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13299 SW PACIFIC HIGHWAY 1 C SC N RLIC tE_M1. a__ dA (Note- All details are shown on sheet A1E unless otherwise noted ) 0Construct 3" Asphaltic Concrete over " crusheu rock do base as 1Q Double faced internally illuminated pole sign Conduit power by j • tiecified in all drive isles Refer to detail. W G.C. Sign, sign fo;.rndation, sign instailation dt eiectricol hook- up by Taco Bell. Construct 6" ), 18" P C.0 curb per detail v 1 i Internally Illuminated directional sign (sign face as noted) W Construct 2P.C.C. landscape edge sidewalk per detail. Foundation, conduit, do power by G C. Sign, sign installation and 03, electrical hook-up by Taco Bell 45 5o C'orstruct P.C.C. sidewalk per detail. (Strike p `i pints at ' O.C ) A. `Enter" � C• '� 'O `•� �/ �Y w [- .•--' / i� 7 Construct P.C.0 romp - max NG "Do Not Enter' slope 1:12, per detail r J. "Drive-thru - -->" ,� F • V K "Thank you" �' / . Construct 6" thick block P.C.0 paving W/ 6"x 6"- W 1.4 ,r W 1.4 Q II PROJECT LIMITS �• * W.F.(co.)et joints O 12' o c ) over 6" crushed rock. 12 Menu board and speaker on edestal with sensor to per detail P loop Block ckxlcrere shall comply with requirements of applicable Foundation, conduits to building, and power by G.C. Taco Bell to divisions & sec,tiuns for concrete n-iix design and quality control. supply and install the menu board, do speaker Taco Bell to supply A. Six (6) to seven (7) percent air-entering odm,xture required. sensor loop, Contractor to install sensor loop ] �1� \ Black concrete to comply with ASTM 0260 and as soecified in d 'C CL division 3• t2a Drive-up window sensor to p op; supplied by Taco Bell, installed by i-+ C B. 5 Ilia. of "Davis #860" per 92 Ib sack. of Portland Cement shall General Contractor. Break reinforcing mesh In paving OL td I 20 <1 1% be used to provide intregal color to the concrete paving a-- 00* V is Provide 400 watt, forward throw, metal halide yore light per detail. O O Construct trash enclosure on 6" P.C.C. pod per detail. Construct foundation and provide conduit and power per detail iJ .n+ — �� 1.1b Provide 400 wolf, wide throw, meal halide yard light per detail _-� ../� » A iu -tet - 56'-0 --+�� -^� t ` tip Provide Construct foundation and provide conduit and power per detail ,;� J 54'-01' _ O U 14 Install guard post per detail Paint to motch building color. 11m� t --- O d _...� 0^ I - _ _ �- "r 16 Point 24" high letters - white. U > - ( 8 17 Point traffic arroMs whiteAll • 18 Point handicap symbol white on blue background. 14 / N ' A r'�' 1 5a 13a 1$ --0 19 Point 4" wide solid stripe white. YW;MAOM, AW Ai- I#aWA"t' N PstMD OF HOT 1t�:)W"ANK 19a Point 12" wide solid stripe white. AND 9%1*1 a tg9+►a XB OR U50 ri I T r, EXWT FOR It PJWM FOR*"it C"4 o i,E*WS%Y FLOS%4M R ORAlift +.1 1 20 Landscape area See sheets l.1, L2, L3 MO ANY CWIE( WNW PARr1A1 LR 1 1 19 i (NIFIL tE,swiu K x PAG ro nc 7'-1 f" •- a 1 22 Install 1000 gal grease Interceptor per detail. See also plumbing owl,l"0o" 10 1 -►- drawings. W) N ) 24 Construct P.0 C cirb of Drive Thru Window per detail Lr 3'R 1 ! I 25 Provide pole mounted handicap sign per detail. 8 STALLS 0 9'-0" = 72'-0' \ 9 STALLS ® 9 -0 81 "P 26 Furnish and Install bike rock, "Pedaler'a Post" or equal by --- -- -- - _.Y.__ Life Enterprises, (903) 777.. 4751 5' ALLEY WAY nJ 4 2 Overhead clearance bar as per detaii Sheet AIF. Bar and installation 91 by Taco Bell. O �\ O - 28 Existing utilities, poles, signs, and !once to remain. �� n1 C-4 17 \ 29 Edge of new asphalt I i n 31 Constrict now P.C.C. curb per City of Tigard detail. 1 S 32 Construct new P.C.C. sidewalk per City of Tigard detail� 8 R -� � � •Q Jc--� 28'-0" 1 16'-0" � 5'-011 7 a __ _ _ 7 STALLS ® 9'-0" = 63'-0" 2 STALLS WITH 2 STALLS 0 2'R � 33 Install new flog pole, furnished by loco Bell. 0 J ____r 7'-0" ACCESS 25'-ON 9'-0" - 18' -0" ii 2 N - _ 13'R ~1'R 34 Install new trash receptacle, furnished by Taco Bell. O O 1 {{ nn 1 1 y '1n I iI+ 35 Install new model TFD 250M by Lithonia for flag illumination. ! 0 pI �.J H H 11 t I 1 1 17 O A 00 1 30'R i r- A tom' 13b 16L -6 � 18 18 6'-0 IYK � � �` O GENERAL NOTES' co 31: 11 17 1 16 F 19 1 Prior to starting construcflon, the Contractor shall 4. The location of underground utilities and .facilities It 7'-• 0" �`M �(!1 A11 be responsible to make sups that all required permits shown on thesis plans are based on field our,.-- � � Z and approvals have been obtained. No construction and Tocol utility company records, It shall be the f y � 0 or fohricotion shall begin •.ntil the Contractor hog contractor's full responsibility to contact the CO 4'-0".41 C ___ ` received and thoroughly reviewed all plans and other various utility companies to locate their facilities CO U ✓ M <v documents approved by all of the permitting authorities prior to starting construction No additional �� compensation shall be pcld to the contractor for UJ "/f"•�� S4 7.5 7 5a 2. All work shall be performed In accorcionce with these damage and repair to these facilities caused by a"„ • V 34 a 6 -01 I plans and specifications and the requirements and his work force. 0 (Q 2 2 8 -0 TYP standards of the local governing authority. The agile Wm W >� ---Y 0 _ report and recommendations setforth therein are a 5. All dimensions and grades shown on the plan;; M art of the on documents and in hall be O 0 conf!Ict shall precedence un ess specifically of ted const construction fl The contractor or ed by the contractor notify to the Tac;: v� 00 ... 34 1 34 y y OLoCr �3b r� I otherwise on the plans The contractor shall notify Bell Construction Manager If any discrepancies ,� 00 ' ROJECT -� Taco Bell construction manager of any discrepancy exist prior to proceeding with construction for 0 < � a I / N 20 LIMITS �` between soils report and plana, etc necessary plan or yrad� changes No extra r com be to the 3. Site grading shoil be performed in accordance with work tosbeioredone due ptoddimensions noragrades ctor t p _ I these plors and specifications and the recommendations shown incorrectly on these plans if such noti- !1. I _� L � 1 set forth n the sods report referenced in this plan fication has not been given 2t� 5c I - -- -- -- `TACO BEELL. I HOT N NOW set The contractor shall be responsible for removing I "I all soft, yielding, o• unstable materials and replacing 6. The Contractor shall be responsible for providing j I ' with Suitable materials as specified In the soils report. adequate safeguards, safety devices, protective All excavated or filled areas shall be compacted to equipment, and safety procedures and methods I I ! I I 90% of modified proctor maximum density per A.S.T.M. to protect the life. health, and safety of worker's II c t Test 0-1556-78 Moisture content at time of placement subcontractor's, supplier's, and the public on all ! 33 4'-- 0 shall not exceed 2% above nor 3% below optimum wok related to this protect. Ail work and safety I Contractor shall submit a compaction report prepared procedures shall be in full conformance with OSHA ' by a qualified Soils Engineer, registered within the requirements and the req,rlrements of local ® ' state where the work is performed, verifying that all governing agencies, PROPOSED TACO BELL � filled areas and subgrode areas within the building r1 +, pad area and ureas to be paved have been compacted 7 A set of approved final si• and building plans 12'-0" 34' .-C)" 31 -3 if �1' _ ( " I In accordance with these plans and specifications and must be onsite at all times durinq the r� M—70—H V-f � the recommendations set forth in the soils report const,uction period. ,-.onform .o U.B.C. and City of 1989 r t• L_ 8 All site wart shoo - ! 0 l 26 Tigard requirements. / 30'R -- ' " '_ , o ARCHITECTURAL. SITE PLAN Lj 15 —0 27 0 ' 18'R a g SCALE 1 = 10' o / > / a- C cr I (DIRECTIONAL SIGN SCHEDULE �1 � L. L 1$ -0 \ A.) ENTER J.) DRIVE-THRU - `t B.) EXIT K.) THANK YOU W 14 I 14 ip h14 C 24 / C.) ENTER -- L) WELCOME 30'R ! I l �- /_'� /-�1 O I $� ! , 2 19 l D.) FXIT - -- M.) RIGHT TURN ONLY 0 a1 \ \:J I I I 1zo I i r� c.� � ,8 E.) ExIT ONLY N,) LEFT TURN ONLY I `� I � 20 ®� `- "` F.) EXIT ONLY ----- 0.) BLANK 00 M �� G.) DO NOT ENTER P.) - +I IIrQ• _ - `�J ^a(�, H.) DRIVE-THRU Q.) - O sn —� 1 ) DRIVE-TI•tRU ONLY R ) • � I 17P-Opt _ _ v S 38• ( �� PROJECT LIMITS ` FLE NA:. PERSITLA .�d" w ��! 10 50' BUILDING SETD�K FROM L. OF ROAD ..�.. _..._ 23 aiAWN 19Y .,_ CHAMBERS acv BY / NEW DRIVEWAY APRON �-- .._._„� 18 DATE 8 MARCH 93 19D 91.111111-DING TYPE- ` S 33. 15' 17" W 56,09 REMOVE OLD DRIVEWAY APRON �t 32 f AlA 13299 SW Pacific Hwy l0V PACIFIC u d I Il -- 1 of t3 ��..II" •� //F""""�VV�/ 1+.1+'' HIGHWAY .......,.....-,"�.,.�..,-......»..............._.-.�,..._,.,...._ . t=ACt1_m'NtJtiIBBq 06--0578 r� If this unlike :II►I►e.u•s clearer II►;tll the 1 J 1.)1. 0 8 1998 docullivilt, Thr• docttllictgt is of nl:u incl eltt:grt,. 11101011L11 ED j�f�l�l!illll � ! I! Iji�ljt!Ili I!Ijl! I�ilj! t•I�Ij!!Ijl!!jljl l�,jl1i� l!I{I ' I!Ijlj!;Iji ;lj! i Ijl!II �ilf!s I Ijl{ i!lil{I! I , f Ijljl!Ill�i�i ! I{I{III'Iji{ I{I I i{Ijl� ijljl{I Ijfjljl�l•jl)I' INCM�MADE IN CHINA 1 cm 9 l t 0 I 12 19 14 Is I1 1 --�_-� - III!IIIIIIII!!Illllllllllllllllll!!I!!11111{!Ii11!I!!{!!!!!!!II{!!!! !11!!!!!111!1!{!illllll!{!III lilllill!Illf!{!11I1i!i! I!liil!f!I Il' I I! !!I!!il114111 !! Ili !!{I 'i! Ifi1 111i1i i 1' {III 1 I"II ! l!!' Il' l ' I' I I { Illt!t It !! 1!Il,li I �!! !iI ii I!II I Illi ill! II{1111�,1llIIIIIIIIII! Illllllt) II111lf1 !! y +#ki w� Aa 77 t l .st A MANROILEGEND - RIIJi- 228.55 1?' NW 221.89 - .341.68 TC NEW ELEVATION 'vK FE�JCE 12 SE 221 .!$ '�' BENCHMARK E 22 .�� 341.18 BC N b 1 ,(342581 EXISTING ELEVATION WASHINGTON COUNTY #128 .. ELEV. = 214.39 QZ 341.18 TC MATCH EXISTING ELEVATION 4r LOCATED LOCATED IN A CURB AT THE SW CORNER e QQr QQM BC BOTTOM OF CURB OF PACIFIC HWY. AND SW PARK STREET. Nnr 1D• EA EDGE OF ASPHALT �9 '- PROJECT LIMTC OP OF CURB TF .OP OF FOOTING SOIL ENGINEER O� TG TOP OF GRADE TS TOP OF SLAB;SIDEWALK C _ EARTH CONSULTANTS INC. -''• � 1 Y �•� 1805 136th PLACE NORTHEAST, SUITE 101 0' •e (Jl EASEME �. BELL_EVUE, WASHINGTON 98005 4. SEWER I 23p z o s C� (206) 643-3780 LL, STORM MANHOI-E - RIM = 234.39 °0s r5 _ �' SOILS REPORT E-5885 U - 12' SVS' 231.06 6" IN 231.64 36' E 224.81 GATE , SALVE ZJ ��~�'" CLEA�N�3 and ORADINQ NOTE3� �� _ � 2�9 ss� z?e e _ ~ , '�.,,J �1 �J I. This grading plan Is to be used In con junction with the . r .a� R ► ? y n architectural, demolition, landscape, and utility site plans for Information regarding site work. ~ 2J�59 23f•21 =,`i0•?T � ,- _49228 - �--��126. - K V -` �`- 3 1 2. See shoe, Al A for horizontal control. 232.Og- T 230:i1 rC g , C g,8; 1C y�_r ?fig c 29.6 �C to GRA"AiG Ail WftA1kM is BC Q &C D B7 t3 J 6 2 5'1� 3. See sheet Al Ei for site demolition. u[►"Mm a HDI 1t lar cawrol a^ AW 511A11 11or w IirPRmIIC�L uM u!D - PROJECT LJMIT FACEPT ra+ nr most FOR 1111'"rT „ e 4 Stm sheet AID for site utilities. is Fir Il[DMINK " �/ ► ' AiG ANY CCP13 TV*XQF,PMiU OP preparation, excavation, grading and construction ew+ '•• v / 5. Site WiF% SAL BE i�llf M 9! _ •.' 1 �5 ZG activities shall be performed In arcurdance with • ' ZZ465 OC recommendations and specification contained In the Solis •''' ' Report #F -5885 by Earth Consultants, Inc. dated November 19, 1992. 224 9C 2 ''v . • v� �; ••. ' : Q71 32. 2,3 g. 7 49 $C+ U; - u. Site grading shall be performed In accordance with these plans and specfflcotlons and the recommendations set forth 01 -� In the rolls report referonced on this plan set. The ? _1c2J2e rC P� contractor shal! be responsible for removing and replacing BC BC C all so't, yielding or unsuitable materials and replacing N with suitable materials as specified In the solls report. -4 All excavated or filled areas shall be compacted to 95% of '�N Q modified proctor maximum density per A.S.r.M. test D--698. Moisture content at time of placement shall not exceed 2% 1� > z above nor 3% below optimum. Contractor shall submit a co,mpacCon report prepared by a qualified solls engineer, { , registered within the state of Oregon verifying that all -� tilled areas and subgrade areas within the building pad area > and areas to be paved have been compacted In accordance with Zthese plans and specifications and the recommendations set y z forth In the nolle report. IC Ln 23� 3 gC ,50 ZC 2151D jyC (p 00 7. All work shall be performed ,n accordance with these plans 230'89 po �C �� 224.60 (D and specifications and the requirements and stoodards of the u(,,� 2 `� -�' Cit of Tigard. The Bolls report and recommendations set (� �A- -~��\ n1J ii / forth therein are part of the required construction I aco \ �� documents and In case of conflict shall take precedence (p Z C- un'sss speKiflcaily noted otherwise on the Ions. The �j i 224 6°0 C I contractor shall notify Taco Bell construction manager of 0 Q ?. any discrepancy between Boils report and plans, etc. _' 231.' 9C q �' 4'° I r= 8. All dimensions and grades shown on the plans shall be field 281.0 2 �� ( verlfled by the contractor prior to construction. Contractor shall notify Taco Bell construction manager of any It 23125 rC 1 _ 3 S f R( 3* *fC. I discrepancies exist prior to proceeding with construction Z 0 �`•� I ?J0�5 eC_ ' �30•�3 �� 1 2s 5J 8.02 - ' 84 9C for necessary plan or grade changes. No extra compensation 0 d 29,63 227 $ 2 g,e� gC 603 rtr . 22552 C I�I!I�{� �,1�I" 22-i shall be paid to the contractor .or work to be redone clue to �. � dlmenslons or grades shown Incorrectly on these plans I, �^ / 0 r such notiflcutlon has not been given. i1 74 8`a ��' � Q 230'ss B� ZZ ZZ 9C ?14 9. Initial Site Preparation: a: Q 2'� Remove vegetation and any all loll with signlflcont organic 0 '" (p / O 228,148 - 224.8.S content. Proof roll, scarify, and recompact subgrade as L0 _ recommended in the sas report. Fill low areas and 23p?9 z?�8 �° ) �- ' excavated areas with non-organic, non-expansive solls, up to Q Z / - _ -1 0 I sub-elevations as necessary to obtain final elevations 6�6 _ 0 � I 2? � I PROJECT � I shown. � 0 LIMITS 10. Foundation work, floor slab activities and site prep',xatlon shall be monitored by a qualifled geotechnical ongi(,eor. Q I 22825 I Actual foundation bearing grade shall be Inspected and r 46iot .�� Ic approved by the geotechnical engineer prior to alaring ✓'� 2128' I controls. - -- . . . TACO t3ELl. I HOT 'N NOW 11 All foundation and other excavations and / or trenches to be / I 1 structurally backfilled. 12. If wet subsoils are encountered or become wet during I construction, the soils engineer shall recommend and ?26 s supervise remedies. 13. Grade landscape areas flush w!th top of ad)ocent curbs. 230.05 Grade landscape areas within curbs and sidewalks with slight g 26 crown ',o avoid ponding and swampy areae. Provide landscape 2 PROPOSED TACO BELL TS 1rC 2 24,18 B berms as shown or plan. l� ,t28.��.--� 4 65 BC' , 228.43 gC '129.43 i3C, 6, .- M-70-f� p5 7,2 14. The Contractor shall be responsible for providing adequate 22693 22693 Z2 safeguards, safety devices, protective equipment, and safety 1989 Sq, 1--t. I \ procedures and methods to protect the Ilfe, health and REYNONe _228 4r9 �5 safety of workers, subccntractor's, suppller's, and the ?26.gpC 226' C _ �1 J O 1 h public on all work related to this pro)ec:t. All work and FF -- 221.00 ( / V• safety procedures shall conform to OSHA requirements. i 1.5. A set of approved final site and building plans must be on 1 �• site (It all times during the construction period. 0 16. All alto work shall conform to U.B.C. and City of Tigard requirements. 226.4@ �� 228.00 r 22;ss �s 8 Sc 2?6 7Z - Sze 22.1 96 X22 5 I I 227•� e`c 226,&,e-- e_$c - �3p ac i 226,,2 ec 225.80! , I t GRADING PLAN tc �C2� I a2oop O \ SCALE 1 10 OC 22?g%ec zef 4e rc pe �G z se �z rcL J Z11a-B6�rC Vis'=;4 rc �`M 22s O 2�,6¢ 2�.42 98 BC`\_ 2?8 5A 6� 2Z _ 818 8 e9 'I 62 �.� • -- i - •�ZZ --- BC� _ 22 eC 1 225 re •O 11 ------ --- Ss. gc 0.� S 38• lap 30» PROJECT LIMITS \ / ME NAME- PERSITEA .�.•- -- - -- -•- - w 139 ' _- - .___ `_ - -!-� 50' BUILDING SETBACK FROM .L OF ROAD DRAWN 9Y, GJ CHAMBERS MATCH EXISTING --\ �- _.........__� _ ` CM*D ori ELEVATION PROJECT LIMITS 5 WA1ER EASEMENT r'F'Tj \ •�.. ` ` _ DATE, 12 MARCH 1993 i BLAJ:) (l TYPE+ 51 S 33' 15' 17" W 56.09' M-70--H --- .1 .1; i-�l• .,�i; G.T.E. MANHOLE A1C WATER MAIN of 13299iSW Pacific Hwy SW PACIFIC HIGHWAY �A«m 2olfl 06-05`8 r If this 1lotic•c ;1P11c:11's Clearer 111,In tl1(• JUL p 8 1998 (10C'IIIIIel11, the docullient is of 111:1v4_611:11 (111:11111'. idCROt�iIAIFID I�IJI �I � IIIIIII i{ !! Iii� III�I{i IIICIII� I;l.�i II;!j! {il!{ !II(i !II{lli� llill I i�ill;i�l;ir! ! I�i�Ii�i�lll I Ill�i{II� {I{ i IIIi {II!llj� I i i�IIIilIiIl { I{! I iillliill �lll IIIIIII{I�I� I•! INCN ' MADE IN CHINA 1 cm 2� 1 -21 �I��IIIIIIIIIIIIIIIIIIII{!IIiIIIII{IlIIIIII!iIII!IIIIiIIIiiI{ill!iillllIII!Sliliiiijllljlillijjlj111111illjlii,Illlljlii Ili iilill Iliii jjl ijjllilli {I III I,„f'1 i,l•Int 1 i Ill,!jt^ :+Fill (+,�� I {I til, ,{ln 1'li{ISI II!illl{illi!it,iilllllllllil,i,ill{Iiilli!' �� ,� , �� .{ .Ii , ,. iI ...,I{I I, N Ilii! I,I.1{Ili! , ,.,, „{I I,I n�Ililll �, I..,..I III +I��II� ..II,. ,,► , R Q:MAIjHDL2-26.55 r 1'2" PliN 221.89 IA CHAIN LINK FEN12. CE " SE 2''1 .78( N'r - u AREA DRAIN ij" E GRATE = 2.34.15 6 W 23262 r - - ` ,oma � � - _ 14.02 - srTE_urn.mE SCOPE of WORK: -- dM All construction materials and Installations shall conform to e o ,.� 0requirements of the respective utility company, including trench 1g• ,// . location and depth. Any dlaaeponcles between these drawings & •� • specificatlor,s must be reported to Taco Bell Immediately for 0 - clarfflcation prior to commencing work. tz 1. TELFPHONE: IC 1 General Contractor shall provide trenching, (1) 2' PVC •E conduit with pull string, and all backfilling from existing V C • pole to and Including building service entry. In addition iL id SE the contractor shall provide a 48' x 48' x 3/4' plywood telephone board mounted In the Building with a #6 ground to 0 I the electrical anal. STORM MANHOLE �J r ---- GiE Northwest pull the telephone cables from the existing 0 RIM = 234.39 - -._-- � p � g � 3 r - 1 facilities to the telephone backboard and terminate. 12" SA . 31.J6 I I •� 6" W ^,2,31 .84 _ I �• 'l. POWER: W 36" E 2-4.81 GATEGeneral Contractor to provide (1) 4' sch. 40 PVC conduit m VA12�L _ - _ from base of pole to C/T CAN. All conduits to 0 bedding,have pull rope GC to provide all trenching, n , & backfill from power pole to Ctrl- CAN k r� �Y T PGE to provide conductors and current transformer. � 3. GAS: r' T' T • General Contractor. provide 1' gas line from building to meter. Northwest Natural Go-A to provide trenching, tap, piping, and nes LIRA"AM) 4; MFgtNArION IS backfill from existing bas main In street to and including X ROUTY of HOT 1r N"caIMAAat gas meter. #4 sou NOT If rsn+cuM hi UWD fel M Fur4101Ef(W tf10!T J • IS DAM f FL*WS FD IIF AA" a�tF, 9VII eE�u To of 4. WATER: Aro ANY(LKS HN11,PAknAi UN . ••,•'� General Contractor. General Contractor to provide all • �` trencbIng & piping, pipe hooding and backfill from new ° F°r°e1A10 �• ; 'Z ./ ti •■ ''; domestic water mete to building entrance, and from the •....• ' v 1 Irrigation meter & "-able backflow check valve to Irrigation ! system. GC to install double backflow check valve for dornestic v ■ & irrigation. Refer to the Building & Landscape Drawings for ;;ontlnuatlon of systems. w Ul Tigard Water District shall provide all the necessary Items :��• from the existing water main to and Including the orrnestk. 41W." •,.e • awater meter, and meter box at the property line. N -1 •: •' a 5, SANITARY SE'f": 4.Y p .• a ',.; General Contractor to pro-Ads trenching, sewer pipe, bedding, and backfill from existing sewer lateral Ito building and grease interceptor. Refer to mPlumbing Drawings for continuation of system. I p 6. STORM SEWER / ROOF DRAINS: I J ,•�.f1r p General Contractor to Install new catch basin, piping and �''�ol S drywalls shown, provide all components indicated on contract Z documents and as necessary for eompiete01 0 , functioning system. LO f (30 nUHi I / O r � ` U M M NOTES O 1. ` ee sheet AtA for horizontal control and General Notes. 2. See &eet A18 for alto demolition. T J 3 t 1 1 I 3. See sheet A1C for site grading. LL RIM=224.1 - ` �-� RIM 223.8 4. This utility alto plan Is to be used In con)unctlon with the -= ' 171. 111 as 1 Architectural, Demolition, Landscape do Grading site plans [L- O II i A' 111i for Information regarding site work. U) M I p°�• I S. Pipe materials: Q �, A. Water service materials shall be copper type W. --� / 0 Diameter shall be as shown on drawings. Provide 24' J o- I cover on water service. Contractor's price of water 0 I � w � O `•> serwlce shall incl Ida all fees and appurtenances m In I - - O f----- ! required by the utility to provide a complete working c O 0 • service. z lb I 0 L Q t I I B PVC ASTM 3034, SDR 35 r , C. �•/ IE 2.25.00 - "01 STORM 19.11' � C. Sanitary Sewer 034. Q co 0 '��• PVC ASTM - 3G34, SDR 35 �.•// I D. Eleetrlcal & Telephone Conduit: t.-- ISCH 40 U.L Listed PVC, gray, 36' cover, 36" sweeps r-- I - -�-C_0 r-�- -�- ---- O I E. Roof Drain llght!Ine SIDR J \ PVC ASTM - 3034, SDR 35 F. Drywells: I I Precast 48" perforated concrete sections I ASTM 0478 per City of Tigard standards. I 9 I •0• S" I I 6. The location of underground facllltiea shown on these plans .� are based on field surveys and 'ocal utility company record. O I It Shall be the contractor's responsibility to contact the various utility companies to locate their facilities prior ® 0 �- to ,tarting construction. No additional compensation shall be paid to the contractor for damage and repair to these - PROPOSED TACO BELL ^ I facilities caused by his work force. M_70_H1(0 FUMM i • 989 Sq. r-t. L I� C.Li O. I V)i __ • '� I CA °�- UTILITY P r- -- IE 224. 3- I 40 STORM 15.05- '`-� _ RIM 220.4 4"0 STORM 24.00' ,M z! I I O \•� L -i ¢I IE 223.83 I_ J IE 217.50 -0 \\ AQ, �-- �! C.O. 6*0 115.00' SAPTARY 0 5.7% °°• ss, _se>st_ s� erg �asYi.�-. asst sns�s s� s�� r� sir a�sz a } a SGS/ => '�t 105.00' 0 5.0% C 0. + -'► ��• 3 IE 23.60 S w . �- 12" TELE. CO DUIT As FSR MICNh� IE 220.1`a -.'� IE 218.30 1[A - _ `/2 F�Iwo PERSITEA -S 3$• 180 30~ �/ , �^ , • �'�'�� ' 50' BUILDING SETBACK FROM .L. OF ROAD ` �`r/ -- `- -- ��7. �- �. - .� __ � �� _- ____ ____ __ - �. - - - -- -- -- --- .� DRAWN 611', GJ CHAMBERS -- NEW 1" WATER MAIN W/- ,- 2-4� ELEC. CONDUIT !� l /r IE 217.60 V �� Zt C.O 5i 'MATER EASEMENT -_ i. t3 w CWD er, li I BACKFL..OW DEVICE W/ DBL GATE VALVE OI CHECK VALVE (typ. OF 2) � DATE 12 MARCH 1993 6liDlPKI TYPE SEE L2 FOR IRRIGATION , S 33• 15' 17" W 56.09# - ,� M-70_H al:r�T Nt11MM CATCH bA;,IN IQG T !IAMH L FAiD E � WATER MAI t I FACIA-M NUMBER 13299 SW Pacific Hwy SW PACIFIC HIGHWAY 3of8 r ' 06-0578 �`' If This police :ilillc:u•s clearer Ilr:rn Ihc• 1 JUL 0 R 1998 document, Ihc doctiment is of marl;*n;Il clualit. . ilIC OFILMED tlil! � � �! I!I! ! � I�lj !� Ijljl i I�Ijljl�i;!;I l•l�lii �l�! �lii�i !� i�ijij!{i� 1 1 Ii!j!;Ijl;iji i Ijl; i !II�! ill ! I !I ;�i � l �l�► iii�ljljij1�il i I�!�lli �i� llll!'i ' I1i11� 11►I ►1i II ! I!II�!� ijl• � INCH Mule IN CHINA - - i�-- IIIIIIIIillil�ll!{!lllljllll!I!!I`!I!!!1111111!Illll!�!!!llllll�!Illlllli�!!!Ilii!!�!!!full!,!!Illfl!II{!llll!!!�!lIIIi!!!�Illli!1!l�littl!!li,lil! !1i1�!!!!Iiillillllill!1�!III!!!!!�ill!11!!!�111! III{�iiliillil�l!{ill!I!�!!;;lllll�'III!!{{I�II!IIIiII�!llli!III,!{!illi{1+11111111!!!II!II{Ilillllll!' , I a n. .71i .. r 1... :I.. ,.r '�� .. ..... ...:. .. :. r� .. ! .... � .r. .. ... ..f.. .. .. .,..,. � r � .� :Y.. 4 I I.. �. 4 r� e. , 1 ' 1 ♦, r , .. .. .. -.. ., 1 .. .. is ..1 i - - L k t ♦ 1 t r• .i, •l- I • . �.'.' ., f r 1.-• 1 a '* M y' ,'•1' �' w�•.. . + V L. v' •1 , i . . 'J' !• 1it 1 1 •� 1 r f 4 r• �.• •, x i /' t f f 7 , E Lir~ � . rI •1 /• i .' �.• � q •Y �} 't A 9 ` LL �► 1 I 1 1 S� �• �: . •r'• r {•Y � 4 . � 1 1 r t . •,)1 «' � ja'i.'f^'V10 w+ply4:�1�, .�i.r11.'•"j•1'�1 y".•c.. •hJ.►. aI.,t, . '�� :�•.•tw t .s-1: •j i• '11 - yj . .. , ---r— - ( ,. :, ', •r ••' + , •• ,. Y .. • �. .� 1/2- pAX 8' BARREL BOLT LOCK --- ,, �• f i. 6' DIA. STEEL POST �: .. A 's[ - PAVEMENT DIMENSIONS lr •t; .i .;,T :r';, ' f, 20'-9' • __`_ 10-O_ PROVIDE EXP NSW 1 : FULLED W/CONCRETE 4' DIRECTIONAL SIGNS - - REFER TO THIS POINT ,�' I *" -~ _--- 1` A DECK 1 • c A )E_ I METAL I 1 AT 20' OC 1 1' X 18G , N 10 S A H N RY -- .. I . RO 11Sf b• . I . 6 MENU BO ! • . t' RADIUS BOTH SIDES . /--' PAVEh1ENT ELEVATIONS o �. - �; i . SEE SITE PIAN FOR srl REFER TO 1WS POINT c�5 EO0 -- -- -- 4'-0' ---- 3•X 4-X 1/4' METAL ANGLE ` t FINISH GRADE—", ! 1�--- FINISH SURFACE 1„ t-�- (�►ENTATION; ,.a,,�� ; FRAME 4 SIDES EA GATE -- \', = 3'CL A+ SS B ASPHALTIC CONCRETE OI £ - ' - - PARKING LOT SURFACE S' 3/4' MINUS CRUSHED ROCK N o ---- -----T--- AS SPECIFIED e5 m ',�, ;1 2 PAIR McKINNEY 1483781 co �'X 1B' FDO T I NG _ - - - - 1 ,• :.,,f' _ 2-t4 BARS CONTINUOUS •'".•••- ,• \ "i HINGES EA GATE T ► "> •n r J TOP H BOTTOM o►'/``' .:�' co I �' �_ - --- 1 f ► "{. r. 18' DIA CONCRETE - 1' 1 - - _ y OVER I All CURBING TO 8E / x '✓;� FOOTING - _ � - _ - - T ; ` �_______ � NATIVE SOIL OR COMPACTED FILL � C 00 _ " 1/2" DIAL PWR. CONoUT �i- PROVIDE T DA 6' LONG GALV --`"->i(. .. , 2000 PSI 28 DAY v� TO SPEAKER PEDESTAL - � � ��• -o• ?•; No SCALE .� . ' PIPE EMBEOEo IN rn,�tc��rE s � � SP105 PCC SCALE 3 :1 SP104 - 1 ___T_ - J_za �. FOR CANEB(JI T. 0a t; FLUTED PLITFA�E .•/ �, I' ! o B..X 8-X i6' �. .' ►.. r -- I y 1 0� 4,h��','. �: CURB ' 2 GUARD POST 1 l �' ' >e GA PAINTED TAIL CMU WAII� �x -.CONCRETE 2. T E / v DIA PWR CON!c>U Al (BOX RIBFOR DR _ 1 MENU 60ARo SIGNS I i 1 WE80E0 TO SREBIX 2 �'�; �/ -;' t:) •G � UN _ I EXPANDED METAL 6' IUNG PRECAST CONIC. WHEELSTOP W/2-o4 BARS ! i �'�/ / ! d t 1UBE @ 15' C C , ,'.!