILC)C}�. r • . • r r . . . . � I.. . . . . • . . . . n . REISSUE: FLOOR AREA' .. . EXTERIOR WALL CONSTRUCTIO' � CLASS OF' WORE. :ALT FIRST. . . . :86 65 s f N: S: E. W1 TYPE Or I:CL. s":CSM 7ECOND. . . : if PROTECT OPENINGS? TYPE OF CON T. :DN TH I RD. . . . : sN S.- E3 W: OCC:UPANC:Y GRI-'-. -.0---' TOTAL. - _ ",._ IC-65 S F r-0OF CONST:B !'IRE RCT'' -Y 1"'.CJPANLY LOAD s 267 BASEMENT. : S f AREA SEP. RATED. :','TOR. : 1 I{'f. t A P A r;C. Bf CCCIJ CCS. R)TI-D: 35MT^ :N ME!Z`:N E ROD OET3ACKS ('LOOK LC}Al). .. ,. . la f L.R"?: ft RGIIT; ft FIR E'I;L : `r' 3MO1: DET. . :N DWELLING UNITS: F:'7NT : ft REAR." ft FIR ALRM:N HNDICP ACC:Y E? :Dr,m3: I3AT'vin: I hl;' ;URFACC ,00 ' F r�O 'EGRR u N PPRK INC: VPL UE. >ti: 7187 Remarks: Install 6 awnings foo A Place To rat Owner.: FEE S PACTRU51" t ypsa amolat-It by state r^eccot 451AC 5ti"1 5f'( llr :; }:f'.L)r'. :'iJITr PRMT L,F3. Crd JC 05/03i'3`a 95 "C. ,n ,. 3 PLC'K $ 44. 53 JD 04/24/95 95-264566 TIGAirD OR 971' `4 F i'QE 1 ,:'7. 40 JD 0`/0 7,i'? 95 Phone #: CPCT ,x. 4.3 JD O.J/1213/95 95-26493,' i Conte~ac:t aI. , ES&A CUCENE MGN 1C AWN I N'5' 1.; J.O OAE':r`i-1T^1l RC]K'Il' Phone #: 11 i4.,. 3C, TOTAL Reg #. . : 95792 REQUIRED INSPECTIONS -- -This perait is issued subject to the regulations contained in t4 T'r�a m i n q Ins} Tigard Municipal Cade, State of"&e, Specialty Codes anu all other I n s i.l l a l ion I n s I.: applicable la«s. All work will be dose in accordance with Gyp l oarri appro"d plans, Tthii persit will expire if work is not started ^cusp Ceiing 111sp within IR 6qs of issuance, or if oork is susperled for eo-e Final III SPewt i Ilii than Ise days. P IN I in` 1,t e e ';1 y n.a z Call fov inspelc:t io=I 639-4175 i n .... - ti . r. tr s{ : 9 r Commercial Building Permit Application �(�� City of Tigard f 13125 SKI ht?tJ Blvd. h �c,� (ceo# Tigard, OR 9;223 (503) 639-4171 C Jobsite Address:15-12Q k 1()I t CKL J�-2 _� E T�� EAC Sulo, * Office Use Onix diiant: 1L n 3' Pland(/Rec # Permit #__+ � , 1 _ ) •'� ) _ Owner: Map & Tl # •.. , ry 1 1 c !- `� Ctit'�y�L3 G Address: _ �� J, I.�_SF Approvals RW ulred -T i /l rZC) C)k -_ - Planning _ Phone: _ 1��,- �Z y- (o Engineering,�� Other \Contractor: E54 A JI(otJ t (�,,,1^► Nt� Address: I ZI U cmq K(�hl( �A 41I li i _ U' I Type of const: Cil.-�►l r it�� Occupancy class:�i (�( ' t �(A\ Phone. �SCC��,'_�-i� -5�410 � Sprinklered? Yes No Contractor's License # G��`��- (attach dopy of current Oregon license) Sq. ft. of project: y lI Se_ 7 1 _ Contact name & phone: �-� �e�.�)ufl ('�C•tiVzn(1Cf ti�5`'{ulp - - Story ;1st, 2nd, etc.) Proposed use: Architect/Engineer: _ Address: Previous use: SAMA. Note: Plumbing & mechanical plans — - must be submitted at time of Phone: -` building permit application. JOB DESCRIPTION: Lf,_,tulCL4 �9 G� lUr�,� x L.,' y" u C' ��,e( { Un CtLijr-I,n�Sd� Applicant Signature & Phone number _ -- C 6--,44 7� Received by: _ Date Received. Permit# Account Description Amount Amt. Pd. Sal. Due T� / j, 7 (��U--�---- Bldg. Permit (BUILD) C.C� SV Piumb. Permit (PLUMB) J�v Mech. Permit (MECH) State Tax (TAS() Bldg: Plumb: ' Moch: L Plan Check (PLANCK) Bldg, Plumb: Mech: _ Sewer Connection (SWUSA) Sewer Inspection (SWINSP) - Parks Dev Charge (PKSDC) I Residential TIF (TIF-R) _ i Mass Transst TIF (TIF-MT) -_ Commercial TIF (TIF-C) Industrial TIF (TIF-1) Institutional TIF (TIF-IS) — Office TIF (TIF-O) Water Quality (WQUAL) _ Water Quantity (WQUAN-f) 00 Fire Life Safety (FLS) _ Erosion Cntrl Permit (ERPRMT) Erosion Planck/USA (ERPLAN) Erosion Planck/COT (EROSN) TOTALS: e. ti CASE HISTORY FOR CASE NO.: BUP95-01-11 PA:-TRUST 15230 BW SEQUOIA PKWY g4�Jl;i'a Action Descripticxi R4q/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Dane rale Date By ------------------------------ "------ -------- -------- ---------- ---- --- -------- --- BUPCO20 Plan check by 04/25/95 / / 04/29j95 APPR DS 04/29/9S llH BUPC100 (F) Issue permit / / / / 05/07/95 JSD 05/01/95 JD DUPC740 Framing Insp / / / / 05/26/99 PASS TLP 06/u6/95 TLP JUPC799 Final Inspecticn / / / / 05/76/95 PASS TLP 05/27/95 TL_? BUPC560 Case Finaled / / / / 05/26/95 PASS TLP 06/06/95 TLP y ,-lk I 1 I I t ) .,yp,: t i!'•K'+, ., �,,.yA. yr„�:x •"ati �. .� ,-•vf' w.-... 'wMT..,K' �” , ,r Xl� - ICITY IT F TIGARD PU#. . . . . . f='ERBU COMMUNITY DEVELOPMENT DEPARTMENT DnTC-- IE,SUED: 05/11/95 1,3125 SW Nall Blvd,Tlpard,Oregon 97223.0199 (503)639-417/I 1 F'ARCIwI_: 2511c:DA-O240Q � -ITE AI)DRCa . . . : 15'C. .r+W aKGTtJf]IFi r'KWY _,UBDIVISION. . . . : ZONING: I F' -, _Orf% : . . . . . . . . . . . . . . r-c• _n� f I..00f2 �;RC:fa'i _ _ ....... .._ EXTERIOR WALL CONSTRUCTION S7C I:�.�UF=: Pte_ W. '"LAES OF WORK. :N F.RST. . . . :8685 s f !w Tyr-17 01.. U!-,E. . . -.COM .CCOND. . . ; sf PROTECT OPENINGS'' TYPE OF CON' ''. :_-N THIRD. . . . : s f N: S; E- W: 3CCUPANCY GRP. :A:3 TOTAL__ . _.- , 13687.1 s 1' ROOT CONST:B i"i^E RrT' :'i :�CCUf'a1Ji Y i_.OAD:ch7 BASEMENT. : of AREA SEP— RATED- 'r 1 f IT. : 5 ft GARAGE. . . : s f OCCU SIP. RATCD: , ;3t;MT" s N MEZ Z?:N f?EG1Ii SETBACKS._-------�-- REG�UI RED..-•.___._________.____._ i"LCJC R LOE'IZa. . . . x p.,f Lf`E T s ft RGI(T: f t C I R ;Gf(L:Y SMOfi 1aCT. . :N DWELLING UNITS-. FRNT: ft REAR. ft GIR ALRM:N NNDICG ACC:ti` 3Ei:URM J;. SA T I IS '.M,-' SURrrll-r.' -.00 PRO CORP.-KI ^ARI:INO: rtallntar'i!'. : A Place To Eat-- h;)Ud fiI":? ;I.1p1P1"G ion SyfitP,m A PLACE TO CAT t ype ama+_Int by date V ecpt 152-30 5W 5COL101A p6CWY. PRMT `]13. 5121 04/.::5/'?5 .. f`I RE $ ?,9. 4@ JI) 05/11/95 5/1 1/95 95 cFS? TIGARD OR 07C:'_d1 �"'C..1' W 4. JP 05/11/95 Phone #: ;'nnt rar' or ; "ARnON DIOXInE, INC- 3357 SC' 215T A'OE. pi2TL APdr1 OR 7w12+ _ ---. ...__._.._._........_..... .__. ",h on e N : 232 -6646 4 14^. 83 TOTAI.- REQUIRED INSPEC.TTONS This pereit is issutd subject tc the regulations contained in the Sj:l inF.:er Rol_igh•- Tigard Muni:ipal Code, State of Ore. Specialty Codes and all other Sprinkler Final applicable laws. All work will be done in accordance with approved p''.ans. This pereit will expire if work is not started within 188 days of issuance, or if wore is suspended for sure __•_____•,___-_-__-___ ____ _.-___.___�_ __ than 181 dltys. /Call for inspection - G,,'+ 4175 v' ., 1 �w mill boom '{• Via;: _, e ll1 11 • 415. 1.1:.59+ 4%00111 684 7297 CITY OF TIGARD IQ002 '002 « all PLANCK# • APPLICATION FOR PERMIT Cl.) LNS'TALL FIK.E SPFI~i1VKLER SYSTEM, BUILDING DlViSION, CITY OF T1GARF! 633.4171 • r 4,hac09s PIWI,.tiilT 0 .t►�`� yj Amt. Paid 7$ Permit Fee• 1 5%, State'rax: 11nil nc.e Due: � � � 40% FLS: .-- Plans must be submitted to the HWIding Division before installation. T1�u•`.�. te, e o") sets of t-4e plot plan, showin;, the layout and the location el the nares � hydrant is required. New Installation: XX Addition: Repair:_ Alteration: _ Complete: Pari Exitway•_ __ Basement: Hand & Vent:_,______ Sprayuoth: �� E.'u$TL'�JG IiUII.DLNG: TN NL•W BLrILDING., _ 1 %4L'NIBER A. STREET: 15230 SW SEQUOIA PKY N:�►'�II': l'F BUILDING or I '�1ii A PLACE. TO EAT STORMS- 1SIZE OF BL'ILDI:i(f. ,._OCCUPIED A.S. RESTAURANT YFE OF ;YtiTF`L . Wet:_xX _Dry._ Combination: '1PES:__ OCC.H UARD: Tight ORD-GRP.HAZARD I„_ 2 FN" .___^y GP:,,LFt2 L+ IGN AREA__ _.f1:2 e"11INL KLFT? +, %A K'.FR ORIFIrE SIZE- "1' �.� Tnfi� Tr',[' ...%TRN''G—.�. ADDRES CONTR... _,,r '', . CARBON DIOXIDE, INC. P1.,LN5 LM-i BY_ Susan Brady �;S: 3357_SE 21ST PORTLAND, OR -- I I MINARKS: WE WILL BE INSTALLING AN ANSUL R-102 EIRE SUPPRESSION IN H002, INSTALLING REMOTE PULL STATION, PIPING AND NOZZLES D per-iits i,^c?.:des only 'lescri!,ed atove anilitOr 1f 11 ..'h'rl "irT ll� i permit n - _er and w1`1 con- al! :odes nn' �PRMI T.ER CO.NIPA.v'Y: CARBO IOXI_DE, I 503) 232-6646 SIG`:-\r RE OF :VPLJN- : Susan K. BUILDU G DIVISION: li.'ALI,.) F R ISO li 5 r ,. � w.,:�; �„ ,�.-•...... ter•.,.w�.a�•-.•«rn�.:r��.r«yd!� r. .. ... a 6 • 'p r �,n I f tic uJ l� 1 S w L J it �I y. "In 6 M a z u ._ �•i!—. � loll I r �. ¢ � q Y �y. '1. u 2f Vege 1R0. 1 CAEfi HISTUF'Y FOR CASH NO.: BVP95-0150 CARBON DIOXIDE INC. 1523C SW SEQUOIA PKWY 01/21/99 Diep HY Update Upd Autiun Description Req/ Schd/ End/ Action Notes Date By Cade Sent .')One Done --- w r ---- ------- ------------ --- ----- - -------- -- -- LBUPCO20 Plan ct_eck 1-y 05/08/95 / / 05/08/95 APPR TLP O5/09/95 DH HUPC100 (F) Issue permit 05/11/?5 JSD 05/11/95 JD PASS 7'LD 05/16/95 TLP BUPC783 Sprinkler Rough-In 05/08/95 / / 05/16/95 y aunc794 Hprir.Jcler Final os/0e/95 / ! 05l26l95 PASS PLP 05/27/95 TLP HT)PC758 Mire. tnapeetion 05/16/95 TRIP TEST TYPE I HOOD PASS TLP 05/16/95 TL.P t PUPC960 Case Finaled / / / / 05/26/95 PASS TLP 05/27/95 TLP - 1 i . I i I, k0l, 1.. ..I.. t,d.. DEPARTMENT OF HIND USE&TRANSPORTATION LAND nE'VELOPMENT SERVICES DIVISION WASHINGTON 155 NORTH FIRST,HILLSBORO,OR 97124 COUNTY, INSPECTION REQUESTS: 503/640-3561,1693-4415 rXXXXXXXXX-- > 640-3470 ; OREGON Page 1 of 1 Date 03/28/95 Time 15 : U7 Permit 'Type i C ommercir.l Electrical Permit Fern it # 05U61,i6'L9 Hermit Status APPROVED Applied 03/28/95 I Situs Address 15:320 SW ::E000IA PK '1'I Isstied 03/2E3/95 Permit 'Title A PL1 cCh; 't'o E;AT - 3 51GN5 Completed Permit Uescr. 51UN ELECTRICAL To Expire 09/z4/95 � Project 'Title A PLACE 'TU EAT - 3 S1GN:6 Project # P0048699 Project Uescr . SIGN ELECTRICAL * EROSION j kldreel Number 251'1'1 - Land Use District Valuation U w Legal Descr .. owner INSPECTION - '1'IGARL) Construction 0' Applicant Name HLATH S1U1.5 Classification 90000 P.pplicarnt Adclr. : 4644 5E 17TH AV occupancy PUNTLANU UH 97202 Validated by JN Applicant Phune: 'L3'L- lb2U Inspector Area k'ee description Units Fee/Unit Lxt fee Uata Sign ur uutiine Lighting 3 40 . 0U 120. 00 Subtotal Electrical Fees : 3.20 , 00 State Surcharge of 5% b . UU Total Electrical Fens : 126 . 00 *** Fees k(equi red .t** *** t•'ees Collected & Credits *** -- -- --Method Check # Receipt No. Date Payr 't CK 35U8 03/28/95 126 . 00 TUTAL 'THI5 DATE ********* 1'zb . 00 Fees : 12b . OU A,Ajustments : . G0 'Total Credits : . 00 Total tees : 1'zb . 00 'Total Payments : 1zb . 00 ` Balance Due: 00 ' .;i. NOTICE: Th:e permit becr,mas null and void it the work ni construction for which 1t Is Itsued Is not commenced within 160 days. Once construction has started, the permit becomes null and void If construction Is Interrupted for a period of 100 days. 1 certify that the Information presented by the appllceirt and his agent or agents In support of this permit Is true and correct to the best of our knowledge. I acknowledge that the Building Department's reliance upon false and misleading Information may Invalidate this permit. All provielors of applicable laws and erdlnances governing the construction and use of this building er structure will he complhM with whether or not specified on the plant or noted on the plans correction shows. 1 acknoAodge that the gmviting of a permit doss not grant authority to acc3se private property or t,,u,)e easements I further acknowledge that the a;a or occupancy of the structure or building kvrmkted depends upon mf calling for Inspections at various times during the process of construction and the building Inspection staff verifying compliance with the various codes. Use or occupancy of the building or structure permitted prior:o approval by the Building Department Is solely at the risk of Vis applicant and such use or occupancy Is revocablok4ntll ell Inspection reg1drements aro s ed and approval Is given by the Rulldhrg Oficial. I further acknowledge that a Ilan may be placed on the k the property upon h th s issued specRying that the use or occupancy of the ht+llilrg or structure Is pi visional and revocable until tho a afactlon oril s ul� /t T'S 3 NATURE 4 }: t i ft ,lu�' � WASHINGTON COUNTY Department of Land Use & Transportation E L FX T�R I C A L PERMIT Electrical Inspection Section 155 North First Avenue, 8350-12 APPLICATION Hillsboro, Oregon 97124 Information: (503)6403470 Fax: (503) 693-4412 Permit PLEASE PRINT Number _ ,t1 ''. � Date completePlease •ns, I through 5. — s 4. Complete Fee Sc17edLile below � 1. Location of Installation _ Number of Inspections per permit allowed a Address 15320 :4w Sequc�i a Parkway Service Included: Items Cost(ea.) Su. Buildingy — A. Residential-per unit City Tigard Suite tJo. _T - ----- _ 1000 sq.ft.or toss $110.00 _ _ 4 Tenant Name Each additional 50 sq.ft (if commercial) A Place to Eat — or portion thereof $25.1;;, Limited Energy $25.00 1 Map No. _Tax Lot - Each Manurd Home or Modular - 7homosMapBook: Page: 655 Section:G7 dr H7 Dwelling Service or Feeder $68.00 2 Directions_ - B. Services or Feeders NEW BLDG AT I-5/off Carmen Drive._. Installation,alterations or relocation r� 200 amps or less $60,00 —_ 2 Commercial EJ Residential❑ 201 amps to 400 amps 080.00 2 401 amps to 600 amps $120.00 _ 2 2a. Contractor installation only: 601 amps to 1000 amps $180.00 2 Over 1000 amps or volts _ $340.00 _ 2 Electrical Contractor HEATH SIGNS Reconnect only $50.00 ___ 2 Address 4644 SE-MEfi–Ave, Portland 202 City Por' as _ State.OR ZIP 97202 C. Temporary Servicee or Feeders [late 3/24/25 _ Job N!_. ber 44090 Installation,alteration or relocation Property OwnerPacTr $�_ 200 amps or less $50.00 Contractor's License No _7-45 C -- 201 amps to 400 amps $75.00 �_ 2 Contractor's Board Reg. No. — 401 amps to 600 amps $100.00 2 ---— Ovir 600 amps to 1000 volts see'B'above Signature of Sur. Elec'n �9 3 Sit "— D. Branch Circuits License No. hn _ –2620 _ New,alteration or extension per panel a) The fee for branch circuits with 2b. For owner installations: purchase of service or feeder too. Ea,.lh branch circuit $5.00 _ 2 Print Owner's ame — toesn90--- b) The tee for branch circuits wr•hout purchase of eerWc(,or feeder lee. A3dress -- ----- - First branch circuit $35.00 2 Each addril branch circuli. $5.00 2 E. Miscellaneous t'Service or Feeder not included) Each pump or irrigation circle $40.00 _ 2The installation is beingmade on property Yl own Each signor outline lighting L� $4o.oa � 2 which is not intended for sale, lease or rent. signal circult(s)or a limited energy panel,alteration Owner's Signature ___--- . ---T -— or extension $40,00 2 F. Each additional inspection over the a:!n%dble in any of the above I Plan Review rection (it .-aquired) Per inspection _ _ $35.00 Per hour $55.00 _ Please check appruprlat�hem and enter fee In section 5B. In Plant ___' $5500 — — v,_4 or more residentia units in one structure —_Service and feeder, 800 amps or more .5. Fees __System over 600 volts nominal A. Enter total of above fees $ 1,20.00_ _Classified area or structure containing -necial 5% Surcharge (.05 X tAal fees) $ _ 6.00 occupancy as described in N.E.C. Chapter 5 Subtotal $ B. Enter 25% of line A for Submit 2 sets of plans with application where any of the Plan Review if required (Section 3) $ above apply. Not required "or temporary construction Subtotal $ 126.00 services. [ � Trust Account $ ----• For inspections call Balance nue $ v– � / 040-356 i or 693-4 15 This permit becomes null and void"the work authorized by the permit is not Commenced within I8;days from dale of!aeusnce of such permli or If the work authorized Is Pended or 24-hour recorder, one working day in advance of need Eladrical Permits a,&non•oundable and t any time rnon tranMa bleCed'w'�''�or 100 days 8/94 ar �ll� r DEPARTMENT OF LAND USE&TRANSPORTATION WASHINGTON LAND DEVELOPMENT SERVICES DIVISION 155 NORTH FIRST,HILLSBORO,OR 97124 a< COUNTY, INSPECTION REQUESYS: 503/640-3381/693-4415 OREGON .%AXXXXXXX i b4U--:34'/0 Paye . 1 of 1 Date : 03/28/95 rime : 09: 1U Permit 'Type Commercial Ele,tiical Permit Permit # : 05065532 w Permit Status I APPRUVEL) Applied : 03/24/95 Situs Address : 1523U SW SEQUOIA PK 1111 Issued : 03/24/95 Permit 'Title I A PLACE TO HAT - LV Completed : Permit Uescr . PROTECTIVE 51GNALING To Expire : 09/20/95 � Project 'Title s A PLACE TO HAT - LV Project # : P0048522 Project Uescr . THERMUSTAT EHUSIUN Parcel Number : 251'1'1 - Land Use District Valuation : 0 Legal Uescr. Owner INSPECTION - TIUAkU Construction OTH Applicant: Name PHILLIPS ELECTRONICS classification 9UU AlyKtilicant Addr .. : 1110 NW FLANUERS ST Occupancy PORTLAND, OR 9-/I09 Validated by PH Applicant Phone: 22'/-U5Y1 Inspector Area i N'ee description Units Pee/Unit. Ext fee Data .1 ---------------------------------------------------- ------..---------------------- Limited Energy/Alter./Extension 1 40 . 00 4U OU Subtotal Electrical Fees : 40 . 00 State Surcharge of 5% 2 . 00 Total Electrical Nees : 42 . 00 -*+r*---Fees-Required - --***__ _._k**_._---_Fees-Collected -iits -& cr_� --`-r Method Check # Receipt No. Date Payment CK 1802 03/2'//95 42 . 00 Pees : L2 . 00 Adjustments : . 0U Tatal Credits : . 00 Total Fees : 42 . UU 'Total Payments : 42 . 00 Balance Due : . OU I I NOTICE: This permit hecomes Pull and vol4 if the work or construction for which It Is Issued Is not commenced within 180 days. Once construction has started, the permit becomes null and void R constnnctlon is Interruotee for a period of 180 days. I certify that the Information presented by the applicant and r ' his agent or sget,:s In support of this permit Is into and correct to the best of our knowledge. 1 acknowledge that the Building Department's reliance upon hire and mlaNadLng Information may Invelidato this permit. All provisions of tjpplicable laws and ordinances governing the constnictlor And use of this building or structure will be compiled with whether or n#,t specified on the plans or noted on the plans ccrrectlon sheets. I acknowledge that the granting of a permit does not grant authority to access prh ate property or to use easements. I further acknowledge that the use or occupancy of the strucrure or buildingpermitted depends I» pe upon my calling}o<Inspection*at various times during the process of construction and the building Inspection staff verHy:ng co--lance with the varlou+codes. tlss ar ncruponcy of the building or structure parmhled prior to approval by the Building Department Is sole' 'the risk of the applicant and such use o.occupancy is revocable until all Inspection requirements are satisfied and approval it given by the Bull. ig Official. I further acknowledge that a Ilan may be placed on the title of the property upon which tho permit is Issued spoclfying that the use or occupancy of the building or stricture le pre 41sional and revocable until the satisfaction of all Inspection rsyulroments. APPUCANT'R 110NATURE w ,7 d i k .i i' WASHINGTON COUNTY RESTRICTED Department of Land Use &Transportation 155NElectrirt FrstA en Section350 ELECTRICAL ENERGY 15S North First Avenue,#350-12 _ Hillsboro, Oregon 9714 APPLICATION Information: (503J 34?0 Fax: (503)5934472 i PLEASE PRjJVT. Permit No `" —�„�-to S ✓o� 1. Location of Installation Date Address lam ) _`> ` i city ,� -1-9L Zip C _._ _. 