• / [L. 1 1 d i CONI S'-9' TONG �," % Ir l•y 41 7-6' MIN. TO_ r'' � I � 6" CF ' 0 Cl. V �� . ANtrHOR BOLTS CONST JOINT. ____._ ,' I ,1�,, �►�, , PROPERTY LINE ,� I _ J S-X S'Y, 1/4' STEEL TUBE ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE _ � 4 - 1/1' DIA DIRECTIONAL '- -- ►i '�' I PARVING SURFACE AS �-OC - - W/ 5'X S-X 1/4' CAP PLATE �/ / STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ' +t t9 SPECIFIED SIGNS 6' TN►CK PCC SLAB W/-� Er$EDED 11' INTO FOOTING --r•. CURRENT EDITION AS PUBLISHED BY AMERIr;AN PUBLIC WORKS J l��• - 4 - 3/4" DIAL MENU 1-t4 BARS TF�L.I WHEEL- BOARD� 6'X 6'-10/10 WWM. P �a �•' ,� ASSOCIATION OREGON CHAPTER � ► a., STOP I PVMT. MIN 18' - -- ON 6' GRAVEL BASE - 1 1/?'X 1 1/?'X 3/16' METAL ;' � I m _ LONG ON CONC PVMT ; ANGLE DIAGONAL BRACE -- - :•.. ". , ;A��►�',d `'•'i;•� •: USE EPDXY BONING FULL THREAD SEE JAMB DETAIL AT RIGHT ASPHALT PAVEMENT • ;�• �6 �,: / AGENT ► 1/1' DIA X 11 CANE BOL 1 ---- Q I �� `r'%'�'�'% /•.}'{ '' . ;P1A9 BASE ASy1/2 SCALE '= 1'-b' GRADE MENU BOARD•' --- R PLAN VIEW ONE GATE ----- -------'f JAMB QETA r L �- 1 � - /. ./ WHITE SYMBOL Tr/S auwJlc JVID w ►ifro/Atk711►t ACO.NC;*,*-' .-- URB ,•& GUTTER 3 CONCRETE WHEELS 15 __ I ,rGRADE DIRECTIONAL SOLID GROUT ALL -� '� }•„ • ' t5 BARS VERT @ 32" 0 C �. >+f R+aFtxn d I�r,,rot ooK °•; I I _ _ SIGNS �/ CELLS /'� F. sF R M1 al V051 CCA OR ugn PAINT INSlOE TO MATCH 18 GA CLEANED, PRIMED /" LUE BACKGROUND r?FO `M t►c Jim.ra rt ' $ PAINTED METAL GAZE ^, Is fwsrrsAv FURAW tHl onX 'A ''� 1'w rw r ar[s •r[xf nx BLDG- EPDXY PAINT (BOX RIB) ••'. . , f __-- t5 BAR, @ 3c OC _- - __..__._—r_ _ �,DOWL ' A TYP IN NOTE - I - - 8'X 8'x 16' C M U T R Al: CONDt1ITS TO BE WAIL W/ DUR-O-WAIL EVERY StroNo COURSE R I 1 MIN 1?' BELOW GRADE PAINT TO OR LOCAL FROST DEPTH • I �, MATCH B Al01NG S 0' 4 -0 �► I AND PROJECT 3" ABOVE t ,r I,.__ �_.._.._ --•T ,t�$� • s•� k 1j', ,�;y,��- ir��.COI�CRETE - FOUNDATION TYP I, - o f '\ 1 ' t• 1I1 •, / - `o / THK PC C SLAB B _ • W/ b'X 6'-10/10 PAVEMENT SURFACE BASE !SP1o0 NO SCALE WWII ON6' AGG AS SPECIFIEDTRAFFIC ARROW/ 1 - 13 TIES -` LSWALE 4 PA INTED l tS BARS VERT •• x ' 6' THK. PCC PAD W/ 6X6-10/10 'x- •� ti - i TYPE 1 �I W M ON 6- AGG BASE i 11" WIDE . ' • . ?-0' FIG AROUND PERIMER tX SLAB - 5'X S"X 1/4' STEEL `�;�'�;t'10'"• .1 :. '► , _•��r:� �•'-''.� TUBE EMBEDED 12� I ' " � ° •�` fa0 AS NOTED \ tS BARS CONT TOP �•• i • -__. __ - - a' coNc. CURB EDGE , .. , . 0. • i�STD 6' CURB WALL FTG BEYOND (SEE SECTION -A-) INTO FOOTING ' ti / •4' 0' In - WALK TO BE 2000 g' pA DIRECTIONAL SIGN BARS I BOTTOM `•`� 4� �st PSI. 2t3 DAY p C %. • TYPE 2 �" --- ` �` ! i I NOSE DOWN 10 - DRIVEWAY SURFACE 14' DA MENU BOARD BARS I 1-4�- 1 (1� r `-- I- RADIUS FINISH GRADE r�` 0 12- DIA. atPEclIoNAL SIGN FON • ELEVATION SEC T I ON 'rA •► � t; d"• > ; - ' . ,� . ! . ' • r �'SIA^ MENU BOARD FON NO SCALE # SP103 TYPICAL_ ELEVATION NO SCALE SP113 NO SCALE SP115 -" w 'may > � - --- - 9 HANDICAP SYMBOL � A__ TUP Of ADJOIVNr, NOSING 23 SIGN BASE FOUNDATION ION 1 f METAL GATE BLOCK TRASH ENCLOSURE 0 � � W SURFACE STANDARD CURB 17 x 1$"SIGN WITH '� c - 1/1' PWR COrroUtl -- 3/4 STEEL BASE PLATE / �- �.•yPr::•:r{Z. \\/��j\\/ �, �\ \ 1FEAKEP. BOX LOCATION i'l ! INTERNATIONAL SYMBOL Q_ 0 _ ° , ••,�► /: / FROM MENU BO FOR _ __ - ..! . ►�-'o'.� ' ;, /, _ 1/4' STEEL LEVELING PLATE - - - - -- OF ACCESS 3'-0"TO B r ' ILLUMINATION OF SIGN ''- -- -~ �- ! _ 5'•0' ABOVE GRADE. ,•,••J = W- � a" SAND BASE /� 1..1 ? I I _ _ --- /4 154MT 3400 PSI MN i " ''• :.,c .•► T-1 BOLLARD- r CONDUT FOR COM 1 '� co 0 I TO DRIVE _ Ml1Nlf.A'IONI r W 6" x 6" - 10/10 W.W.M. •--'--- -� 1FU BOOTH �` _ RESERVED �-' o j�. t `• j 1 a � \ i �' �•'' � INTERCOM 1 3/4' DIO A SENSOR LL cz 6It'r 8 1/2' \ CONDUIT TO SENSOR " t j•,! •�• SraIF - t•_1'-0" CASH -.._ FULL THREAD IN. LOOP F.-_ ) I " ---� -' PARKING rr�� ' •'�� REGISTER , � , ! v � ' V r t - 4 - 1/1' DIA ANCHOR r-0• - ' ! S„+ 11.':,;i: �• --_ - BOLTS � / ., »'�•'/`1''i''L'" CURB ' ►-' I tv 7 3/4' 1/8,_/ 4 - T DIAM. HOLES ` .o 1 r+ r FINISH GRACIE 4'4' Sri STEEL TUBING -- -- - - - - ` �1 PASS THRU ► CURBED SIDEWALK cJ wltjnnw I i I I 1 o T -- 3/4' STEEL BASE PLATE AND _ ' 'I 1/4' STEEL LEVELING PLATE TOP V I ri�.�'J.•_.•:. 4' THICK CONIC. WALK ►-- - ' �. �-� � ,:: •' . �.: . . , , - , • i AY zl I -.----- r STATE DISABLED PARKING 2000 PSI 18 C PCC 4 gl I W/ t3 TIES @ • i- �. 1✓r F'REMIOUDED hS;,;TI + 1�7 f ,•' 4 - t5 BARS VERT `�1 0 \ f PERMIT RrOUIRED : a► '� 1_rV,'i '' E AND STRIP CONTIh0.JalS ! !.o I I 12' 0C LEVELING PIATEJFORSCOt�CILAT _-- .04- •,�, l ; 1 I BASE PLATE Ar CESS 24" HEAVY DUTY CAST ET 9 OUTLET PIPE 7X2'T.S. FINISH GRAD IRON FRAME I COVER .., •+ „�. ., _ _- --_ NOTE AND FIT TINGE STANDARO '� yj , ' 'i;; i • , _ -- - r 1 IN 2 © CONC. `y ► _L _�J_ WITH 'GASTIGHI SIGNPOST. SET Tv-N, }"i't'."i�T '.; _ -- I — I .ALL CONDUITS TO B. ----- - 4" X 4' STEEL TUBING IIGNT GASKET - STANDARD - �� 4 SAMPLiN& Po11T ! F 'sT' 's�'�'•' >< i �' % 4" SAND BAcE MIN 1?" BELOW GRADE ?' HA HO \ � OOTINt� SIM. .'•r,,+,•`, •.�`!r� : ��••1, „�• S l ! AL FROS1 DEPTH N POST 17'-6" HIGH W/ BASE �� \ TO taEv�lCxs :>>� . ,t' r. ,;� '21P ;'( ��'{';, ''•> �� `, '♦' ,� •- -_�L__�_ 3R lL)C t � \ ._ �14� Irv• •h j,:•t►,I � ' ` SCAT_E► NONE AND PROJECT 3" ABOVE _--- .--_--__-_-- Al c � I y �,' ;�,• � ., ;�� /' 6- X 6' 10/10 WWM FOUNDATION RISER, AS RE 00 1 cj ,,�•. `�k�'��•:1'x • "% *S!e GtJ�� N FOOZ Rt�i1TtVE 1 1 - -- 4 _ 3/4- ANCHOR BOLTS - I i ' ` , 14Losa m of es WAA-IC NO SCALE - - SP107 't r.` :.•, F.F. ~ 30' LCVJG PROVIDEG BY GC SPEAKER PEDESTAL FDN. - -- --- -- --- �Z _. . CURB DET. �� ` __ - -1----- WELD'3f16' STL PLATE TO • ', 'j'y�. 1. SIDEWALK DeT WIND. _ < r. � - TOP OF T.S. AS WEATHEF .mac','',►; -- 24' MGH LEITERS 8 4' EXPOSED-PORTION OF > --� - 41 - i'7 WIOE STRIPES PAINTED CONCRETE FOOTING TQ � t T • t; CONCRETE CURBS ./�- � I WITH RIGID INVERT „J,�N•�^ �,�,•,,,• CLOSURE. GRIND WELDS �c SMOOTH, FILL A REO'D FOR ;1, '• Lt: WHITE BE FORMED W It�,f T I c I I FIBER FORM (SONOTUBE). I-_ > FLUSH KNISH. SENOR LOCIP •17"f'�'PA}�' GALVANiZEG. CLEAN, TOP OF PAVEMENT 'X 6" XbACID ETCH, PRIME AN D `,` �1r�� 10/10 WWM J !:LIT 12' CLE AR OF PAINT. ' r �f l•�'•'i.� - porz SENSOR 100P 1 - I M ALUMINUM W.�,/ PLATE I },k! I Sty 1 :�hnn' _ •_�� 14 BARSW/ t3 TlES @ _cu) T2 LOCATE @ ALTERNATE ``'�it Y11: 2,'sou�ts oR wau+e I I 1 - IPVC ,LEEVE TY,RU / I r c LOCATIONS FROM AB --- -_ - - - \ / r .�3' . , i,.OW CURB 3/L' 1 Y C "ONOW TO PROJECT F-I_.E NAMES 578STRIP �,.� ,.1;'rt '"' , i ; f , __��_0• _ I / 1 10' INTO CONC PAD I I' •� 1 STUB LIP 4' TO 2"X 4' - - - 3/4' HEAVY WALL CONDjIT , �•t,`•r " '� EXTiI,'-', HANDICAQPED RAMP N 1 � _T__AA__rows ►�r�' t : ! 1B BY GC ! 1 EXTEND TO BUILOING �E� I OII DRAWN BYt P SHOUN P LGN - � ; '+ ! _ ;• - ELECT SERVICE HANDICAP PARKING S CHK'D BY: ri+�«_rh'i i r -�` ; ; • _ -=2000 PSI COWILTE Dart oEc, 992 t�,►: 1 •;'_•�Sym\• •''�• '•'•' .,'�L.tT «1'!>r/INT _!Lr I_.CA rI_.�S `../ 1, 3 r !t :'wc� TlXTIJRE � All V/ElDil7 sT!!l C^T1'•TI'I• -- _ iPEAKER PEOE;TAL I -Iti� I L J / !,�• Ttt •• __ __ • -(DEPRESSED CURB IDGAL•.,! F7E!I. M6.41"Or•1 1u10"Flf!S. _ BlRl�kAT`iPE > ,•;: 'i+ ' I ' ' - - 1 (3 IP x• 7HICK >�, �! r , cACONDUIT F I I e ANCHOR BC►L�s sL1P�.!o UTILITY VAULT COM M-70�-H — /e LIP) E I I , .IE — — �► OR cON_ Y GC f'/11�lY `+r;`;.1w4•,t>>i'•�'�•' ,•w.'Jy ;!: — ,� ` •CCCA EDASo INSIDtH'GDA E.M)TI w'rtrLl MEMJ BOARD __1_ .L , P�IJIU BOOTH O TER � I ' 2 LIGH1 POST SUPPLIED E'� 1000 GAL GREAS T . M'a' a ;,'�+�• j ' H 3 ---•-- - ASPHALTUM PAIW. N `T rHRU BOOTH COUNTER TACO BELL TC1 BE I`1STAl!EC ftA� F T 1,��•,: ��,ei ', yit6Y► �__ -=� CURB EDGE SIDEWALK 11 �1UB UP , TO JB L- --� BY, MODEL #577-GA n �.� ;.'M �'t" - _. _ -�- - - r� _ _ AIC � 1/2 CUNWT FOR POWER - ---- AlE L !, ! P k 1' `''' 10 ELECT PANEL STUB • ' �`'"`: '` ti►elrar ! S'-0" •V)<I.Ics S '1 1$_ DAM - SCALE - 3/4'=1'-0 NO SCALE t ,!a►ail • ,• - - -----� UD 10 18 B r G C' F 11 'p'14 3C At f _ - FACU'TY MAVE P •I:;r• NO SIP NO SCALE �� ._.._ rn'�C—0578 '` • • . O LOOP i 2 LIGHT STANDARD DETAIL 3 EXTERIOR GREA.�E TRAP 2 132 .8 9 SW P8CIIIc Hwy .. '. SED RAMP 7 TYPICAL CATCH BASIN 2� MENU BD. & SENDS R;..,IPEPRES '� .t 1 �'i•it-:'/rll*►�)Jr i�•ihi�.r'i�'l•L!�"«e��•:t�:"•l;i f1:f'_ :�' ' . . . :n `' 0 If This nr►lirc appear-s clr;lrer than the j U L 0 8 1998 document, the documen! is of mar-ginal quality. 'H )F1 1,NIED I•f11�I�III�I�I;III�IjI,;�I�;�i �l;C>;;I;I�i;it► III�I,� lll�i;i ! i �l� ;l�i�l � l � i , ll ( i � � � l� l � i� ljl� i�l�i� lli 1 i�l�l�►III►! l i� l � ►�I�Ilil►` INGM 1lMADE IN CFII I c ' -1 moi -- a -- Is i I T iF` 1� t -moi-"moi III�III(IIIII�II!lIIIII�!l1111111?!I!,IIIII�II!Itli!}111!!1!!II�!!I! IIi{�! !II!!!I rsl'I!1!!I!fl!Ill!I�!!!IIlI11�!lIIII!!!�Ililli!!! 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In AA m 1 I` oil tfQw Al /I � `, --;jfAt ITT bctk�s. . �� 5��^-� tS mac;!��'c�y !►-� i��MiJ Q5u ZAb+ �1 _?�t=..._�.�.f�1,. .._.t��........Lt'�I�kT�"� . lig► �.�U 1 t� ,��; -.-_ _ - 13299 SW Pacific Hwy 5 of 8 If this 110 ice appear's clearer 111:111 the JUL L► 8 1998 doc11illelll, fill' doclllnellil is of 111a1Z;iI1:11 (lUallt�', 11110 `OFIII .nIFD MAIM I �Il !{11111{ l{(11111!!1{Iliifilll{III!!i!I!{III IIIII��!II!Ii117 111 111 , 11 {I{I{I !{!{I{!1 i{ISI i�lJiIIII ll IIiIl(illIl�n,�� lU � { � jil I 1111111wiIIIIt!I!{I�tI! 1 1.11-I'm{i!filflil{Illllilll�Illl 111111III!!!II{1llllllll{I!I I!iil{I1i111{i!{llIII1lII{III1111!II�I!13Llitc. D` lIV57ALLA 1ON PROCE I _ FOUIVAO q TIONL SET C 'HOFS ARE-PR 'e � & _ 9 --- - � �° _ - 3' Wr%H saL T S Pi4a ry/O to oLT 34 x 1 O x.so R_ , A. TEST' .510N �/GNriNC- , �aorrs� �s �►:�,.r 5. PA//V7' C0LUA4N7 W f 6, CLEAN Ulm' ALL, V=C NC ' . • 1 411-rr • 5R./c/.• CIAL /VVT�aS •�/ !. /NS7-ALLAT/aW Mt'JST CONSV. - --- - e•' ANY a7'*q&'R APPY.1CA® rR2vj= a= SIGN A10MENCLATIIA ' : _ CITY OF TARD .aMe�S . Ji Tit M0/Ca APprav�d .. . ................... .... ...... • ..................... . �� , .�tiG,1•i o 13.41-L.457s ( )-5L.AMP 29. _x ��-►�:S ��; C�-;ditl�n�l! Approved ....... ... . ............,...............[' is ev 5uppLese 3. c70-VAI. L.0.4d 77.. 8/ AMA"! 4 ��o, Q�!{y th +vt�r:f C - : �9r6. c /FTrNG Weh H7 Seel, ZELL. .,, _t~ ��: �,•.,t.,, ....... T t At,rnh IN CONDUIT THRU BASE AND 'JP TO JUNG. BOX :-::.n BY ERECTOR. C OMUIT RUST BE BELOW ! Jab Addr- DRIVE THRt _._ ._. .___......_ ... �.., suaFacE a MIN. of 12" AND sTuseEB �'P BESIDE BASE NEAREST BLDG. FOR LATER CaMMON KNEM CONTMCTOR PROVIDES UNOER6RQM CONDUIT i WIRE. IF THIS -�-�-- CONDUIT & 'DIRE AR.E PRESENT AT TIME OF Q �S. v;mg t0 go, J( 18-0 SIGN I HSTALLATI ON, ERE CTDR IS TO MAKEI �♦ F W=1 CO!'Qf .� EIONS. , /-Y4 N4E)r21 f ✓ (, ' I 80L.T go w Gam` F&JJVDAT16N HAA(D q04"_E CvVE_R far S/bN _ia A ER) T411=7 V14E W . JCr BOX S I �'.` ' ,.... r1i REt ToECN + DATE 4 r . - pf Bst " Line,' /z Inc. r- 11 KNOXVILLE, TN 37'918%N. �� :%..:,� : ti ?` APP'O BY. AJC_._ DFrN BY SI"`_ . - �': ( •`• -�� -vv DATE 7-0 . / w +'r NDN//T /� - A'E'►c��-"FSE �XISTl�•�G 5. C.D�uMILiS+ , CQY ... oz TaC 'CjSTGN:.:j '.�" v�arr�A�. 5LA.s z L.&4W4101A1 ,o " o!A^ T��.� , CCS ESCL..L _ _ - OWT F_L.CVAT701V �l0>� EL '� VATlC)N FrR/� i 1/'' � � HEET � ^� � DRAWING NO 13299 SW Pacific Hwy 6of8 - - r::• .- - .ice .i• �?=o:: •V.i. -ti.� �.....:w�.-�• •+f _rr..r.•__r....... rr w.�wwwwJww -- � r _ - - ---��__• _ .z. •i'�."CiA�C�00}�OOtCff�rb. r.e�' :•'%'{� ,J .._ � .. .. ` ..�-�� .•.: •. . ...r � - - .. _ - . . .. .Dia_ •r.•.:�-::.::. .. ::.•Y.t:h'.�.. - If this notice appears dearer than the JUL 081998 document, the document is of martyinal duality. N] IC'IZ0FIIJIIIEI) Ill Ill 1i � llll1 ! 1 ! ! Iliji1111 i { 11I1I14i � � i • i1 � i ! 1 � ' I ' l � lil � I � iili � � l = ii ! , Wii ' ii viii z � i � � ! ; iI i ;I ! I l , l IlIiiK (MADE ,M � I f I i 1 1 1 1�• Y 1X 14 1� ti 1 I t13 4 m ti 17 to 231 din HIII!!1!;!!!! !!:l�i�l!!il11liili�lill�llilillIR'lii i �';;• S""! • 1 i"ilii ''i ! i it�l lit I� I ! .� E I., 1!!,!I!„1�li!!,!!;IIl1l,1,I1 .•„it11.1i1ii!!�,!•��!ll,.,l�.ttl�t!!I!�!!!'}IIlI�i?ii,ll!!i!ilisl{I!t!!ii{IIIIIlIli!'IIl111i1i!l11�ll!!�!l!!.I{il�!!i=,lillllll��111�1►1lt{I;{!1;; - .y,� ....�. ..�--..�.....---..-....-..... v......�... ,.�...-...- -....w..w.+-+........,..�.....,...+�..---r...........,....+.n+.wr.�o�w...w+....�.�^ ...�.....+.++. w.�..�n�+r +ww�w�+ ....r..ww...�•.....-�w.r..�....w..w....�+..w.a+.�w•-.w.w.+.w�.....-.-.-�....�.-...... q'�,I�IA � I j �► — - _ m N -' i 36 V ► r p 2'--6" 12 --8 8 —Ole T- ^, 24 --0 19 -0 oo I Fe 40 0 6 � oo _ CD OD N ., 00m V) VNVI -A r cn I� U)0 iN n G� -T1 O N V� 0 6._o� 1 TYP J s cn ao C) OD Icw= N N - C-� I cr 00000' i I o 10 • I p iO QCD O 2 6� —' I o � I N s 10 . �,r.—•� _' Cep 00 O L w rNAA Y6 ±34 10OD w o , \ `�\ .000000 ' � x D r- O y _ 0 � rn O •. I 0 C13 �_ ONWOrd MON jo lov If this notice appears clearer than the JUL U 8 1998 document, the (joculaicnt is of marf"inal quality. ICIZ01 1-jMED 11111 � ill Jill ' 11 ! lll ! 111111 111111111l , i � l I Ijl 111 ! ! ! llil � ! l l i � lll I ' I ; ! I ! I ! i I I � � I IWA IMADEN04 , l, � ! � ! i ► � � I � s � ! ! , Illl I ! ! i , ll l � lll I I ! ill � i. 1� . � 11 � 1l � Ill fill � i � l I I ! I 1 ! I I i I I l ! ! i ill ; : IIIlIIIIIIIIIlilill'i'I�liilllilllili'IIlll�iliitiitlllliiTlltlliiiilillililli�iiii!ii(Illliisr!t!II!!!l'i ! ••!i t4 15 li 1 . I i`I 1 - t� !1 tf 31 billlss,Hiisiislliliisliii�illi�iiii�iiiilii.i�.,11Et,:IIS!1ltl,i.„!!!l,�.!„i,�,.,,,,ll!I,Isl,,�r?ger!Iff�lllri!!II„;,IIlliilii��e'iiilliili�ll11�;Illl�llflli!iIIISI�III!Ilil!Isll!!il!I�I1;li!s. i Cf Ytw y: ""�14 Iww+rww�•w,.w, lin p1117wIwr+Rets II i II I I I i I ! I } i .1 of I CONS 111U(:1 ION KEYNO T F3:- (Neter All detalls are shown on sheet A1F unlese otherwise noted.) r I•i/'Illltl!.f r ( 1 ) Construct 3' Asphaltic Concrete over 6" cruvhed rock bane -1 (1-0) Double faced Internally Illuminated pole sign. Conduit A power byspeclfie�d in all drive Isles. Refer to detail. G.C. Sign, sign foundation, sign Installation do electrical hook -up12" . 1^_ I I'•d 7?1 •N9 by Taco Bell CHAIN (.fP1K FFtJ(:f` ( ). 2 Construct e' x 18` F'.C.0 curb per dotal! AREA DRAIN 8" F 22 1,%`? ��• (1� Interrtali/ Illuminated dlrectlonal sign (sign face as noted) GRATE - 234.15 �� 5 Construct P.C.C. landscape edge sidewalk per detail. Foundation, conduit, do power by G C. Sign, sign Installation arid W 212 82 t �' electrical hook up by Taco Bell. c 1�3�� 5ta Construct P.C.C. eldewa!!- per detail, (5trlke Joints at 5' O.C.) A. "Enter" I A- G. 'f)o Not Filter" Construct P.C.C. ramp max slope 1: 12, per detall. J. 'Drive -thru " K. "thank you` FI Construct 6' thick block P.C.0 paving W/ 6"x R" W 1.4 x 'N 1.q - PRO,tF('i IfA11S =- ip. t Black (const. ) nts 0carn I withover re I6' crush of rock. Iicat,ir 1l_ Menu board and speaker on pedestal with sensor loop per detail. \ O comply q PP Foundation, condults to building, and power by G.C. Taco Bell to } i , divisions At sections for concrete mix design and quality control supply and install the menu board, 11t speaker. Taco Bell to supply 904- ��• \ �' C ' l F ` � A. Six (6) to seven (7) percent air -entering admixture requll ed sensor loop, Contractor to install sensor loop. � boo _ �; P 9 S Q• 1„ �� Black concrete to comply with ASiM C260 and as gpecltl+�i in r, division 3, n�2 Drive -up window sensor loop; supplied by Taco Bell, Installe by R 5 fbs. of 'Davis #1360" per 92 Ib so-k of Portland Cemen ehrlll General Contractor. Break relnforcing mesh In paving. r� ___,C2)0 f —� be used to provide Intregal color to the concrete paving. .� Provide 400 watt, forward throw, metal halide yard fight per detail. STORM MAI If It;LE � ` \�� Cnr»trurt trash enclosure on 6" P.C.C. pad per detail � J Construct foundation and provide condult and power per detail RiM - ?-J4.39 --- - - -~- -- 1 :'" SSV 2.-i 1,OF ./ " ! (`3b Provide 400 watt, wide throw, metal halide yard Ilght per detan. Construct foundation and provide condult and power per detail 6" 141 ;) .9 54o--Ow 9 120 instal! uar o@t er def n. ! to t .56" E 2?4.A1 TATE I " q d p p a Pa nt matctn bunding c.o or�•AL�/F - --t Q ^-- �{i ' F alnt 24hlgtl letters white (J13 Point hafflc Qrrnwq «bite.I t h d! b I tit b! b dPon on cap sy►rn a wn a cn ue ackgroun . 14 �2 Point 4" wide solid stripe white. W tIMMI�Alp AU-IfrslATidl R I&FWM 13 (13a 18 - 0 Palrtt 12` wide solid sill a white. a:;; PROJECT LIMIT P owl fat r MM 0IMM_ Landscape area. See sheets l,1, l,2, l,3. A10 AdY�� >FiN1 ?NU� it ,� 1 '� 9� q) - - lr- - t 2Q _ �� J �.�"" �._1 \ , ;?2 Install 1000 got- grease Interceptor per detail. See also phimhing Z I drawings. 24 Construct P.C.C- curb at Drive Thru Window per detail. 1 ! 1 3'R _�/� 1 — 25 Provide pole mounted handicap sign per detail. 15'--0" � !? 8 S 1 ALLS O 9'---0" -- 72' (I" 9 - 1 Al 1 -, ® 9'-0" 81' . 26 Furnish and Install bike rack, 'Pecialer's Post' or equal by fife Fnterprlees, (5113) 777 -4 751. `�' A( LLY WAY 111J K •' s � 207 Overhead clearance bar as per detail Sheet AIF. Bar and Installation i p'. • .. • : by Taco !Hell. y p •. 4 I C 1 r 11 Z 98 Existing utpltteg, poles, signs, and fence to remain. I ' 1 19 Edge or new asphalt. CA '113 31 Construct new P.C.C. curb per City of Tigard detall. ' J S z 32 Construct new P.0 C. sidewalk per City of TTgord detail. 1 ('-' 0" 5' 0� STALLS 0 9'- 0" - 63'-0" 2 S PALLS Al 1H2 STALLS O j 2'R � 33 Install new ring pole, furnished by loco Bell. ' 7'•--0" ACCESS == 25'-0" Ill- 9'' 0" - 18,--oft �tD ('� 34 Install new trash receptacle, fumisned by Taco Bell. Q 19 ( ( 3 Install new model � iTD 250M by I I,nonin for flog Illuminntlorn. -0�f I �I T 1 I 13b ; ?� �-� 18 61.-°" - 0 GENERAL NOTES, : 19 ____•__ 1�• r f'rt(1r rO stat t!n5 ^?r�r1rUC�l i,1, tr1�1 1_',h,l rl('tar 'Y1 I II,Jn bl (rn.IM rl•r.,n ! ,Tial/IA9 Anrl IIIC!lrt!e! rr - 1 be r n@ponv+lble o make -lure that all required permits shown Orn these plans are based cn field surveys +!1 �+- IL an 1 oT pro rale t-a 'e been obtained. No construction and local utility company rears. It shop be the �•J s ` IIIIIi �'t`�Iy,l or fabrication shall begin until the Contractor has contractor's full responsibility to contact the 4'.- 0 _-__- 1 _ _ recelved ar,d thoroughly reviewed all plans arid nther various utAlty companies to locrte !heft faclittles rl (� � � - - --- '--- ---' "- - -- '— '— ---- --- -- - - -- '�-' ---- _ -rumontg nppto•.rd by all of the permitting authorities. print to starting constructlort No additional t• �� -^ I � cornpennatlnn shall be paid to the contractor for 25 -' rJG All work shall b,+ pe+formed In accordance with these damage and repair to these facilities caused by � a- O • V '' { 5Q �--�"A in " 6' O" I plans and +pec flcatlons and the requlrernnnts and his work force. 8 -Q- 7� 1� stendardq of tie local governing authority. The @offs W report and recrmnlendotlnns setforth therein are a 5. All dimensions and grades shown on the plans m rr�� LL d ! i I art of the coretnictlon documents and In case of shall be verified b the contractor prior to I I 1 O i part shall take precedenco unli!se specifically noted constructlon. The contractor shall notify the Taco CC .Z �/ I 34 1 34 t I Be(( Construction Manager if an discrepancies Q � T. Irl I � T nb � � ( � 1 otherwfee on the plans. he contractor shall notify g y p C_ !� to ` I RO'1(:.0 l I Taco Bell conslructinn manager of any discrepancy exist prior to proceeding with constnrction for I RAI 1 i between softs r�part and plans, etc. necnesary plan or grad!• changes. No extra Q t I I N corrlpen@atlon shall be paid to the contractor for f1• i s I ~ ' `J 3. Site grading shlftl be performed in nccclydance with work to be redono dire to dimensions or grades these plans and speclftcatlons and the recornmo•ndatlons shown incorrectly on these plans If such notl- 1 r + _ ( I ( 1 I get forth in th-r solls report referornced in thio plan f,cotfan i,as not been glvnrn. f ?.0 / N q I (- �,1 ! r1�'!1 PTF I I I !IO I '!J NOW set. The contrcrtor shall be re@ponslbie for removing ! J I aft soft, yie!dlnq, or In+table mater!ab and replacing F. T}re Contractor @hall he responsible for providing / I with suitable rraterialg as specitied In the solis report. adequate safeguards, safety devices, protective Al! excavated rr fined areas shall he compacted to equfpment, and safety procedures and methods I ! 90% of rnodifiel proctor rnoxlmum density per A.S.T.M. to protect the life, health, and safety cf worker's. Test d 7558-i8. Moisture contont at time of plaCetnMlf subcontrnctor's, supplier's, and the public on of! ! I 3 4 0" / cl \ shall not %xcorld 2% above nor 3% below optimum. work related to this p►o)ect. A11 work and safety I Contractor shal subunit a compaction report prepared procedures shall he in full conformance with OSHA ! I I by a qualifl«d ",olls Engineer, reglgtered within the requirements and the requirements of local �O I 1 state where tha work Is performed, vorlfying that all governing agencies. Y I'T�c)F'OSFL) T �t_:U BF_i...L I _ filled a►nas rind subgrado areas within the building i4'--U" 31' _3" 9' 0" U pad area and Area• to be paved hove boon compacted A not of approved final sits and bulldlnq plans I 7 -1-1 I �.5 In accordance with these plans arid epeclflcatlons and mu-lt bn onnite at all times during the " I �n I M-70 -1 the recorrnmoindatinng get forth In the sols report. construction ps►lod. q t,' 3 I ! c• 34 n" r (, fE'VAIO�Is ZD , �PiCa �(I, ( i I ` 8. All site work shall conform to I1.B.C. and City of f ~) ! llgard requtrennente. I _ � `7(, ` / �j1 \ -•+ s 30 i? • 11 2 -� ! � I �I ��\ ARCHITECTURAL SITE PLAN 15' '0" 2�' i)" - I _ /� 18'R 20 - SCALE 1" 10' r I \' M� - t 2_ - - - -- - -- --- _ arcs ' DIRECTIONAL �QN SC Rtl A.) FNTFR J ) DRIVE -iii GG <24 '7� B.) EXIT K.) THANK YOU 1 30'R 14 14 `c 1 4 C.) Fri 1FR - I-) WELCOME `� I• ! / a I / \ D.) EXiT + M.) FIGHT TURN ONLY 1 ( c C ( ( � O .- N 19u �y E.) EXIT ONLY N.) LEFT TURN (kJl Y "_.. �o I I 12 ! ,r ,l"-1- +- 1 :'0woo a F.) EXIT ONLY •- 0.) BLANK ! I � G G.) CO NOT F?JTE1i P.) --------- _. .. ry �0. - G�_,- -roc �- 11.) DRiVE THRU ONLY n �� 'Op \ L) DRIVE -1T-IRU ON R.) _ 1 I i. ! � �. � 1F' rl" '� 13a ;n 17'__0" ��) � '•� 1 ` "` - �- i' �, 7 D 13a PR0,1FCi i IMI FS c ` / FLP mme PE Rei r-A '---••---ice_-_____-_____ . M � Sr .3U w 10 50' BUILDING SETBACK FROM .L. OF ROAD -. -- ---- ---- ---- —- ---- -- - _ .. _ __. -- __ __._ ._ _ - -- _ - !"tial �- ---- .1 17ilAt+M ori C J CHAMBERS - �"`"."� -_ I \ ! �• n CWT)Pyr r > PROJECT LIMITS - , _ WA I F R EA SEMEt{ I i ,. ,1 r c ► 6�8� ....•"_ �„ .________ -._.__ ?_8 `• Dr1ft! a MARCH 93 1111111111ADW Type b2_8 -- _ S 33' 15' 17'` W 56,09' ; M-70--H _ _ _ A14EETIMIh� ' ( 1r7.1.F. r1,''I!if`l F 31 •32 AlA ;1'11' 1, 1 'AIi 8 of 1j9 SW Pacific Hwy SW PACIFIC HiGHWAY PA Y 06-0578 j .. +••+ ......v.......,....+......++—•..-».+..".. «....-,—•-•.w- --. ,.w• ..�..n.. 1r�-1wwwv» mowIh7�IIiPrw�••�w•w,•, tn�n�nr._w��,... .,, .�'�.,. .,.+mow,.--.......... ..,,r.-...» - w,nw"„►...•.,,..•+-•..--.r�•++�w�.."..+^n "1110 N 111111011111 1 Is 1 111111111 If this 110tice : piwar•s Clearer 111;111 the 1 JUL 0 8 1998 document, the doctlnlent is of 11+:11-kirr:rl quality. 111CRO1'ILMED I�IADII1Ii�II!! ► IiI�►� iI►,II! !��I�i! I�'!i!Ii�! !i�l�i!i!i!i! !'�ili'�!j !,!i► I ii!i � !Ilil!� '! ► I►i;t!Ili!�! !i!iii!i!l�j� � ! ►i!ilillii! iI�! ! li !i !I�i!i!i! ! i � i;illli �•�f•, .. INCH 1 1 cmp j 4 5 1 1 1 !!IlI1IlI!!!I�!ILI1!III!1111i!!!1!II!Jill 11111 !II!�i!ii=I{il l!!; I1111""IIII1�'I"!`!1!�I;,illlll�!;!II!!II�!illi{{"I"Itllll'�!III!il'�,I�I;lI I,' ,nn uI I i __ iarecords\rnicrofitnVargets\building.doc I r I CA I F.. OF CITY O F T I CARD Pi:RM I T #. . . . .OCCUPANCY. . . SUP93027f. COMMUNITY DEVELOPMENT DEPARTMENT DATA=. ICSLIED: 06/30/95 3125 SW Hall Blvd.Tigard,Oregon 97223.81 dg (503)639-4171 PARCEL: 2S102CB-01804 S I TE i-i Jj D[<L 5 a. 13":'j': 5 W PH Li I•- i L 111 W Y SPBDIVISION. . . . I ZONING.-C--15 BLOCK. . . . . . . . . . . . . . . . . . . . . . 9 ------------- CLASS OF WORK. :I\IEW TV PF- OF USE. . . c COM OCCLIFIANCY GRP. OCCUPANCY LOADl:60 TENANT NAME. . . :TACO BFLL Remar-Ps: TACO DELL Own(*r 1:1-ANNING DF_' ICN GROUP 122 S. E. L7TH AVIEW1.1r:7 PORTLAND OR 970,14 Phone #z 2366000 Contractor: LUGO CONSTRUCTION INC PO BOX 4325 FEDERAL WAY WA 98063 Phone #. Rey #. . : 10192"1 This Certificate certifies. thAt the above v-efer-pnc-ed building or, pot-tion rhet-eof has been inspected fov- compl i ance with this Tigard Bui Id iny Codi* for the yroup and division of occl-pancy and uce For hich the- above referenced pet-mit was iss�_ipd, and occupancy is hevr:-by yrant,ed. HIJIl.Ik MG -4-NSPECTOVI P/v F CIAL VflT IN CONSPICUOIffi PLACE CITY CF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 BusiAe;;s Phone: 639-4171 Inspection: r' Footing 5usp. Ceiling Sprink, Rough-in Appr/Sdwlk tj IL Foundation Plbg, Underslab Mach. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out E!ec. Rough-in FINAL: C Post/Beam Mach. San. Sewer Gas Line g, 11 Plbg. Underfloor Rain Drain Framing -Plumb Alarm Water Line Insulation -Mach. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested:— �� U 15 Time: AM PM Address:__�_, ,c1�f Builder:?0(p__ ' Permit #: — 7( THE FOLLOWING CORRECTIONS ARE REQUIRED: ��'T S�-Cx�•� -- f 9-3 a ;o C?50- e)c;)r7 k' Inspector: Date: _'APPROVED _DISAPPROVED APPROVED SUBJECT TO A130VE —_Call For Reinsp. JUN--21-95 WED 15:47 7 ��,�,�; �f� 02 I r, 122 S.E. 27th MEN Planning/Design Portland, Oregon 9721-A, Group p Phone: (503) 2: 6-6000 Fax: (5N) 2372357 June 21, l 995 George Steel Building Inspector City of Tigard Subject: Column installatio:,, Taco Bell Restaurant,Tigard, Oregon. Mr, George Steel, Due to scheduling and steel fabrication, contractor requested block out at column location for installation of column when it arrived at the site. I instructed him to proceed after I inspected rebar layout, bolt placement and concrete pier location. All rebar, bolt and pier were installed correctly. A later pour at the blocked out area will not destroy or ruin the integrity of the connection. All horizontal rebar is continuous and (2)#4 dowels extend into grade beams satisfactorily. Sincerely, Jo h M. Peragine tuchitect 2617% JOSEPH M. PCRAGINE ' e tb/� PORTLAND.OREGON ,� CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O Phone): 639-4176 Business Phone: 639.4171 Inspection: Footing Susp. Ceiling Sprink. Rough-gin Ap,pr/Sdwlk Foundation Plbg. Underslab Mach. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas LineBldg Plbg. Underfloor Rain Drain Framing Plumb. Alarm Water Line Insulation --fav ecly Underflr. Insul. Shear Wall Gyp. Bd. El G Date Requested: ( –r �(� Time: .,LAM Address: Builder: Permit #: d "7/,- THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector: � — _ _ — --- Date: APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE _Call For Reinsp. C Y OF TIGARD BUILDIN NSPECTION NOTICE 1 G ,r t�,,,, Insoection Line (Rec-O-Phone): 639.4175 Bus ness Phono: 639.41711�'"�'� Inspection: h G Footing Susp. Ceding Sprink. Rough-in Appr/Sdatlk Foundatiol Plbg, Underslab Mach. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mach. San. Sewer Gas Line -Bldcl. Plbg. Undarfloor Rain Drain Framing -Plurnb. Alarm Water Line Insulation -Meeh. Underflr. Iiisul. Shear Wall Gyp. Bd. Q� Date Requested: Cy —� Time: "AM PM Address: G Builder: Permit #: THE FOLLOWING C07RECTIONS ARE REQUIRED: <40 ISector:,//7 r�z��,✓✓ Dated=– / PPROVED _DISAPPROVED _APPROVED SUBJECT TO ABOVE _Call For Reinsp. .} L– A.. CITY OF TIGARD BUILDING INSDECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: 2n C,/Q. _r-- i r" . Footing Susp, Ceiling Spriink�.�Rough-in App;/Sdwlk Foundation Plbg. Underslab Mach. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mach. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mach. Underflr. Insul. Shear Wall G� Gyp. Bd. -Elect. / Date Requested: �j /�� 11 .� Time: AM PM Address:-) Z/ ! 5i w� GDC'. Builder.__,?�� Permit THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector: Date: APPROVED _DISAPPROVED _APPROVED SUBJECT TO ABOVE _Call For Relnsp. (14101 S.E.3RD AVENUE •PORTL4ND,OREGON 97214 •(503) 238-5700AVE-IrPaV , 850 CONGER •EUG3ENE,OREGON 97402 •(503)683-3333 f/7I `rUV(< UO 2600 AIRPORT WAY,SOUTH •SEA--TLE,WASH NGTON 98134•(206)340-4300 CERTIFICATION INSTALLATIONiINSPEGJTION Customer Name . Address _70 - 11f�'�1, 1 SYSTEM _ Model(s) and serial numbers _ /•T _,�� /G' '� a�� '�� ---- --- Number of nozzles and Parl No. %`.11f .��ir�7 " wx ---- ---- — Number of detector(s) and degree rating -- Energy shut-off devices — type and size ,/ • — -- Other accessory equipment provided (pull station, electric switches, etc.) ; 0-0Y - COOKING/VENTILATING EQUIPMENT Number of duct(s) and size -- i Hood size and plenum size - Cooking Appliances and size of cooking surface. (NOTE: list appliances from left to right and indicate. those being protected.) / 4. 2.3. ---- 6 -- —T. TO BE COMPLETED BY INSTALLER [ 1 YES NO The fire suppression system is installed in accordance TO BE COMPLETED BY CUSTOMER with the manufacturer's instructions, NFPA Standard 96 and 17 (current issue), and all applicable state and local codes. Exceptions to oiher provisions of NFPA 96 I YES I NO that were observed are noted below. I understand that it is the recommendation of ANSUL Exceptions: ___ __ -_ and of the National Fire Protection Association Standard 96 and 17 that the fire suppression system be inspected and maintained every 6 months to ensure continued efficiency and reliability and that failure to do so may resu!t in failure of the systern to operate ---- _— — properly. CUSTOMER NAME AND TITLE I I YES I l NO All electrical work or work provided by others to SI G N A TU P E complete this system Installation has been completed. DATE INSTALLER NAME J/? SIGNATURE �'� '� >2// :,��'" ,f• DISTRIBUTOR /Y/11llrf�ly��/ l-r'�'f"/E,• /I �'-�,/ �,�►�' '' ,� / Ole" ADDRESS 1,411 ~' I�,) DATE CITY OF TIGARD BUILDING INSPECTION NOTICE --�� i Inspection Line (F{ac-O-Phone): 639-4176 Business; Phone: 639.;;' inspection: _ Footing Susp. Ceiling Sprink. Rough-in AppNSdwlk Foundation Plbg. Underslab Mach. Rough-in Fireplace Post/Boam Struct. Plbg. Top Out Elec. Rough-in (FINAL: Post/Beam Mech. San. Sewer Gas Line BId . 9 Plbg. Underfloor Rain Drain Framing �Plum_b. Alarm Water Line insulation go— .0 Underflr. Insul. Shear Wall Gyp. Bd. -Elect. // v� Date Requested: [ 7 Time::JZAM PM v 7Address: Us o_c4 i C �-� Per t93-f�:/ WING CORRECTIONSARE REQUIRED: /-2y— O y/ 42 47 '' c Inspector: / Date: APPROVED _DISAPPROVED `APPROVED SUBJECT TO'ABOVE __Call F�o'rReinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Lire (Rec-O-Phone): 639-4175 Business Phone: 639-4171- Inspection: �lY+✓ ��>✓�� Footing Susp. Ceiling Sprink. Roug .in Appr/Sdwlk Foundation Plbg. Underslab Mach. Rough-in Fireplace Post/Beam Struc:t. Plbg. Top Out Elec. Rough-in FINAL.: Post/Beam Mach. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mach. Underflr. Insul. Shear Wail Gyp. Bd. -Elect. 2•-�� Date Requested: Time: -AM _ ✓PM Address: 13 A6,;-Z,Z Hcy Builders n p/Cr547', f_ l!��.er��mit P9S—D�y7 THE FOLLOWING CORRECTIONS ARE REQ RED: y Gr a.3�''' S 7 C�C� � Cts �, 'r v� �-i`"•�-¢. Inspegtor: Date: i"01 APPROVED DISAPPROVED APPROVED SUBJECT TO A130VE _Call For Reinsp. CITY OF TIGARD EIUILDING INSPEC?ION NOTICE Inspection Line {Rec-O-Phona): 639-417b Busfess Phone: 639-417' tispection: Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Port/Beam Struct. Plbg. Top Out Elec. Rough-in �INAL: Port/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation Mec -) Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: - Time:—AM PM Address: 132 7 n / G1�� 11wy /l Builder:— f _Permit #:m�c, 9 V.3Zz THE FOLLOWING CORRECTIONS ARE REQUIRED: Zy, y/ �9 CO Inspector: i Date: • -7 _APPROVED _DISAPPROVED 1-'APPROVED SUBJECT TO.ABOVE _Gall For Reinsp. WASHINGTON COUNTY RESTRICTED gment of Land Use & Transportation �^+ ical Inspection Section 1a North First Avenue, #350-12ELECTRICAL ENERGY Hillsboro, 97124 Information: 503 640-3470 Fax: (5 031 593.4412APPLICATION Permit No. �_L (a 5 7. Lation of installation Date oc _ Address city__L�5EIJ!gZip Code 9: 1 3 4. Type of work: . Map No._____ Tax Lot RESIDENTIAL Restricted Energy Fee $40.00 Thomas Ma Book: Pa Section (for all systems) Map 9' - - Check type of work involved: Directions Audio and Stereo Systems* Commercial Residentlal [] Burglar em TelephoneneSystem Tenant Name _ Garage Door Opener* (if commercial) __/ ej<-U_ I Fire Alarm Heating,Ventilation and Air Conditioning Systems' 2. Contractor application: Vacuum Systems* Other Electrical Contractor cEM TCt _ Address �SY3 N �� 7 UtJ COMMERCIAL Fee for each system $40.00 City— State Zip _!F7.7 y_ (see OAR 918-260-260) Date _(,, /S' Job Number —_ Check type of work Involved: Property Owner _ Contractor's License No. C l� u10 )-Fl Contractor's Board Reg. No. Dlo9�? ♦3oi!er Controls Phone No , .- [0-+5`0-0 Clock Systems -- Deta Telecommunications Installations ! Fire Alarm Installation 3. Owner application: HVAC Instrumentation Print Owner's(lame Phone No. Intercom and Paging System Landscape Irrigation Control* Address Medical Nurse Calls City State Zip Outdoor Landscape Lighting* This permit i:;Issued under OAR 918-320-370. The applicant agrees Protective Signaling to make only restricted energy installations(10o volt amps or less) ti `tither_�jOv --T*LA- •,SU,�EK under thin:pormit and to do the following: 7 1. Only.rsi,electrical licensed persons to do Installations where require.('. (Certain residential and other transactions are exempt Number of Systems from licensing. These have asterisks('). All others need licens- ing.) •No licenses aro re required for all other installations.ur-ed. Licenses are 2. Cell for an hrspertlon when ell the Installations under this permit 4 are ready for Inspection. 3. Purcl-,ase separate permits for all installations trial are not ready S. Fees r) for Inspection when the Inspector is out to Inspect tinder this perp it. Enter fees $ L � 4. Ass rme responsibility for assuming that alt corrections required by the Inspector are done,and 5. Asvume responsibility for calling for a final inspection when all of 5% Surcharge (,05 X total above) $ thr,corrections are completed. The person signing this permit roust be the applicant or a person Trust Account $ authorized to bind the applicant. �'� 11 �1 Z <,c� Signature Total $� � Authority if other than applicant —- --_ This permit becomes null and void If the work authorize;'by the permit Is not commenced within 180 days from date of Issuance For Inspections; call /�/� of such permit or If the work authorized la suspended or abandoned 640-3561 o r 6'93-441 5 aUt any time atter work Is commenced for period of days. [Icctrical Permits are non-refundable and non- ansferaeratle. 24-hour recorder, one working tiny In adv8nce of need L1L?n-t14 r`oYMFr,!"f RITE. I FI`0T NO. .951 1,f,6 fl, I 6mcltml 1 14, CHF(,K VNT(ILIDA SYSTEW.') C(01A Amol-mi, 0. 00 1',c#54 FM 72ND nVF PPYWNT DAI-1- i CA(,/ I`5/9!-, PORTLAND, OR 13L)S D T V I'S I ON.% PURPOSE Or POYMENT AMOUNT P(ArD PUPPOsr. OF VlQYMr'W 40. 00 !':'t, BUILD Plml? 13299 13W PACAFIC HWY r TACAA 111-1 1 TOTAL. AMOUNT VIPTV b WASHINGTON COUNTY �� ECr R!CA L PERMIT Department of Land Use &Transpo ation u ��...� Electrical Inspection Secdon 155 North First Avenue,#350-12 APPLICATION Hillsboro,Orego.i 97124 Information: (503)640-3470 Fax: (.503) 69.3-4412 • PRINT Permit /� • complete sections, e •� Number eL�fib_001 U Date (0 l`Tocation of installation 4. Complete Fee Schedule below l Address=-LZW6 _, ,L) to I(. Number of inspections per permit allowed Buildingg Servi .e include:i items Cost(ea.) Sam City ',(�,w 02C— Suite No._T �1 t- ( _ Tenant NameA. Residential-per unit (if commercial) C L ` , (".� -- _--- -- 1000 sq.it or less ._ $110.00 __--_ ___ 4 Map No. _ Tax Lot _ Each additional 500 sq.ft — — -- or portion thereof $25.01, Book Pace: ��^rtion Limited Energy _ $25.01) �_ 1 Thomas Map J Each Manuf'd Home or Modular Directions, ___ _ Dwelling Service or Feeder $68.00 — — 2 B. Services or Feeders Commercial. Residential❑ Installation,alterations or relocation 200 amps or less _ $60.00 ------ 2 2a. Contractor installation only: 201 amps to 400 amps $80.00 __ 2 Electrical Contractor `�%E�aJ J!b 401 amps to 600 amps $120.00 �__— 2 601 amps to 1000 amps $180.00 2 Address Over 1000 amps or volts _ $340.00 2 City .. '� Stat4_Di_ ZIP 1701_ Reconnect only $50.00 — 7_ Date r Jab Number __Ct:_ Property Wner �1,*'(��r- C. Temporary Services or Feeders Contractor's License No, 20.247 LL ___ Installation,alteration or relocation Contractor's Board Reg. No. f�4�;' 200 amps or less __._._. $5000 z 201 amps to 400 amps _ $75.00 S _ � _ 401 amps to poo amps Y $100.0 Signature of Supr, Elec'n _ Over 600 amps to 1000 volts see"B"above License No. '3!`1 5[6 Phone No. 4I534 2 o D. Branch Circuits 2b. For owner installations; New,alteration or extension per panel a) The fee for branch circuits with Print Uwner—�s Dame IS Fo-n—e f ToK. purchase of service or feeder fee. Each branch circuit $5.00 ress b) The fee for branch circuits without purchase of service or feeder fee. Mate First branch circuit $35.00 Each add nl branch circuit $5.00 The installation is being made on property I own E. Miscellaneous (Service or Feeder not Included) which is not intended for sale, lease or rent. Each pump or irrigation circle $40.00 Each sign or r-utline lighting —4b_ $40.00 Owner's Signature Signal circuits)or a limited energy panel,alteration 3. Plan Review section (if required) or extension Please check appropriate Item and enter fee In section 58 F. Each additional inspection over the allowable �4 or more residential units in one structure in any of the above Per inspection _ $35.00 ._Service and feeder, 800 amps or more Per hour $55.00 — System over 600 volts nominal It,Plr, t $55.00 _ _Classified area or structure containing special occupancy as described in N.E.C. Chapter 5 5. Fees Submit 2 sets of plans with application where any of the A. Enter tots:of above fees $ above apply. Not required for temporary construction 544, Surt harge (.05 X total fees) $ - services. Subtotal $ 1-his permit becomes null and void if the work authorized by the permit Ic B. Enter 25% of lime A for not commenced within 1 Bo days from date of Issuance of such permit or Flan Review if required (Section 3) $ if the work authorized Is suspended or abandoned at any time after work Subtotal $ Is commenced for a period of 1 e0 days. Electrical Fermlts are non- $ refundable and non-transferable. [] Trust Account For inspections call Balance Due $ 681-3699 or 681-3698 1.4-hour recorder, one working day in advance of need Br28 3195 CITY OF TTGAPD RFC - OC PilYmr-tir r*,,cFm*r NO. 995 CHECK AMOUNT 420, 00 5U."AN 31(31',l AMOUNT a 0. 0L71 CPi.tWN POINT HW r,OYMFN,r DATE T'tj r Mffr"r T 0 P OF PAYMPNT f1ti!(IJANT PAID nr v,PyMUN'( f"IM-11JI41 PMJ) R it',PL VS R M I I 00T. BUILD jr Po. OIA f.,-,W PACIFIC HWY (MOLINI PAID 00 i CITY QF TIGARD PUILDI!,; i'-'ERMIT COMMUNITY DEVELOPMENT DEPARTMENT r ERM I T #. . . . .• . . : I,tJt~')� k: �� 13125 SW Hall Blvd.Tigard,Oregon 97223.8199 (503)639-4171 DATE I SCLI D: 05/16/95 PARCEL: C')102Cka- 01804 I1�I)IVI�I(IN. . . . ZONING: C—G :I:. . . . .. . . . . . LOT. . . . . . . . . ,, . . . . SUE : FLOOR AREA,_. _..._._............. EXTERIOR WALL. i'mrJaTRUCTION ,S OF WORK. :I�d FIRST. . . . : m@ Sf N; C: E: W.- or, :or- UT)C. . . :c0lyl SECOND. . . : Af PPOTECT OPENINGS?--- or tw or CONST. :5N TI 11 RD. . . . : s>f N: S.. E:: 14r :0UPI)NCY GRP. TO-AL. ..__ 1990 Sr- ROOF CONST:D FIRC RCT , , CUPANCY LOAD:60 BASEMENT. : sf ARCA 5C'C. RATED: .1.on. : 1 I(T. : 1� ft: C-ArAGC. . . : f' OCCIJ SEP. RA7ED. 41T7,N MEZ Z^:N REOD iCTE'CaCKa ._._.._ ..__ REGI-II OCIR t._CAD. . . . . W.; r LEF*r : ft; RGI iT: t r-I R S7'I;L;N `.'MOV. OCT. . :N " JELLING UNITS. FRNT: ft REAR: ft rIR ALRM:N HNDICP ACC : '- i:_.DRW3: DATIla: IMP CL!71r- C1-; {'RID C OPR;N F' RK iN!fi ; )LLJE. t. 1060 CMar•kE : hood Fire r.-.tpt)ve s ,i sy t (_,no C0 DELL t y p:, amc 1..rit I,y dat e vecpt -99 SW PACIFIC HWY. PRMT 25. 00 SSW 05/16/95 -- FTRE' ! 1'A. 01b 04/2'(3/93 95--264814 "faRP OR 972217 5PCT ! 1. 2'_, a;,{ 05/16%9".•i — r-,tractor . _._.�a....._ ... ___.. . .._ r P Ho/ SE %hsi rol I r# $ — TOTC;l... RFC)UIPED INSPE_TIONr:, _._._ ..__... oersit is issued subject to the regulation: contained in the Sp)-i n k l ev- Rol.rgh— Ard Municipal Code, State if Ore. Specialty Cadet and all oche- Spi-inrcler- Firia1 .:iicable laws. All work will be done in accordance with ..,;roved plans. This persit will expil :f work is not started �i;h;r. 160 days of issuance, or if work is ss:oended for sore „ ,,, :Li? dais C.;:-A 1 1 f C:f. 1 0 ri i ti �t PLANCK# APPLICATION FOR PERMIT TO INSTALL FIRE SPRINKLER SYSTEM BUILDING DIVISION, CITY OF TIGARD 639-4171 Date: C _ PERMIT # _ Valuation• _ Amt. Paid: Permit Fee: 5% State Tax: Balance Due: Z '1 fi�. = 40�10 FLS: Plans must be submitted to the Building Divisio efore installation. Three sets of the plot plan, showing the layout and the location of the nearest hydrant is required. New Installation. I// Addition: Repair: Alteration: Complete: Partial: Exitway:_ Basement: M Hood & Vent:_ '= Sprav Booth: IN EXISTING BUILDING: IN NEW BUILDING: NUN113ER & STREET: NAME OF BUILDING or BUSINESS: %A c NO. OF STORIES: SIZE OF BUILDING: OCCUPIED AS: TYPE OF SYSTEMS: Wet: 4,:f� Dry:_ Combination: STANDPIPES: OCC.HAZARD: Light_ ORD.GRP.HAZARD 1_2-3— a_4_Extra_ DENSITY GPM/Ft2 DESIGN AREA ft2 SPRINKLER AREA ft2 SPRINKLER ORIFICE SIZE: "K" FACTOR_ !TEMP. RATING OWNER: ADDRESS: CONTRACTOR: S Ili ;';[/ PLANS DRAWN BY: ,( ADDRESS: , )/ Yi/ '-;xll lJ REMARKS: APPROVED permits includes only work described above and/or on plans and specification bearing the same permit number and will comply with all applicable codes and ordinances of the City of Tigard. OZ� SPRINKLER COMPANY:)1wr" f ��i PHONE: A SIGNATTJRE OF APPLICANT: BUILDING DIVISION: PERMIT VALID FOR 180 DAYS word\oomdev\fi rope rm tcw AinnAwee^Ai `�MAt'A� I/YL6T DUCT NOZZ/F' —P/ENKM Nd1ZiCE 56935 O / o 0 � � o I I �PycR �--- �E Tiy�"QM�LlZtR(wAtER) I - U \ T Uq-� vAs Anna CfTY OF T7 A� pD +fid............... 'er only thc�y1y purovod ............. ..... .. .( ); NO as dei b d ln:...... .................... 1: "ERrY11T � Cri � See tetter ter F row 't.. ��..,U022�E Ao . ..... 1. Job A n / 0................. .... ....... . ( �. ,14(10 AlAe Z,4"Y &f - /�j� Ai(!• -��;Gtr � RErnor`E �j/l V�or, y- Gate: nS SANDERSON SAFETY SUPPLY CO. 1101 S E 3rd Avenue, Portland, OR 97214 (503)238-5700 OREGON WASHINGTON CALIFORNIA IDAHO COLORADO Eugene Seattle Bellingham Richmond Boise Denver 850 Conger St 97402 2600 Airport Way,S 98134 355 Ohio Sl.98225 4909 Central Ave.94805 3400 Blake St 80205 (503)663.9333 (206)340.4300 (206)734-1110 (510)559-8400 (208)343-1323 (303)296-1000 ANSUL. DESIGN R-102 RESTAURANT INSTALLATION FIRE SUPPRESSION RECHARGE AND SYSTEM MAINTENANCE MANUAL �r man srm Imom srm son won rt• SECTION IV -- SYSTEM DESIGN UL EX. 3470 7-15-92 Page 4-18 REV. 2 NOZZLE PLACEMENT REQUIREMENTS (Continued) Nozde Application Chert The following chart has been developed to assist in calculating the qty and We of nozzle required to protect each duct, plenum,or appliance. NozJe Tip ► - Maximum Hazard Nozzle Nozzle Stamping - Hazwd Dimensions Quantity Part No, Flow No. Duct or Transltion Length - Unlimited 1 56927 1W (Skof Nozzle) Perimeter - 27 in. (67 cm) ; - Diameter - 6.5 in. (22 cm) Length - Unlimited 1 78078 2WH Duct or Transition (�� si� Perimeter - 75 in. (190.5 cm) Diameter - 24 in. (61 cm) rkx:tl or Transition Length - Unlimited 2 78076 2WH (Dtw Nozyje) Perimeter - 150 in, (381 cm) i iDiameter - 48 in. (122 cm) I Elec&oetatic precipitator Individual C311 1 56929 1/2N � (N ease of Duct) 1 Length - 8 ft. (24 m) 1 56930 1 N ftnurn RjorWw" Protection) Filter Height - 20 in. (51 cm) Plenutp" Length - 4 ft. (1.2 m) 1 56927 1W Nertidl Protection) Width - 4 ft. (1.2 m) Fryers Longest Side - 36 in. (91 cm) 1 56930 1N ' Area - 6 sq. ft (.56 m2) Grkk" Longest Side - 48 in. (122 cm) 1 669''7 1W Area - 10 sq. ft. (.93 m2) Range Longest Side - 48 in. (122 cm) 1 5692.7 1W Area - 10 sq. ft. (.93 m2) Chain Broler'• Longest Side - 34 in. (B6 cm) 2 56927 1'W (OverhmW Protection) Area - 7.6 sq. ft. (.69 m2) Chain BirOier Length - 43 in. (109 cm) 2 56930 1N ,i-forizatall Protection) Width - 31 in. (79 cm) Gas-Radiant Char-Broiler Longest Side - 24 in. (61 cm) 1 56930 IN Area - 3 sq. ft. (.28 rrl ) Electric Longest Side - 34 in. (86 cm) 1 56930 IN Cnar-Broker' Area - 4.7 sq. ft. (,44 m2) Lava-Rock Longest Side - 24 in. (61 cm) 1 56930 1N Area - 2.2 sq. ft. (.20 m2) Natural Charcoal Longest Side - 24 in. (61 cm) 1 56930 1N Broiler Area - 2 sq ft. (.19 m ) Lava-Rock or Natural Longest Side - 30 in. (76 cm) 1 76782 3N Cnarcoal Char-Broiler Arae - 5.0 sq. ft. (.46 m2) Yesquite Longest Side -- 30 in. (76 cm) 1 7E782 3N Cnar-Broiler Area - 5 sq. ft. (.46 m ) ;,aright Broiler Length - 32.5 in. (82.5 cm) 2 56929 1/2N Width - 30 In. (76 cm) Salamander Length - 32.5 in. (82.5 cm) 2 56919 112N Broiler Width - 30 in. (76 cm) •w b.pro+n+T euoeces"sae 10 - 26 in.(25 to 66 cm)above hazard avrtace,use a IW nozzle(Part No.56927),with lip 1W OWn boles e•MW aBeneq - 12 In.x 12 1n.(31 cm x 31 cmi,and not lase than 6046 or Internal broils. size. SECTION IV — SYSTEM DESIGN UL EX. 3470 6-1-91 Page 4-27 REV. 1 DISTRIBUTION PIPING REQUIREMENTS (Continued) Distribution Piping Requirements — 3.0 Gallon System 1. The maximum length between the start of the first branch SUPPLY line and the start of the last b.anch line must not exceed TEE 24 ft. (7.3 m).When the supply line is split,the combined total of both legs of the supply line (from the start of the first branch line to the start o the last branch line)must not exceed 24 ft. (7.3 m). See Figure 65. 2. The total length of all branch lines must not exceed 46 ft. COMBINED LENGTH MUST NOT (14.6 m). See Figure 65. EXCEED 24 FT (73 m) 3. Use a 3/8 in. union to connect the tank adaptor to the 3/8 in. supply line. 4. A maxir -um of two nozzles are allowed F-r duct branch line. ► 5. The requirements of the fullowing table must not be exceeded: 2Wfl NOZZLE / , IN NOZZLE ► IN NOZZI_F 112N NOZZLE 1W 112N NOZZLE NOZZLES (BRANCH LINES IN BOLD) NOZZLES COMBINED LENGTH MUST NOT EXCEED 48 FT.(14.8 m) FIGURE 65 Duct Plenum Appliance Requirem3nts Supply Line Branch Line Branch Line Branch Line Pipe Size 3/8 in. 3/8 in. 3/8 in. 3/8 in. Maximum Length 60 ft. 8 ft. 8 ft. 16 ft. (18.2 m) (2.4 m) (2.4 m) (4.8 m) Maximum Rise 12 ft. 4 ft 2 ft. 2 ft. (3.6 m) (1.2 m) (.6 m) (.6 rn) Maximum 900 9 8 8 8 Elbows Maximum Tees 1 2 1 4 Maxim-)m Unions 4 2 2 2 Maxi,.)um Flow 12 4 1 4 Numbers FSECTION IV — SYSTEM DESIGN UL EX. 3470 6.1-91 Page 4-2 REV. 1 NOZZLE PLACEMENT REQUIREMENTS (Continued) Duct Protection (Continued) ',The 1 W and 2WH nozzles will protect the following: v DUCT 4. Single Nozzle (2WH) Duct Protection: One 2WH nozzle will protect ducts with a maximum perim- MODULL DIAMETER eter of 75 In. (190.5 cm)or a maximum diameter of 24 in. NOT MORE THAN �-TRANSITION (61 cm).The nozzle must be installed 2-8 in.(5.20 cm)Into 24 IN (81 cm) the center of the duct opening and positioned as shown in — — Figure 4. JL FIGURE 6 6. Dual-Nozzle Duct Protection: 2-BIN / ► Two 2WH nozzles will protect ducts with a maximum perim- (5-20 om)� eter of 150 in. (381 cm)or a maximum diameter of 48 in. (122 cm). The nozzles must be installed 2-8 in. (5-20 cm) into the duct opening and positioned as in Figure 7. FIGURE 4 ► 5. Single Nozzle (2WH) Transition Protection: ► One 2WH nozzle will protect transitions at the point where the perimeter of 75.in.(190.5 cm)or the diameter of 24 in. = (61 cm)or less begins within that transition.The nozzle must he placed in the center of the transition opening where the maximum perimeter or diameter begins as shown in Figures 5and 6. / 1/4 112 DUCT DUCT DUCT LENGTH 114 LENGTH DUCT MODULE PERIMETER LENGTH NOT MORE'HAN TRANSITION 75.IN.(190.5 cm) FIGURE 7 NOTICE / In installations where a UL listed damper assembly is employed,the duct nozzle can be \ installed beyond the 8 in. (20 cm)maximum, to a Doint just beyond the damper assembly that will not interfere with the damper. FIGURE 5 SECTION IV — SYSTEM DESIGN UL EX. 3470 6-1-91 Page 4-8 REV.1 NOZZLE PLACEMENT REQUIREMENTS (Continued) Plenum Protection (Contlnuea) ►Exception:When the plenum chamber containers filters that do Option 2: The 1 W nozzle must be placed perpendicular,8-12 not exceed 10 in.(25.4 cm)in height and the 1 N nozzle can be in.(20-30 cm)from the face of the filter and angled installed at the intersecting center lines of both filter banks and to the center of the filter.The nozzle tip must be with- not exceed the 2-4 in. (5 to 10 cm)distance from either filters, in 2 in.(5 cm)from the perpendicula,center line of a single 1 N nozzle can be used. See Figure 27A. the filter. See Figure 26. f" -41N 2-1 IN 2 ) •\ (5.10 cm) I ► 12 IN.(30 cm) a-10 cm MAXIMUM 4 IN. / (10 cm) N_� \ 1N NOZZLE/ �\ BIN (20 cm) MINIMUM i NOZZLE TIP MUST BE WITHIN THIS AREA f 10 IN.(25.4 CM) \ MAXIMUM ► FIGURE 26 f FIGURE 27A IN NOZZLE — PART NO. 56930 NOTICE One 1N nozzle will protect 8 linear feet (2.4 m) of single filter If 1 N nozzle coverage does not exceed 7 lin- bank plenum or two 1 N nozzles will protect 8 linear feet(2.4 cm) ear ft. (2.1 m), the nozzle can be mounted 2 of "V" bank plenum. In either application, the nozzle(s) must , to 6 in. (5-15 cm) from the face of the filter. be mounted in the plenum, 2 to 4 in. (5 to 10 cm)from the face of the filter, centered between the filler height dimension, and I aimed down the length. The filter height must not exceed 20 in. (51 cm). See Figure 27. I 11 FT (2.4 m) MAXIMUM rr �. 2-41N. ) (5-10 cm) I i I 20 IN.(51 cm) MAXIMUM\/ y / B FT.(2.4 m) 2-41N. �-----------. _--- 41N. MAXIMUM IS to cm) 1�-10 em) i m I I I 20 IN.(51 cm) ► MAXIMUM FIGURE 27 SECTION IV — SYSTEM DESIGN UL EX. 3470 7-15-92 Page 4-9 REV. 1 NOZZLE PLACEMENT REQUIREMENTS (Continued) Plenum Protection (Continued) Fryer Prot,3ction For a plenurn,either single or"V"bank,with a linear extension The R-102 system uses two different style nozzles for the pro- longer than 8 feet (2.4 m), each bank may be protected using tection of fryers.The maximum length of the hazard can be no one 1 N nozzle every 8 ft.(2.4 m)or less depending on the overall longer than 36 in. (91 cm) and the total hazard area must not length of the plenum. See Figure 28. The nozzles may point in .ceed 6 sq. ft. (.56 rn2). the opposite directions as long as the entire plenum area is pro- 1. High Proximity Applications: 20 to 50 in. (51 to 127 cm) tected,and the 8 ft.(2.4 m)limitation is not exceeded.See Figure above the liquid grease surface. See Figure 31. 29.The nozzle positioning shown in Figure 30 is not an accept- The 1 N Nozzle(Part No.56930)is used for high proximity able method of protection because the plenum area directly under the tee is not within the discharge pattern of either nozzle. ► applications.The nozzle tip is stamped with 1 indicating that this is a one-flow nozzle and must be counted as one flow number. 8 F (2.4 m) When using this nozzle for fryer protection,the nozzle must MAXIMUM be positioned anywhere along or within the perimeter of the maximum hazard area and angled to the center. B FT (2.4 m) MAXIMUM 38 IN.