4. Type of work: 1 Map No , Tax Lot RESIDENTIAL Restricted Energy Fee $40.00 (for all systems) Thomas Map Book: Page Section C'' Check type of work Involved: Directions & Audio and Stereo Systems' Commercial Resluential Burglar Alarm Telephone Systems` Tenant Name7 - Garage Door Opener* (if commercial) _� t y � - tF"/� Fire Alarm Heating,Ventilation and Air Conditioning Systems" 2. Contractor appllc�/atIT: Vacuum Systems* Electrical Contractor �L��'yt -r- Other Address tf ✓ ( -- _ COMMERCIAL Fee for each system 340.00 City States Zip `�1� (see OAR 9,n-260-20,1) _ Date 3 /r Job Numbar _ —�— Check type of work involved: Property Owner _ i Contractor's License No. _ 1 ->l_ << f _ _ Contractor's Board Reg. No. Boiler Controls Phone NO. ,7.9-7 =� � Clock Systems Data Telecommunications Installations Fire Alarm Installation 3. Owner application: HVAC Instrumentation Print Owner's Name Phone No. Intercom and Paging System Landscape Irrigation Control` Address Medical — - _--_ -- -�_ -__-� _____ Nurse Calls City Star Zip Outdoor Landscape Lighting" This permit Is Issued under OAR gra-920-370. The applicant agrees -Protective Signaling to make only roetrlctsrr energy InsIL-41iona(too volt amps or less) Other under this permit and to do the following: - —`--- -— 1. Only use electrical licensed persons to do Installations where ` required. (Carialn residential and other transactions are exempt Number of Systems f from UceriOng. These have asterisks(r). All oche,,need Ncens- _-- Ing.) 2. Call for an Inspection when all the Installations under this permit 'No licenses are required. Licenses are required for all other Installations. at a ready tot inspection. 3 Purchase separate permits for&!I Installations that are not ready 5, Fees for Inspection when the Inspector Is out to Inspect under this permit. Enter fees $ G� 4. Assume responsibility for assuming that!II corrections required by the Inspector are done,and Lr S. .:•sumo responsibility for ::;,g for a final inspection when all of 5% S1lrcharge (.05 X total above) $ __- i the c. •Actlnnt are r-:.apletsd. The person signing this permit must be the applicant or a person Trust Account $ au►norlted to bind the appl/c{pt. -j Signature - L � TOtal $ Authority If other than applicant _�.� __--. _ This permit becomes null and void it the work authorized by the ���.. permit Is not cornmanc:.d within t 130 days from date of Issuance For inspections call of such permit or If the work authorized is suspended or abandoned 640-3561 or 693-4415 at any time after work Is commenced for a period of 180 days. Electrical Permits are non refundable and non-transferable. 24-hour recorder, one working day In advnnce of need BL24.114 r is 1 � la,. " +. r.y�,v +r .r+"'I•`w• yr w+r^"' .u. .w,,,a.- r••... .'tow•wr 4r,.,,t,.r r. .Ik'tir.� ..a+• «.� DEPARTMENT OF LAND USE&TRANSPORTATION WASHINGTON LAND D VELOPMENT SERVICES CIVISIO1- 155 NORTH FIRST,HILLSBORO,OR 97124 COUNTY, INSPECTION REOUESTL: 503/64401-3561/W-4415 OREGON u4U-3410 vI� V Page i of 1 a Date 03/22/95 if Time 09 : 53 Permit 'Type Commercial Electrical hermit Permit # 05065358 Permit Status : APPRUVEU Applied 03/22/95 Situs Address I 152.30 SW 5EUUUTA PK '1'1 Issued 03/22/95 Permit 'Title : A PLACE, TO EAT - LV Completed Permit Desc:r ., I 'THERMOSTAT To Expire 09/18/95 i Project 'Title A PLACE TO EAT - LV Project # P00485Z'Z Project Uescr. '1'HEHMOSTA'T * EROSION * M Parcel Number 251'1'1 - Land Use District Valuation o Legal Uescr. . : Owner : 1N5PEC"TION - TIGARD construction OTH Applicant Name AMERICAN HEATING Classification 90(1 Applicant Addr. : 1339 SE GIUEUN ST Occupancy POR1'LANU, OR 97202 Validated by PH Applicant Phone: 239-4bOU Inspector Area Fee description Units Fee/Unit Ext fee Data F ------------- -------------------------------------------------------------- Limited Lv.ergy/Alter ./Extension 1 4 0 . U U 40.00 bubtotal Electrical Fee; : 4U . 00 ,F state :;urchaEge of 5% 2 . 00 Total Electrical Fees: 42 . 00 *** Nees Required *** *** Fees Collected & Credits *** Methrd Check # Receipt No. Date Payment CK 38UL 03/22/95 42 . 00 1'U'TAL THIS DATE ********* 42 . U0 Fees : 42 . UU ALI)ustments : . 00 Total Credits - . 00 Total tees, 42 . 00 'Total Paymentsi 42 . 00 balance Due: . 00 i4 4 NOTICE: This permit becomes nt:ll and void If the work or construction for whit It Is Issued Is not commetv:od x thin 180 days. Once construction hes starte(', the permit ber_nmes null and void If construction Is Interrupted for a period of:80 ds .. I cartity that the Inforrnatlon pbsented by the Applicant and his agent or agents In support of this permit Is true and c,)rrect to the bc•t our knowledge. I acknow:edge that the Building Department's rellan., upon false and misleading information may Invalidate this permit. All provisions of applicable laws and ordinances governing the construction and use of this building or structure will be complied with whether or not specified on the plans or noted on the pians correction shoats. I ack;iowtedje that the grnnting of a h•,rmlt does not grant authority it)access private property or to ties easements. I further acknowledge that the use or occupancy,d the structure or oullding permitted depends upon my ca Iling for Inspections at various times durieg the process of construction and the building Inspection staff verifying compliance with the varloue cedes. Use or occupancy of the building or structure permitted prior to approval by the Building Department is solely at the risk of the appllcao;and such use or occupancy Is revocable until all inspection requirements are satisfied and approve'.to given by the Building Official. I further ackncwladge that a lien may be placed on the tits I the property upon,wh a permit IA Issued specifying that the use or occupancy of the building or str,cture.s provlalonal and revocable until ha stisfactIan of all Innp c I requitem nis. IA ,,.,. A P ICANt'S$IQNATURE � i 1 WASHINGTON COUNTY ELECTRICAL PERMIT . Department of Land Use & I-ransportatfon Electrical Inspection Section APPLICATION 155 North First Avenue,k350-12 Hillsboro, Oregon 97124 Information: (503)640-3470 Fax: (503) 693-4412 Permit _ /Please, . . Number _ �' ' `� Date complete 4. Complete Fee Schedule below 1. Location of Installation Number of Inspections per permit allowed ,J. Address_)9 30 SC4,) '1;e& L.0I0_ �_ t41U* Service included: Items Cost(ea.) Sum 3WdI f SuitetnN0. A. Residential-per unit • City _ _ loon ea.n.or less $110.00 4 Tenant Name') A117 /y �,` Each additional 500 sq.tt (d comrnerdal) T l 1 L IC/ or portion thereof $25.00 Limited Energy $25.00 1 Map No. Tax Lot Each Manurd Home or Modular Dwelling Service or Feeder _ $68.00 -- 2 rhomas Map Book: Page: _ Section:. R. Services or Feeders - - Inb;allation,alterations or relocation 200 amps or less $60.00 _ 2 Commercial X Residential 201 amps to 400 amps �- $60.00 _ 401 amps to 600 amps $120.00 2 2a. Contractor 1 stallation onl 601 amps to 1000 amps $180.00 __ 2 Over 1000 amps or volts _� $340.00 - _ 2 Electrical Contractor f tc In Reconnect only $50.00 ___. ___ 2 Address i ( CityState ZIP iT C. Temporary Services or Feeders I Date- Job Number ` Installation,alteration or relocation Property Owner _ 200 c mpg or loss $50.00 _-___. 2 Contractor's Lirense No. 0 7.7 201 amps to 400 amps $75.00 2 --�- 401 amps to 600 amps $100.00 _ 2 t Contractor's Boari Reg. N t Over 600 amps to 1000 volts see W above 1 Signature of Supr. Elec'n D. Branch Circuits License No. _-._ Now,alteration or extension per penal a) The fee for branch circuits with 2b. For owner installations: purchase of service or feeder fee. Each bra.ich circuit __- $5.00 2 i nnt_C5wner s sineb) The foe for branch circuits without one a. purchase of service or feeder fee. First branch circuit __ $35.00 2 Each add'nl branch circuit $5.00 2 / city -Mate �- ;�-__ E. Miscellaneous (Service or Feeder not included) tech pump or irrigation circle,_ $40.00 _ 2 The installation is being made on, property I own Each sign or outline lighting $40.00 2 which is not intended for sale, lease or rent. signal circuit(s)or a limited energy panel,alteration � � � Owner's Signature __� _^ _. or erdension 1 $40.00 _.!r_ 2 F. Each additional Inspection over the allowable in any of the above 3. Plan Review section (if required) Per inspection $35.00 Please check appropriate Item and enter fee In section 513. Pel hour $55.00In Plant _ $55.00 _ __4 or more residential unit.,, in one stnlcture -'� _Service and feeder, 800 amps or mrr,e 5. Fees $ L, _____System over 600 volts nominal A. Enter total of above fees Classified ar?a or structure containing special 5% Surcharge (05 X total fees) $ occupancy as described in M.E..•. Chapter 5 Subtotal $ B. Enter 25% of line A for Submit 2 sots of plans with appllc:ation where any of the r tan Review if required (Section 3) $ - above apply. Not required for temporary construction Subtotal $ services. - _ ❑ Trust Account $ _ ---- ____ For Inspections call Balance nue $ 640 561 or 693-4415 This pear 11 becomes null end veld If the work outhorlt.d by the permit is not commenced within 1;day.from date of issuance of such perrnM or ft the work suthorired b 24-hour recorder, a to working day in advance of need suspended Pe mH ue on•efundable and non tForude;dead for s psrlod d ttw dayw 8/94 1 71 w. •q.- c...,R;_:.. a . «. ..y ..--;a;. .f.,.,�,. .. .. K,r +�, r vy�Y., •yr,S.K w•...I..,,..W r•. V. 4 C!TY OF TIGARD C')MMUNITY DEVELOPMENT DEPARTMENT 131 k�SW Fall Blvd.Tigard,orogon 97223.8199 (503)839-4171 BUILDING PERMIT PERMIT hl. . . . . . . : BUP9`,--V.10c.O DATE ISSUED: 02/17/95 •r�i► 639-4) '71 PARCEL : 25112DA-00400 i TE ADDRESS. . . t 15230 SW 'SELIIJOIA PKWY ale e _JBDIVISION. . . . t ZONING: I F' LOT. : i,SSUEeY--____._____ _- - F:OOFt—AREAS__^. __ _._— EXTERIOR. WALL CONSTRUCTION— 4,4.Hbbi OF WUHK. :NEA4 � FIRST. . . . t868 s N: S: Es W1 TYPE OF USE. . . :.G(7JIYI BL'COND. . . : s PROTECT OPENINGS?_---'--------- TYPE OF CONST. t 5N THIRD. . . . s s f N: S: E s W1 OCCUPANCY GRP. :A3 TO]AL--__- -: 8685 1;f ROOF CONST:B FIRE RET? :Y OCCUPANCY LOADi267 BASEMENT, : sf AREA SEP. RATED: STOR. : 1 H T. 125 ft GARAGE. . . : s f OCCIJ SEP. RATED: HSM"E ?tN MEZZ sN REOD LUUR LOAD. . . . s psf L.'..-FT ft PGH-I : ft FIR SPKL:Y SMUK DEE. . :N uWELLING UN1TSi FRNT : ft REAR: ft FIR ALRM:N HNDICP ACC:Y BEDRMS BATHS: IMP SURFACE:00 PRO CORR:N PARKING: VALUE. $j 3&66 Remarkn: Sprinkler permi -for Piano To Eat— tenant improvement Owner ; SEES p DISCOUNT FIRE C;YSTEMS INC. tyPu e amont b date rec t 140c SE. JOHNSON CREEK BLVD. NRMT } 44. 