(91 cm)--_� !' 8 FT.(2.4 m) / _l, MAXIMUM MAXIMUM � / I✓ �� I \/ y I � I I i 24 FT.(7.2 m) i /MAXIMUM I I l I i l I I FIGURE 28 /f I 8 F (2.4m)' I /x MAXIMUM 8 FT.(2.4 m) ' MAXIMUM 8 FT.(2.4 m)�' MAXIMUM / M) MAXIMUM 1' ' I 50 IN.(127 cm) MAXIMUM / FIGURE 29 I 20 IN.(81 Cm) MINIMUM I � I ' \ — /J\\� INCORRECT FIGURE 31 FIGURE 30 SECT1oN N - SYSTEM DESIGN UL EX. 3470 6.1.91 Pae -, 33 R EV DETECTION SYSTEM REQUIREMENTS (Continued) Detector Placement Requirements (Continued) Detection Line Requirements ELECTROSTATIC PRECIPITATOR CONDUIT If an electrostatic precipitator is located at or near the base of Rigid conduit, 1l2 inch Schedule 40 galvanized pipe,or 112 irc the exhaust duct, it is necessary to locate a detector below the EMT thin-wall conduit may be used. standard steel conduit precipitator, at the base of the duct, and also locate one in the tings to properly(compression stall he dete are system AllConduit recornmE,nd )must bor Pipe lr-us. duct, just above the precipitator. See Figure 72. be firmly supported.When using pipe,make certain that all a-Cs When installing the detector bracket and system conduit,make are carefully reamed and blown clear of chips and scale oe'cre certain they do not interfere with the operation of the precipitator. assembly. NOTICE The conduit offset.can be used at the top or bottom of the regulated release to change direction of the conduit. The conduit offset cannot be used with pulley tees. All other changes in direction must be made by using Ansul approved pulley elbows, Part No. 45771. See Figure 74. FIGURE 72 ,� I COOKING APPLIANCES () If the cooking appliance is located under an exhaust duct where U O a detector has peen mounted, it is normally not necessary to utilize anothe, detector for that cooking appliance,provided the detector is not more than 12 in.(30 cm)into the duct.See Figure 73, ---- ��—gym FIGURE 74 WIRE ROPE The total length of wire rope must not exceed 12E ft.(38 m)when using the''clip-on" style deteclor(Part No. 56837 and 568.18), _ or exceed 103 ft.(31.4 m)when using the"hinged"style detector (Part No. 15373 and 15375). If detector styles are mixed in the -- detection system, the maximum length of wire rope must be APPLIANCE APPLIANCE APPLIANCE APPLIANCE. limited to 103 ft. (31.4 m). REQUIRES COVERED BY COVERED By NEOUIRES PULLET ELBOWS: DETECTOR DETECTOR SEPARATE DETECTOR UNDER DUCT UNDER DUCT DETECTOR Part No. 16426 Is designed for temporatures below 200 IF(9 °C). Part No. 45771 must be used in temperatures of 200 IF FIGURE 73 (93 °C) to 700 IF (371 °C). When using''clip-on"style detector(Part No. 561137 and 56838) Detectors used for cooking appliances must be located above the maximum number of pulley elbows that may be used in the the surfac,: and within the perimeter of the cooking appliance detection system is 12 of Part No. 16426,or 18 of Part No.45771 They must be nosihoned toward the exhaust duct side of the When using"hinged"style detector(Part No. 15:173 and 1537 5) appliance and high enough to prevent accidental actuation of the maximum number of pulley elbows that n,.ay be used in the the system. The cooking appliance detectors must be located detection system is 8 of Part No. 16426 or Part No. 45771. �, the air stream of the cooking fumes for quick fire detection. It is normally necessary to use one detector per area of single If detector styles are mixed in the detection system, the max - --in rnVnr-inn nvnn thrrinh more than nne nooliance may be imum number of pulley elbows must be limited to 8. SECTION V — INSTALLATION INSTRUCTIONS UL EX. 3470 5-1-90 Page 5.15 INSTALLING THE REMOTE MANUAL PULL STATION (Continued) REMOTE MANUAI.PULL STATION SINGLE APPLICATION O -PULLEY ELBOW 0 WIRE ROPE /OVAL SLEEVE CABLE LEVER ' RELEASE MECHANISM JUNCTION BO% LOCK BAR (NOT SUPPLIED BY ANSUL) - C BREAK ROD PULL 8 I , SIDE STUD REMOTE f MANUAL/ PULL PING STATION HANDLE FIGURE 40 PULLEY TEE REMOTE MANUAI.PULL STATION DUAL APPLICATION PULLEY ELBOW _WIP!ROPE OVAL SLFEVE -- LI I 1 \, / RELFASE / MECHANISM CABLE LOCK BAR LEVER I JUNCTION BOX (NOT SUPPLIED BY ANSUL) 8 I PULS PUL REMOTE REMOTE EMOTE PULL MANUAI. STATION PULL STATION FIGURE 41 SECTION V — INSTALLATION INSTRUCTIONS UL EX. 3470 6-1-91 Page 5-18 REV. 1 INSTALLING MECHANICAL GAS VALVE (Continued) 7, a. Use new pipe, properly reamed and cleaned of metal 12. With the end of wire rope alreEdy threaded through hole chips. in air cylinder rod, slide stop sleeve(Part No. 26317)onto b. Make certain gas flow is in the same direction as arrow wire rope and leave loose. Do not crimp stop sleeve at this shown on gas valve. To avoid cracking the gas valve time. See Figure 43. casting, do not overtighten pipe connections. If pipe 13. Cock mechani^,al gas valve as shown in Figure 48. tape, paste, spray, or similar lubricant is usod, extra care snould be taken to avoid overtightening. Apply ANSUI. MECHANICAL GAS VALVE lubricant to male threads only. c. Wrench tighten pipe to gas valve. DO NOT USE GAS COCKING VALVE AS A LEVER WHEN INSTALLING OR VALVE ( LEVER DAMAGE MAY OCCUR. See Figure 46. d. If strainer is utilized,attach strainer ahr,ad of gas valve. e. If necessary, install drip leg in gas lin,in accordance with the authority having jurisdich ,n. I, The total length of wire rope allo�.ed for each valve must not exceed 125 ft. (38 m). g. The maximum number of pulley elbows allowed for 44, each gas valve is 12 of Part No. 16426 or 58 of Part No. 45771. 8 Install 1/2 in.conduit,and pulley elbow(s)from the mechan- ical gas valve to regulated release assembly enclosure as r J�— necessary. ► COCKED OPEN POSITION FIRED CLOSED POSITION 9 Beginning at the regulated release assembly,thread the end ASCO MECHANICAL GAS VALVE of the wire rope tnrough hole provided in air cylinder rod. See Figure 43. 10. Feed end of wire rope through conduit and each pulley elbow. COCKING tl� LFVFR Make certain that wire rope rides on top and in center of o pulley sheave. 11 the 50 ft.(15 m)wire rope has been spliced \ .� to accommodate a longer run,do not allow the spliced ends to be within 12 in. (30 cm)of any pulley elbow or conduit adaptor. _ 11 Remove side cover on gas valve and thread end of wire rope --- I through hole in cocking lever. Slide stop sleeve (Part No. - --- 26317)on to wire rope and crimp. (Use the National Tele- phone Supply Company Nicopress Sleeve Tool Stock No. U 51-C-887 or equal to properly crimp stop sleeve.)Make cer- tain crimp is on top of cocking lever, with wire rope curled ~� under lever. See Figure 47. COCKED OPEN POSITION FIRED CLOSED POSITION FIGURE 48 14. Raise air cylinder rod''UP''to its maximum extended posi- RE ROPE. tion. See Figure 43. 15. Manually pull wire rope to remove excess slack. STOP SLEEVE. i NOTICE DO NOT ACTUATE THE MECHANICAL_GAS COCKING VALVE, Each Mechanical Gas Valve System �\ —LEVER must have gas valve cocked and air cylinder rod extended''UP''to its maximum extension before Completing next step. 16. Slide stop sleeve against air cylinder rod, make certain all slack is removed from wire, and crimp stop sleeve. See FIGURE 47 Figure 43. 17. Cut off any excess wire rope approximately 3/4 in. (2 cm) from end of stop sleeve. lI CITY OF TIGARD REC-r-.1PT OF' PAYMENT RECEIPT NO. t95--265519 CHECK AMOUNT ; 26. 25 NAME s SANDERSON SAFETY SUPPLY CASH AMOUNT z 0. 00 ADDRESS s 1101 BE 3RD AVE PAYMENT DATE : 05/16/95 PORTLAND. OR t:-i(JSl)lVISTON s 97214- 1PURPOSE OF PAYMENT AMOUNT PAID PURPOSE OF PnYMUNT OMOUNT VIA I D BUILDING PERM BUP95-0147 P5. 00 PLAN CHECK FE 13299 SW PAC tFl(, 14WY TACO BEI-L JTUI Al. AMOUNT mur) CITY OF TIGARD FT'CEIPT Or PAYM17.NT RECEIPT NO. 195-264814 CHECK AMOLINT s 0. 00 J f 4 M GANUI-RSEON SAFETY SUPPLY CASH PmnUNT s 10. 00 ADDRESS s 1101 HE THIRD AUF PAYMENT DOTE t 04/28/9!5 SUAD I ko I S t 0N PORTLAND OR IRVICISE OF' PAYMENT AMOUNT POID PURPOSE' OF PAYMENT AMOUNT PAID IRE LIFE SAFEY PU)N CK i(A. 00 13305 SW PAC IFTC, HWY TW-0 BFIJ... T(1101... AMOUNT PFI Jr) 10. 00 CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone)• 639-4175 Business Phone: 639-4171 Inspection:�j�_ �—� 7 axe�) �. �o' Susp. .,ei rn e0-c Sprink. Rough-in Appr/Sdwlk Foundation I'Ibg. Underslab Vech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall. Gyp. Bd. -Elect. Date Requested:_. Time:4AM PM Address: Builder: Permitra� THE FOI -OWIN3 CORRECTIONS ARE REQUIRED: Inspector:__ � I,z — _ Date:- -DISAPPROVED ate DISAPPROVED APPROVED SUBJECT TO ABOVE _Galt For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 6394171 01 Inspec!ion: tl Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Hough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Hein Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul, Shear Wall Gyp. Bd. -Elect. Date Requested: r ( ( l Time: AM PM t Address: Builder. c 7'L, THE FOLLOW G CORRECTIONS ARE REQUIRED: Inspectcr._L --- Date: — APPROVED DISAPPROVED __APPROVED SUBJECT TO ABOVE Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: D Footing Susp. CeilingSpri' nk. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mach. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in F=INAL: Post/Beam Mach. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mach, Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: Timer PM Address: � .L I / f Builder: �' 7 THE FOLLOWING CORRECTIONS ARE REQUIRED: .e J y 4 �------- L Inspector: Dater —APPROVED _DISAPPROVED _APPROVED SUBJECT TO ABOVE _Call For Rainsp. CITY OF T I GARD _T�� COMMUNITY DEVELOPMENT DEPARTMENT 13125 SW Hall Blvd.Tigard,Oregon 9722396199 (503)039.071 PUILDING ;:'ERM17 PEPMIT #. . . . . . . : 3UP ,'-, DOTE ISSULO: 0:510,'105 P-ARCEL: 2914212CB-01804 T T17 A D D P CO S. SW PAC I r I c i.IW,?r SUBDIVISION. . . . : ZONING: C.-G C)CV. . . . . . . . . . : LOT. . . . . . . .. . . . . . TPUCTTON- f I E UE I LOOP AREAS-- EXTERIOR WALL CON3 CLASS OF' WORK. s rIRST. . . . : Sf N! Sg E: W: 7W"IE OF USE. . . :COM SECOND. . . : of PROTILCT OPENINGS? ------- TYPE OF CONST. THIRD. . . . : f N: S: E . W: OCCUPANCY GRP.. TOTAL-- 0 S f ROOF CONST: FIRE RCT'? . OCCUPANCY LOnD: BASEMENT—, qf AREA GEF,. RATED: '7013\. . I-IT. : ft OnRAGE. . . - s 10CCU 3EP. RATED: PSM-F? : MEZZI: REDD SETBACKS---- F"LOOR LCAD. . . . . PS-F I-ErT. ft RGHT: ft r In s r,1-,1 E 011014 DCT. . UNITS: FRIT: ft REAR: ft FIR ALRIVI: HNDI'-'P, ACC: �.DRMS: DATHS,. 1W, SURFA,".1— PRO C."0 R R PARKINC. SLUE. $: 1950 emat-k,s . PERMANENT FREECTANDING 619" X 101 C,IGN MAD,17 Or- r-,LEXI --ALLUtv11NU1VI--STrr' -'- IN SIGN type amol.tilt by data recpi ;,705 SW F,ACIFIC: HWY PRMT 1, D oltZ02/95 - r-,LCK $ 21. 13 JD X14/:'`;!9) 95 26,1 �1'4 OR 972213 --)F,CT $ 1. 63 P 05/02/95 cne #: ontractor,; ,. , RACTOR NOT ON FILE J5. C, TOTAL REQUIRED INSP'ECTIONS persit is issued subject to the ,em,.Ilatisns contained in the Ft-aming Insip ---------- toard Municipal Code, Rate of Ore. Specidity Codes and all other T i.tlat :ion Irisp ------ laws. All wank will be done in accordance with Gyp Lluaw-d Irisp graved plari. This permit will expire if work is not started Su-,p Ceilng Irisp .,thin 1184 days of issuance, or if work is suspended for more Final IrispPctic)n 180,days. mittee K'sed By Call fc)i in ei F)ec.t i ori 639- 4175 Commercial Building Permit D I_p ication City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223ro�� test "+q (503) 639-4171 •lobsite Ad-dress: � ,�3C�S� s�L� � f C ��w`� Tenant: . '1'�CO ��f'1--�—' Suite # Office Use Only PlancklRec # Valuation: n �j Permit# 6 Owner: (/ 1J. 4�wr�r �fl�l' ��i Map & TL # Address: Approvals Raguired (�r�"i i t Gyl4 Planning __ Plane: G�(. 3� << Engineering Other ontractor: 16"1PT q t� Address: Type of const 70 14 Occupancy class: � J Sprinklered? Yes No Contractors License # 9 ' l I (attach copy of cur!eat Oregon license) Sq. ft. of project: Contact name & phone: J/ ST-e/c kj _ Story (1st, 2nd, etc.) Proposed use: Arch itectlEngineer: t-��`�'��K``''4� j�J�, Previous use: _ Address: ��3 3 w t C__ _ / Note: Plumbing & mechanical plans 761 6 (fit' must be submitted at time of Phone: '3 n"-)C1;>13 building permit application. 3� JOB DESCRIPTION: (/��'�9�-- -t 5`"c/�rJ��l�� t%c�nJ ��n 21 '5 2z Applicant Signature & Phone number Received by: _ �— _ Date Received: _ Permit;* Account Description Amount Amt_ Pd. Bal. Due c�Bldg. Permit (BUILD) (� Plumb. Permit (PLUMB) Mech. Permit (MECH) State Tax (TAX) Bldg: Plumb: Mech: Plan Check (PLANCK) �' ) -3 Bldg: Plumb: Mech: Sewer Connection (SWUSA) Sewer Inspection (SWINSP) Parks Dev Charge (PKSDC) Residential TIF (TIF-R) _ Mass Transit TIF (TIF-MT) Commercial TIF (TIF-C) !� Industrial TIF (71F-1) _ Institutional TIF (TIF-iS) Office 'rIF (TIF-0) Water Quality (WQUAL) Water Quantity (WQUANT) _ Fire Life Safety (FLS) Erosion Cntrl Permit (ERPRMT) Erosion Planck/USA (ERPLAN) Erosion Planck/COT (EROSN) _ TOTALS: (:I TY or T T GARCI - RECF AI PT OF PAYMENT REC'F I PT NO, :95-E648-i6 CHECK AMOUNT : 34. 1:3 NAME a STEIN !a I6N (..ASH AMOUNT : 0. 00 AU1)RFSS : 39610 CROWN POIN'( HWY. PAYMENT GATE i 05/02/95p CORBETT, OR GURDIVISION c 97019- PURPOSE OF PAYMENT AMOUNT MAID PURPOSE (IF I-'FIYMF:'N-f f1MnLINT PAIL) BUILDING PF RM BUP95 -0129 ST. ALMA)A) PER 1 1 ,,, 5 SW PAC I F i C HWY. - t'ACO PFl_.I_ I(11til_ AM01-INT PAIn I 1 1 J CTTY OF TIrARP - RE.C:F-TV-11' (IF- PAYMENT RE'Ct if`'T 1-40. :95--;?.64f--,P4 ('HI cv. AM(TUNT : 0. 00 sn.I N a I GN Cflr�H NMf11_ N T 22. 00 RFS, 3 )810 C:RQWhI PT HWY VlnleME:NT UATF. : (A4/25/9 i "Ll gG.f V ISION cnRNE'TT OR 9701.9-- I I'f15(:: OF P'AYME'NT Ahjntgi f F A i I) PURL nsr (7 F'' P0YMFNT AMO(INT PO I f) Glt l r;HFr,K FE 4—69r 1 J I Sw PACIFIC HWY I r+ !+ flFt_l.. FREESTANI)MG SIGN m rAt.. AMOUNT PATI) ie1. 1 , CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-U-Phone): 639-4175 Business Phone: 639-4171 Inspection.: ") �� O t//j Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk �`I Foundation Plbg. Underslalk Mech. Hough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL. Post/Beam Mech. San. Sewer Gas Line Bldg. Plbg. Underfloor Rain Drain/ Framing -Plumb. Alarm : ate`r Liv' Insulation " -Mech. Underflr. Insul. Shear Wall Gyp. Bd. Q,� Elect. Date Requested:_ Time: AM PM Address: Builder: V Permit d-7( , THE FOLLOWING CORRECTIONS ARE REQUIRED: r / Inspector: Date:— —APPROVED —DISAPPROVEA�PROVED SUBJECT TO ABOVE Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line {Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection:_ Footing Susp. Ceiling Sprink, Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct, Plbg. Top Q� _E,ec. Rough-in FINAL: Post/Beam Mech. San. Sewer-- Y� as Line -Bldg. Plbg. Underfloor Hain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp+B -Elect. -��.3C Date Re uested:i q 4�— Time.�� PM Address: Builder: PeFM-it ! / CJ 2 7L THE FOLLOWING CORRECTIONS ARE REQUIRED: CSG Cf 7 _.�'-f�'�l^ ��it./'✓t ice, / ,�•�.�.�t�� i„i.r.rc..c�a� /_�i(�/,t�-i��/'tea r^� �.ti✓'t. � .� Inspector:_��_-- � Date: - _APPROVFD —DISAPPROVED _APPROVED SUBJECT TO ABOVE __Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE L-,� Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection.__ Footing Susp. Ceiling prink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing Plumb. Alarm Water Line Insulatic.i -Mech. Underflr. Insul. Shear Wall Gyp. Bd. J -Elect. Date Requested:_ yl4 /j 5 Time:/ �n04 PM Address- Builder: ddressBuilder: Permit THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector: � —_ Date: 2� PPROVED __DISAPPROVED APPROVED SUBJECT TO ABOVE _Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: -e. t.A Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg, Top Out Elec. Rough-in FINAL: Post/Ream Mech. San. Sewer �Gi C n> -Bldg. Plbg. Underfloor Rain Drain Framing -Plurnb. Alarm Water Line -Mech. Undertlr. Insul. Shear Wali / Gyp. Bd. �( -Elect. Date Requested:` Time: ( `AM, PM Address: T--•� �.�<7 �� -t"-��J '�/-f,- Builder: Permit #: Cz- THE FOLLOWING CORRECTIONS ARE REQUIRED: v WO i^�- 1�CL!.r its — .'✓ts--"1. i2�t,.�-�V Inspector: �, tT _ Date: _APPROVED DISAPPROVED __APPROVED SUBJECT TO '90VE _Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. SewerGas Line -Bldg. Plbg. Underfloor Rain Drain gaming -Plumb. Alarm Water Line l/� �?n u atw' -Mech, Underflr. Insul. Shear all Gyp. Bd. -Elect. Date Requested: �� _Time:, PM Address: // Builder: 4' 4 4 c-' 't Permit THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector:_ Date: el-Ll- 2,S` �APPROVED DISAPPROVED ,APPROVED SUBJECT TO ABOVE _Call For Reir sp. idw-HI NGTON SOURPE TEL :5036205612 Apr 20 '95 12 :07 No .002 P .01 7�? C.G. 10a-i S -tto L z h� ►�, Kos� IZG..,arr; 1-�z��+L L-) `��o-5517. Z0, pp D 31q l to) Aao 4�' $184 Slv 1ZZP o06;L . 1A i v � 1 SISI ��y- 7z5 -7 Fa-r CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Lir (Rec-O-Phone): 6399-41`7/�usiness Phone: 63x9-4171 Inspection: — Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. gar, Gas Line -Bldg. Plbg. Underfloor Rain Dioin Framing -Plumb. Alarm Water Line Insulation -Meeh. Underfir. Insul. / Shear Wall Gyp. Bd. ' -Elect. Date Requ sted: -1 < �d 5 Time: AM PM Address: ' Builder. -2, Permit #: THE FOLLOWING CORRECTIONS ARE REQUIRED: �► Inspector. �� _ Date: l ,.._APPROVED DISAPPROVED __—APPROVED SUBJECT TO ABOVE _Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspecticn Line (Rec O-Phone): 639.4175 Business Phone: 639-4171 Inspection: _L�C/ Footing Susp, Ceiling Sp-.nk. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Top u0 Elec. Rough-in FINAL: Post/Beam Mech. man Sewer Gas Line � _E�, -Bldg. Plbg. Underfloor Rain Drain 64-V4.!J' -Plumb. Alarm Water Line Ins�ulati[on -Mech. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: / V A S Time:Z; __PM Address:--/ _21 Builder: & 7Y Permit #'(�Gc.n 'I- c -P 7� THE FOLLOWING CORRECTIONS ARE REQUIRED: -9 o� Inspector /'_1 _ Date: APPROVED _DISAPPROVED _APPROVED SUBJECT TO ABOVE l�- _Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4-17-5 Business Phone: 639-4171 n Inspection: L'>it}•rye.-�� ( �� `J - Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-ir, FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain 'framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested:_1 J - / Time: AM PM Address: Builder: _ �� _Permi(#: 94; 3 7 THE FOLLOWING CORRECTIONS ARE REQUIRED: ' Inspector /GC._ Date: ✓/APPROVED _DISAPPROVED `APPROVED SUBJECT TO ABOVE _Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE 'S Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: 1 "` `"3'�_ e 0 Footing Susp, Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. pRXT--Tb Out Elec. Rough-in FINAL: Post/Beam Mech. San. newer ,asLine O Z-,�j, -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underilr. Insul. Shear Wall Gyp. Bd. -Elect. Lj Date Requested: Time: AM PM Address:_13 1 ! Z d Builder: q— U Permit #: L3 -04(6 THE FOLLOWING CORRECTIONS ARE REQUIRED: �� Cf y- 03 ` — '- '—�---4�--,�--��--�------tencz vZze Ins ;tor: IDate: 4�f- , ROVED _DISAPPROVED APPROVED SUBJECT TO ABOVE —_Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 6394175 Business Phone: 63941717-7 ��/ Inspection- �A-�- ge-al" Footing Susp. Ceiling Sprink Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Bearn Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Bearn Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line M� insulation -Mech. Underflr. Insul. �8hear ' //�' Gyp. Bd. -Elect. Date Requested: �' _ Time: AM PM Address: Builder:_ ' =O _ Permit #: 3"v� THE FOLLOWING CORRECTIONS ARE REQUIRED: T _ 1 Inspector Date:_ " ._APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE_ __Call For Reinsp CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175' Business Phone: 639-4171 Inspection: � (7' < <" Imo; Footing Susp, Ceiling Sprink. Rough in Appr/Sdwlk FPwndatt Plbg. Underslab Mech. dough in Fireplace Post/Beam Struct. Plbg, Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underllr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requststed: �r � _Time: PM </t fAd-dress: fig--� o ec 1' Builder: 6 .2 !' 7 Permit #:/ ` i- �?2 7(0 THE FOLLOWING CORRECTIONS ARE RFQUIRED: u 0 cj l Inspector: ,/,j�� Date: v— — _APPROVED —_DISAPPROVED _APPROVED SUBJECT 10 ABOVE —_Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE v Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 �i— Inspection. i - Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Meeh. San. Sewer Gas Line -Bldg. Pl6g.('AaFrY64i Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul, Shear Wall Gyp. Bd. -Elect. Date Requested: Time: AM �PM Address: ! = a Builder: Cs— / (�,/ (� _Permit#!4QvIl -THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector: = _ _ Date: 7 Y APPROVED _DISAPPROVED _APPROVED SUBJECT TO ABOVE i Call For Reinso. t 1 CITY OF TIGA BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Businocs Phone: 639.4171 Inspection: Cl_ ca vt Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk oundat�n' Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. 8d. -Elect Date Requested. �' L�1 2 Time. AM PM Address: Builder: (r-)•4 q � '7 ;_T Permit #: THE FOLLOWING CORRECTIONS ARE REQUIRED: 7,, Zitt' siLL--'J Inspector: Date: APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE _Call For Reinsp. CITY OF TIGARD t COMMUNITY DEVELOPMENT DEPARTMENT 13125 SW Hall Blvd.Tlpud,Oregon 9722398199 (503)839.4171 BUILDING PERMIT PERMIT #. . . . . . . : BUP9' ��;-7F• DATE ISiSUED: 12/15/94 41 71 3z g9 PARCEL: 251O2CB-018011 11 E ADDRESS. . . a &4a*5 SW PAC I F I C HWY -;UNUIVISION. . . . e ZONING: C-G hl-OCK. . . . . . . . . . e T. . . . . . . . . . . . . . RE I SSiUE: -- - F'L._ ) REWSi--- ----- - EXTERIOR WALL CONSTRUCTT01'.; LL_A5S OF WORK. a NEW 1'' 1. — : 1990 s f N a S: E: W: TYPE OF USE. . . :COM NL,. . . : __f PRIG i ECT ----- I YF'L OF CONST. :SN R . . . sf N. S: E: We UI.;C:UF'ANCY GRP'. :A3 JN7T - -- 1990 s f ROOF CONST:B FIRE RET? 0 0 ULLUPANCY LOAD a 60 ,' E=NT. : s f AREA SEF'. RATED: GTOR. : 1 HT. : 1 = YE. . • : s OCCU SEF'. RATED: BSMT-? :N MEZZ? READ SETBACKS-------- REQUIRED--------------------- 1- I_r:)UR �AD. . )�.: r LEFT: ft RGHT: ft FIR SPKL:N SMOK DET. . :N DWP.. ,I G' ITS: FRNTs ft REAR: ft F'IR ALRM:N HNDICP ACC:Y BEI) S: �Et'TI�S � IMP SURFACE:: PRO CORRIN PARKING: VHl_U . $ : 1500 : � Hemarks : PRIOR TO OCCUPANCY: 1 ) SATISFY ALL CONDITIONS OF APPROVAL FOR SDR93-001 I.:,; ,_) POST $1600. 00 BOND FOR UNDERGROUNDINO UTILITIES; 3)PREPARE NOISE AND LIGHTI 7 :ii UDY. Uwner: ---------------------------------- --------------------- FEES --------_---_.- F'LHNNING DESIGN GROUP type amol.tnt by date r^ecpi. l Lc b. E. 27TH AVENUE PRMT $ 558. 00 JF 12/15/94 -- PLCIi $ :;6 . 70 12111/�42 92-•234601 PORTLAND OR 97,7'14 FIRE $ 223. 20 - 12/11/92 92-234601 Phone #: 235-6000 SPCT $ 27. 90 JF 12/15/94 - EROS $ 64. 00 JF 12/15/94 - Luntr-actor: __ ----------------------------ERPC $ :0. 80 JF 12:/15/94 - LUGU CONSTRUCTION INC ERPC $ 20. 80 JF 12/15/94 - PO BOX 4325 TIF $ 7757. 00 JF 12/15/94 - Additional fees not shown here. . . . . . . FEDERAL WAY WA 98163 Phone #: $ 10714. 40 TOTAL I3eq #. . 101 9-21 - -- REQUIRED INSPECTIONS This pereit is issued subject to the regulations contained in the Foot/Fol_tnd InsFr Tigard Municipal Coder State of Ore. Specialty Codes and all other Slab Insp applicable laws. All work will be done in accordance with Slab Insp approved plans. This pereit will expire if work is not started Framing Insp within IN days of issuance, or if work is suspended for Bore Roof n a i I n g I n s p than 180 days. Insi.tlation Insp Sheat- WA- 11 Insp Gyp Board Insp -- _ Sl.tsp Cei lnq Insp prmittee Signatt .%re : Y-� Final Inspection Lt e d Ply- _ -_. . ._ -._._..-__.__... Call frrr- inspection -- 639-41'7'5 CITY OF TIGARD SITE WORK COMMUNITY DEVELOPMENT DEPARTMENT PE PM 1 1 13125 SW Hell Blvd.Tigard,Oregon 9722398199 (503)539-41171 F;ERMI ,r #. . . . . . . ; SI T94-00-: 639-4111 DATE ISSUED: 12/15/1)4 PARCELo 2S102CB-01604 SITE ADDRESS. . . 13305 SW PACIFIC 1AWY SUBDIVISION. . . . ZONING: C-6 FLOCK. . . . . . . . . . LOT. . . . . . . . . . . . . IYPL OF WORK:NEW PA V1 N b?. . . . . . . . . .. Y RESO. NO. t:X(,V VOLUME'. .-200 cy GRADING','. . . . . . . . :Y VALUE. . . 310011, FILL VOLUME. :200 Cy LANDSCAPING?. . . . :Y ENG FILL-). . . . . . :N SITE PREF?. . . . . . :Y EilDILS RPT REQD?:N STORM DRAINS?. . . : Y IMPERV SURFACE. . : 16600 sf Remar-ks : SDR 92-00c-'I ; 0 reqk-tei;t for, Site Eevplo )meat Review approval to c0flstru C,t; a new dr-ive-thv-1-t ir,eStaLlr-ant facility with related site improvement. ZONES C-6 ?6eyler,al CommPtIcial. ) . iW(--Tll 251 i-ICLA, tax lot 1604) Uwner: FEES ---------------- PLANNING DESIGN GROUP type amol.Ant by date ir,ecpt 1,i�2 S. E. 27*TH AVENUE VIRMT 4 197. 50 JG 12./16/94 P,C T F 9. 88 J tj 12/ 16/94 PORTLAND OR 97L,14 PLCK 128. 313 JG 1`/16/94 Pl-,one #: 236-6000 f ROB 80. 00 JG 12:/ 16/94 ERPC 26. 00 ,.TG la/ 16/94 2C,. 00 JG 12/16/94 LUGO cnNs-rRUC-rION INC PO 13OX 4-325 1---DERAL WAY WA 9806-1. ----------------------------------------- Phone #: $ 46/. 76 76 1 OTAL Reg #. . : 117119c'.1 REUUIRED INSPECTIONS This permit is issued subject to the regulations contained in the Er-osion Control Tigard Municipal Code, State of Ore. Specialty pecialty Codes and all other Excavation Insp applicable laws. All wcrk will be done in accordance with Fill Inspection approved plans. This permit will expire if work is not started Ur-ailing Insp within 180 days of issuance, or if work is suspended for more Strm Dt-ain Insp than 180 days. Final Inspection 1-,et-mittee Iss'.1e(J By : for inspection 639-4175 CITY OF T GARD SEWER CONNECTION P E R M I T COMMUNITY DEVELOPMENT DEPARTMENT PIEPMIT #. . . . . . . : SWR94-02, 13125 SW Hall Blvd.Tigard,Oregon 9722398199 (503)839.4171 DATE ISSUED: 1.2/15,194 51.1 L-' ADDRESS. 13305 SW PAC I F I C 1-414Y T,UBDIVISION. . . . : ZONING: C—G BLOCK. . . . . . . . . . . LOT'. . . . . . . . . . . . . TENONT Ni,4ME. . . . . USA NO. . . . . . . . . . 11 FixTURE UNITS. . . :60 F,L-(-)SO OF WORK. . . :NEW DWELL I NG UN I TS. - :4 ryr-'s OF USE. . . . . :COM NO. OF' BUILDINGS: INSTALL TYPIE. . . . :BUGWR IMPrRV SURFACE. . : 1.6600 -. sf Remarks : SDR 92-017121 A r-ecjLtest for, Site Development Review Ar)Pr`c)1)a1 to COnst" J ct a new cJv,ive--thv-t.t r-estattrant facility with related 5 Ite 1111PY-Ovement ZONE: C-6 c(:tener a1 (:cimmev-c:i,-.AI (W(-ITM 2,31 _CEA, tax lot 181,64) Uwnet,: FEES P1-.At1NlNG DESIGN GROUP t y P e Amolint by d,-At e S. E. 27TH AVENUE PIRMT 8800. 00 KS 12/15/94 I N Sl-" do 5. 00 K5 12/15/14 �-�,,'ILOND OR 1)1,---'14 --ir)rle #, 236-6000 C101,11RPETOR NOT ON FILE Ilene 8845. 00 TOTAL Peg #. REOUIRED INSPECTIONS This Applicant agrees to ;:ovply with all the rules and regulations Sewer- Ins-pection of the Unified Sewage Agency. The permit expires 180 days from the date issued. The total 8100t paid will be forfeited if the permit expires. The Agency does not guarantee the accuracy of the side sewer laterals. If the sewer is not IOL81ted at the measurement g,.Ypr,, the installer shall prospect 3 feet in all directions frot the distance given, If not so located, the installer shall purchase a "Tap and Side Sewer" Permit and the Agency will install a lateral. - )--mit tee Signati-tir-e ------- _redBy : Call for inspection 63q--4 175 q-7 CITY OF T I GARB MECHANICAL COMMUNITY DEVELOPMENT DEPARTMENT PERMtT 13125 SW Hall Blvd.Tlgard,Oregon 97223e8199 (503)639-4171 PERMIT #. . . . . . . i MEC94-127132L DATE ISSUED: 12/15/94 PARCEL: 2S102CB-01804 aiTE ADDRESS- 2 13305 SW PAL IFIC HWY SUBDIVISION. . . . : ZONING: C-G BLOCK. . . . . . * . . . I LOT. . . . . . . . . . . . . .0 _------------------------------------------------------------------------ CLASS OF WORK. . iNEW FLOOR FURN. . . . : EVAP COOLERS: TYPE OF USE. . . . ICOM UNIT HEATERS. . : VENT FANS. . . : OCCUPANCY GRE'. . :A3 VENTS W/O APDL: 1 VENT SYSTEIIS:3 SIURIES. . . . . . . . ol BOILERS/COMPRESSORS HOODS. . . . . . . :2 f=UE.!_ 0-3 HP. . . . : DOMES. INCIN; : /bAs/ 3-15 HP. . . . :i.: COMML. INCIN3 MAX INPUT: BTU 15--30 HP. . . . : REPAIR UNITS:2 FIRE DAMPERS?. . ll 30-50 HP. . . . : WOODSTOVES. . : GA5 FRES SURE. . . :L 50+ HP. . . . : CLO DRYERS. . : NO. OF UNITS----------- AIR HANDLING UNITS OTHER UNITS. :5 FURN < 100K BTU: <= 10000 cfm: l GAS OUTLETS. : 1 FURN ) =100K BTUs ) 10000 cfm : Remarks : Taco Bell— new r-,er.ta1_tr,ant' r-epait, t.tnits= dl.tcts other i..tnits= water- t)r, and condensers Owner : --------------------------------------------------------- FEES PLANNING DESIGN GROUP type amount by date r-ecpt 122 S. E. 27TH AVENUE PRMT $ 98. 50 JF 12/15/94 PL.CK $ 24. 63 JF 12/15/94 PORTLAND OR 9*7214 5PCT $ 4. 93 JF 12/15/94 0hone #s 236-6000 Contractor: AMERICAN HEATING, INC. 1,339 SE GIDEON PORTLAND OR 97202 ------------------- Phone #: 239-4600 1.28. 06 TOTAL Reg #. . : 33135 -------- REQUIRED INSPECTIONS This per-sit is issued subject to the regulations contained in the Gas Line Insp Tigard Municipal Code, State of Ore. Specialty Codes and all other Ilechanical Insp applicable laws. All work will be done in accordance with Shaft Irspection approved plans. This permit wil. expire if work is not started Hood Inspection within 180 days of issuance, or if work is suspended for more I)Lict Inspection than 180 days. Misr. Inspection 1- incl Inspection 1*_,er-mittee Signatl.tr-e- I s S'.ked By Call fov, inspection 639-41'75 CITY CSF T I GAR© COMMUNITY DEVELOPMENT DEPARTMENT 13125 SW Hall Blvd.Tigard,Oregon 97223o819P (503)639-4171 PLUMBING PERMIT P1-7-RM I T #. . . . . . . : P'LM93--0210 639-4171 DATE ISSUED- 12/15/94 PARCEL: 2S102CB-0180'+ SITE ADDRESS. . . : 13305 GW HW'f SUBDIVISION— . : ZONING: C—G BLOCK. . . . . . . . . . : L OT. . . . . . . . . . . . . . --------- ---------------------------------------------------------------------------------- CLASS OF—WORK. . :NEW GARBAGE DISPOSALS. . : MOBILE HOME SPACES. : TYPE OF USE. . . . :COM WASHING MACH. . . . . . . : BACKFLOW PIREVNTRS. . :2 OCCUPANCY GRP. . aA3 FLOOR DRAINS. . . . . . . : TRAPS. . . . . . . . . . . . . . : STORIES. . . . . . . . : i WATER HEATERS. . . . . . : CATCH BASINS. . . . . . . :3 FIX)-URES------------- LAUNDRY TRAYS. . . . . . : SF RAIN DRAINS. . . . . : SINKS. . . . . . . . . . : URINALS. . . . . . . . . . . . : GREASE TRAPS. . . . . . . :2 LAVATORIES. . . . . : OTHER FIX'i'LIRES. . . . . : TUB/SHOWFRS. . . . e SEWER LINE (ft ) . . . . : 150 WATER CLOSETS. . : WATER 1—INE (ft ) . . . . . 100 nIRIAWASHERS. . . . I RAIN DRAIN (ft) . . . . :350 1�emarks: New Bldg : Taco Bell restas-trant. Uwner: FEES PLANNING DESIGN GROUP type Amol-trit by date recpt 122 S. E. 27TH AVENUE PRMT $ 260. 00 JF 12/15/94 PLCK $ 65. 00 JF 12/15/94 PORTLAND OR 97214 5pc"r s 13. 00 JF 12/15/94 — Phone #: 236-61010121 Contractor: ALI 5 PLUMBING 846 LYNDA LANE NW bf4LEM OR 97304 Phone #% $ 338. 00 TOTAL Rey #. . : 95618 ------- REQUIRED INSPECTIONS This permit is issued subject to the regulations contained in the Top--oi.it Incip Tigard Municipal Code, State of Ore. Specialty Codes and all other Misc. Inspection applicable laws. 411 work will be done in accordance with RP/Backflow Prey approved plans. This permit will expire if work is not started Final Inspection within 180 days of issuance, or if work is suspended for more than 180 days. 1--'erinittee SignatUre: Issl.ted LAY . Call for inspection 639--4175 13125 SW Hall MO. PLNCK/RECT #CITY OF TIGARD PERMIT COMMUNITY DE;NE'LOPMENT DEPARTMENT TigarJ,Orcgon97M (503)619-4171 DATE ISSUED ��-C7 �( JOB ADDRESS: _-zz-y�E'S JAL Cir=f C_ ��IC:++vVt�� TAX MAP/LOT SUB: LOT: LAND USE: _ VALUATION: ISC�� C�c.�� ,'� r� - 00 OWNER _ SPEC IAL NOTFS NAME: �4CC n Tz ' REISSUE OF: ADDRESS: az L7;,H Au £- LAST REI s - t -- - c7 7 Z 1 q- FLOOGP D TO F HONE: �� •� ��7 SENSITI CONTRACTORS APPROVALS RE UIRED �C'c1 Z -M,? NAME: _ _ PLANNING: WiAc k.FtlEk)Lb T ADDRESS: __. -_�( �� _. ENGINEERING: FIRE DEPT: PHONE: OTHER: CONTR. BOARD #: 16 1CI J-1 EXP DATE: ITEMS REQUIRED SUBCONTRACTORS: PLUMB: _ _` LIST/SUBCONTRACTORS: MECH: _ _. _ _ BUS TAX: _— ARCH/ NGINEER CALCULATIONS: NAME: �_ TRUSS DETAILS: _ ADDRESS: _ __ _ OTHER: PHONE: PROPOSED BLDG. USE: COMMENTS: ----- TNiS G S .E' �i�!L if'- !F ay f L Aiv Nom- -- L CANT [GNATURE Received By: _ _ ___ Date Received: PERMIT # ACCT # DESCRIPTION AMOUNT AMOUNT PD. BAL. -DUE �LJFYi---;96 10-432 00 Building Permit Fees 10-431 00 Plumbing Permit Fees 10-431 01 Mechanical Permit Fees 10-230 01 State Building Tax (5%) �✓ Building Plumbing _ Mechanical 10-433 00 Plans Check Fee � L Building �S►� _ Kq. D4 L,--,- Plumbing Plumbing �_ Fl,.j, vS►� gyp, 8U ✓ A Mechanical H cj- toF 9C." 10-230 06 Fire 30-202 00 Sewer Connection �`' ¢� ✓ 30-444 00 Sewer Inspection r � 25-448-02 Commercial TIF Fees -10.1)o y, v� , 25-448-04 Industrial TIF Fees J Q 25-448-06 Institutional TIF Fees _ 25-448-.03 Office TIF Fees 25-448-01 Residential Traffic Fees 25-448-05 Mass Transit TIF Fees L3f►Y �u ✓ 52-449 00 Parks System Dev Charge (PDC) 31-450 00 Storm Drainage Syst Dev Chrg (SSDC) -- t' 24-445-01 Water Quality (Fee in lieu of) 24-445-02 Water Quantity (Fee in lieu of) TOTAL 00111 Commercial Building Permit Application City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 (503) 639-4171 ,Jobsite Address: p Office Use Only Tenant:. / �(„� Sults# Planck/Rec# Valuation: .L f Permit # Owner: �c r G' Map,& TL# 1 Address: r r'r , - _Approvals Required / I �� > - Planning -- Phone. Engineering _ n Other. _ contra6tor: Address: Type of const: Occupancy class: Phone: Sprinklered? Yes ( N�� Contractor's License #� /) ( /v�L � � ( � `j `� 17 , (attach copy of currant Oregon license) Sq. ft. of project: Story (h st, 2nd, etc.) 7 Architect/Engineer: Propo.ed use: S4�'►tur'� Address: Previous use: Note: Plumbing & mechanical plans must be submitted at time of Phone: building permit application. COMMENTS: -- Applicant Signature & Phone number Received by: Date Received: _ _ Permit # Account Description Amount Amt. Pd. Bal. Due '.� (T (4-11r-Y r Bldg. Permit (BUILD) -- --�— � Plumb. Permit (PLUMB) Mech. ilermit (MECH) State Tar (TAX) —_ s Bldg: Plumb: Mech: Plan Check (PLANCK) 3 4 Bldg: Plumb: c�c Mech: Sewer Connection (SWUSA) Sewer Inspection (SWlly 1P) Parks Dev Charge (PKSDC) Storm Drainage Chg (SDSDC) — Residential TIF (TIF-R) Mass Trans1 TIF (TIF-MT) Commercial TIF (TIF-C) --- _— Industrial TIF (TIF-1) _ Institutional TIF (TIF-IS) _ Office TIF (TIF-0) Water duality (WOUAL.) Water Quantity (WOUANT) Fire District (FIRE) TOTALS: City of Tigard PLUMBING PERMIT Planck/Rec. # 13125 sw Hail Blvd. APPLICATION Permit # f�;�? 1'y"a Tigard, OR 97223 (503) 639-4171 J OHS 814-21.610 — OTY PRICE AMT Job �1 .SCG) 'CSC, ' / ee--z FIXTURES — Address �» ry n .50 u^ t .50 i 5.to �vaor—Tu-Fi�owerZ`.om—I�: �or .50 Shower Only 7.50 «. ater( osot 7.50 5 r Owner �. 71 h wa. hof --- .50 � _ Garbage ZIP Disposal 7.50 Washing Machine 7.50 50 61 Fk-Kx rain r .« «• ��--- —Ota1_teerr��a<+treerpNLaundry Room s( raya ) i— 50 . Occupant Urinal .50 0. 7.50 .a .... MISCELLANEOUS Contractor .,. — Sower 1st 100' 30.00 �p r»JlWpo -N. Sewef-ea.AaR 100' 15.00 Ater Service 1 st 100' 20.00 -rThe--- y a(*Aeclr thaF1 have read this SP Katn;n,ftt die Water Service ea Addit.200' 15.00 information given is awed,that I am the owner or authorized agent of - — the owner,that plans submitted arc in compliance with State laws,dint I Storm 6 Rain Drain 1st 100' l 30.00 ?O - am registered with the Construction Contractors Board,that the number Stonn d Rain Drain Addit. 100' 15.00 given is correct. (If exempt from State registration,please give reason - --- _- below.) Mobile Nome Space 25-00 - -�' — Back lower Mari-- Device or Anti-Pollution Davide 7.50 Any Trap orasta Not Connected to a Fixture 7.50 !esinbew;c now e addition-(a alteration rata r _) assn 50 to be done residential O non-residential© — 40.00 Insp.of Exist.Plumbing per hr --- - 40.00 Specialty Requested Inspections per hr Existing use ofin tarn,smgleeh hemi-ily building or proporty—__ —. dwelling 15.00 Residential harkflow prevention devices 15.00 Propos(A use of hhiitding or prorx�rty ( xcept rest entral bac low prevention devices) NOTICE 'Minimum Foe$25.00 SUBIOTAL PERMITS BECOME VOID IF WORK OR CONSTAUG110N — 5%SURCHARGE AUTHORIZED IS NOT COMMENCED WIRIIN 180 DAYS,OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ARANIX. Et) `t FOR A PERIOD OF 180 DAYS AT ANY TIME:AFTER WORK IS PLAN REVIEW 25%OF SUBTOTAL_ COMMENCED. — ) - TOTAL Sp�dal Conditions by *.ru AWWT «adsnw. City of Tigard MECHANICAL PERMIT Planck/Rec. # _ 13125 sw Hall Blvd. APPLICATION Permit # �a Tigard, OR 97223 (503) 639-4171 Table 3A Mechanical Code QTY PRICE AMT Job 7? ._ 1' S w 1) Permit Fee -0- -0- 1000 J UJC, --- — .—._ Address — i � 2) Supplemental Permit 3 00 urnace to 1) incl ducts 8 vents 6.00 Furnace iouzoysm.- Owner 192 SC'C ' r�t� AIve 2) in--l.ducts 8 vents _ 7.50 / -" oor ur` ance- - ,'��,J 3) incl. vent 6,00 _ o• of use pen(TaeateFi �, wall heater ?~), tA-r'�1 4) or floor mounted heater_ 6.00 Vent no me in Occupant 5) appliance permit I 300 *, lipRepair oheatingOng r `— 6) cooling,absorption unit 6.00 boiler or comp,hepump,air cc.-)d - 7) to 3 HP,absorp unit to 100h BTU 6.00 Boiler or comp, hell pump,air cond. 8) 3-15 HP, absorp unit to 500K BTU 11.00 Contractor ---r-- boiler or comp, heat pump, air con 9) 1530 HP.absorp unit 5-1 mil BTU 15.00 .Q�..�,�• 'T• --moi er or comp, i�-pump, air cond- 10) 30 50 HP;absorp unit 1.1-75 mil BTU 22.F0 hereby acKnawl5tge that I have r this app ica ion, that the Boiler or comp,heat pump,air con 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 State7ii�a-0iny unit to laws,that I am registered with the Construction Contractor's Board, 12) 10,000 CFM 4.50 that the number given is correct. (If exempt from State registration, irFran rng unn_F- please give reason below.) 13) 10,000 CTM+ 7.50 Non portable 14) evaporate cooler 4.50 15) to a single duct 9 n0 entilaUon system 16) included in appliance permit 4.50 /j• 17) mechanical exhaust 450 Descrtbe work new addition alteration T3 repair —Commmerclor m` isinal to be done residential O non-residential O 18) type incinerator � �� sO1 S 30.00 xtE sting use o — --- Other i.e.,woodstove,watar f� building or property 19) haatdr,solar,clothes dryers,etc. 4.50 Proposed use of 20) Gas piping one to four ouCs?,� 2.00 building or property j _ _ ---- 21) More than 4 per outlet Type of fual -oil O natural gas 40 PG(D eled6c O ---- — - r Minimum Fee$25.00 SUBTOTAL r` PERMITS BECOME VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS,OR 5%SURCHARGE. IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME PLAN REVIEW 25%OF SUBTOTAL AFTER WORK IS COMMENCED - TOTAL ape tial Conditions ��- Data issued by Ir Yrl"1IP*AT I I U l 1 Y OF' Y IGARD - RE1.1 I t'I III. 1'I-IYMF 1-1 I RF.L;1: 1 F'1 NO. a`i4--e597OR CHECK TIMI JUN I a 19441, 26 NAM=. s TACO RE:L,L_ CORP. C;AHFf OM(IUNT Cil. w(ia ADDRESS i i'ra SE P711-1 (IVF: I-'AYMVN I L*11I F•. a 12/15/94 U.1BD l V J.li'l UN I PORTU-1ND, 1JRF.(30N pL.IRF'l:,il& OFPAYMF Nl AMCIUN'l PAI 1) 1'L►kl'l►lil (.IF PHYMNT f-INOUNI I'N1IJ Ell11I I)].Nl3 I-'F FtM .NI.IH'��:ti- Il►'76 � `;tt. 00 SI « J•IU1I.1) F.+.Ji," 40 i �3F:41F»R UGiHT SWH 94 0371 fjboo. NVI '3f-.WL--f4 .lhlLi4�t:l, LAIMME RC 1 AL. 1 IF 14. Iw b 9. NN MI•IL<" 'T'T•tl4w'J I HRO DUAL.11'Y F•AC I L..I (Y F F:.E: 1 ARIA. L40 Hint-I 1.11 If IN 1 1. 1 r I 1 11 `o E HUSI ON I;CIN I ROL F'Fr.kMA I F VF- t,4. 00 FR(I;n.1 UI'J I AIN I kI 11 111 1-IN I .F; i''V, 1-11 I C-.RI.TBIUN LON'T RUL. 'k1. 13111 FI(_I.11 .111IW.i f'l.klh ll i�+ 41U)%+ 1'i I, 1:710 -k 9. 88 PL.VIN 1.;1.11-(•l. Id0!.31:(:)N t:'CIN f Rl1L_ "10.fj(A E.RO 1.01"I 1,1 JI`I 1 1-11.11 I-'1 NI') 1.I'. CIS: , Oki 1?01-)'I IJN CON I RLJ1 E'f,'.kM 1 1 t l'-1- 110. IIIA -;alb" SW F AC']F Il.; HWY 1 l l 1 NL. AMOUN C PH 1 IJ > V: 41 M � I U I 'e IJI T J 1•iNl4l' kNC:F: 11'I (IF t41YMt:N I RF.L f- (PI NI1. 094-c'S9706 I-HLCK FNtJt1N F 466. Dia NAME t TAC F) BE1..1_ I'::ORI' l.'Asli HMOIJN f 0. 00 ADURUFIO PHYMI N'1 DAD 1 '/1.5/94 131.JbDIV I ',11Ih1 PURPOSE (Jf PAYMF_N T FIMf.JI.1N V Pf-I(C.J PURPOS f:IF PAYMF-.N I" OMI UN I ! 1 1113 MECHANICAL FIR MEC94-• 48. 9LA Fif. 131111..1) C'I:R 4. 9;3 PLAN CHECK FF r'_4. 1`-3 I!1 (IMfi I NG PV RM !T M94-02 r:'6N. 00 9T. BUILD PER 13. 1010 111 +41\1 I,HF.(.:FS F F. 65. 00 I I 11'30x5 SW F'(4GIF 1L, IJWY '114C() f1E I..1 TOTAL AM01 ml1 PAJ U Of., WASHINGTON COUNTY, OREGON November 28, 1994 Larry Ri t-rhey 122 SE 27th Ave . Portland, OR 97214 RE: Taco Bell (#06 . 0578) 132,911 133-0-S S .W. Pacific Highway Tigard, OR 97223 Dear Mr. Ritchey: The Washington County Department of Health and Human Services has obtained the plans for the proposed Taco Bell at 1330b S.W. Pacific Highway in Tigard, Oregon. It is our understanding that community water and community sewer will be utilized at this structure . The following is understood to be planned with necessary changes and conditions for approval noted: 1) The plans show a three compartment sink unit to wash, rinse and sanitize utensils in. Each compartment of the three compartment sink must be large enough to totally submerse the largest multi-use utensil . Two drainboards are required. One drainbor.d must be designated for soiled utensils and the other for clean utensils . An accurate test kit is required to test sanitizer concentration in the third compartment of your sink. 2) Item 18 is a single sink. It is assumed to be the food preparation sink. Please be aware that this sink can not be utilized for noncompatible uses such as handwashing or mop washing. This sink is shown to waste indirectly to a floor sink. 3) The plans show a utility mop sink. Please supply a mop hanging device so mops and similar floor cleaning equipment can be cleaned and hung between uses . 4) There must be a handsi.nk designated in each of the food or drink preparation and food or drink dispensing areas . Handsinks are shown in the front and back areas and provide adequate handwashing facilities . Dei xtment of Health R Human Services 155 North First Avenue Hillsboro, Oregon 97124 WIC Nutrition Plan (503) 640-3555 Administration & Planning: (503) 693-4402 TDD. (503) 648-8601 Hpalth Services: (503) 648-8881 FAX: Clinic 693-4522/Administration 693-4490 Environmental Health (503) 648-8722 Page two 5) All handwashing sinks including the restroom handsinks must be equipped with dispensed soap and dispensed sanitary towels or approved hand drying devices . Common (cloth) towels cannot be used to dry hands. If disposable towels are used, easily cleanable waste receptacles must be conveniently located near the handwashing facilities . The handwashing sinks must be equipped wiLli but .-ind cold tempered water. it self-closing, slow-closing, or metered faucets will be used, they must be designed to provide a flow of water for at leant 15 seconds without the need to reactivate the faucet . 6) The restaurant plans indicate seating for approximately 68 . Two restrooms are shown with a total of two toilets, one urinal and two handsinks. This number of fixtures is adequate for indicated seating. 7) The restrooms must meet all the requirements as described in the 1987 Oregon Food Sanitation Rules for design, construction and operation. Be aware that restroom doors must self-close and that there must be at least one covered waste receptacle in the women' s restroom. 8) The food preparation sink, ice maker, ice dispensers, steam table, cold line, beverage equipment, and any other piece of equipment utilized to hold food or ice in that is equipped with a drain must waste indirectly. Where air gaps are required, the distance between the bottom of the waste pipe and the top of the floor sink or drain must be at least one inch or two waste pipe diameters whichever is greater. 9) Any refrigeration unit which does not come equipped with an evaporator pan for its liquid wastes must have its liquid wastes drain indirectly to a floor drain or floor sink. 10) Floor sinks and floor drains must be located so they are accessible for cleaning and maintenance . 11) All floor, wall and ceiling surfaces must be smooth, durable, sealed and easily cleanable and in a light color. 12) Where paint is used on walls and ceilings ocher than in dining areas high gloss is recommended. 13) Self-service salad /condiment areas must have a smooth, nonabsorbent floor covering such as vinyl, tile or the equivalent extending 30 inches on each side to which the public has access. 14) The plans submitted show a self-service beverage area . Please be aware that beverage drinking containers can not be refilled on dispensing units that require the container to come into contact with the beverage machine . The lip of the beverage containers should never come in contact -,pith the beverage dispensing unit or an ice dispensing machine. Page three 15) Self serve ice must be automatically dispensed. As with self-serve beverage units the customer' s cup may not come into contact with the dispensing machine . 16) ease coving at least four inches in height will be needed on all wall/floor junctures that require wet mopping. 17) Any gaps in floors, walls, or ceiling around plumbing or. electrical ::Drk must be filled in to prevent rodent and insectaccess and entrance . 1.8) Exposed utility lines and pipes can not be installed horizontally on the floor. 19) All lamps over or within food storage, food preparation, and food display facilities and facilities where utensils and equipment are cleaned ai-id stored shall be shielded, coated or otherwise shatter. resistant . 20) Each refrigeration unit not equipped with an accurate built-in thermometer, must have a spirit stemmed thermometer located on the top shelf or door. 21) A metal probe thermometer accurate to +2 decrees F must be provided to assure attainment and maintenance of proper internal cooking, holding or refrigeration temperature of potentially hazardous foods . 22) Each hot holding facility storing potentially hazardous food shall be provided with a numerically scaled indicating thermometer accurate to ±3 degrees F, located to measure the air temperature in the coolest part of the facility and located to be easily readable . Recording thermometers, accurate to +3 degrees F, may be used in lieu of indicating thermometers. 23) Where it is not practical. to install thermometers on equipment such as bain-maries, steam tables, steam kettles, heat lamps, cal-rod units, or insulated food transport carriers, then the product thermometer must be available and used to check internal food temperatures . 24) If perishable food will be reheated, a method to reheat this food to 165 F within 30 minutes must be provided. Steam tables, bain maries and crock pots are not all.cwed for rapid reheating or cooking of foods . 25) If. perishable food will be cooled then a method to rapidly cool this food must be provided. Commercial air cooled refrigerators or ice baths are recommended for cooling foods . When foods are cooled in the refrigerator, they must be cooled in shallow containers no more than four inches deep with food no more than three inches in Oepth in the container. Perishable food must be cooled from 140 OF to 45 OF or less in no more than four. hours. 2.6) A1.1 equipment must be installed so as to be movable or property sealed to facilitate proper cleaning. Page four 27) Storage shelves must be smooth, impervious, and easily cleanable . Unfinished wood is not acceptable . 28) To minimize manual contact of foods, please provide and utili2e handled scoops and other appropriate utensils . 29) Food rray not be stored under exposed or unprotected sewer lines or water .lines, except where automatic fire protection :sprinkler heads may be required by law. 3C) All storage of food, food containers, and single service utensils must be on shelves at least six inches above the floor except where storage is on wheeled platforms or four inch high sealed bases . Metal pressurized containers need not be elevated. 31.) All floor mounted equipment, unless readily movable, must be sealed to floor, installed on a concrete or otherwise smootl. base at least four =inches high, or elevated on legs to provide at least a six inch clearance between the floor and equipment . 32) Be aware that all food or food items in the facility which are within customer reach and are net prepackaged, must be protected from customer contamination by a sneeze shield or other approved. meant Please see the NSF pamphlet that is enclosed for information on sneeze shield requirements . 33) If food delivery is planned then deliveries must be made in approved company vehicles with approved equipment that will keep products at proper temperatures . 34) Outside sLorage areas or enclosures must be large enough to store the garbage and refuse containers and must be kept clean . Garbage and refuse containers, dumpsters and compactor systems located outside must be stored on or above a hard, nonabsorbent surface such as cement or machine-laid asphalt that is kept clean and maintained in good repair. 35) If there will be seating for more than 30 patrons, you will need to conform with the Oregon Clean Air Act designating smoking and nonsrrnking areas . For your convenience, a copy of this rule is enclosed. 36) A grease trap is shown. A maintenance schedule must be developed and followed to prevent grease from going down the sanitary sewer. 37) All plumbing must meet the requirements of the City of Tigard and the Oregon Uniform Plumbing Code . 38) This facility and its operation must meet all the Oregon Food Sanitation Rules and Statutes . 39) All employees must have current Washington County Food Handler' s Cards . For information call 640-3460 . 40) A preopening inspection must be conducted by our Department prior to license approval and operation . Please contact me at 648-8722 at least one week prior to operation to schedule this inspection . i Page five 411 The license fee of $370 . 00 and license application must be submitted to this office prior to the preopening inspection. If any future changes are necessary, it will be required that those changes be approved by this Department . Very truly ;yours, DEPARTMENT HEALTH AND HUMAN SERVICES Toby Harris, R.S. Environmental Health and Sanitation TH: lso Enc : c : Taco Bell Corporation Tim Bunnell City of Tigard DATE: PLANS CHECK NO.: -.2 J . _ /,Z --,-3 7 PRO CT TITLE. COUNTYWIDE 11� TRAFFIC: IMPACT FEE APFCANT: WORKSHEET �- (FOR NON-SINGLE FAMILY USES) MAIUNG ADDRESS: �!1 Cq/ZIP/PHONE: RATE PER %� _ ;i�_ C' �� LAND IJE f`AT RY TRIP TAX MAP NO.: RESIDENTIAL $155,00 BU NESS ,&NO COMMERCIAL $39.00 SITUS NO.ADDRESS. "? �_ 143.00 INDUSTRIAL $150.00 INSTITUTIONAL $64.00 PAYMENT METHOD: CASH ICHFZ_ CREDIT INSTITUTIONAL ONLY: BANCROFT PROMISSORY NOT LAND USE CATEGORY ESCRIPTION OF USE EEKDAY AVG. TRIP RAT WEEKEND AVE TRIP RATE DEFER TO OCCUPANCY !J � r e �' I��-f. �7Z� . G?; BASIS: C �i CALCULATIONS: co 7 ` PIIOJEC7 P GENERATION: ADDITIONAL N";TES: FOR ACCOUNTING PURPOSES ONLY: ROM AMT.: TRANSIT AMT.: V' PREPARED BY, CC: WASHINGTON COUNTY TIF NOTEBOOK tolm tif10 L"1 F I ED SEIWERAC.E AGENCY OF WASH 1 NGTt:)N COUNTY F'12MFE UJ I T RAT I tAGS TOTAL TOTAL F XTU2£ VALUL f t#JMDER NUMELM RAPT 1 STRY/FOC-4T 4 w� BATH - TUB/%UWE.? 4 - JA(:IJZ/WtAPL. 