50 JF rcl,W/ 17/95 — FIRE $ 17. 80 JF 02/17/95 — POR(LAND OR 9!c Ob 5E '(:T $ .;F 064/17/95 — r Phone #. 777-591.30 Contr-actors --_.----------------_---_--____ LON T RACTOR NOT ON FILE prh;�,l�, # • $ 64. 53 TOTAL. REOUIRLU 1NSPEL;TIONS - -- This oersit is issued subject to the regulations contained in the Sprinkler Rol.lhh-- s Tigard Municipal Code, State of Ore. Specialty Codes and ?11 other Sprinkler- F i n a 1 applicable laws• All work will be done in accordance with_._____.__ approved plans. This otrait will expi­a if work is not started within I&' days of issuance, cr if wort' is suspended for sere than 180 drys. e r m i t t e e a i y at 1.1 r e ' . sued By • L. AI I f or, inspection — 639-4175 r r • .r 3 J`i:ll x503 884 71,07 CITY OF TIGARD I�JOnl%Onl APPLICATION FOR PERMIT TO INSTALL FIRE SPRINKLER SYSTEM - BUILDING DIVISION, CITY OF TIGARD 6313-4171 DATE:I_ ��;� PERMIT Valuation. Permit Fee-, 9 �2 ^ T 40% Plan Check Fee.- 5% ee:501a Stare Tax: i Plans must be submitted tp the Building (Division before installation. Three sets of the plot pian, showing the layout and the location of the nearest hydrant is required. New Installarion:•_•••. Addition; Repair:_^ Alteration: Complete?: Partial: Exitvvay: Hood Vent: i Spray Booth: --IN EXISTING BUILDING;_J�^ IN NEW BUILDING: R NUMBER & STREET: I S 2- NAME NAME OF BUILDING or BIJSINESS: PL n L A NO. OF STORIES: SIZ .OF BUILDING: _ OCCUPIED A5: p i fa v R N i TYPE CF SYSTE&IS: Wet; T Dry, Combination: STANDPIPES:r_ OCC.HA7ARD: Light ✓ 0RD.GRP.HA2ARD 1,..__ 2_, 3W 4_-Extra_____. { DENSITY._ _GPM/Ft2 DESIGN AREA__" SPRINKLER AREA ft2 SPRINKLER ORIFICE -.17E:_ 12-11 "K" FACTOR—� -6 TEMP. RATING CLEry L) Y - JA /G/3s S -w 7z� o ,-1u r OWNER: G ADCRES5: _macer 7 Z y '["jPV E NI 'C. � W in 7w�Z S�' •.J�!/lNsc rJ C.jtt*cr; QLil7! PLANS DRAWN BY:-- ADDRESS: ('Rr [A REMARKS; 77 rJ r,c ij7 Ids► !J S[,�� n►Sc'�k iC f_ 5-'T/.5/4 APPROVED permits includes only work described above and/or on plans and specification bearing the same permi� number and will comply with all applicable codes and ordinances of the City of Tigard. SPRINK,"R COMPANY:�t SCtu NT Ft(Zv- 5 11,-r AI TNc PHONE: 1.'S�•3. ??� S" � �' SIGNATURF, or APPLICANT:—��1�• Gf-+i* �.1�4U r ME, n BUILDING DIVISION: I PERMIT VALID FOR 180 DAYS wnluomat•treger,n I iI i A. 1 d 1 ' Page No. 1 CASE HISTORY FSR CASE NO.: SUP95-0020 DISCOUNT FIRE SY9TrMS INC. d 15210 SW SEQUOIA PKWY _ 04/21/90 Action Descripticac vAq/ Schd/ Mid/ F.cti,nt Notes Dior By Update Upd Code sent Done D,me Date By k ........... ...... ... ---- -------- --- ------- ---- --- --- BUPCO07 Application received / / / / 01/19/95 02/07/95 DS PUPCO20 Plan check by 02/07/95 / / 02/07/95 APPR DS 02/07/95 DS RUPC100 (F) Issue permit / / / / 02/17/95 02/17/95 jr HUPC763 Sprinkler Rough-In / / / / 04/17/99 PASS TLP 04/17/95 TLP SUPC7e4 Sprinkler Final / / / / 05/26/99 PASS TLP 06/06/95 TbF RIIPC950 case Finaled / / / / 06/06/95 PASS TLP 07/10/95 JDA I i` d i I cV a f ' February 14, 1995 CITY OF TIGARD Mr. Dave Medwid OREGON Discount Fire Protection 7402 SE Johnson Creek Blvd. Portland, OR 97206 RE: Fire Sprinkler. Alteration A Place to Eat Restaurant 15230 br Sequoia Parkway Tigard, OR This )Ia.n review is based on the 1991 edition of Uniform Building Code Standard 38-3 . the National Fire rrotection Association Standard No. 24 and the 1993 edicion of the Oregon Structural Specialty Code. Hazard Classification: Light Hazard in the seating area, ordinary Hazard Group 1 in :he other areas. It is understood that the shell building was designed For a ordinary Group 3 Hazard. Plans for the above referenced project have been rr, .ewed by this office and are approved for construction subject to the following plan review items: a 1) Piping used in the sprinkler system shall comply with the minimum requirements of Table 3-1.1.. 1, UBC Standard 38-1. 2) Only listed fetr.ous hange.-s shall be used to support sprinkler piping. Section 3-10.1.1. & 2, UBC SLandard 38-1. 3) Provide and maintain approved spare sprinkler heads and a sprinkler wrench. The minimum number of heads shall be: A) 6 when thele is 1-299 heads, B) 12 when there is 300-1000 heads, r_) and 24 when there is over 1,000 heads. These emergency heads, along with the sprinkler wrench, are to be stored in a cabinet next to the sprinkler control valve. Section 3-11.7, U13C Std. 38-1. 4) An approved set of plans shall be available to the inspector at the ;job site at all times during construction. Section 303 (b) , OSSSC. 5) The length of an unsupported armover to a sprinkler shall not exceed 24 inches for steel piFLe or 12 inches for copper tube. Section 3-10.5.!3, UBC Std. 38-1. 4 d .�4 13125 SW Hall Bn J., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 - — A' ....,,.�. .,. . <...,, ,,.......�,..r. .. .,.►. •'may'-w ,,,,...s..,v-',K.,.. ,u•• +.,.,,,M.... i 7p7Ai'`��yR i� VVII 4 6) Sprinklers shall be located a minimum of 4 inches from a wall. Section 4-2.1.5.2, NFPA. . 7) Baffles shall be installed wb—,ever sprinklers are installed less than 6 feet apart. Baffles shall be installed and of materials as specified in Section 4-4. 18. Section 4-4.18, UBC Std. 38-1 . 8) Sep attached sheet for required clearances on allowed _bstructions below sprinkler heads. Table 4-4.3 .4.2.1, UBC Standard 38-i. Please call if you have any questions or need additional information. ,t Sincerely, Davin Sco P. .. "k y DEPARTMENT OF LAND USE b TRANSPC 1TATION WASHING'T'ON L4ND DEVELOPMENT SERVICES DIVISION #351-12 155 NORTH FIRST, HILL.SBORO, OR 9.1124 COUNTY, PRONE: 503/640-3470 yOREGON INSPECTION RJ.GII'ESTS (24 hours): 503,640-3561 or 69.1-4415 Per t. 50621 tib Project # P004641 5 Status A:?PR( VED F'a-4e of 2 �s Applied 12/23/94 T&FUed 01/n5/9ti Expiret 06/27/95 01 /3C:/ +5 05 : 31 COMSLEC P. Permit Title PACIFIC !':ORP ( FNTER _. SLDJ 23A EF'F' Description JOB 2530 Begun : J2/?_:3/94 Job Address 15230 SW SEQUOTA PK TI Owner Name INSF'Ek�TION - '1 IGARP Regi.. n li Applicant Name BACHuFNER ELECTRIC Phone number 233--2006 Valuat ion 0 Appro,red.._ Inspector Oor menti R-L-,) cted_ 2.,v Ip. 6&/4 REQUEST YRROR ! ed N 1� Plumbing Mechanical : Elw:-trscal Structrual General Inspected by _ -__.._ .. .L� li _ �— Dane �.•��-�_ r-&4L .Goo•. F': A Fr Li N a1/30/ 6 1;i ;i AM /':3:3-•2006 a .;` r.q r J Circ OF TIGARD COMMUNITY DEVELOPMENT'DEPARTMENT 13125 SW!dull Blvd.Tigard.Orpor, 97223.8199 (509)639.4171 PLUMPING PERMIT PERMIT #. . . . . . . : PLM9S-001219 639-41"71 DATE ISSUED: 01/26/95 r PARCELi 2SI12DA-00400 � ITE 1-IDDRE9S. . . : i5c',31ZI GW SLU'JOIA PKWY JBDIVISION. . . . : ZONING: 7-P ax. L_OCK. . . . . . . . . . .. LOT.. . . . . . . . . . . . . I (-'LASS OF WORT:. . :NEW____~GARBAGE DISPOSALS. . : 1 MOBILE HOME- SPACES. T YPL OF USE. . . . ICOM WASHING MACH. . . . . . . : BACKFLOW PREVNTRS. . OCCUPANCY GRP. . :A.3 FLOOR DRAINS. . . . . . . : 1:3 TRAPS. . . . . . . . . . . . . . STORIES. . . . . . . . : 1 WATER HEATERS. . . . . . 3 CATCH BASINS. . . . . . . : FIXTURF_S--­-------'- LAUNDRY TRAYS. . . . . . : GF RAIN DRAINS. . . ,. . . b I INKS. . . . . . . . . :25 '.IR I NALS. . . . . . . . . . . . :c GREASE TRAPS. . . . . . . : 1 LAVATORIES. . . . - :4 OTHER FIXTURES. . . . . :2 VUK/SHOWE:RS. . . . : SEWER LINE (ft ) . . . . : WATER CLOGETS. . :4 WATER I-INF:• (ft ) . . . . : DISHWASHERS. . . . : 1 RAIN DRAIN (ft ) . . . . : Remar-14s: A Place To Eat- tenznt improvement Owner: -____._._____.____._____.___.____.._-_.--------___________.___._-- FEES PACTRUST ;ype :�mo1_mt by (mite recpt 15115 SW SEQUOIA PKWY, SUITE e@O PRMT $ 483. 00 JF 01/26/95 �+ PLCK $ 1c:0. '75 JF 01/12,6/95 - I T IGARD OR 9 7,`'24 5PCT $ 4. 15 JF 01 /26/95 - 1 Whone #: Lontractor_ -----_...________.__.________.____ BE:AVE_RTON PLUMBING, INC. 13980 SW fUALATIN VALLEY HWY BEAVERTON OR 9700: hong+ +t: 643--7619 $ 62'1. 90 TOTAL 2889 -- ---- REQUIRED !NSPECTIONS - This persit is issued subject to the regulations contained in 0e T o p--ol_tt I n s p _ Tigard Municipal Code, State of Ore. Specialty Cades and all other E. inol Inspection applicable laws. All work will be done in accordance with __-- approved pians. This pewit will. expire if work is not startpd within 18Q days of issuance, or if work is suspended for sore than 180 days. 1_,ermittee Signa.tt_ire . 1 551_Ied LAY : C / -Call for inspection - 639•-4175 l ...an.,r„t,r-._...._ .. »..rw.r.r ♦.r««.,u.a�,..« -;:r ,....,,. .. �rsti.w 4 ... ..1 5 %,ity of Tigard PLUMBING PERMIT APPLICATION P!anck/Rec. # 13125 SW Hall Blvd. Permit #12i ,, Tigard, OR 97223 , (503) 639-4171 L) St,`) MINIMUM $25.(',0 PERMIT FEE + ST. SURCHARGE: • Now Striate Famt1Y ftesldoncos Onh n 1 BATH HOUSE$140.00 ❑ 2 BATH HOUSE$195.00 • Job ,;.x 3 ❑ 3 BATH HOUSE$225.00 Address ap... z. Fee includes all plumbing fixtures in the dwelling and the first 100 feet of water service, sanitary sewer and storm sewer. See fees below. I r•.n• .n.•rs.n... FIXTURES t QTY PRICE AMT Sink T 9.00 � 3)) Mr.y ir•... — �*•^• Lavatory _ 9.00 Lt 1 Owner Tub o' Tub/Shower Comb. 9.00 1, crew. aP Shuwer Only 9.00 Water Closet �� _-900 ran.�.".•.ni Wn.+.l Q;shWBstler 9.00 Garbage Disposal 9.00 OccupantM•FMjAqw Washing Machine 9.00 �- Floor Drain 9.00 aNwr 'b Water Heater 9.00 Laundry Rcom Tray — 9.00 Urinel 9.00 L.+ -C tiOya.. Other Fixiures (Specify) —_— 91N M.oy • tries•-- ,C ��/I7 9.(/0 }/ Contractor -- 9.00 Z1 r d'4 Sc`i i 9.00 Sewer 1 st 100' 30.00 , er.r•npww.n rev au T•*"° Sewer-ea. Addle. 100' —25.00 Water Service 1st 100' 30.00 i I hereby acknowledge that I have r_ad this application, that the Water Service ea. Addlt. 200' 25.00 j information given is correct, that I am the owner or authorized agent o/ — II the oweier, that plans submitted are in compliance with State laws, that Storm 8 Rain Drain 19t 100' 30.