4 CUSPIDOR/WATER ASP 1 DISHWASHER - OOMMER 4 DOFE:ST 2 DRIPKING FOUNTAIN 1 F'liOM ORA I N - 2 INCH 2 ; 3 1 NC}-1 5 4 INCH 6 CARBAGE 01SPOSAL - DOM (TO 3A HP) 16 - COMM ( O 5 HP) 32 - IND (17VER 5 HP( 48 —�_— - OIL SEP (GAS STA) 6 SHC IVUR -- GANG 1 STALL 2 SILK - BAR 2 i - OR 4,DLEY 5 - CCM4ERC 1 AL 3 -�- - SERVICE 3 WASHER. CLOTHES 6 WATER EXT 6 WAT-FR CLCkiE"T F, '+.6i I NAL 6 Fac value (th,s ten IDU - this tenant 1 Ebm. fx value-- bld{ - Run. ®U - bldg. Sewer rnti t # c :" DATE I I �l —INSP TOTAL fed f i I - EDU BUS I NESS rQf c a f e d PFT*A1T NO. COUPfTED FROM TAX MAP/LOT � —"- -. T3-25 R83 122 S.E. 27th Planning/Design Portland, Oregon 97214 Group Phone: (503) 236-6000 Iffim Fax: 1503) 232-2357 July 29, 1994 Mark Burrows Plans Examiner City of Tigard 13125 SW Hall Blvd. Tigard, Oregon 97223 Re: Propesed Taco Bell at 1,3305 SW P.,.Afic Wvvy at Park, Tigard, OR 13z 1� Dear Mark: This letter is a request to extend the plan check approval status for an additional six r, -)nth duration for the above referenced project. This extra time is necessary to evaluate this site a- an optimal location for business. Taco Bell anticipates an approval to this requested extension. PleaFe call me immediately at 236- 6000 if I can clarify any questions you may have. Sincerely. Jennifer Brion Planning Design Group • �/�e r1 OY'�S SIGN PERMIT PERMIT #: SGN93-146 DATE ISSUED. . . . : 01/03/94 EXPIRATION DATE:Uq 1*U3/9i PARCEL. . . . . . . . . : 2S102CB-01804 i� G) ZONE. . . . . . . . . . . C-G BUSINESS NAME. . : TACO BELL SIGN LOCATIOff. . : 43305 SW PACIFIC HWY APPLICANT/AGENT: JIM STEIN / STEIN SIGN BUSINESS TAX NO: a Sees maz=cs- -.•---'.�---•�---sses=ssss=ess=ss==ss.nss=s=s=--___-=_.s==s=s.e=s.e=cs SIGN: PERMANErT (X) FREESTANDING (X) FREEWAY ( ) TEMPORARY ( ) - WALL ( ) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS'_ . . . . . . 6'6" X 10'1" TOTAL SIGN AREA. . . . . . : 66 sq.ft. WALI. AREA. . . . . . . . . . . . . sq.ft. WALL FACE (DIRECTION) : NA SIGN HEIGHT. . . . . . . . . . : 20 ft. PROJECTION FROM WALL. : in. ILLUMINATION. . . . . . . . . : INT DESCRIPTION OF SIGN: PELMANENT FREESTANDING SIGN. Dimensions 616" X 10'1" = 66 sq.ft. MATERIALS. . . . . . . . . . . . : PLF.X/ALUM EXISTING SIGNS. . . . . . . : ELECTRICAL PERMIT REQUIRED: YES BUILDING PERMIT REQUIRED. : YES ADMINISTRATIVE EXCEPTIONS. : N/A PERMIT FEE: $ 50.00 APPROVED BY: � •� ow-, Q DATE: 01/03/94 Permit No. CT1Y OF TIGAM SIIN PERMIT APMCATION MAe applizant llexrby applies for a pcxrmit for tlx-- work indicated or as shewm in the aoocapanyinq plans and speciflcatioiia. SIGN IDCATION ADofftESs: -13 7 �" SS C '� }'_ ZON bL: C —_ —� NAME OF PAZINESS: APPLIC2%T/AGII7r: ��j � E(.� CIOMPANY: ��:J _i�IS�V _ PHONE: 372-0 The City of. Tigard inposes an annual Bu--inc--,s Tax which must be kept currenton all persons doing business in the City. Do you px- ?sently pave a current bisitess tax? YES ( NO ( ) U.L. label if Syt P -+1 PRXAOSED SlrV: (Check as many as apply) PE13Q14ENr (c s) FREMEANDIW FRF TEMPO tARY ( ) WATL ( ) ELECTRONIC ( ) SIGN DIMENSIONS: EXF'II2ATION ATE: ZVFAL SIGN AREA (Sq. Ft.) : WAIL AREA (Sq. Ft.) : WAIT. Ems: HE GUr (Ft) PROJE7C ON FROM WALL: ILTINBOMION: YES NO ( ) TYPE: MATERI EXISTING Slats: AIMINTS'II2A'I'IVE EXCI=- ON: N/A ( ) APPRDJFD ( ) HCJW MLUf _$ AREA ( ) HEIGIN ( ) (JONVff TS: �/�EEA'V�At OF fl�tX�.•nyNl crl3f/Grr4H7, r4TP/ic.tNTS DR.IV0J(r5 ��1.c�L9LCt�2_!�� InJD/[�}-Tr�{� a;� NEr-�r•�- _—.— - RIANNM DEPARIMERr All sign permits mist be aooc panied by a scale Permit_Fee: 17,50 drawing and plot plan. If work authorized tuider ReaeytNo: q3 - 9-1q/-;Z a sign permit has not hevit ccupleted within ninety tvved BY: Sc��—_ days after the i_sswAv--je of the permi- , the permit Date_— A- 3 -ay_ shall becom mall, and void. EuripImL PERMIT I (ErMT 1HAT I AM "IF, RE)OOMED OWNER OF 7111: RWJIRED: YES qsf NO ( ) PROPERTY OR AN AGENT AUVR IZED BY T11E OWNER. BUILDING V1.t3` r PBU UM: YE3 (�4 No ( ) Applicant's signature --o � C}Ro-i�rol; 7-- cp/BKMPFIW Address �---`-- 1lelephom N:\WO1M\Cr MDFV\ ry5 3 2-2 G� ca rt 1i Q fipr\ cis@ s it i- YT�r b i.�� ••.,, .� ,. A.- )WIYtMTIAN >R r�1 >�� tt"�rkk �ayy o ; ki lb Min Zil TIN L6&, K49 COG NSIS N131S 90:91 M/L0/0T CITY OF TIGA►RD COMMUNITY DEVELOPMENT DEPARTMENT SITE WORK 13125 SIN HP11 Blvd. Tigard.Oregon 97223-8199 (503)639-4171 PERM T PERMIT #. . . . . . . SIT9300E'1- 639-4J71. DATE ISSUED: PARCEL: ---'S102CB--01f304 SITE ADDRESS. . . : 1-3„?JZIS SW PACIFIC HWY SUBDIVISION. . . . : ZONING: C-G DLOCF.. . . . . . . . . . .. LOT. . . . . . . . . . . . . TYPE OF WORT :NEW PA V I NG'?. . . . . . . . . .Y RE-'SO. NO. EXCV VOL.UME. : 750 cy GRADING?. . . . . . . . :Y VALUE. . . 0 FILL VOLUME. : c LANDSCAPING?. . . . :Y ENG FILL?. . . . . . : Y SITE PREP?. . . . . . :Y SOILS RPT REGID? :Y STORM DRAINS'?. . . :N IMPERV SURFACE. . : 16600 Sf Remarks - SDR 92-001:-:.11 . (1 i-pql.test for Site Development Review approval to c,.on!-itr ct a new drive-t;-irl-i restal-trant facility with related site iMrri - ve ent t 0 M ZUNL: L--b (Genera) Commercial ) . (WCTM -::'Sl 2CB, tax lot 1804) . Site work inclo-ides paving, grading, any fill, and landscaping. Owner FEES PLANNING DESIGN GROUP type amok.lnt by date reept 122 S. E. -'27TH AVENUE PRMT $ 122. 50 JF 12/21/93 5FICT $ 6. 13 JF 12/21 /93 PORILOND OR 97214 Phone #- 236-6000 ContraLt0r: 1'.ALS PAVING/CONSTRUCTION INC 20666 S. MOLALLA AVE OREGON CITY OR 97045 171hone #: $ 1 8. 63 rOTAL Rey #. . : :7,4434 REOUIRED INBPECTIONS This persit it issued subject to the rrgulations contained in the Erosion Control Tigard Municipal Code, State of Ore. Specialty Codes and all other Excavation Insp applicable laws. All work will be d7ne in accordance with Fill ins pipet ion approved plans. This peroit wiil expire if wv,-k is not started Grading Insp within 180 days of isc-!Liice, or if work is suspended for erre Strin Drain Insp than 180 days. Final Inspection Permittee 5 i g n a t 1-i r e - ----- Issi-ted By : .......... ...... Call for inspection 639-41*75 ((� /� 1.1113 Sw ti,u llfw. PLNCK/RECT # CIT�/ OF T V ARD PERMIT A / "'I ~ COMMUNITY I)[-:VLLOI'MF-N'I'I)FPA.IZTM1•:N'I' 7ip�dor3�9n1� -=�- — IS03161¢"" DATE ISSUED JOB ADDRESS: 7 / ) -_. TAX MAP/LOT SUB: . LOT: _ _-- LAND USE: -____--- VALUATION: OWNER SPECIAL NO1LS NAME: _ / 1Ca �� or`� — REISSUE OF: VLF. LAST REISSUE: FLOOD PLAIN/ PHON: r!��' ��'- _ — SENSITIVE LAND: CONTRACTOR APPROVALS RE UQ IRED / PLANNING: NAME: - ----�-- - ADDRESS: ENGINEERING: a_ ( a FIRE DEPT: te : PHONE: _ ,-- OTHER: CONIR. BOARD #: ? ` EXP DATE: ITEMS REQ_U_IRED SUBCONTRACTORS: PLUMB: LIST/SUBCONIRACTORS: _ MECH: _ - BUS TAX: ------- ARCH/ENGINEER CALCULATIONS: NAME: TRUSS DETAILS: ADDRESS: OTHER: ^--.---------- -_.. _-----_-_.- PHONE: -PROPOSED BLDG.BLDG. USE: COMMENTS: —� _ ----- -- - -- APPLICANT SIGNATURE Received By: _ _ _ Date Received: ___ PERMIT # ACCT # DESCRIPTION AMOUNT AMOUNT PD_ BAL. DUE 10-432 00 Building Permit fees 10-431. 00 Plumbing Permit Fees 10-431 01 Mechanical Permit fees 10-230 01 State Building Tax (5q) Building Plumbing Mechanical 10-433 00 Plans Check Fee Building Plumbing Mechanical 10-230 06 Fire 30-202 00 Sewer Connection 30-444 00 Sewer Inspection __- 25-448-02 Commercial TIF Fees _. 2.5-448-04 Industrial TIF Fees 2.5-448-06 Institutional TIF Fees 25-448-03 Office TIF Fees 25-418-01 Residential Traffic Fees _ 25-4,+8-05 Mass Transit TIF Fees 52-449 00 Parks System Dev Charge (PDC) 31-450 00 Storm Drainage Syst Dev Chrg (SSDC) 24-445-01 Water Quality (Fqe in lieu of) 24-445-02 Water Quantity (fee in lieu of) _ TOTAL nm/3587P.WPF GI I r IIF I I I y r1l N 1 I<I I .I, 11 1 111 i. JNIYIF PIA INIA 1 N13 Ot.�i 114N CiPlA1F' j r bF c..'VI i I fi V F 1. 1 pl.-JR I I..(Ir .), 1114 I JJAD 1,V t, 19 14 11 04YNI NT 11\1 I 14-11 1) 1 l 1 IN 1 (.4 111.) f, 13, RM S I193- 01/1- , ncc) M-A I 11/15/04 08:52 0503 684_7207 v� CITY OF TICARD iL 7,e) Boot Post=rt'Fax Note 7871 Dale from CaJDapt f1/ J e' C VrLWJ r7 i4_ _ Phone i V V Phone M Tax i Fs(11c -- - M,Cd) CITY 4F TIGARD November 16, 1993 OREGON Taco Bell corkoraLion 122 BE 27th Avenue Portland, OR 97214 -�__ Project: Taco Bell- plan check #12-37C kq-M SW pacific IIi.ghway Subjects Building Plan Review (1991 TIBC w_th Oregon Amendments) The plans for thIs3 project were reviewed for conforuti-ty jith applicable codex. Please Submit the following items for completion of the plan review procoan at your earliest convenience: ��Y:' gub*ait a complete site plan detailing set-backs from property lanes, -Ill site utilities, paving, sidewalks, curbs, new and eaist:iag grading contour linos, etc. Submit complete structural calculations for the building in compliance with seismic one 3 for, the structural portion of trio plan revie,, Of e submit tz-uss designs for .review. One in night accessible parking spaces, but not 1Pss than one, shall be served by an access aisle 96 inche6 wi-de nvinimum and shall be dasi_gnated van accessible (Tab3p_ 31- A, figure 9, and section 3104(g)2B) . Please submit a signago detail for the handicapped parking stmli . The floor or landing at on-trances to the building shall not be more than :1/2 inch. lower than the threshold of the doorway (socti.on 3304(i)) . Key-lockinq hardware may be used on the main ax1t only, - ;4° if there ie a readily.,:,:viqible,' durable. sign on or adjacent to the ..door :.'TFJIS •-DWR. TO RRMATN (� UNLMIMD DMNG :,•.BUSMS8: '+HOURS' :( Pbtian .:3304(c) 0t exception) .exception) . Other".doors` td ia+re"simple hardware: I (A 7 Provide ventiaation, t:o'.the attic' spncp.`.(concealed).;\.,� the .sloped roof area (sodtior►^3205(x.)) and , P/A13 do not' 'detail, .ate holds>^=Ili the ?.x• solid ,� •�'' . _ •.. t.,..{. y r! blocking. 7. T�SIt�p.: .;.J .14•j r . • ` 13125 SW HdI Stvd.,11gcxd, OR Y--W3 (503) 6394171 MU (50) 684-27N '"' 11/16/04 08:G9 '$609 684 7207 CITY OF TIGARD Q002 LA- i �, Submit a dopy of Washington County's Health i33partment S�� JASV .report io�r review. Cid 1 0 T-he following merh:m1cal corrections are noted (1957. IIMC with (Lv Oregon 7imondntentg 1 x T�l Coolet/freezer m,-mufactures to be approvFd by the Stat® �p of Oregon's Building Codes Division. pl()ase submit the ajanu£actures names and three sets of plaits for review. i , The exhaust and makeup air systoms shall tie connected by /A an electrical interlocking switch (sWct]_an 2203(1) ) . MZjJ0 Submit selam3-c bracing details for the mechanical Aequipment on the root which exceeds 500 pounds per ujd.t. Please wake those corrections on the appropriate page,-3 of the drawings and resubmit three copies of each page to the City of Tigard for review- This plan roview does not include structural, electrical. or pl7mtiing plan reviews. Electrical concerns can be directed to W- _hington County at 640-3470 and plumbing concerns to Mike Sheehan at the City of Tigard at 639-41.71 extension. 312. It you have any questions or concerns, please do not b.esitate to call. Sincerely, //lG k Q�L[m�- Mark Burrows plank Examiner. 639-4171 ext . 361 ab/paC U-37.doo i 1 November 16, 1993 CITY OF TIG"D OREGON Taco Bell Corporation \ 122 SE 27th Avenue Portlaud, OR 97214 Project: Taco Bell- plan check #12-37C 33AM- SW Pacific Highway Subject: Building Plan Review ( 1991 UEC with Oregon Amendments) The plans for this project were reviewed for conformity with applicable codes . Please submit the following items for completion of the plan review process at your earliest- convenience: 1. Submit a complete site plan detailing set-backs from property lines, all site utilities, paving, sidewalks, curbs, new and existing grading contour lines, etc. 2 . Submit complete structural calculations for the building in compliance with seismic zone 3 for the structural portion of the plan review. 3. Submit truss designs for review. 4 . One in eight accessible parking spaces, but not less than one, shall be served by an access aisle 96 inches wide minimum and shall be designated van accessible (Table 31- A, figure 9, and section 3104(g)2B) . Please submit signage detain for the handicapped parking stall . 5. The floor or Landing at entrances to the building shall not be more than 1/2 inch lower than the threshold of the doorway (section 3304(i) ) . 6 . Key-locking hardware may be used on the main exit only, if there is a readily visible, durable sign on or adjacent to the door stating, "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" (section 3304(c,) exception) . Othe_ doors to have simple hardware. 7 . Provide ventilation to the attic space (concealed) for the sloped roof area (section 3205(c) ) . Details J,K,L, and P/A13 do not detail any holes in the 2x solid blocking. 13125 SW Hall Blvd., Tigard, OR 972.23 (503) 631-4171 TDD (503) 684-2772 8. Submit a copy of Washington County's Health Department report for review. The following mechanical corrections are noted ( 1991 UMC with Oregon Amendments) : 1. Cooler/freezer manufactures to be approved by the State of Oregon's Building Codes Division. Please submit the manufactures names and three sets of plans for review. 2 . The exhaust and makeup air systems shall be connected by an electrical interlocking switch (section 2203(1) ) . 3 . Submit EAsmi_c bracing details for the mechanical equipment on the roof which exceeds 500 pounds per unit.. 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 structural, electrical or plumbing plan reviews. Electrical concerns can be directed to Washington County at 640-3470 and plumbing concerns to Mike Sheehan at the City of Tigard at 639-4171 extension 312 . If you have any questions or concerns, please do not hesitate to call . Sinrr,,,,clIer//elyy, p lema- Mark Burrows Plans Examiner 639-417.1 ext. 363. mb/pc/12-37.doc PRACKMAN ENGINEERING, INC. 4,33 WEST 10TH AVENUE SHEET NO OF EUGENE,OREGON 97401 CALCULATED OY DATE-i 503/343-013 DATE ................... .. ........ .. .................. ............... Ca. ... ....' .......... . ........... .......... ....... ....... _.__,4. .... ....... ......... ..... ............... ... ........ ............ .......... ........ ........... .......................... .............. ........... . ........�7- ............I ........ ...... ...... ........... ....... ...... ..... ....... ....... Fil 5 ......... ........... ................... r+ Mll. i. .......... 11L- L BRACY14AN ENGINEERING, INC. 433 WEST 10TH AVENUE EUGENE, OREGON 97401 (503 ) 343-8613 SIGN FOUNDATION DESIGN ---------------------------------------------------------------------------- CLIENT: STEIN SIGNS PROJECT TITLE: TACO BELL SIGN FOUNDATION TIGARD,, OREGON PROJECT NUMBER: 2327 ®rsstsv2,c�msva:.-;cxmr.a:aacaasa:=.,_:.es=-msussac-r:�c_,sausssscw:s.—s.^v=me=sc-mc'-=ssc= WIND DESIGN CRITERIA ------------------------------------------------------------------------- BASIC WIND SPEED = 80 MPH WIND STAGNATION PRESSURE = 1.6 PSF WIND EXPOSURE (B OR C) = B WIND HEIGHT ABOVE GROUND FORCE (FEET) (PSF) -------------------------------------- HEIGHT > 0 , BUT <= 15' 14 . 2 HEIGHT > 15 , BUT <= 20' 15. 4 HEIGHT > 20 , BUT <.a 25' 16. 5 HEIGHT > 25 BUT <- 30' 1.7. 4 HEIGHT > 30 , BUT <= 40' 1.9. 3 HEIGHT > 40 , BUT <= 60' 21 .8 HEIGHT > 60 BUT <= 80' 23 .9 HEIGHT > 80 BU".' <a 100' 25.9 NOTE: WIND FORCE IS BASED ON A Cq COEFFICIENT OF 1 .4 mesx¢amamamasosstmairanme��rotraesn�mmmawa:aam+rsmeaeaansa�c:amsaviav:aasr-frownsraa ma�am�w�sae d. x, o eooN r 13-Nov-93 Page 1 BRACKMAN ENGINEERING, INC. 433 WEST 10TH AVENUE EUGENL"', OREGON 97401 (503) 343-8613 -------------------------------------------------------------------------- SIGN FOUNDATION DESIGN ------------------------------------------------- --_-------__-- -__ CLIFNT: STEIN SIGNS PROJECT TITLE: TACO BELL SIGN FOUNDATION TIGARD, OREGON PROJECT NUMBER: 2327 WIND DESIGN CRITERIA BASIC WIND SPEED = 80 MPH WIND STAGNATION PRESSURE - lE PSF WIND EXPOSURE (B OR C) s C ----------------------------------------------------------------------- WIND HEIGHT ABOVE; GROUND FORCE (FEET) (PSF) HEIGHT > 0 , BUT <= 15' 24 . 3 HEIGHT > 15 , BUT <= 20' 25.9 HEIGHT > 20 , BUT <- 25' 27. 3 HEIGHT > 25 , BUT <- 30' 28. 2. HEIGHT > 30 , BUT <= 401 30.1. HEIGHT > 40 , BUT <= 60' 32.8 HEIGHT > 60 , BUT <- 80' 35. 1 HEIGHT > 80 BUT <= 100' 37.0 NOTE: WIND FORCE IS BASED ON A C:q COEFFICIENT OF 1 .4 c•rxa�scaan�we�ss.rc�nrxamss�aeeaaevmma�-a+aa-.:�asaa�aaare:�saaaaw��-s�asas-x=-s-s��=�xa: te�14 8449 G 13-Nov-93 Page 1 PROJECT NUMBER: 2327 SOIL DESIGN CRITERIA ------------------------------------------------------------------------ SOIL TYPE, PER T,",BLE NO. 29-B OF U.B.C. = 5 1 = :MASSIVE CRYSTALLINE BEDROCK. 2 - SEDIMENTARY AND FOLIATED ROCK. �ORo- S %ri fi��'f�f, 3 = SANDY GRAVEL AND/OR GRAVEL. 4 = SAND, SILTY SAND, CLAYEY SAND, F o Z SILTY GRAVEL AND CLAYEY GRAVEL. 5 - CIAY, SANDY CLAY, SILTY CLAY gtij H. BAPc' AND CLAYEY SILT. -,_----------------------------------------_,_•-------------------------- FOR THIS SOIL TYPE, THE LATERAL BEARING a 267 LBS/SQ FT/FT OF DEPTH BELOW NATURAL GRADE NOTE: ALLOWABLE LATERAL BEARING PRESSURE^ FROM 'TABLE 29-B HAVE BEEN INCREASED 33% FOR WIND, AND DOUBLED PER FOOTNOTE #4 aasssse=aca.-wc^aaa.'.:ca===acaaa_-ca=cx=ascr--a==sccarssaa:^ac�c�=3.^e3==.�5rsczt-^. WIND FORCE & MOMENT CALCULATIONS DIST. DIST. MOMENT FROM UNIT TOTAL FROM TAKEN GND. TO WIND WIND GND. TO ABOUT ID WIDTH HEIGHT BASE AREA FORCE FORCE CENTROID GROUND NO. (FEET) (FEET) (FEET) (SQ FT) (PSF) (LBS) (FEET) (FT-LBS) Al - 0.8 14.9 0.0 12 24.3 302 7. 5 2,254 A2 6.8 10.1 14 .9 68 25.9 1 ,765 20.0 35,235 A3 0.0 0.0 0.0 0 0.0 0 0.0 0 A4 0.0 0.0 0.0 0 0.0 0 0.0 0 A5 0.0 0.0 0.0 0 0.0 0 0.0 0 A6 0.0 0.0 0.0 0 0.0 0 0.0 0 A7 0.0 0.0 0.0 0 0.0 0 0.0 0 A8 0.0 0.0 0.0 0 U.0 U 0.0 0 A9 0.0 0.0 0.0 0 0.0 0 0.0 0 A1.0 0.0 0.0 0.0 0 0.0 0 0.0 0 All 0.0 0.0 0.0 0 0.0 0 0.0 0 Al2 0.0 0.0 0.0 0 0. 0 0 0.0 0 A13 0.0 0.0 0.0 0 0.00 0 0.0 0 A14 0.0 0.0 0.0 0 0.0 0 0.0 0 AIS n.0 0.0 0.0 0 0.0 0 0.0 0 -..-- +--^ --TOTALS =_->- 80 2,067 37,489 EQUALS 2,067 LBS. AT 18. 1 FT. ABOVE THE GROUND =._ss.--==x-ssnemr_a:a qtr..zs�xx3ea=r-aaxm===ac:sx aaa a==a=aa�cascc aux.aaar_s-sxs�sear_ 13-NOV-93 Page 2 PROJECT NUMBER: 2327 .n a=�sssaa�m�am.aaosasm eas=saamaGasac xcas cm ssaa tem==samuec ssx�::sazaoxaa�a-ars�wsr.e UN-CONSTRAINED FOOTING CALCULATIONS ---------------------------------.--------------------••---------- - b - DIAMETER OF ROUND POST OR FOOTING, OR DIAGONAL DIMENSION OF SQUARE POST OR FOOTING - 4.0 FEET d - DEPTH OF EMBEDMENT IN EARTH - 7 .2 FEET (USER MUST MAKE AN INITIAL ESTIMATE) -----------------•----------------------- ------------------------------- P = APPLIED LATEPAL FORCE = 2,067 POUNDS h - DISTANCE FROM GROUND SURFACE TO POINT OF APPLICATION OF "F'" - 18.1 FEET S1 = ALLOWABLE SOIL BEARING AT ONE THIRD THE DEPTH 02 EMBEDMENT - 64U PSF A - (2. 34 * P)/(S1 * b) n 1.89 sr_an�pesrsms.^^xx�s;s�sp=msaxz:cs==__mo=as='zxS=-xsx=:=�=a�a�=asam.rasetsasmxta�vcsa� CONSTRAINED FOOTING CALCULATIONS -b DIAMETER OF ROUND POST OR FOOTING, OR DIAGONAL, DIMENSION OF SQUARE POST OR FOOTING - 4.0 FEET d a DEPTH OF EMBEDMENT IN EARTH = 5. 3 FEET (USER MUST MATE AN INITIAL ESTIMATE) ------------------------------------------------ ------ P - APPLIED LATERAL FORCE 2 ,067 POUNDS h = DISTANCE FROM GROUND SURFACE TO POINT OF APPLI-ATION OF "P''' 18 . 1 FEET S3 - ALLOWABLE SOIL BEARING; AT THE DEPTH OF EMBEDMENT 1413 PSF z—xeammtmrss--as�aoxsa=aas�usc-axm:cs.`a�sa�eezercxaaacarsc=asana:a:rsx=..�sx��maosc:am� NOTE: "CONSTRAINED" MEANS THAT THE FOOTING IS RIGIDLY HELD AT THE GROUND SURFACE BY ASPHALT PAVEMENT OR A CONCRETE SLAB AT LEAST 4 INCHES THICK 8449 •�M H. BKPG 13-Nov-93 Page 3 PROJECT NUMBER: 2327 _..,xaahe.ssaxas=zxa aar�.a:scaac s-ece�raxs.aaas==ozs�^Sanaa®ammaesaoassaa:mxasemaas=aszzv=m-ss SOIL DESIGN CRITERIA ----------------------------------------------------- SOIL TYPE, PER TABLE NO. 29-B OF U.B.C. - 5 ----------------•---------------------------------------------------- 1 - MASSIVE CRYSTALLINE BEDROCK. 2 - SEDIMENTARY AND FOLIATED ROCK. �0 PR00 ". sNr:e,� �y 3 m SANDY GRAVEL AND/OR GRAVEL. 6 r' 4 - SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL AND CLAYEY GRAVEL. 5 - CLAY, SANDY CLAY, SILTY CLAY AND CLAYEY SILT. FOR THIS-SOIL TYPE, THE LATERAL BEARING d 267 LBS/SQ FT/FT OF DElyrH BELOW NATURAL GRADE NOTE: ALLOWABLE LATERAL BEARING PRESSURES FROM 'CABLE 29-8 HAVE BEEN INCREASED 33.E FOR WIND, AND DOUBLED PER FOOTNOTE 44 av=-�.oatcza:a.�aesxa dr^a v:saa r_sax: r_�:cacssssa-:..^ss=-axm=s..xrrccs xo_o sv=__;ozac:-vox WIND FORCE & MOMENT CALCULATIONS -------------------.--• ----------------- ------ DISTDIST. MOMENT FROM UNIT TOTAL FROM TAKEN GND. TO WIND WIND GND. TO ABOUT ID WIDTH HEIGHT BASE AREA FORCE FORCE CENTROID GROUND NO. (FEET% (FEET) (FEET) (SQ FT) (PSF) (LBS) (FEET) (FT-LBS) ..-------------------•----..----------- A1 0.8 14.9 0.0 12 14.2 177 7.5 1,33.9 A2 6.8 10.1 14.9 68 15.4 1,047 20.0 20,892 A3 0.0 0.0 0.0 0 0.0 0 0.0 0 A4 0.0 0.0 0.0 0 0.0 0 0.0 0 A5 0.0 0.0 0.0 0 0.0 0 0.0 to A6 !'.0 0.0 0.0 0 0.0 0 0.0 0 A7 016 0.0 0.0 0 0.0 0 0.0 0 A8 0.0 0.0 0.0 0 0.0 0 0.0 0 A9 0.0 0.0 0.0 0 0.0 0 0.0 0 A10 0.0 010 0.0 0 0.0 0 0.0 0 A: 1 0.0 0.0 0.0 0 0.0 0 0.0 0 Al2 0.0 0.0 0.0 0 0.0 0 0.0 0 A13 0.0 0.0 0.0 0 0.0 0 0.0 0 A14 0.0 0.0 0.0 0 0.0 0 0.0 0 A15 0.0 0.0 0.0 0 0.0 0 0.0 0 ----------------------------------------------- TOTALS ==T=-"=> 1 `2,3 22,210 EQUALS 1 ,223 LBS. AT 18. 2 FT. ABOVE THE GROUND �.=255-...-...��.-..^.�.5~•5=��=:��.--.-.:L._��.'3«��L".xL'.�"..Y C3LttL'S CTaSafSSSS�L'S-.v.QL SSS-...��:«�LS 13-Nov-93 Page 2 PROJECT NUMBER: 2327 mamcacsca.s�matm CaiCCC=x3CxCs�¢ass'i[acss�.a sxa�scarza��=-.=-!mac®amr��aas tea Ri.G tre�acm UN-CONSTRAINED FOOTING CALCULATIONS -----------------------------------------------------------• ------------- b - DIAMETER OF ROUND POST OR FOOTING, OR DIAGONAL DIMENSION OF SQUARE POST OR FOOTING = 4.0 FEET d - DEPTH OF EMBEDMENT IN EARTH = 5.9 FEET (USER MUST MAKE AN INITIAL ESTIMATE) ------------------------------------------.------------------------------ P _ APPLIED LATERAL FORCE 1,223 POUNDS h - DISTANCE FROM GROUND SURFACE TO POINT OF APPLICATION OF "P" s 1.8. 2 FEET Sl = ALLOWABLE SOIL BEARING AT ONE THIRD THE DEPTH OF EMBEDMENT = 524 PSF A = (2.34 * P)/(S1 * b) = 1.36 ssncaa�scc.----=scaom=teacsr_=.�Cc sc-;=.r..-c=-ca-=�vssc-a==.__�csccaztaaszesmmc�e�aee CONSTRAl,i9b FOOTING CALCULATIONS -----------------------------------------------------------.-------------_ b - DIAMETER OF ROUND POST OR FOOTING, OR DIAGONAL, DIMENSION OF SQUARE POST OR FOOTING = 4.0 FEET d m DEPTH OF EMBEDMENT IN EARTH - 4. 5 FEET (USER MUST MARE AN INITIAL ESTIMATE) ------------------------------------------------------------------------ P = APPLIED LATERAL FORCE = 1,2.'3 POUNDS h - DISTANCE MOM G-OUND SURFACE TO POINT OF APPLICATION OF "P" = 18. 2 FEET S3 - ALLOWABLE SOIL BEARING AT THE DEPTH OF EMBEDMENT 1.300 PSF aa;issmcac==s=sc=en=c.aaxaz�-.^_so-r_c-ac.-ccssssezaat�sca===c:xaac=!=^-=-ssws-asmms NOTE: "CONSTRAINED" MEANS THAT THE FOOTING IS RIGIDLY HELD AT THE GROUND SURFACE BY ASPHALT PAVEMENT OR A CONCRETE SLAB AT LEAS'; 4 INCHES THICK r� g 149 I I [GO22, Z Uzi 9 q1g �� 13-Nov-93 Page 3 AIP9 TUALATIN VALLEY FIRE & %ESCUE AND BEAVERTON FIRE DET'ARTMI-,NT 4755 S.W. Criffith Drive• P.O. Box 4755 • Beaverton. OR 91076• (503) 526-24619• FAX 526-2538 October 20, 1993 Taco Bell CorpoLation 122 S. E. 27th Avenue Portland, Oregon 97214 Re: Taco Bell 13385 S.W. Pacific Hwy. 6089C-401-000 Gentlemen: This is a Fire and Life Safety Plan Review and is based on the 1991 editions of the Uniform Fire Code (UFC) and those se tions of the Uniform Building Code (UBC) and Uniform Mechanical Code (UMC) specifically referencing the fire department, and other local ordinances and regulations. Pl.zns submitted for the above captioned project are , cceptable by this department with the exception of the need for hand held fire extinguishers. Not leas than one (1) approved fire extinguisher(s) with a rating of not less than (*) shall be provided for each (**) square foot of floor area or fraction thereof. The travel distance to an extinguisher from any portion of the building shall not exceed 75 feet. UFC Sec. .1.0. 505 (*) 2A!OB:C - Light and Ordinary Hazard 4A10B:C - Extra Hazard (**) 3 000 -- Light Hazard 1, 500 - Ordinary Hazard 1, 000 - Extra Hazard Note: Where f'.ammable or combustible liquids are used, "B" ratings of extinguishers may need to be higher and travel distances shorter. See requirements in National Fire Protection Association Standard 10-1. "Working"Smoke Detectors Save Lives Taco Bell October 20, 1993 Page 2 Approval of submitted plans is not an approval of omissions or oversights by this office or of non- compliance with any applicable regulations of local. government. If I can be of any further assistance to you, please feel free to contact me at 526-2502 . sincerely, Gene Birchill, DFM Plans Examiner GB:kw cc: City of Tigard Building Department nov��r istvifation • Sar+ice • Fabrication Neon&EISCIZio 8peoialiltl 39910 Crown Point HWY Corwi,OR 97019 (603) 695.3220 C. les nc de2 Pihsl-j 1-14x- -it .i4x-it SO (836 /PA 6c< l�Cl-U�E rr��S Fo EL 13 3a 5 ro b 93 TOO CT: b89 SOS N91S NI31S 5,0:91 26/L0/0T � r � tic" cl `N. �.. I_•__ 'fit .�...�_.�� F��''-_'-T."-^—`�u�� of ...r 3c gA LA � � „ -14 Its v Ui i Z +'�fdlrlp, �UIp Q 4 j ' �f� Z��^`r•�� c, �yy �i o y p � ba Zuy a LA 0a 7TT 'ON L67L b89 L0S - '19IS NIKS 90c9T �6'L0.0T tN 64 Z rn "• X00 '.TT 'ON L67�, P89 20S N91S NI31S L0:9T 26/L0/0T 1A �F ;a'v1.s (n to 4A CC7! n r'+a 30 � �o�a ,: ;,� gnp aii."+- mop v�v'�aT .-" r� �lie, {'�jl�, �If1• N � QN �' y aN -'�f Qfn ►1�. � O � � � C3 3r,• P3 Iff1. x QINJJ o�� C? in to 1A LA f. 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I c.SW r" (: l g:.N FTG WA 10) RMI(P) Asa. .r.sweecrr sasv�a�cacaseaa�nt+xe L 1,10 t.:e o XLZ ay..aao L wo 6;7 rrn� rrrrr—Y-+.mea.rer, 10u.0 �'�s' =.1. mwmmcmgaa�w.ar:smm•aa .tccssv.,a..suf�p i:�'1It0) rrrrrwews mww met awea�r*sa a:awar-_ars 7.OM r �i�J'.�t'-.'41/11 rarrrrrwaar r•Wrre.w-wr a.0.�.- :,70 Da' 31}i-t5G i(l•:I a ai R.R DAA N/., R�;,}r(�i8;:.::"..r3i us�asrwearressass . . SIGN PERMIT PERMIT *: SGN93-147 DATE ISSUED. . . . : 09/24/93 EXPIRATION DATE: 12/24/93 /+q PARCEL. . .. . . . . . : 2S102CB-01804 1 32 7 / ZONE. .. . . . . . . . . . C-G BUSINESS NAME. . : TACO BELL SIGN LOCATION. . : 1330'5 SW PACIFIC HWY APPLICANT/AGENT: JIM STEIN / STEIN SIGN BUSINESS TAX NO: SIGN: PERMANENT (X) FREEST. NDING ( ) FREEWAY ( ) TEMPORARY ( ) WALL (X) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS. . .... : 8.9" X 319" TOTAL SIGN AREA.. . .. . : 33 sq.ft. WALL AREA. . . . . . . . . . .. . 1080 sq.ft. WALL FACE (DIRECTION) : W SIGN HEIGHT. . . . . . . . . . . 14 ft. PROJECTION FROM WALT. : 6 in. ILLUMINATION. . . . . ... . : INT DESCRIPTION OF SIGN: PERMANENT WALL SIGN. Dimensions: 8.9" X 3.9" = 33 square feet MATERIALS. . . . . . . . . . . . : PLASTIC/ALUM EXISTING SIGNS. . . . . . . : ELECTRICAL PERMIT REQUIRED: YES BUILDING PERMIT REQUIRED. . : NO ADMINISTRATIVE EXCEPTIONS.: N/A PERMIT FEE: $ 10.00 APPROVED BY: DATE: 09/24/93 Permit No. aLj r)- QTY OF TIMM SIGN Pyr APPLICATION The :,pplican- hereby applies for a permit for the work indicated or as shown in the aca.mpanying plans and speaificatiar>s. SIGN ID=CN ADCPXSS: cy 7A)NI G: NAME OF BUSINESS: APPLSCAMr/AGENT: �►'1 � �:�Gy OWANr: PfME: -26 7.he City of Tigard inposess an annual Business Tax which must be keptcurrent on all persons doing business in the City. Do you. presentiy.have a cunt business tax? YES (� NO ( ) U.L. Label if _�x -QteA L&i � ► 26/ PROPOSED SIGN: (Check as many as apply) PSI' (�) ( ) FRMQ.Y ( ) TFNPORARY ( ) WAIL E7=RMIC ( ) OTHER ( ) BSIIBOARD ( ) BALLOON ( ) SICK DIlKENSIONS: ��.- - /� It EXPDMTCN DATE: TOM SIGN AREA (Sq. Ft'.).-. 2r) -- WALL AREA (Sq. E't.): I 08f WALL FACE- HEIGfr (Ft) _-- PRaaJMTION FROM WALL: --6 I MIX NATION: YES kv.-) NO ( ) TYPE: OOPY: -71 C a eye t_i.— 406 e) MUERIALS:_puS-f(i�- ALL(. IZ — E:xlsrim SgGNS: � J� AEKENISTRATIVE LXCFPTICK: N/A ( ) APPRW D ( ) t1ow MUCH AIM ( ) Mair ( ) CJCK1f�M: /� iA/ 5/GrnJ jjteAr �✓✓ OF LC-TTGoeS e,ocll /s' g i��i ,q/e571 --5y�T�-, 71m wSQ:IF '51/,.1 TO !NJr-lunE 7th .5/10 F/f 5. PLANNENG DTRAR� ;+ All sign permits must be a000vgxinied by a scale c t Fee: 10 drawing and plot plan. If work authorized under ,ecei NO: `Iq 54 a sign permit_ has not been conpleted within ninety proved By: U& days after the Lssuance of the permit, the permit pate: q-r? �� _ shall become null and void. F12171P.ICAI, PER41T I `CERMY 'THAT I AM IME RBOOMED OWNER OF THE RUJIM)i YES (--t' NO ( ) PR3PER7'Y CR, 11.UMRIZED BY ME OWNER. BUILDUn PEF441T - REXWGM: YES ( ) NO ,;. Appllcane-s SignatL.tre 24&0 .r EtkorA FbiiOT _ CSL;6-tt 6Rt€�7�1� c p/B"TFJd°Q' clresS -- 'rel-eptione N:\W)RD\03M)EV\ G9s 3 m t j p C G) o z m p 14, Ap � ip A (n rnrn � CA Dr r, Fn iL Z c Z IQ r- rn �t�►� � � CA --- - 3'9)ol ' LOCO l-EiTL*Ft� D � � D F W G) rn oft 2 N m D r m ri N -C r m z � z m w b n i \ m i SIGN PERMIT PERMIT #: SGN93-148 DATE ISSUED. . . .: 09/24/93 EXPIRATION DATE: 1;�/07//03 / PARCEL. . . . . . .. . : 2S102CB-01804 C�J ZONE. . . . . . . . . . . . C-G BUSINESS NAME. . : TACO BELL SIGN LOCATION. . : 13305 SW PACIFIC HWY APPLICANT/AGENT: JIM S7VTIN / STEIN SIGN BUSINESS TAX NO: aaaaase==e-cea-ma3aasaserseeeccewxcc cc eeeche=ee.ceesaareeec==ecaea3s r_e s:_ eececo SIGN: PERMANENT (X) FREESTANDING ( ) FREEWAY ( ) TEMPORARY ( ) WALL (X) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS. .. . . . : 819" X 3'9" TOTAL SIGN AREA. . . . .. : 33 sq.ft. WALL AREA. . . . . . . . . . . . . 1080 sq.ft. WALL FACE (DIRECTION): E SIGN HEIGHT. . . . . .. . : 14 ft. PROJECTION FROM WALL. : 6 in. ILLUMINATION. . . . . . . . . : INT DESCRIPTION OF SIGN: PERMANENT. WALL SIGN. Dimensions: 819" X 319" = 33 square feet MATERIALS. . . . . . . . . . . . : PYASTIC/ALUM EXISTING SIGNS. . . .. . . ; ELECTRICAL PERMIT REQUIRED: YES BUILDING PERMIT REQUIRED. . : NO I ADMINISTRATIVE EXCEPTIONS.: N/A PERMIT FEE: $ 10.00 APPROVED BY: ky_t�&'du� DATE: 09/24/93 I �a Permit No. �Q j CITY OF TIGARD SUN PMECr APMCATIQd Zbe applicant try applies far a permit for the work indicated or as shown in the P�Ying plants and specifications. SI24 MCMIGH ADC ESS: _r 3 J QS- W 7otuIG• NAME OF BUSINESS: APPLICANT/AGENT: &J', �4TEl� _ OCMPANY: Srcou 54A) PHONE: �A5- The City of Tigard inposes rn annual Business Tax which must lie kept current on all persm doing business -, the City. Do you p:: sently tpvie a i3mxent bxAness tax? _ YES (� NO ( ) U.L. Iabel # PROPOSM SIGN: (Check aa; waxy as arply) - --- - PERMANENT (N) FRET -DMI W. ( ) FPJaDV ►Y ( ) TEMP MARY ( ) MAIL (yak EUr-TRONIC ( ) GIEEI ( ) BIUBOARD ( ) BALDOON ) �]F�'['E SIGN DLMEMIONS: _�`�� EXPIItAZZr .: : 'IUCAL SIGN ARFA (Sq. FL.): _-� — _—L J q-ry 3 WAIL ARF& (Sq. Ft.): _ I hfqp - WAIL FACE: MGHT (Ft) PROJECPION RM WALL: _ 60 - ILIII'4DUMON: YES " ND ( ) TYc.a9q--4-11t 'T COPY: `z1�CC> Oeu— 1"60 l _ MATERIALS: (A.Me. (fir-4•n l N w, —W-c-- EXIS IW. SICM: L,t•,,�IGr _ - -- AEMNI:,'MATNE E? -FMCN: N/A ( ) APPRWED ( ) HOW MUCK __i % PJM ( ) HES©u ( ) IrS: PLANND G DFI� ,; ;;All sign permits must be aooanpanied by a scale Permit Fes: o drawing and plot plan. If work authorized under• i tQ�Nx 93 a Sign petmit has not been c onpleted within ninety days after the issuances of the permit, the permit -q-0 93 shy l l be rime null and void. E[B=CAL PEPMIT I CERT C MST I AM IM REOOPDED* Ofd M OF WE RQUIRM: YES NO O M PEM'Y OR AN At;w AUIHORIm BY Tm (l6sm. BUILDING PklasI'I' _ RBLXMRFD: YES ( ; No Applicant's Signature `3`h3tC� 5__ C_P aJ PT Wq �e 4E�� O K�ZU 9 cp/BIQ'�'Fz1Ir ltill,-�u;s -�--- 'relephone N:\ \(UMDEV\ 6"95'3 Z2� i n 73 N 30 � � � z (-`r � �ouo r ► zn �' �� D QC7r - - - �► m6z A y Ica r 1 cu o i �� -( z �i �► U o� a, rn d v CAI = or ►w CA o � V E C7 Lem LLLL� z I I to v T y D f C� < r QJ my W C1 m < E � � N ISI ----------1-rn L SIGN PERMIT PERMIT 1: SGN93-149 DATE ISSUED. .. . r 09/24/93 EXPIRATION DATE: 01,) P3 PARCEL.. . . . . . . . : 2S102CB-01804 ZONE. . . . . . . . . . . . C-G BUSINESS NAME. . : TACO BELL SIGN LOCATION. . : 1-3345-SW PACIFIC HWY APPLICANT/AGENT: JIM STEIN / STEIN SIGN BUSINESS TAX NO: -•---^-ass= ==ccxa---^-araaa.caa^- ..--- acsa------^_=a=n=a^==.----------_..__---..--_- SIGN: PERMANENT (X) FREESTANDING ( ) FREEWAY ( ) TEMPORARY ( ) WALL (X% ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS. . . . . . : 8'9" X 3'9" TOTAL SIGN AREA. . . . . . : 33 sq.ft. WALL AREA. . . . . . . . . . . . . 1080 sq.ft. WALL FACE (DIRECTION): S SIGN HEIGHT. . . . . . . . .. . 14 ft. PROJECTION FROM WALL. : 6 in. ILLUMINATION. . . . . . . . . : INT DESCRIPTION OF SIGN: PERMANENT WALL SIGN. Dimensions: 8'9" X 319" 33 square feet MATERIALS. . . . . . . . . . . . : PLASTIC/ALUM TXISTING SIGNS. . . . . .. : ELEC'T'RICAL PERMIT REQUIRED: YES BUILDING PERMIT REQUIRED. .: NO ADM`NISTRATIVE EXCEPTIONS.: N/A PERMIT FEE: $ 10.00 APPROVED BY: (��/,MJ Y/�.ln 1 dl,//� _ _ DATE: 09/24/93 Permit No. CrrY OF TIGARD SIGN PERCr APPLICMON The applicant ant t>ereby an-jlies for a permit for the work indicated or as shown in the a000mpanying plans and specificatioors. SIGN I, CATIarr : l3;055 J(A) PAC— z NIM: NAME OF BUSINESS: APPIsr.ANT/AGENT: ,.1l�- � iey OOMPANY: S7 �r� .S/ Fs G�1S 3Z2.D The City of Tigard 1uposes an armoual Business Tax which =.r t be kept current on all persons doing busits in the City. Do you presently have a currant businews tam? YES NO ( ) U.L. Label if .7v 66 guyPGr� MC"r/2o t4- 25�¢ PWPOSED SIGN: (Check as many as apply) PMOMM ING ( ) EI2EERNY ( ) TOVOPARY ( ) VAIL C ( ) OTHER ( ) BIIITOARD ( ) BAIIAON ( ) SIGN DIMENSIONS: l7/! 'V 3�`�� 3 3 Lb EXPON DATE: Zo!M SIGN AREA (Sq. Ft.) : _ 1)q 13 WAIL AREA (Sq. Ft.): WALL Fes: 3pU T HEIG#fr (Ft) : —— PROJEX.TION FROM WAIL: _ r 1111141M TCN: YES ill- NO ( ) TYPE: Aka =rat COPY: cU o EXISTS SIGNS: AEMIN1STRATTVE EXCEPTION: N/A ( ) APPROVED ( ) HOW Mu3i AREA ( ) Mau ( ) COMMEMS: UANN G DEpARiMIR AL1 sign permits must be acaoasQanied by a scale Permit Fee: lcf drawing and plot plan. If wtmic authorized u xier Receipt No. LI( - a sign permit Ins not been empleted within ninety App2vved By: (LID days after the i_ssuanv. of the permit, the permit Datr: 0. a q43 shall became mill and void. E[F]CIRICAI. PEE tITI CIRr]FY THAT I AM THE IWOPDED OMEt OF THE REQUIRED: YES V6 NID O OR AN AGENT A1MDRr= By = cMER. BUILDING PERMIT REQUIRED: YES ( ) No ( Applicant's Signatum n ss c P-r F cp/I KMPEnMr Address 970(j �'Felephxane N_\W)RD\QDMF-V\ 05-3206 01 p o rN a - 61 CA rn r n rt1 r � I s ' or LV or o � E vLem I I 2 I En v u i Z f',r. J m� 1 � � ~ tl ZPOO ' o torLE b m z F p < F r -- ---_ ----- I" 0 = N z bay o = LM N m � F SIGN PERMIT PERMIT #: SGN93-150 DATE ISSUED. . . . : 09/24/93 EXPIRATION DATE: ldldvlI3 PARCEL... .. . .. . : 2S102CB-01804 Z G Ca ZONE. . . . .. . . . . . . C-G BUSINESS NAME. . : TATO BELL SIGN LOCATION. . : !43GS- SW PACIFIC HWY APPLICANT/AGENT: JIM STEIN / STEIN SIGN BUSINESS TAX NO: SIGN: PERMANENT (X) FREESTANDING ( ) FREEWAY ( ) TEMPORARY ( ) WALL (X) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS. . . . . . : 819" X 319" TOTAL SIGN AREA. . . . . .: 33 sq.ft. WALL AREA.. . . . . . . . . . . . 1080 sq.ft. WALL FACE (DIRECTION) : N SIGN HEIGHT. . . . . . . . . . . 14 it. PROJECTION FROM WALL. : 6 in. ILLUMINATION. . . . . . . . . : INT DESCRIPTION OF SIGN: PERMANENT WALL SIGN. Dimensions: 819" X 319" 33 square feet MATERIALS. . . . . . . . . . . . : PLASTIC/ALUM EXISTING SIGNS. . . . . . . : ELECTRICAL PERMIT REQUIRED: YES BUILDING PERMIT REQUIRED. .: NO ADMINISTRATIVE EXCEPTIONS. : N/A PERMIT FEE: $ 10.00 APPROVED BY: DATE: 09/24/93 Permit No. q 3--o mr-o MY OF TIGARD SIGN PM41T APFZSCATION 1� applicant hereby applies for a permit for the work indicated or as shown in the acccapanying planes arra specifications. SIGN 10CATrcrr ADORFSS: _I133b AC H w� cr zm: Q- (x NAME OF KZINFSS: TAGU (JEU-- APPUC Mr/ADEM: ,,JLr iU CCMAtvx: /N smvo MM: j jK5( ZZb MV-3 City of Tigard imposes an annual Business Tax which mist be kept current on all persons doing business in the City. Do you presently have a current Lusiness tax? YES Q!cj NO ( ) U.L. Labe.]. f -ro 6& Su PAI' PROPOSED SIGN: (Check as many as apply) ---- PERKANEMr FREEgDWD G ( ) FREFFRAY ( ) Tas�A ( ) WAIL ELDMMIC SIGN DIIIMFIZS1ClNS: 0 1�i/ , f ISL - 3.5 EXPIRATION DATE: TOTAL SIGN AREA, (Sq. Ft.): VMU , ARFA (.Sq. Fl-.) WALL FACE: — HEICUr (Ft) : PMJE.TIC N MCC WALL: r_� - ILURDIATION. YES ( NO ( ) TYPE: Lll N T COPY: �u--� 4-0�b MATERIALS: tillam M'SrM SIGNS: ArIMUSnMTIvE EXC EMON: N/A ( ) APPnM-D ( ) IOW MUCH $ cacrMExls: AREA ( ) HEIGM I ArUM DFpAKIMENr All sign permits m1 be a Smit Fee: �ranied by a scala -- drawing arra plot plan. If work authorized under �I�-o. A� a sign permit has not been arAplet-,ed within ninety moved Bv: l�.(Z— days after the ismmno2 of the permit, the permit Da ------a shall becx nue null and void. Fl,BMMIC AL PEffiIIT I (ETIFY THAT I AM THE REOORDED OWNER OF THE QPM-, YES D!gf No ( ) PFCPERTY OR AN AGERr AU11MIZED BY TFC OWNER. BUILDING PERMIT - RFVJTRFD: YES ( ) N0 td Appli t s Signature Acidre :s CoQC� �r l�/ Telephone N:\W0M\OomFv\ 9 a� ( " CA � n A p 0 (_� [ - -- - ------o--- Rzo -� g 8 i C m n A A C r -- r � I � it r o M J r � � � I]Cd j anI I I 0 (A R� k (T C `L w m n z -11 p - I� 6 m ` A rrp SII Z r -- - _..-.3'9,k Loco LEYTIER3 M N -n rn _ � J j Z� b� ,fes ' f*I -A S 1 ZA olfto ED b- mz F � I) mho 0o X � > a1 ez w 03 03 M W I T n rn September. 22, 1993 CITY OF TIGARD OREGON Jennifer. Brian Planning Design Group 122 SE 27th Portland, OR 97214 RE: Plan Check Extension Dear Jennifer, This letter is in response to your request for extending the plan check date to December 11, 1993 for the proposed Taco Bell located at Pacific and Park streets . The Oregon Specialty Code allows the Building Official to grant one 6-month extension beyond the 6 months allowed for action by the applicant. Therefore, as a representative for the Building Official, I will grant you an extension until December 11, 1993 to complete the plan review process with the City and pay all applicable fees pertaining to this project. Also; plan check fees paid on December 11, 1992, will become expired on December 12, 1993 since an application or plan check cannot be extended more than once. Please call if you have any questions or if we can be of further assistance. Sincerely, Mark Burrows Commercial Plans Examiner. 13125 SW Hall Blvd„ Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 122 S.E. 27th Planning/Design Portland, Oregon 97214 Group Phone: (503' 236-6000 son Fax: (503) 232.-2357 September 17, 1993 Mark Burrows Plans Examiner City of Tigard 13125 SW Hall Blvd, Tigard, Oregon 97223 Re: Proposed Taco Bell at SW Pacific and Park Dear Mark: Regarding the proposed Taco Bell at Pacific and Park in Tigard, Oregon, this letter is a request to extend the plan check to the date of December 11, 1993. This extra time is needed due to complications with the local neighborhood groups and extensive public hearings, causing subsequent delays in PDG's ability to supply the building department with the necessary information to complete permit issuance. We anticipate an approval to this requested extension. Please call me immediately at 236-6000 if I can clarify any questions you may have. Sincerely, r?11�m Jennitei Planning Design Gru..r CITY OF TICARD -- RECEIPT OF PAYMFNT RECEIPT NO. 393-244152 : STEIN PION CHECK AMOUNT 117. 50 CASH AMOUNT' 0. 00 : 39810 LROWN POINT HWY. PAYMENT DATE 09/14/93 CORBETT, OR SLJBDIVTSTON 97019- PURPOSE OF PAYMENT AMOUNT PAID PURPOSE OF P'AYMF-,.NT AMOUNT PAID SIGN PERM17 117. 50 SIGN 93--1469 93-147, 93-148, 93-149, 93-150 TUC . AMOUNT PAID.'; 1 17. 50 F()rni 2a ` SUMMARY 7 fi "I Project 1. Project name J AC o of-i.i— For building agency use only 2. Project address P*Ir/c 04?c Building permit number 3. City/town 7 C-44`11W Plan checked by 4. Building area(sf) FC1 Approved by QNew construction Notes and comments: F1 New addition LInterior remodel Attached Compliance paths for new or alterations to Compliance path for new or allerntlons to lighting Forms exterior building envelope. Check only one: systems: Form.3a Form 5a Chock boxes to Prescriptive Path U Interior Lighting Power indicated Form 3b Form 5b attached forms Component Performa ice Path Interior Switching and Luminaire Count Compliance path for new or alterations to HVAC r�1 Form 5c and plumbing systems: Exterior Lighting Form 4a Systems Other (al- - ------- -------- (b) Docu- #of Pages _ _ Description of Document r><><ents fyo�z►�.SNti=�t 3 4- Enter all supporting I J O(t k S►jt C 7 J b calculations, trst reports and catalog cuts. – Applicant 5. Name of applicant 8. Firm/company PP ��;1�K KAPY'E�TZ P Y .DESICff fQON 6. Representing' TlICD E _ 9. Telephone number 7. Signature 10. Date 3 1_ 1 Forth ,3,1 PRESCRIPTIVE PATH Building 1. Roof area(sf) !q C' 4. Wall area(sf) Zags Areas - 2. Skylight area(sf) 5. Glazing area(sf) 3. Divide line 2 by line 1. Use this 6. Divide line 5 by line 4. Use this oh value for your Actual Percent Skylight I value for your Actual Percent Glazing ZZ /u Climate Compliance Criteria A B C D E T p Actual F Zone 1 values Minimum Single Double Single U-Value Double U-Value U-Value See figure 3a for Glazing Type Glazed Glazed Glazed 0.5 Glazed 0.6 0.5 Gclimate zones. Glazing Maximum SC N/A N/A 0.6 0.5 N/A 0.6 0.4 AIA (cooled buildings) SC-Shading Maximum Coefficient. Percent Glazing v 9% 17% 18% 21% 27% 37% 46% 2 Rt-Total Wall Minimum Rt 5 5 10 5 10 10 10 Thermal Resistance. The Minimum Rt sum of the 13 13 13 13 13 13 13 ? 2.0 Roof/ (without skylight) resistance for all Ceiling Minimum Rt of the individual 17 17 17 17 17 17 17 components of (up to 3%skylight) the assembly. Slab-on.. 'Minimum R Value 4.5' 4.5' 4.5' 4.5' 4.5' 4.5' 4.5' Grade (unheated slab) s'S '5.8 for healed slab. Floor Minimum Ri 13 13 13 13 13 13 13 /VA 7. Does design meet target? Enter one of the package letter(A-G)if all the components meet the E criteria. Otherwise try Form 3b. ,"-- Climate Compliance Criteria A t3 C D E F G Actual Zone 2 Values Minimum Single Double Single U-Value Double U-Value U-Value See figure 3a for _Glazing Type Glazed Glazed Glazed 0.5 Glazed 0.6 0.5 climate zones. Glazing Maximum SC N/A N/A 0.6 0.5 N/A 0.6 0.4 (cooled buildings) SC-Shading Maximum Coefficient. Percent Glazing 5% 9% 15% 21% 24% 29% 36% Rt t Total Thermal Wall Minimum fat 5 5 10 5 10 10 10 Resistance. The sum of the Minimum Rt 18 16 16 16 13 16 16 resistance for all of Roof/ (without skylight) the individual Ceiling Minimum Rt components of the 24 24 24 24 24 24 24 assembly. (up to 3%skylight) Slab-on- Minimum R-Value 5.8' 5.85.8' 5.8' 5.8• 5.8' 5.8' 9.2 for heah'rf Grade (unhealed slab) slab. Floor Minimum Rt 13 13 13 13 13 13 13 8. Does design meet target? Enter one of the package letter(A-G)if all the components meet the criteria. Otherwise try Form 3b. Envelope Slab en-Grade Perimeter insulation Installed with minimum total distance Floor of 24 inches per the Code,Section 5303(d) Enter the Manufactured doors and windows are certified and building reference to plans Air Leakage joints are sealed per the Code,Section 5303(e) and specifications Vapor barrier material is rated at perm or less, and Moisture Control installed per the the Code,Section 5303(f) mm�9t Forui 4a - llog(• 1 SYSTEMS Cooling (a) ---(b) - ---- -._ (c) --- _----------_--_-- (d) ------ With Exceptions: (from the Code, Section 5304 (a) 1) Outdoor Cooling with Le„than Less than Heat Air Fan System Fan System Outdoor Air? 5,000 cfm? 134 Mbh? Recovery? Others i.D. Description I) (Y\/N) (Y/N) (Y/N) (Y/N) Each fan system OiAC -' I Oi rl PAC.I she//be designed --- fo use outdoor air for cooling. NV JCC r 6 See instructions for systems exempt -from these requirements. T111111 I Simultane-I uus Type of System Requirements Reference to Plans (from the Code, Section 5304 (a)4) and Specifications Heati-igand I Multiple Zone with Supplied air Is automatically reset to the warmest temperature Cooling Reheat' possible �� See Instructions Single Zone Reheat and cooling Is automatically sequenced. NA lorsystemsexempt with Reheat _ from these Cold(and hot)deck supply air is automatically reset to the �A Dual-duct&Multizone requirements. warmest(and coolest)temperature possible All Systems Supplied air is automatically reset to the coolest temperature n with Recool' possible Concurrent Heat and For concurrent operation to a space,heating and cooling is ,1� Cooling automatically sequenced and heating Is Vimited _ r'V Equipment Requirements —� Reference to Plans Perform- Type of Equipment (from the Code,Section 5304) and Specifications ante _ _ -- Mechanical Ventilation Provided with a readily accessable shut-off to each System mechanical ventilation system ^Unitaiy AC and Efficiency rating in accordance with the Code,Table 53-E Heat Pump _ _ M I _ Water Chilling Efficiency rating In accordance with the Code,Table 53-F _ Pachages �— A NA _ - Water Cooed Efficiency rating In accordance with the Code,Table 53-G NA Pump --- -__-_ Package Terminal AC Efficiency rating In accordance with the Code,Table 53-H 1W)and Heat Pump_ — i _ _ Heat Operated Efficiency rating in accordance with the Code,Table 53-1 �A Cooling Equipment __ _ — _— _ Boilers Efficiency rating in accordance with the Code,Table 53-J w/A Furnaces, Unit Efficiency rating in accordance with the Code,Table 53-J /• Healers, Duct Heaters _ _ _ __ _ __ ___ M All Heat Pumps Equipped with controls to prevent heater to operate when the heating load can be met by the compressor only (IO/N9) Faun 4a - ('age 2 SYSTEMS Duct Requirements r Relerencc to Plans Insulation Duct System Duct Location (from the Code, Section 5304(c)) and Specifications Heating zone in _ On roof or R-6.3 with a vapor and weatherproof barrier N A heafir„ +�,ee on exterior of bldg days(HDD): Attics,garages, 1 e below 4500R-4.2 with a vapor and weatherproof barrier 2-4501 to 8000 Cooling and crawl Space M�___ 3-over 8001 System In walls,within floor-coiling spaces R-4.2 with a vapor and weatherproof barrier T/A See Table 53-K, Concrete slab or R-4 or better from the Code,for under ground other acceptable On roof or Zone 1: R-2.1,Zone 2:R•4.2, _ insulation types. on exterior of bldg tone 3: R-6.3 _ NA Vapor barrier: Attics,garages, Zone 1:R-2.1,Zones 2 and 3:R•4.2 _s Material with a Heating and crawl space M I _ perm rating not System In walls,within exceeding 0.5 floor-ceiling spaces Zone 1: R-2.1,Zones 2 and 3:R-4.2 NA perm. All joints to Concrete slab or be seated. R-4 or better �A underground r~1 System Requirements Reference to Plans Control Type (from the Code, Section 5306) and Specifications Thermostatic Temperature range;heating(55-75),cooling(70-85),and both healing C_ c�V Control and cooling(55-85)with up to 10 degrees between full heating/cooling 'Sk Humidifier& Provided with controls to prevent new energy to be used between 30 to Dehumidifier 60 percent relative humidity N Temperature Thermostat for each HVAC system and floor3 Zoning __ _ Setback and Setback and shutoff controls for each HVAC system. Dead band G , o Shutoff thermostat for both heating and cooling system(68.75) s'neLF M� Misc. Requirements Reference to Plans Pring and Type (from the Code,Section 5307. 5308) and Specifications Plumbing Mechanical Thermal) Insulated in accordance with the Code,Section 5307 p Piping y Showers Provided with a flow-control device to prevent flow over 3 gpm N A Lavatory Provided with devices to prevent flow over 0.5 gpm and outlet �V P1 _ temperature of 110 degrees. Circulation Thermally insulated In accordance with the Code,Section 5308(c) NA System Heating Piping Thermally insulated in accordance with the Code,Section 5308(c) a Hot Water Hot water temperature is adjustable and automatically regulated 121Controls _ _ Ilot Water Provided with a shut-oft devise to each hot water supply system; �I System electric-switch,gas or oil-valve Comments Form 5a INTERIOR LIGHTING POWER Interior (a) (b) -- -----M — - (dl-- (e) _— Lighting Power Density Floor Area Multiply Power Occupancy Group Space Type (W/sf) (sl) (c)by(d) Budget -Da'Nwlt a Ae - e) 1. Total Interior Lighting Power Budget(W). Add amounts in column(e) Interior (a) (b) - (c) (d) (e) (f) Optional Control Credllss Lighting Luminalre Description: Lurnin- From Quantity (g) jh) (1) q) Power Fixture aire Tab. of Quantity Lum. Lamps Power 5a? Lumi- Multiply Control PAF with M111tiply Columns(g) 1.D. Ballasts (W) (YIN) naires (c)by(e) Code Value Controls (c)x h)x(i) through 0)are T Rp F F E 9 optional. 11 r 11 I3(o Y 3 +05 �y controls are used, �� v enter the PAFF EE R value from Control Code Table below . � (�� T'g dY 1� v� Y ESR, If you have more -- luminaire types'controls or rooms than can of on thl;form,rile two or more forms together as shown below. Identify – – - -- —-each page by circling the appropreale file. 2 -- — — -- s 2. Total columns(f)✓f, Q) 213 r 7 -- -— - 3. 1 otal Adjusted Lighting Power(W), Subtract 2 0)from 2(f) 4. Does design meet target? Enter"Y"if line 3 is less than line 1. Otherwise,redesign. Control Dayilght Rensing Code PAF — _Other Control Trpees Code PA� Code On/Off O 0.10 Programmable Timing `P 0 15 Table Multi-Stepped Dimming M 0.20 Lumen Maintenance L 1.10 Continuous Dimming C 0.30 Occupancy Sensor S l?.30 e - � I inrn�l r�vMN r.MO�Yw;Mursn.h..,. •..,. ,.... ..�M'v.w.wwt„riwrw,.,erFr,,.ow".+,.r•w w.w a.a•, a's.rYkwryrr*y��y F onii 51) INTERIOR SWITCHING & LUMINAIRE COUNT Note is Gneck it (a) (b) (c) (d, Count of Interior Non exempted Luminaires and Control Type space is under --- ---- — --- _ _ 400 sl and has o ^ N ; LD. LD. LD. 1.D. 1.D 1.D. 1.D, 1.D. 1.D. 1.D. 1.D. I.D. LD. individual local o a� o 0 o a) controls. o a o D `o [ A )I Pal [ 1 [ I I � C d C C C Uc ui > aCode Code Code Code Code Code Code Code Code Code Code Code Code Note 2: Check if Room Numt er in 0 v, 3 n space is over 400 or Descripti(in (�j (✓) (✓) " 1 [ ° 1 ( 1 [ 1 f 1 f 1 [ 1 [ 1 f 1 [ 1 [ 1 i 1 [ ) sl and has --- controls to decrease lighting 1'N J K Pt power by -- - - one-hall, while Pm V maintining r irtial --- — lighting thoughout the space. h Note 3: Check it space has -- -- -- windows and has 01 i ICE controls to turn oft - ---- fixtures --fixtures nearest to windows. Column(e), enter the luminaire - - - - - identification number. If lighting control is used,enter the .;ontrol rode from Control Code Table below, -- -- --, -- - - - - - — If You have more luminaire --- -- -- - -- types/controls or rooms than can tilon this form, file two or more forms together as shown below. Identify each �- - -- - page by circling the appropreate - - - ---- - - - _ tile. IA 1B 1C —_ - 21 26 2C - - -- 3A 311 3C 4A 48 4C 1. Total luminaires Control �Dayllgtil Sensing Code Other Control Types Code Code On/Off O Programmable Timing P Table Multi-Stepped Dimming M Lumen Maintenance L Continuous Dimming C Occupancy Sensor S (10199! (�r1 M/�M�rw +.y.r+yry,unm.w�ellYYw.wsrYMw+MMI1rhIW:fM1ew,.�IwwMw.Y:wr,«.Nwni: 4:tiH' . � + 2. )'oriil JC EXTERIOR LIGHTING Lighting 11. Length o1 building perimeter(It) Power - - ----- -------- — -- Budget �2. Total Exterior Lighting Power Budget(W). Multiply line 1 by 7.5 3 80 Exterior (a) (b) (c) Luminaire Count of Exterior Non-exempted Luminaires Count Automatic Lum. Lurn. Lum. Lum. Lum. Lum. Lum. Lum. Type of Controls? I.D. I.D. I.D. I.D. I.D. I.D. I.D. I.D. 