(X1 I am registered with the Construction Contractor's Board, that the Storrs&Rain Drain Addit, 100' 25.00 number given is correct. (If exempt from State registration, please { give reason below.) Mobile Home Space r 25.00 Baric Flow Prevention Device or Anti-PO lotion Device 9.00 •• �••«^ •�+r D"• Any Trap or Waste Not Connected to a Fixtu-e 9.00 Describe work new�ditlon alterationrepair U Catch Ba;in 9.00 to be done residential 0 non-residential (l Insp. of Exist. Plumbing 40.00/hr — Specialty Requested Inspections 40.00ibr Existing use of - building or proper}v Rain Drain, single family dwelling 30.00 — Residential backflow prevention devices 15.00 Proposed use of i -- budding or property •(Frcep�resldent/a/backflow prevenHrur devices) NOTICE "Minimum Fes :26.00 SUBTOTAL �X PERMITS BECOME VOID 'r WORK OR CONSTRUCTION AUIHOt2J_ED IS NOT CO NMENCED WITHIN 180 DAYS, OR IF 5%SURCHARGE � CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED ---FOR A PERIOD OF 180 DAYS n.' ANY TIME AFTER WORK IS �`� COMMENCED PLAN VEVIEW 25% OF SI ISTOTAL 1 — TOTAL p, Sperial Conditions Data issued — -- -----_._r_�by 1 U. J 'r. �.. 1 CASE HISTORY FOR CARE NO.: PL495-0009 Page No, >i PACTRUST 15230 S4' SEQUOIA PRViY - } 04/21/99 N ' Act.an Description Req/ 5rhd/ gid/ Action Notes Diep BY update Upd Date By Code Sent Dane Done - --. f PASS TvP 03/03/95 TLP PLMA710 Nater Line TnaP 03/03/95 P1.4C060 (Fl Issue permit / / / / 01/26/95 JF 01/26/95 JF 01/26/95 60% complete PLMC120 Plumbing Underal PART TLP O1/26/95 TLP PLMC120 Plumbing [fidorsl / / / / 02/01/95 PASS TLP 02/01/95 TI-P PLMC120 Plumbing Underal 02/03/95 PASS TLP 02/03/95 TLP 01/26/95 PASS TIM 01/26/95 TLP PlW710 Nater rine Tnap 02/01/95 PASS TLP 02/01/95 TLP y PLMC710 Nater Line Insp PASS TLP 02/0 /91, TLV PSMC710 Mater Line Insp / / / / 02/03/95 PINC 7�0 DIM/Underfloor 01/70/05 waste vents 044c6-7PASS M.9 01/30/95 MRS PLMC725 Top an.t Ivap 01/23/95 ,' / 03/03/95 PASS TLP 03/03/95 TLP PLMC799 Final Inspec*' / / 05/26/95 PASS TLP 08/25/95 TLP PTM^B00 Case Final ed / / / / 05/26/95 PASS TLP 08/215/91, TLP E, 7' � t a3 rs G 2L 1 n: .y { ti .. �Icra n•rhx:"rs • 'KYR yIS, NIITTALCIlENI0 L)al� l Z �'� J��hN� .�.12Z • r}�r � • 1 __ tL Aqjtls4& 4-61 f) SIN - Nom 4v R SOWEO - _ - 1 - Mo P05 �d�- Qt r_A44P �-er fou _�51� •- -----._. _ ` ----�I+,e_�.t��xJ..Vie. �v�-�f •-,- - --__--_------- r. y r R__1� 1u/ J l kia: Total Pages: Arehidru Van Inm FilwardK Al k,K U N*Fint,Suite 309 Portlar,A, R 9,'.'09 .VLA.2-16.OS90 fax-M13.273.86W ow/ L6ZLb8J6 01 S'(]dMQ3-W0-1 HHO ( 1lAiIH-)8H Wnd-�Pip QIE:9t S66t-bZ-NHf s�: - { t� ��+ •L'LSL'Irw'4 A: 'I r2� t� �•�� rr:x Il I' 2' VTR ` II ,<%PIT II AIESUNE: II I } it --2, v IN ADJACF•NT j I WALL WAND 11 2' LOOP I II 51w �I r1 VENT �•I II _• l q 3" W I 2' W II - 2' FOOT VEN* EITWER BELOW COUNTER OR BELOW FLOOR 51p� u_I ;-TRON ivi 15LAND \VENT DETAIL D IAPsRA1 "AT ICS 43204M2 FLW% 1 It9m".Am L %rr uo, lull-6 11 3 : 70GARD9 OREGON rOO: .G1tl',1 L6Z.Lb996 Ol SQ�f`1Q3-W01 Wn S1331IH38U W08A Tf7:9T S66T-'7Z-NHf f t i ♦' lIry '�tM"Wt: .�.. 1✓' dip ,: "'�'. 1 28 UJ 31 w TO r,-2g 2 -? ' P 0i 3' W CAA. M VE=NT f i t r 2' W / \ �14' CW F5- i I � i 2' W 1!2' HW I I FS-I ( 9 3/4' CW 2' FOOT '/ENT ElELOW -- -_---- - ----- � �• _" PROVIDE { i I 21 VTR LOW wOINT I I O. I EN IN WALL .3/4' cw _ 2' v UP-- I,?' HW TO MELOW i r 2' FOOT PENT �'� R TO CE 1 L ING 3/4' WINDOW M WALL �-� SPACE �.,....,. La PUP C►�C�� O FEE- t'llo 'Mo'd L6c Lb8% 01 SQ8f9Q3-WO I AeO SiAl I HJdU W083 U- qT. SSf;T " -NHf n.a:glytyg . I, r ,':' ..�_ .!IR. .... .p .. .. ,.. - .. p.y. -., ,- ,. �Ay:.y� 'Nal., ,.y• y��: . 'F H If 1 i ' A f g r i 1 4 I 1/2' H4:W C.O. N VEN1 UP TO M-25 I/2' GW K-14 1 _ S' w it ,Ir, ,i III M_� 1 I _ I I 3' W III FCO 1,_1HW 3/4' CW —2' v uP I ! I� 2' FOOT VENT�__�__.- �' YTR TO GEILIi�ICs I t l BELOW FLOOR_ _ _ _A �' _ _ SPACE IB' ABOVE � . GRACIE 3/4' NW -- - - -- -- ------- tn' t^.W � �ON M 1►�ALL -3/4' NW �FLCOR �3/4' C.L1ltO 6ELtalU 1 BELOW (FLOOR FLOOR I F i AA , 700EAr" t �►�M2-g 3 i [Mo Cr3JfN b00ib0t ' L6ZLbE96 01. Adf(A-W01 H00 SIA11 N)MH WOd-I i� !'-4T ',f f,T -t7-(--tlH[ yaw+lat'ff�t"�fGli(rKrymRM114N�f :!, Vl a r Mit t ,pl.r.;. ^ .r �., .r•. ..,, �.. .p �.�. s ' ..w.� ,�. .,R i v ,.w r�.r• AI ' 1, CITY OF TIGARD COMMUNITY DEVELOPMENT DEPARTMENT �jLWE R CUNNEC T I ON 13125 9W Hall Blvd.7'if erd,Oregon 97223.8199 (503)839.4171 PERMIT p; -HpI l f M. . . . . . . c SWR95-001214 DATE ISSUED: 01/19/95 PARCEL: 251 12DA-•00400 'ITE ADDRESS. . . s 1030 SW SEQUOIA PKWY UBUIVISION. . . . : ZONING: I-F" LOCK. . . . . . . . . . s LOT. . . . . . . . . . . . . .. t _-_________________________-__-__---_-___---_____--__ ENANT NOME. . . . . : FIXTURE UNITS. . . : SH NCI. . . . . . . . . . : 149 LASS UI WORK. . . :NEWDWELL_I Nr UNITS. - :9 YPE OF USE. . . . . 9CDM NO. OF LAU I t_li I NGS s 1 NETALL TYPE. . . . :NIJGWR IMPERV SURFACE. . A •Y. r�. J<. {emarks,: N -'lace " o Eat- ta.nant improvement ------------------- FEES ._______.__wM___ F ALIRUUItype amount by date rlerpt 15115 c:W SEQUOIA F�',WY, '.QUI±E 200 PRM ! 19Eii�0. 01� JF 01/ 19/95 -- I I GAkD OR 9722-4 `4 Phone #: CONTRACTOR NOT' ON FILE 19B00. 00 TO1AL • Neq k. - _ -- - -- RE UU I RED I NbPE LT I ONS This Appiicart agrees to comply with all the rules and regulations Sewer Inspection the Unifiea Sewsae Agency, The permit expire, 180 days from the date lssueo. The total amount maid will be forfeited if the permit expires. The Agency does not guarantee the accuracy of the side stwer laterpis. If the sewer is not located at the measurement given, the installer shall prosoect 3 feet in all directions from the distance given. If not so located, the intaller shall purchase a "Tap and Side Sewer" Permit and the c install a lateral. _ r m i t t e e Signature : _ Je . J,�sO4 _.._.... ........ Call for inspection - 639-4175 m !�' "car .. {,, v . N... .. .nil «» ...p.. .. « .. ..._ .y� ,. .r+.- ,r,. ..t. ,....�' .•,r l LIN 1 F 1 ED SE-WE:RAUr- AGENCY OF RASH I t46-TON CCC*n-f F120-ME VN 1 T RAT 1 NGS r p lke TOTAL C TOTAL w F 1 XTURl: PALL£ 9b. �� NIaACIE R ' NUME3C72 � r RAPT 1 S-M r/FONT 4 HATH - TUB/SHOWER A -- JAaJZ/saFtPL CLISP 1 DOR/WATER ASP 1 r` D 1%MASHER - CC444ER 4 ;�_ ��.'' N 1e t• -��1�1 n ! S acNEsT 2 p OR I NK 1 NG IM NTA(N 1 ` `!!r C- .� S FLOOR ORA I N - 2 INCH 2 - r l r n NCH S UX - II NCM c GARBAGE n 1 SPOSAL '?Y 01(4 - OOM (TO Vg 41P 1 14 1 - CCOAM (ro s tip 12 i/3? - ItM jOVER NHP) 48 i a 1 L SEP (GAS F.7 A l 6 StKYWER "- GANG M. 1 — STALL 2 {, S I I IC — BAR t 2 `419 - BRADLEY s I ^ - CCfidERC I At. - SE3rV1CK 1 WA-SW-R. MA71`14CS s _ r WATER EXT R TATER CLOSET f UR 1 NAL ^� t Fx value (this ten /! lqq _ ®il - this tenant 1 d Run. fx value— bLd t I Run. ®u - bldg. I Sewer perru # v C� Ci DATE 1NSP TOTAL c Rus 1 NESS _ 1 Y EDIJ ADDRESS S� JCZPLo ti / PET"41T M. ' o cLvjr rm FROM TAX ~/l-OT — "�— 77-25 R1;] rF q A �4�. � � a eu r�li� i su .. .� � � -it 8 7F'•. r .•f 1/"► •Ta ,�•«, am �w►+.'•�"*Ilr^ .err „'^i„w n. 'w,ye�"fin„*,. 77 Page No 1 CASE HISTORY FOR CAS3 NO.: SWR95-0004 PACfRUST w 15210 SW WUOIA P:N"Y . na!zli�e A-!.141 DeseriptiOU Req/ Schd/ Aad/ Action Noten Disp By Update Upd. _ cede Sent Dane Done Date By , SWRA007 Apl,licatian received / / / / / / 01/09/95 MAH SWR#010 Plan check by / / / / 01/09/96 01/09/95 Mks SWRA020 Check for pre]. restrict. 01/09/95 / / / / ai/o9/95 MAR AWRA080 (P) Issue permit / / / / 01/19/96 JP 01/19/93 JP SWPA705 Serer Inspection / / / / 06/26/96 PASS TLP 06/06/95 TLD r WPA'20 Came Fina1M1 / / / / 05/06/93 PAS.'* TLP ar/06/95 TLP i I1 CITY' OF TIG.ARD MLGHANICAL COMMUNITY DEVELOPMENT DEPARTMENT 13125 SW Hall Blvd.Tigard,Oregon 97223*8199 (503)639-4171 PERMIT #. . . . . . . : MEC94-0362 a'l-41 */I DA'rE ISSUED: 01/1W95 PARGEL: 2Sl13DA-00400 SITE ADDRESS. . . : 15230 SW SEQUOIA PKWY SUBDIVISION. . . . 1 ZONING: I-P BLOCK. . . . . . . . . . . L.0 I.. . . . . . . . . . . . . ------------------------------ CLASS OF WORK. . :NEW _FLOOR TURN. . . . : EVAP COOLERS% TYF c OF USE. . . . :COM UNIT HEATERS. . : VENT FANS. . . : I OCCUPANCY GRP. . :A3 VENTS W/O OPPL- VENT SYSTEMS:5 STORIES. . . . . . . . . I BOILERS/COMPRESSURS HOODS. . . . . . . :5 FUEL 0-3 HP. . . . : DOMES. 1' 'CIN. :/GAS/ELE/ 3-15 HP. . . . :4 COMML. INCINs MAX INPUT : BTU :a -30 HP. . REPAIR UNITSc3 FIRE DAMPERS,?. . - 30-50 lip. . . WOODSTCIVES. . GAS PREESSURE. -M 50+ HP. . . . CLO DRYERS. . NU. OF UNlib------------ AIR HANDLING UN)IS OTHER UNITS. PURN ( 100K BTW t Iwlz'"10 cfm : I UA5 OUTLEI S. : I FUHN )=100K BTU: 10000 cfm: Remar,li,st A Plact, To Eat- ten-Ant jMP1r'0VF?MPnt 1'epalt' units= ducts Ownet,: FEES ------------ ,WCTRUST ty"C P.mount by date v-ecpt inlib SW SEQUOIA PKWY, SUITE 200 P R mT s 123. 50 JF 01/19/95 - V-11-Cl-'r. $ 30. 68 JF 01/ 19/95 - OR 5PICT $ 6. 16 JF 01/19/95 Phonv F-ontoactor: --- ----------------------------- AMERICAN HEPqrlNL:, INC. 13:j9 FiF GIDEON ORTLAND OR 97Livc: ....... Phone #: 239-4WO 160. 56 WIAL Rep #' . . 33135 REWIRED INSPELrIONS This pti-sit is ii-.id subject to the reguiatiors containeu in the Bas Line Insp Tigard Municipal C0e, state if Ore. SDeCilltV Codes and all other Mechanical Insp applicable law. All work will be done in ac,ordarce with Shaft Inr.pection approved plans. This tiermit will expire if work is not started Hood In!,pection within 180 days c' i<<uance, or if work is suspended for sore Fire Suppe Insp than 180 aays. Duct Inspection Final lnsF)ecti,rl er,mittee Siqnat,-ii e : lAk'v t B y �i S 1.1 e d Call for inspection 639-417b .......... .......... W i .... .. .. . 1 _.. City of Tigard MECHANICAL PERMIT Plant:WRac. # 13125 sw Hall Blvd. APPLICATION Permit # �-� ay—�>�►�'r� Tigard, OR 97223 (503) 639-4171 escrhptiaI --- r� Ell — Table 3A Mechanical Codo — QTY PRICE AMT Job 1) Permit Foe _ _0_ 0• 10.00 Address 2) Supplemental Permit 3.00 urnace�To-WMMU---- 1) incl. ducts d vents 6 JO ,.. --- Furnace 000.STU_+ Owner21 incl. ducts a vents _ 7.50 - — --�-- _.—� umanc a j 3) incl. vent 6.00 HIM —_ — — Suspended ater,waTfiewer — �,�� .... O 4) or floor mounted heater 6.00 `--4anT�?'ir ,to I Occupant h<^�,J . t 'rr 5) appliance parmit 3.00 epair a eating,ring. i 7 6) cooling,absorption unit ; 6.00 f Eloiler or comp, ea—pump,air cond. i 7) to 3 HP;absorp unit to 100K BTU 6.00 — Boiler er or comp, eat pump, air co Contrart�r / 8) 3-15 HP;absorp unit to 500K BTU 11.00 I op 7oi er or comp, a pump,air con 9) 15.30 HP;absorp unit .5-1 mil BTU 15.00 >11113,M or comp,heat rump,-aair co 10) 30-50 HP;absorp ur t 1 1.75 mil BTU 22.50 ere y acknowledge-tria-rMa—verend this application, that thei er or comp, h1—eaTpJmp,air cond. information given is correct,that I am the owner or authorized agent 11) >50 HP;absorp unit 1 75 mil BTU 37.50 of the owner,that plans submitted are in compliance with State — it handling uni to laws,that I am registered with the Construction Contractor's& ard, 12) 10,000 CFM 4.50 �, that the number given Is correct. (If exempt from State registraf-in. Air handling unit please give reason below) 13) 10,w10 CTM+ 7.50 portablo- —M — — 14) evaporate cooler 4.50 Vent an connecle��-� 15) to a single dud 3.00 — -- —' onh atioTi system not r. 16) included in appliance permit > 4.50 __-- vu- �To Served by r 17) mechanical exhaust .' 4.50 eacn worknew a r.hon aterauon repair - �',omrneraa or In ustna to be,done residential Q non-residential Q 18) type incinerator 30.00 Xis n-I use o or%e.,wo sTnve,water `--- _ building of property 19) heater,so(ar,dothes dryers,etc. 4.50 Proposed use of L ,� 20) Lias piping one to four outlets 2.00 building or property A Type of fuel -oil U natural gas o 21) Morn than 4-per outlet LPG O electric(� — -- - Minimum Fee$25.00 SUBTOTAL PERMITS BECOME VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT f'OMMENCED WITHIN 180 DAYS, OR ----_— S%SURCHARGE IF CONSTRUCTIOM'.)R WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME PLAN RIEVIFW 25%OF SUBTOTAL AFTER WORK IS COMMENCED --- ----- TOTAL -- Special Conditions - -'-----'- — —"- Date issuFKI- --by trMWMMt rwlwiYr ti idt - -.. �'�i:- ,. sd �r .�t�,-��A1 „�h,. .L�'j I�i'1 c� '�V'•t �' M. S - �� -..R� p,+w�lna�y��r+n1"'. '�il�lM^ia ,�,o,+...i�p,. � ""` yy�,i 'N, q�•,a l 1 I, •,.:.` Psfe 110. 1 CASE HISTORY FOR CASE NO.. yMC94-0762 PACTRUST 15230 SW SEQUO A PKWY i 94/21/11 R / schd/ find/ Action Notes M0 K Action Description W out* By Cods sent Done Done i 12/02/94 12/19/94 MAD MECC007 Application received / / / / APPR ME 01/09/95 MAR MRCC010 Plan check by 01/09/95 01/19/95 JP O1/19/45 jr MRCC060 (F) Inoue permit PASS TLP OJ/10/91 T1,P MRCc70S Gas Line loop 12/19/94 / / 01/10/95 12/19/94 / / 04/1.7/95 PASS TLP 06/06/95 TLP 4RCC710 Mechanical Insp PASS TLP 04/17/95 TLP MRCC725 Shaft inspection / / / / 04/17/95 MDCC770 Hood Inspection 12/1?/94 / / 02/11/95 NO INap DONE, RRQURSTRD CLJIIRIFICAI'ION NOTE i8 OJ/13/95 GD8 eMARKUP AIR REQUIREMENTS FOR HOOD FRF-2 MRCC740 Duct Inapection 12/19/94 ! / 03/13/95 HVA'.. IIucrS IN CONCIRI" AHOVF. =111140S PART GS 07/13/95 088 �. Ir.PP) MRec740 Duce Inspection / / / / 04/17/95 PASS TLP 04/17/95 TLP '' } OS 26 95 PASS TLP 06/06/95 TLP Msrc'eoa c�ee Final�d / J / ! ! / r, 4•, iP i , G,1, ' �t•6 ),4 . ......... . ......... CITY OF TIGARD V 4 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT 13125,XW Hall Blvd.Tigard.Oregon 97223•PI4% T503)539 4171 PERMIT #. . . . . . . s PUP94-0359 DATE I SSUE:D a 01/19/95 619--4171 PARCEL: 2S112AA-00400 SITE ADDRESS. . . : 15230 230 SW SGOUO I A PKWY S1.'4UIVISION. . . . a ZONING: I-P S^ BLOCK . . . . . LOT. . . . . . . . . . . • • s ____-__.___-____..._________.___ l ___ __________-f___-_.--------'-LXTERIUk wWLL CONSTIlUC;TIUIV- REISSUE a FLUOR ARE�:AS----------- CLADS OF WORK. : r�I RST. . . . .868`; S f N s S� E: W e TYPE OF USE.. . . :COM s;FCOND. . . : s f PROTEx'T +` 'TYPE OF CONST. :5N THIRD. . . . : S f N: S., E s W s OCCUPANCY GRP. :A3 TUTAL-------: b. 'B'D s f ROOF CONST:H FIRE REIT? :Y UCCUPANCY LCIAD:267 BASEMENT. s Sf AREA SEP. RATED: STOR. i 1 H T. :25 ft GARAGE. . . s f OCCU SEP. RA'TLD: BSMT'':N MEZL?:N RLUL) EE'FNACKS--- -- -- HEW IRED-------------------- F : FLOOR LOAD. . . . .. pS f LEFT: ft RGH i: Ft F'114 SPKL.Y SMOK DET. . :ISI i DWELLING UNITS: F=RNT: ft PEAR: ft FIR AL.RM:N HND T CF' ACC:Y ' ESE DRMb: BATHS. IMF' SURF ACE :00 PRO CORRIN PARK I NO: ' JALUE. $: 5000041 Remarks : A Place o Etat- tenant improvement FLUS L'HLIRUG T type amount by date recpt 15115 5w SEQUOIA PKWY, SL'I FI:; 2170 PItMT $ 143:3. 04' JF 01 /19/95 - � 1z1L CK f 931. 45 - 12/02/94 94-259270 T IGPRD OR 972`4 FI FRE f 57:3. 20 12/02,`94 94-2,5927 0 t� Phone #: E;FICT $ i1. 65 IF 01/19/95 - TII 300k. 00 JF 01/19/95 Contractor: UH UH BENILLY CONSTRUCTION ING r,l_J BUX 363 0hN=,HHM OR 97,A30 PI-.(ine #: 661-2:,103 >>; 33i_15. 30 TOTAL Req #. . : -0670 - - ---- - REQUIRED INSPECTIONS ---- -This perut is issued sub)ect to the -egulatieie contained in the Framing I n s p Tigard Municipal Code, State of Ore. Speciaity Ccdes and all other InsLwlat inn lns;p __�_-_•_ __ ____� applicable laws. All work will be done in occtrdance with (31-p bnar^d Insp approved plans. This permit will expire if work is not started SUsp C;ei ing InSp within IN days of Issuance, or if work Is suspended for more Final Inspection __• Van 180 days. 'ermitteo V 15SUed 0y '. Cc+ I for inspection 639•-4175 A AMA f (i f ,�... ., .- . r. ,,,w, <-.«r.,. .y.-.., n'N�a e-.. ._...+ - e ,a.Nn n ..w r:R' .f` ...`,✓'.'w' f,wr+arw+.'•r y,. Commercial Buildina Permit Application City of Tigard "13125 SW Hall Blvd. Tl and OR 97223 (503) 6394171 Jobsite Address: 12, YxCD LSF, ITLAW GgL.Ut Ott1c s Una only �N Tenant: "rd,� To �f Suite valuation: , owner: yRaa(awr L&f4ka L i,A Map s TL# Address: 11yj SLS_`1 W. 7��n n-�.• - Apprbv �� {+ratrri�. -- ; 1IiL(�� ,..�A, ,�/ � f Plallf tg Y Phone: (Svc 1 qL�f��'� (�`U - Engineering Mier Contrwtcr. M Y - Address: Type of const: 1 Occupancy Gass: Phone: Spr'^klered? Yes No Contractor's license _ (attach copy of current orpgon license) Sq. ft. of project: hb i Contact name & phone: _ Story (t st, 2nd, etc.) _ Proposed use: ;?� Architect/Englneer: AR`_4+M1: VA41 it" f4A,4 . Previous use:�e T Address: 6L1d!_ l ;T '1 ., i2z - Nott•: Plumbing & mechank;al plans ta>z q j.7G'I must be submitted at time of building permit application. Phone: %So�L JOEL DESCRIPTION: ���� �lC�� �Jfi1,Nl�-�Ul(:�/,� tSOL-- 444P9FW A . ik,4,� ARQ+trSct-> VA*4 tc" �t��drzt�s cko! Z26; - osv a +pplicant Signature A Phone number Received by: Date Received: F 7­40NY'. _........,....,.,,I.� nuwr, pe 1, L 6• r } PJ Cie- 0-4 yr � 4 Z� 95r� ;. .,r. ,�W,rw ,.�..�..'�+.,�.�r.,....,•w•gyp. ,.b�.. ..• u• w _.• ....$,v er Mr tir yr„4.M,,...+:ty, a,:.a.���wf+yr�` +; Pie No 1 CASE HIS'PORY FOR CASE NO.: DUP94-0359 PA CTRL II 4 15210 SW SEQUOIA PKWY - 04/21/96 Req/ ecbd/ >Ltd/ Action Notes Disp By Update Upd Action Description Date By code sent Daae Dote ------- ------------------------ -------- - i 12/t9/f4 MAB SUPC007 Application rec,ived / 12/n2/94 t7/n�/o4 12/19/94 MAB BUPCo10 Plan check deposit paid / / AppR MB 01/09/95 MAB AUPCO20 plan check by 01/09/95 01/19/95 JF 01/19/95 JF' BUPC100 (P) Issue pervit / / / / PASS MA 09/29/95 SDA BUPC460 Del review cand- met 09/19/95 02/07/95 PASS SLY 02/07/95 TLT` BUPC725 Slab Inep PART TLP 01/25/9S TLP BUPC:740 Framing Innp 01/24/95 1 hour wall BUPC740 Framiuq Innp 02/03/99 exterior furred out walls PART TLP 02/03/95 TLP PASA TLP 03/,16/95 TLP DUPC740 Framing lnep 03/06/95 '. BIIPCI40 Framing Inep 03/08/95 WALL COVRR FOR AATHRMS AND KITCHRN PART OR 03/06/95 G99 HUPC740 Framing In9P 03/13/95 TOP PART OF HOOD SHAFT FOR HOOD PART 08 03/13/95 098 KSF-2(SUPPLY LISTING FOR 1HR SHAFT CONST USING, 1 5/8" STUDS FRAM& OF RADIUS CFILIF$G AND .;OFFRTS APR DUPC140 Framing Inep 03/22/93 PASS TLP 03/23/95 TLP 6UPC750 Insulation Lnep / / / / 02/03/95 abve ceiling line west side PART TLP 02/03/95 TLP 03/16/93 PART TLP 03/17/95 TLP BUPC760 <11'p Board Inep / / / / ppBS TLP 03/23/!9 TLP BUPC760 Gyp Board Inapt / / 03/22/9!9 / 04/17/95 PASS TLP 04/17/95 TLP IIUPC762 Suml Ceilnq Inep PASS TLP 06/29/95 TLP BUPC799 Final Inepectinn 05/26/95 06/25/95 JF BUPC950 (F) Jesus Cert. L Occupancy / / 09/26/99 PASS TLP 10/17/95 TLP BUPC96u rase Finaled 05/26/95 I Cr I , i I i 1 +�+ 11 1 �I .prq., r qr b'r»+• ..•.rr�,,lry w`�Ar"y, .r. a...,,. *�. ,M, ..4„p, `r/..4 r ,;,•�.,.�» •w�,sr w Januar, 13, 1995 CITY OF t'14�MD OREGON Kelly J. Edwards Architect Van Lom Edwards 34 NW First Ave, Suite 309 Portland, Oregon 97209 RE. A Place To Eat Pacific Corporate Center I Buildir g 238 Tigard, Oregon 97224 Section 706 - Floor drain trap 1991 UPC with Oregon amendments Dear Mr. Edwards: I'm writing this letter as a follow up to the conversation we had last week. Your plan shows numerous floor drains and floor sinks with hano sinks wasting indirectly into the floor sinks. Section 706 of the UPC allows this, providing the fixture or fixtures are discharging to a vented soil or waste pipe and you are within the developed length, the length measured from the trap to the vented soil or x waste line. Presently your plan does not show any fixtures wasting directly into the building drain. I'm referring to the two branch line- going parallel with column seven. If you have any questions, please feel free to call me at 639-4171. Thank you, i Mike Sheehan Plumbing Inspector i 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684.2772 -- ---- -- e I� I I r' s• 1j I 11it,iii I I.t`I� 9 � I ,,.�. • III ! I Mr. Mark Burrows I City of Tigard s 13125 SW Hall Blvd. Tigard, Or 97223 i Project: "A Place to Eat" - plan check #124C 1.5230 SW Sequoia Parkway Subject: Building Plan Review The enclosed items are in response 'o your recent review. The items correspond to the order of issues within your review. r 1. Please see energy calculations enclosed. 4 2. The steel frame awnings will be designed by the awning contractor, who will submit design drawings for our review. Upon our review, we will in turn, submit the final � I drawings for your review. 3. Ple;se see revised details 6 and 10 sheet A 10. r 4. All hardware specified will be in compliance with ADA and Section 3109(c)1 5. All operable pails of controls. dispensers, receptacles, etc. will be mounted per Section 3109(b). All electrical and communication system receptacles will be mounted in compliance with Section 3109(c)2. 6. Per the drawings, the door between Dry Storage 18 and Bussing 15 has bc-n eliminated. 1 7. Please see enclosed details on sheet S1, and calculations for seismic bracing of mechanical equipment on the roof. 8. Please see enclosed copy of Washington County's Health Department report, and note changes a]-,:auy irrcc,porated into drawings. Q. The cooler freezer manufacturer is to be Kalt Manufacturing, whom we understand meets the requirements of the State of Oregon. Please see enclosed insignia of compliance. ! i I Arrhiterte Van tAlm Palwarik. UA.PC I 34 NV Fir-it.Suite 31W Portland,t)N 97209 503.226.054N) fits 503.273.80-V) is 'h ed ARCIIrrMA IN VAN IMI M:11Vt'4I111F Mechanical and Electrical Issues: is 1. All gas piping will have a minimum 6" clear space between the roof and piping. Please -ee enclosed detail. 2. There is no exposed ductwork on the roof, only penetrations from fans and ductwork directly tied to equipment from below. 3. Please see specification section 15860, 3.01, (F); and 15782, 2.02, (B), 3 &. 4 for interlocking switch information. k. Please see enclosed information on U.L. rated hood assembly. Should you feel this assembly does not fulfil; the intent of the code, we will provide an additional exhaust if from this area, or decrease the size of the hood as required. Please feel free to call for any further clarifications required. Sincercly, ARCHITECTS VAN LOWEDWARDS t , 1 Andrew A. Kraus ,j i t • a t ^ d 9 ' A DEPARTMENT OF LAND USE 8 TRANSPORTATION WASHINGTON LAND DEVELOPMENT SERVICES DIVISION 155 NORTH FIRST,HILLSBORO,OR 97124 CO! IA W9 INSPECTiON REQUESTS: 503/0340.35811693-4415 OREGON XXXXXXXXX--> 640-34-/0 � Page s 1 of 1 Date : 01/U5/95 Time : 11 : 09 Permit 'type Commercial E1ictrical Pr?rmit Permit # t U9U62168 Permit Status APPRUVEL) Applied 12/23/94 SitUS Address 15zJU SW bi--;�vUlA PK 'T1 Issued 01/05/95 Permit Title PAI,'IF1C CORP CENTER - BLDG 238 C(.impleted 4W Permit Uescr. JUH 2530 '1'o Lxpi.re 06/27/95 Project 'Title : PACIFIC CORP CENTER - BLDG 238 Project R : P0046415 Project Deccr. J08 2530 * EROSION Parcell Number : 251TI -- Land Use District Valuntion U Leqal Desc_•r. Uwner INSPE;CT.LLIN - TIGARD Construction : EPR Applicant Name : bAC:HUFNLH I.LE;CTRiC Classification s 900 Applicant Addr. : 55 SE; MAIN ST Occupancy PUHTLANJ, UH 9 /214 Validated by : PH Applicant phone: 233-2ui16 Inspector Area : Fee description Units F'ee/Unit. Ext fee Data _.----------------------------------------------....-------------------------------- Uver 1UUU amps or volts 1 340 . 00 340 , 00 is trach branch W/ Weeder (En-.er # .I 4 5 . 0U 20 . 00 Subtotal Electrical Pees : 36U , U0 State Surch.atge of 5% 18 UU Plans Review Fee- ( Y-YES ) 90100 Y Total Electrical Fees s 468 . 00 *�* Fees Required *** *** Fees Collected 6 Credits *** ----------------------------- ------------- ---------- ------------------------- Method Check 4 Receipt No Date Payment CK 8530 12/23/94 458 . 00 CK 8542 01/05/95 10. 00 'l'c.TAL THIS DA'Z'E. 10 , 00 f•'ees : 41`58 . UU Adjustments : . UU 'total Credits : . 00 Total. Fees : 468 . 00 TotaI Payments : 468 . UU Ba Lance Due : . 00 NOTICE: This permit becomes null at 0 vold It the work or construction for r rnlLh It Is Issued Is not commenced within 180 days. Once construction has started. the permit b-gimmes null and void If construction Is Interrupted for a period of 180 days. I certify that the Information presented by the eppllcant end his agent or agents In suppor,of this permit Is true and correct to the best of our knowledge. I acknowledge that the Building Department's reliance � upon(else and misleading Information may Invalidate this purmit. All provisions of applicable laws and ordinances goveming the construction and use of this building or structure will he complied with whether or not specified on the pmns or noted on the plane correction sheets. I acknowledge that the granting of a permit doer not grant authority to access private property or to use easements. I further acknowledge that the use or occupancy of the structure or bullring permitted dept nds upon my calling for Inspections at various times during the process of construction and the building inspee:tlon staff verlyng compliance with the various codes. Use of occupancy of the building or structure pa+mltted prior to approve!by the Building Der artment Is solely at the risk of the applicant and such use or occupancy Is revocable until all Inspection requirements are satisfied and approval Is Alvan by the Building OMcial. I further acknowledge that a lion may be placed on the title of the property upon which the oermlt is Issued sprcifying that the use or occupancy of the building or stricture Is provisional and revocable until the satlsf[ctlon of all Inspection n.rulremeMs. APPLICANT'S SIGNATURE r v tt° o +:•:F',� .� , .a. f� JOB #2530 WASHINGTON COUNTYELECTRICAL PERMIT � Department of Landd (Ise & Transportation Electrical Inspection Sectionq P P LIPATION 155 North First Avenue, #350-12 /♦ Hillsboro, Oregon 97124 Information: (503)640-3470 Fax: (503) 6934412 Permit �•l Number S �.�/G? Date ✓� - ' ' 4. Complete Fee Schedule below 1. Location of installation Number of Inspections per permit allowed II Address 15230 Sw SEQUOIA PARKWAY Ser%,ice Included: Items Cost(ea.) Sum i Building 238 A. Residential -per unit City TIGARD Suite . -- 1000 sq.It,or less 4 Tanant Name [,ich additional 500 sq.It (if commercifl) or portion thereof ___ $25.00 _ Limited Energy - $25.00 __ 1 Map No. --Tax Lot Each Manurd Home or Modular Dwelling 1ervic.e cr Feeder _ $68.00 Thomas Map Book: Page:.._ Section:---- Directions--- ection:_ _- Directions- ___ ---- B. Services or Feeders Installation,alterations or relocation 200 amps or less __- $60.00 2 Commercial Residential❑ 201 amps to 400 amps $80.00 2 401 amps to 600 amps _ $120.00 2 601 amps to 1000 amps $180.00 - 2a. Contractor installation only: Over 1000 amps or volts _ $340.00 2 Electrical ContrVor IACHOrNER ELECTRIC Recornectonly ---- $5000 2 Address City T I QARD State OR ZIP9 7 2 C. Temporary SErvices or Feeders DateJob Number 2' 3 0 _ Installation,alteration or relocation Property Owner 200 amps or less $50.00 __ 2 Contractor's License No. _ 26-451C 201 amps to 400 amps $75.00 Contractor's Board Reg. No. _.4 4 5�9 401 ampo to 600 amps $100.00 _�__ 2 Over 600 amps to 1000 volts see'R'above Signature of StapLOF,(ec'n LCL� D. Branch Circuits i 1 License No. Z 88 aPhone N0. �3�- New,alters!ion or extension per panel II a) The tee for branch circuits with 2b. For owner installations: purchase of service or feeder fee. Each branch circuit 35.00 _- 2 notnen a ame _ Mono 1`l0. -- b) The fee for branch circuits without purc hose of service or feeder fee. Address -J--"`----- "- '-- First branch circuit $35.00 2 Foch add'nl branch circuit--4-- $5.00 - 2 0-�Ir� 2 E. Miscellaneous (Service or Feeder-not included) Each pump or irrigation circle $40.01 ___ 2 The instal!ation is being made on property 1 own Each sign or outline lighting $40.00 _ 2 which is not intended for sale, lease or rent. S gnal circult(s)or a limited 9nergy panel,alteration Owner's Signnture or extension $40.00 2 F. Each additional inspection over tho allowable - - ------- fn any of the above 3. Plan Review section (if required) Rn inspection $35.00 Per hour $55 00 Please check appropriate Nem and enter fee In erection 5B. In Plant $55.00 4 or more residential units in one structure Service ano feeder, 800 amps or more 5. Fees System over 600 volts nominal A. Enter total of above fees $ 360. 00 Classified area or s'rurture containing special `i% Surcharge (.05 X total fees) $ 18. 00 _ occupancy as described in N.E.C. Chapter 5 ;subtotal $ B. Enter 25% of line A for 0 Subndt 2 sets 0i plans with appl(cation where any of the Flan Review if required (Section 3, $ -20 .00-.- above apply. Not required for ternpmary construction Subtotal $ s�____ atirvii es. L i Trust Account $ _ ---� Balance Due $ io-_ For inspections call This permit becomes null and void N the work authorized by the permit 1s not oomr*ew sd 640-3561 or 693-4415 within trio dnye Arorn date of Issuance of such permit or N the work authorized Is suspe Wed or obenAonv J N any time Ater work Is commenced for a period of tb flays, 24-houi recorder, one working .lay in advance of need Ekdrical PmrnNa are narrefundable and iron-trenslereble. 8/94 W. e A � 1 � 4 � o �1; , R � ltieti�"x�t�ra+�t'*w�n+�llnlrN +AMIMd�� i PROJECT P10. {� 15 WASHINGTON COUNTY INSPECTION CARD / DEPARTMENT OF LAND USE AND TRANSPORTATION PERW NO. FOR INSPECTIONS CALL: 640-3561, 24 HOURS 9 FOR INFORMATION CALL: 640-3470 A DATE 12 I ADLRLSS I "`' V�( r- — PERMITEE 2A--- PHONE NO. 33 `204, __� BUILDING _ MISCELLANEOUS PLUMBING --_ ELECTRICAL — - a ftq po'Wheam nail mobile home ground rain drain temp seryl 4 fdn frame apron/ wood stove post/heam storm sewer cover service sidewalk slab 4.,sul HVAC top-out FINAL FINAL FINAL pas test sewer USA No. "HER APPROVED NO f APPROVED REOUESTED INSPFCTION STOP WORK UNTIL• REPAIR A01) RE-INSPECT DAPPROVED 11OMFVFh NO)c: �J GAA C INSPECTED By GATE s t 4, 0 •• December 20, 1994 CITY OF TIGARD A�► Andrew A. Kraus , Architects Van Lom, Edwards OR� � 34 NW first, Suite 309 oft Portland, OR 97209 Project : A Place To Eat - plan check #12-4C 15230 SW Sequoia Parkway r.: Subject : Building Plan Review (1991 UIIC with Oregon Amendments) The plans for this project were re-sewed for conformity with applicable codes. Please submit the -:ollowing items for completion of the plan review process at your e, rliest convenience : 1 . Submit the Oregon energy compliance forms for review. Indicate the R-values on the plans . 2 . Submit the fabric covered steel frame awning designs for. review. 3 . Detail 10/A10 indicates a listed shaft USG AsEiciation WP 1340 . This assembly is for walls and interior partitions, not shafts . 4 Handles, pulls, latches, locks and other operating devices on doors, windows, cabinets, plumbing fixtures and storage facilities shall have leve-r or other shape permitting operation by wrist or arm pressure and not requiring tight grasping, pinching or twisting to operate. The force required to activaf.e such equipment shall be not _greater than 5 pounds force (section 3109 (c) 1) . 5 . The highest operas 1c, part of enviro-.mental and other controls, dispensers, receptacles and other operable equipment shall be within at least ene of the reach ranges specified in Section 3109 (b) , and not less than 36 _ inches above the floor. Electrical and communications systems receptacles on walls shall be mounted a minimum of 15 inches high above the floor. (section 3109 (c) 2) . oil 6 . The double-acting door between dry-storage 18 and bussing AIM 15 shall have 22 inches clear minimum to the adjacent wall when opened at 90 degrees into bussing 15 (section I 3305 (d) exception) . See memo letter dated 11-8-94 . t 13125 SW Hall Blvd., Tigard, OR 972.23 (503) 639-4171 TDD (503) 634-2772 ---.— . „,,.. ... w....... .,.r..,, �..rr......4. r.r _.... ,,. .r,. .wr�, ..r, 'M e,•,ai ..w,. +r-��.'. .. ,w•n,Kr +r.wo 1 � Y 1 V.. 7 . Submit seismic bracing and structural calculations for � the mechanical equipment on the roof whici. excFe.?c 500 pounds per unit . g . Summit a ropy of Washington County' s Health Department report f.cr review. 9 . Cooler/freezer mant.Zactures to be approved by the State of Oregon' s Building Codes Division. Please submit t,1e manufactures names and thi,=!e sets of plans for review. I The following mechanical correctAnns are noted (1991 Uniform Mechanical Code with Oregon Amendments) : 1 Gas piping on the roof to have a 6 inch clear space minimum between the roof and the piping. I 2 . Submit details for all ductwork to equipment on the roof including all intake and exhaust ductwork for hoods . 3 . Each room provided with an exhaust system shall have air_ supplied to the room equal to the amount of air to he exhausted. The exhaust and makeup air systems shall be connected by an electrical interlocking switch (section 2003 (ii ) . 4 . Each exhaust outlet shall serve not more than a 12-foot section of hood (section 2003 (3 ) ) . The type 1 hood in the kitchen has an overall length of 15 feet, 3 inches . Please make these corrections on the appropriate pages of the drawings and resubmit three copies of: each page to the City of Tigard for review. This plan review does not include electrical_ or plumbing plan reviews . Electrical concerns can be directed to Washington `,:)unto at 640-3470 and plumbing concerns to Mike Sheehan at the City of Tigard at 639-4171 extension 312 . if you have any questions on concerns, please do not hesitate to call . Sincerely, Mark Burrows ` Plans Examiner 639-4171 ext . 361 mb/pcO12-4.Aoc "t v .,`6.. i I ^ i • t 4� t TUALATIN VALLE" FIRE & RUSCUE • AND ' BEAVERTON AFIRE D&,FA.RTMENT 4755 S.W. Griffith Drive• P.O. Pox 4755 • Beaverton, OR 97076• (503) 526-241 • FAX 526.2538 / r December 19, .19,74 N Delta Fire, Inc. 14795 S.P . 72nd Avenue r� Portland, Oregon 97224 Re: Building 238 r �� f*Tvr S.w. Sequt,.ia I-Jkwy.. ` 619OB-100-000 Gentlemen: This is a Ire and Life Safety Plan Review and is based on the 1991 editions of the Uniform Fire Code (UFC) and thou: sections of �h% Uniform Building Code (UDC) and Uniform Mechanical Code (UMC) specifically referencing the fire department:, and other local ordinances and regulations. Plans are conditionally apprmveel s-.ibject to the following items. P1a is may be picked ap at the CI Ly of Tigard . Building Department. This office would advise calling the builr-ing department to assure 'hat plans have been transferred p,•ior to .making a special trip. Please submit (,-!it sheens for automatic si:r.inkler heads, back flow preventor showing flaw characteristics for friction losses, and any other specialized equipment that may be installed in this building. Automatic sprinkler heads shall be installed para.11el to the roof deck in Section View 101 . Us.in.7 the S & L method of automatic sprinkler head coverage P a per er rcad square foot of 102 square .feet not 100. �. At a density of .21 gpm/square feet . The star_ ' ing heads should start at 21 .42 gpm not. 21 gpm at a pressore of .14 . 53 psi . Please revise automatic sprinkler ca1 ::,:2at:ions and resubini.t for review and approval . "Work+ns".Cmoke 1111,110",Save hues ,•r . .. . .law-' W +I 's r Delta Fire, Inc, i December 19, 1999 i Page 2 � I � Call City of Tigard Building Department with appropriate Ix-rmit numbers to request sc;ieduling of inspections. V t-er completion of the system inspect_'�ns, a Contractor'_: Material and Test Certificate shall be completed aped forwarded to this office for permanent filing. If I can be of any further assistance to you, please feel s free to contact me at 526-2502 . Sincerely, Gene Birchill, DFM Plans .examiner GB:kw cc: City of Tigard Building Department i .F F: e3 'V F$� F ..JAMV,...y„N. .11 •M.*+w. ••v,,.l„e 'a..v. - •,ry .�,. F v s I l i Hydraulics Summary Sheet • DELTA FIRE, INC. Designer: AGC 14795 S.W. 72ND AVENUE Calc By: SGC • i PORTLAND OR Gate: t 1 94 97224-7952 fr, ' Hydraulics Project Information H y Information PACIFIC CORPORATE CENTER * BLDG 238 r, TIGARD, OREGON Demand... Spr R.eq'd Pres: 80.60 PSI Spr Req'd Flow: 77 2.97 GPM OPN VALLEY FIDE MARSHAI. pF l4Add'I Flows: 500.00 GPM Hose at Srce: 0.00 GPM i Contract No: I Total Flow: 127 2.97 GPM Building: 238 � R1f�i1'G�!�%.1 Y .Af'i�P^1'rQ. . . . . . . n'-0,3 t•'�NJt9 Nt)t NV APPRQVAEl Total Pres: 83.02 PSI System ID: I-04OF Static Elev: 0.00 Ft Ref. Drawing No: 1 cf i DLEr.FR upply,-- Construction: WOOD 9E � ' Water Flow Test Oczuponcy: UNDETEPir 1 Static: 100.00 PSL Authority: Residual: 96.00 GPM r ---- - -- -- - Qty Flowing: 2186.0P GPM - - ------ --- --- --- Elevation: 0,00 Ft ` t System Information System Type. WE TPEE Date:-------- Time:------- IBy: -------------------- Hydraulics Design Criteria Fump Data Density: 21 GPM iSgF-t Rated: (NP) PS72 (NA) GPM '9 Remot Area: 3000 SaFt Boost Pres: (NA) PSI ry ;{ Sprinkler Coverage: 100 SgFt r I Discharge Pres: (NA) PSI Design Standard: NFPA 13 Discharge flow; CNh) GPM Hazard: OPGI NAPM Combined Figure: 5-2.3 Curve: 3 Static: (NA) PSI Residual (NA) GPM Sprinklers / Nozzles Oty Flowing: (NA) GPM Manufacturer: DELI, BLE Model: GII Available... Size: 1 -2 4 P) 99.5-3 PSIQ 1272,97 GPM K-Factor: 5.6;: I F) 83.02 PS12 4772.11 GPM Temperature Rating: 165 Margin... Pressure: 15.51 PSI Flow: 3499.14 GPM Sigma Dynamics r'orration jC. Cooy,lgnt 7392. All glgnfv Resm—ed ' 00 Hydraulics l I r I �i w Mr" .y✓ '"M1Aln: r v, .w�.,1/. ,,«y .�,y,..F, ,,w � I� r. • I I AItclltTECIN, RFCFIVED NL)v I I; ,qq4 UTH '% NSMITTA LXN1FM11 +► It;,i1 11/08/94 I.11, V1,. 4.86 • City of Tigard I,1 "A Place to Eat" G Department of Planning Buffet Restaurant • 13135 SW Hall Boulevard s I�I'I i Tigard, Oregon 97224 i li �I %till: Mr. Mark Burrows I �1 The following represents my understanding of our conversation at todays meeting. Should you feel there are any errors, omissions, or that this summary does not accurately reflect the subjects discussed, please contact me. Plans for the base building (#238 of the Pacific Corporate Center) Have been previously approved. Orrr tenant will be a type A-3 restaurant occupancy of 8,685 sq.ft., with the adjoining tenant being a type B-2 occupancy of 8,882 sq.ft. - no rating is required on the occupancy separation. r Our tenant area will consist of 3,4133 sq.ft. of dining (227 people), and 182 sq.ft. of lobby (26 peopio), with the remaining area being buffet and kitchen area (14 employees), for a total calculated occupant load of 267 people. Parking plans have previously been approved - but the required number of stalls will be provided. (75 - including 3 handicap spaces.) Exiting width and locations are acceptable, with the possible exception of the :ear exit from the kitchen Since this area is not a required exit from the dining roorn, it should not be labeled a t o' k tr, "corridor" unless we construct it to be one-hour rated. It should also not have an exit sign from rhe dining room, and should be constructed as "open" as possible to avoid confusion with a d ^eyJ fir' "required exit corridor". If the door into the kitchen from this area is to remain double-actit.g, e ty w the width of this passage needs to be increased. All designated exits will be to a paved area or C; r sidewalk. cV.-, The outdoor seasonal seating ng area will not he fenced, but w;II he l,;.f,ered by landscaping. af'�� k All kitchen equipment, etc. will be constructed per code including all rated apr.�ings, shafts, etc. .I Thank you for your time and patience in this preliminary review. A. 11(laua %r•1'Ilil1'114 V"ll Ieml I'AIw'Urds. M.I't: 34 NQ F'irnt.Suite•a(N) I'urtllrnd.t;)t 9;21N) i>11i1 224.050 0 x503,27.1.8649 r n i ' + Y P �f