'All exterior Exterior Lighting (Y/N)• luminaires must �, LL v ( b U have auromalic 1 controls � ,�� ►'t Y o 9 0 Y I Total luminaires Exterior (a) (b) Luminalre Description: (c) (d) (e) (t) Lighting Fixture _ Luminaire Froril Power Luminalre Lamps Power Tabl(,5a? Number Multiply I.D. Ballasts (W) (`/N) of Luminaires (c)by(e)-P WAt, L.imouNT - - (. /7 Tp6vltl G Iryff-r D 7o w ffPs �7 "� Y V I 74 4. Total Exterior Lighting Power(W). Total amounts In column(f) 2 rj S. Does design meet target? Enter"Y"If line 4 Is less than line 2. Otherwise,redesign. �Y (10/L9) Worksheet 3a (Woti!,d) WALLS: Rt ,aluminum (a) (b) (c)� �(d) Siding on LayerT Description Size 11-value stud Wall % Exterior Moving Air 0.17 Surface See Table 3c for Aluminum R-Vaties of air A Siding spaces. i - -- See Table 3b for 4B Air Space R-Values of j --- - - aluminum siding. C Sheathing pfyW00d Sheath- --- inq and gypsum Framing/ wallboard • Insulation _ See Table 3a for - Gypsum R-Values of F Wallboard framinng i _InteriorI I Insulation. S surface till Air41� t 0.88 ;• tea+ I}' i Rt. Total column(d). ►i�� r � Generic (a) (b) (c) (dj Wall ' Layer Description Size _R Value Exterior mc)%JIQOt Cr Sao Table 3c for - �,� Surface fe'�R- R-values of / rr exterior and Inferior r 1f rr A 5�-u LG+o surfaces. - See Table 3b forti�a v t3 P(,tf fr Z C) �Z. R-Values of building rnafertals 4, See Table 3a for ,.. r R-values of D „- framinrig/ iy l` - --- gpA CJ. - — E Interior bg _ Surface j of Rt. Total column(d). lie, s Worksheet's 3 It r,n,nei Woo-kshce(. :.31) (ocri l'd) ROOFS: Rt Generic -- - — (a) (b) (c) (d) Roof � Layer Description_ Size R-Value See Table 3r.fo, • Exterior mo V I At CO- R-Values R--Values of Surface jA/e- V I ' exlf. 'or and intortor —��-' -------_--.-- ---- surlaces. �~`�_ A BurLZ U (�' 033 See Table 3c for ),,,, ,,.,, ,; `w, ,�� CI �,,�Ir I►�: ' ..._ 3 �7 R--Valuesofair spaces. "Y \ C see Table 3b for R-Values of A �, building materials _ D rola 3 Yi } O r8'4 see Table 3a for —---- �— 5 — R-Values of metal E T IA it aINth and wood stud -- -- insulation and Intarior rt r`L- rnplallruss/ Surface 4//e insulation. Fit. Total column(d) Z 2 ,DAF Worksheets 3-13 Worksheet 31) (conl'd) ROOFS: Rt Generic ..__ (b) (d) Roof �� `� - Layer _Description Slze R—Value_ ExteriorIrquir�r -I See Table 3c for dl4, i tr )I i. R-Values of v.e, ' Surface A exferlr+r and Interior A L C iv I�t 1' o•46 surfaces. _ See Table 3c for BC D)C 3�q ft #c13 R-Values of air _ +-� spaces. -- <T See Table 3b for C _ �N� R-Values of G building materials �� v D —i¢IQ•G'�C� =j tf2+ 0, 84 4 See Table 3a for `� 17-values of metal '� E C /54 2 z •0(c and wood stud/ -- �=C�� G Insulation and Interior fit t- metal truss/ Surface Insulation. Rt. T otal column(d) ? ,1 trureot Worksheets 3 13 Work-,I el .3C( AVERAGE THERMAL VALUE Gazing (a► (b) — (c) (d) (e) 1�l Values Aren Multiply Shading Multiply Glazing Type (sq. ft.) U-Value (b)by(c)_ coefficient' (b)by(e)' 'For -- mechanical _- cooled buildAig '—�--- only --._ —— --- 4 : 1. Total columns(b),(d)& (f) 2. Average thermal transmittance. Divide$(d)by (b) Check box to 3. Average shading coefficient. Divide (f)by*(b) show source for -- U-value and SC. From Table 3d [] From ASHRAE tables ❑ From lest reports Wall (al .b) (c) (d11 ) Values Ates Divide Wall Type tsq.ft.)_ Ri Value - (b)by(c) _ Total Thermal Resistance(Rf) --.— is the sum of the resistance for all of the Individual components of Ilia assembly. 4. Total columns(b)& (d) Check box to S. Average Rt. Divide 4 (b)by 4(d) show source for Rf value. From worksheets 3a From test reports From ASHRAE methods Roof (e) -_------ -- (b) Icl (d) Area Divide Values Roof Tyne (sq. It.) Rt Value (b)by(c) ILC 6. Total column"3(b)& (d) r.— . Average Rt Divide 6(b)by 6(d) Check box to - ----_----- ---- ---- show source fA From worksheets 3b From test reports From ASHRAE methods of RI value. Worksheets 3-15 t t0/B9) I CITY OF TIGARD OREGON December 15, 1992 Taco Bell Corporation 122 SS 27th Avenue portland, OR 97214 RE: Traffic Impact Fee for Taco Bell drive-in restaurant to be constructed at 143" SW Pacific Highway 171.4 gnclossd✓with this letter you will find a calculation sheet showing the computation that has been performed to determine the amount of the Traffic Impact Fee (TIF) to be paid for the tenant improvement noted above. The amount of the TIF is $7,359.00. You have three payment options available to you. The first is to pay the TIF at the time you are issued a building permit. The second is to arrange for payment over time by signing a promissory note. (It you wish to exercise this second option please contact me for additional details. ) The third option .is to defer payment until occupancy. Please note that you may appeal the discretionary decisinnB made in determining the appropriate category and the amount of the fee based on that category. A notice of appeal must be received by the City Recorder no .later thar 3:30 p.m. on December 22, 1992 Although filed with the City Recorder, an appeal would be beard by the Washington County Hearings Officer. If you have any questions, or if I can be of further service, please contact me at 639-4171 ext. 390. CSiin/cereel�l , Vi Goodwin Development Serificea Facilitator. c: TIF file Building file 1312.5 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 - --- -- - DATE: PLANS CHECK NO.: /;?//i-4,z- 1 12 -3 -le- PROJECT lG PROJECT TITLE: '^ COUNTYNVIDE L 7)C10 SICil-.L bClL)r- 7�''t4 TRAFFIC IMPACT FEE APPLICANT: WORKSHEET - GE _CoRPD�A��c�n� MAILING ADDRESS: (FOR NON-SINGLE FAMILY USES) S� Z '7t CITY/LIt%/i HONE: RATE PERrfl nil CATEGORY TRIP TAX MAP NO.: RESIDENTIAL $146.00 7_--51 Z-Crg 7L1'_._.T_ NE SAND COMMER IAL $37.00 SITUS NO.ADDRESS: —DMCE_._. si34mL 1 133,05-- Sw P<►c'«�G ff�v — INDUSTRIAL 141.00 INSTITUTIONAL $60.00 PAYMENT METHOD: CASH/CHECK CREDIT INSTITUTIONAL ONLY: BANCROFT(PROMISSORY NOT LAND USE CATEGORY DE--CRIPTION Or USE rEMAY AVG. TRIP RA WEEKkNO AVE TRIP RAT DEFER TO OCCUPANCY (IS t /►1M�._ Z 3 /PO.OD .IJ�A BASIS: A PPL iL'A�v t' i�c�PnSr`5 C Ory S T,��-r�'Til�� OF A I)o fV �j07 >IPI VE- /N `r�rS/AG/Q<l�lJ7. CALCULATIONS: OF Toe#i 1 A vq i_G.s X /n o.o o„x S3 7D o 3.5 9.30 = �, 3159 06 PROJECT TRI GENERA" 76 74t Amo FEE: A 735 9 ADDITIONAL NOTES: EOR ACCOUNTING PURPOSES ONLY: r1A55 Tie'A/►lSr/ C ,. F =7i'�Du5A/v� G,QoSS SG��1�Pf. FES i. AZ1�r� F.pb coMM It TSF 4 170 oc7 PRVPARr"Y: --- CC: WASHINGTON COUNTY ITT NOTEBOOK form trf10 CIlY OF TIGCIRI) --- P[-.*CC.--,*PT OF' VIAYMFNI' pEc,,P,.i v,r o4o. u 234(%0 1, CHECK AMOUNT c 985. 90 tJF�M4 ;f f TCHEY, I-ARRY (,A,3H nM(XINT 0. 00 PAYMI-NT DATE : IP/il/W.' 5..,UBDIVI5ION v f)URPOSE OV PAY14r:.NlAMOUNT Pf)1.13 P11RP0510 or. PWF mfl�I"r PAI 1) PLON CHFCV FE 36 TuAi-ram vpu. 20 Of-D PELL 13305 SW PAC;IFTC HWY TOTAI.- AMOUNT PAID -- 90 PREPARED FOR TACO BELL, CORP. 'EPEO pp Kyle R. Camp ell, F.E. Manager of Geotechnical Services , OREGON 21,E Ste' F CAIh Donald J. B�i-uno Staff Geol-)gist GEOTECHNICAL ENGINEERING STUDY PROPOSED TACO BELL RESTAURANT TIGARD, ORFi;ON E-5885 ! -5 7 GI Cl November 19, 1992 Earth Consultants, Inc. 1805 - 136th Place Northeast, Suite 101 Bellevue, Washington 98005 (206) 643-3780 222 East 26th Street, Suite 103 Tacoma, Washington 98411-9998 (206) 272-6608 M I Earth Consultants Inc. (;.,u•rhnl;d l:nQlnrY•rs,tetirloµlSislY l:nrlrrnrnrntal tiri(•ntltits November 19, 1992 E-5885 Taco Bell Cerporation 597 Industry Drive Tukwila, Washington 98188 Attention: Mr. Mike Randles Gentlemen: We are pleased to submit our report titled "Geotechnical Engineering Study, Proposed Taco Bell Restaurant, Tigard, Oregon". This report presents the results of our field exploration, selective laboratory tests, and engineering analysis, as well as geotechnical-related recommendations for the proposed site development. The purpose and scope of our study was outlined in our March 17, 1992 proposal. Based on the subsurface conditions encounte*ed at the above referenced site, the proposed restaurant building, as well as other associated structures, may be supported on shallow foundation systems provided that the recommendations contained in this report are incorporated into the construction specifications. If you or your consultants have any questions about the content of this report, or if we can be of further assistance, please call. Respectfully submitted, EARTH CONSULTANTS, INC. Kyle R. Campbell, P. E. Manager of Geotechnical Services DJB/KRC/kml (SttSt•nnl 1805-136th Place N.E,Suite 101,Bellevue,Washington 98005 222 E.16th Street,Suite 101,Tacoma,Washington 984219998 tW Bellevue(206)60 3780 Seattle(2.06)4641584 FAX(206)746 0860 Tacoma(2015 1272-6608 TABLE OF CONTENTS E-5885 PAGE INTNODU_'TI . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Project D hation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 SITEITI N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Surface . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Subsurface . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 _QEQndwater . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Laboratory Testing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 DISCUSSION-AND Rl: ,4MMENDATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 Irl . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 Sill! Wyparation and Grading . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 Foun lations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 Uteral Pressures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 Slab-on-Grade Floorn . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 Excavations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 Sits D_r iin gg . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 Backfill rrQSVS1vSS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 gmenArea . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 LIMITATI( N5 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 ddj:_t.9nK1 rviM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 APPENDICES Appendix A Field Exploration Appendix B Laboratory Testing Plate l V c-inity Map Plate 2 Test Boring Location Plan Plate AI Legend Plates A2 - A6 Test Boring Logs Plate BI Atterberg Limits Earth Cor;sultants, Inc. IM GEOTECHNICAL ENGINEERING STUDY PROPOSED TACO BELL RE,STA.URANi' SOUTHWEST PACIFIC HIGHWAY TIGARD, OREGON E-5885 INIRODUCIMN General This report presents the results of the geotechnical engineering study for the proposed Taco Bell Restat rant in Tigard, Oregon. The general location of the site is shown on the Vicinity Map, Plate 1. The purpose of this study was to explore the subsurface conditions at the subject property and to provide recommendations for site preparation, as well as present geotechnical information for the proposed site development. Poiect Desr_l tion. At the time our study was performed, the site, proposed building location, as well as our exploratory boring locations, were approximately as shown on the Boring Location Plan, Plate 2. Based on the preliminary plans provided to us, the site will be developed with a "drive-through" r,staurant facility. The restaurant building will be a wood frame structure with a slab-on-grade floor. Ir addition, a trash enclosure and identity sign will be constructed within the project limits. The remaining portions of the site will be utilized mainly as asphaltic concrete paved parking and drive areas with some perimeter planters. It is anticipated that grade modifications for the proposed development will consist of earthwork fills on the order of one to two feet. Structural loading is anticipated to fall within the following ranges, including maximum dead plus ►ive loads: • Wall loads - 200 to 1500 pounds per lineal foot • Maximum Column loads - 10 to 15 kips • Slab loads - 100 to 150 pounds per square foot (pso If the aaove design criteria are incorrect or change, we should be notified and allowed to review our recommendations in light of actual design information. In any case, it is recommended that the Soils Engineer of Record be retained to perfoem a general review of the final constniction design. Earth Consultarots, Inc. GEOTECIINICAL ENGINEERING STUDY Taco Bell Corporation E-5885 November 19, 1992 Page 2 SITE CQNDITIONS ktb�& The site of the proposed facility is located approximately one hundred feet west of the intersection of Southwest Pacific Highwa', and Southwest Park Street, Tigard, Oregon (see Plate 1, vicinity map). The irregular shaped parcel encompasses approximately 0.5 acres and is bounded by a commercial fuel station to he north, a commercial retail center and easement to the south, southwest Pacific Highway to the east and a mini storage facility to the west. During the time we performed our study the site was vacant and covered with about one foot of grass. The entire parcel appears to slope gently downward fiom the north to the south. ubsurfacc The site was explored by drilling five borings at the approximate locations shown on Plate 2. Refer to the test boring logs, Plates A2 through A6 for a detailed description of the conditions encountered at each location explored. A description of the field exploration methods is included in Appendix A. Below is a generalized description of the subsurface conditions en.:ountered. During our site study, we encountered a loose to medium dense silt with a trace of fine sand (Unified Classification ?AL.) from the surface to the maximum exploration depth of ninetpxn feet below the existing grade. Laboratory tests indicate that these silty soils are of low to moderate plasticity and typicaliy have a dry density of approximately ninety four (94) pcf. The moisture content of the samples tested ranged from 9 to 33 percent. Qxondwater Groundwater was observed in Boring B-3, at an approximate depth of sixteen (16) feet below the existing ground surface. It is important to note that groundwater levels are not static; thus, one may expect fluctuations in the level depending on the season, amount of rainfall, surface water runoff, and other factors. Generally, the water level is higher in the wetter winter months (typically October through May). Earth Consultants, Inc. GEOTECHNICAL. ENGINEERING STUDY Taco Bell Corporation E-5885 November 19, 1992 Page 3 Laboratory Testing Laboratory tests were conducted on several representative soil samples to verify or modify the field soil classification of the units encountered and to evaluate the general physical properties and engineering characteristics of the soils encountered. Visual classi",cations were supplemented by index tests, such as Atterberg limits and moisture density on representative samples. Additionally, moisture content tests were performed on all &,.mples. The results of laboratory tests performed on specific samples are provide i either at the appropriate sample depth on the individual test boring log or on a separate data sheet contained in Appendix B. However, it is important to note that these test results may not accurately represent the overall in-situ soil conditions; our geotechnical recommendations are based on our interpretation of these test results. In accordance with Taco Bell Corporation requirements, the soil samples for this project will be discarded after a period of sixty (60) days following completion of this report, unless we are otherwise directed in writing. DIS J �IQN AND RErOMMENDATIONS General Based on the results o ' our study, it is our opinion that the site can be developed generally as planned provided the recommendations contained in this report are incorporated into the final design. The proposed building and trash enclosure can be supported on shallow spread footings belrirg on competent native soils or on stru,,tural fill, depend;ng on final grades. More specific obse*vations conclusions and recommendations are presented in the following sections of this report. This report has been prepared for specific application to this project only and in a manner consistent with that level of care and skill ordinarily exercised by other members of the profession currently practicing under similar condit.ons in this area for the exclusive use of Taco Bell Corporation and their represen- tatives. No warranty is expressed or implied. It is recommended that this report, in its entirety, be included in the project contract documents for the information of the contractor. He Preparation nd GrAding Construction area3 should be stripped and cleared of surface vegetation, organic matter, any other i deleterious material. Stripped materials should not be mixed with any soils to be used as structurrl fill. It is critical that f11 subgrade soils disturbed during initial clearing work be removed if unsuitable for compaction. Disturbed soils which are suitable for use a: structural fill (defined below)can be stockpiled for later use. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Taco Bell Corporation E-5885 November 19, 1992 Page 4 Following the stripping operation, the ground surface where structural fill, foundations (including the trash enclosure), asphaltic pavements or concrete slabs are to be placed should be proofrolled. All proofrolling should be performed under the observation of a representative from this office. Soil in any loose or soft areas, if recompacted ap i still yielding, should be overexcavated and replaced with sLuctural fill to a depth that will provide a suble base beneath the applicable structural loading condition. The optional use of a geotextile fabric placed directly on the overexcavated surface may help to bridge unstable arras when encountered. Structural fill under pavements, the trash enclosure and walks should be placed in lifts approximately 8 inches in thickness, and compacted to a minimum of 90 percent of its laboratory maximum dry density determined in accordance with the ASTM D-1557-78 test standard (modified proctor), except for the top twelve (12) inches which should be compacted to 95 percent of the maximum dry density. The on-site soils at the time of our exploration appeared to be near or slightly below the optimum moisture content and may be used in their present condition as structural fill, provided the grading operations are conducted during dry weather and all structural fill is compacted at or near the optimum moisture content of the soil. Some watering may be required if grading is performed during dry weather. All of the on site are fine grained and are moisture-sensitive. Therefore, compaction and grading will be difficult if the soil moisture -increases above the optimum moisture content. If necessary, the moisture content can be red-iced by aeration in dry weather, or by intermixing lime or cement to absorb excess moisture. In any case, structural fill which is to be placed in wet weather should consist of a granular material with a maximum size of three inches and no more than 5 percent fines passing the No. 200 sieve cased on the minus 3/4-inch fraction. During dry weather, most compactible non-organic soils can be used as structural fill. It is recommended that any strucbiral fill planned for on site use be submitted for approval prior to import. Foundatiorte Based on the encountered subsurface soil conditions, preliminary build:ng design criteria, and assuming compliance with the preceding "Site Preparation and Grading" section, the proposed restaurant building and trash enclosure may be supported on conventional shallow spread footings bearing on ;ompetent native soils or on structural fill. Individual spread footings or continuous wall footings providing support for the restaurant building and trash enclosure may be design..d for a maximum allowable bearing value of two thousnd five hundred (2500)psf. Footings should be at least twelve (1 91) inches in width and should extend to a depth of at least eighteen (18) inches below the lowest adjacent finished subgrade or interior floor slab surface. Earth Consultants, Inc. GEOTECI.INICAL ENGINEERING STUDY Taco Bell Corporation E-5885 November 19, 1992 Page 5 It is understood that isolated pier footings employed for the Taco Bell identity sign support is us-.,ally on the order of about seven to ten feet in depth due to lateral load and/or uplift design requirements. Our site study indicates that soils at this depth ranged from loose to medium dense. Therefore, it is our opinion that the sign footing should be designed for an allowable bearing value of one thousand five hundred (1500) psf. The above allowable bearing values are for dead plus live loads and may be increased one-third for combined dead, live, wind, and seismic forces. It is estimated that total and differential footing settlements for the relatively light building, trash enclosure and identity sign structures will be approximately one-half inch. It is recommended that all footing excavations be observed by a representative of EC 1, prior to placing forme or rebar, to verify that exposed soil conditions are as anticipated in this report, and/or provide suitable modifications in design, as required. Lattsral Pressures An allowable passive pressure value against the sides of footings, grade beams or other subsurface foundation elements of two hundred and fifty (250) psf per foot of depth may be used provided there is positive contact between the vertical bearing surface and the adjacent compacted fill or undisturbed natural soils. Friction between the base of footings and/or floor slabs and the underlying soil may be assumed is forty (40) percent of the dead load. Friction and lateral pressure may be combined; however, the lateral bearing resistance used must not exceed two-thirds of the combined amount. Slab-on-Grads F7oor� Slab-on-grade floors should be supported on at least one foot of structural fill, resulting from the overexcavation and recompaction of the on site soil or placement of imported structural fill, depending on final grades. The slab should he provided with a minimum of four inches of free-draining sand or gravel. In areas where slab moisture is undesirable, a vapor barrier such as a 6-mil plastic membrane should be placed beneath the slab. Two inches of damp sand should be placed over the membrane for protection ouring construction and to aid in curing of the concrete. Excavations You should be aware that in r:n case should the excavation slopes be greater than the limits specified in local, state and federal safety regulations. The silty soil encountered from the surface to a depth of nineteen feet would be classified as type "B", as described in the current Occupational Safety and Health Administration (OSHA) regulations. Therefore, temporary cuts greater than Your feet in height, should be sloped at an inclination no steeper than IH:IV. if slopes of this inclination, or flatter, cannot be Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Taco Bell Corporation E-5885 November 19, 1992 Page 6 constructed, or if excavations greater than 20 feet in depth are required, temporary shoring may be necessary. This shoring would help protect against slope or excavation col apse, and would provide protection to workmen in the excavation. If temporary shoring is required, we will be available to provide shoring design criteria, if requested. The above information has been provided solely as a service to our client. Under no circumstances should the above information be interpreted to mean that this office is assuming responsibility for construction site safety or the contractor's activities; such responsibility is not being implied and should not be inferred. Site Qralnaee Groundwater was observed in Loring B-3 at a depth of about sixteen (16) feet below the existing ground surface. It is not likely that groundwater levels will present any construction related problems while excavating the foundation footings. If seepage is encountered in foundation excavations during construction, the bottom of the excavation should be sloped to one or more shallow sump pits. The collected water can then be pumped from these pits to a positive and permanent discharge, such as a nearby storm drain. Depending on the magnitude of such seepage, it may also be necessary to interconnect the sump pits by a system of connector trenches. It is recommended that the appropriate locations of subsurface drains, if needed, be established during grading operations by this office, at which time the seepage areas, if present, may be more clearly defined. The site should be graded such that surface water is directed off the site. Water should not be allowed to stand in any area where buildings, slabs or pavements are to be constructed. During construction, loose surfaces should be sealed at night by compacting the surface to reduce the potential for moisture infiltration into the soils. Final site grades shouid allow for drainage away from the building foundations. The ground should be sloped at a gradient of Three percent for a distance of at least ten feet away from the buildings in landscape areas. In pavement areas, the gradient may be reduced to two percent. We recommend that footing drains be installed around the perimeter of the building just below the invert of the footing, with a gradient sufficient to initiate flow. Under no circumstances should roof downspout drain lines be connected to the footing drain system. We suggest that you install cleanouts at several accessible locations to allow for the periodic maintenance of the footing drain and downspout tightline systems. Earth Consultants, Inc. V9 GEOTECHNICAL ENGINEERING STUDY Taco Bell Corporation E-5885 November 19, 1992 Page 7 Backfill Procedur All backfill associated with utility line trenches should be spread, watered or aerated as required, thoroughly mixed to a uniform near-optimum moisture condition, placed and compacted by mechanical means in lifts approximately 6 to 8 inches in thickness. The degree of compaction obtained should be at least 90 percent of the ASTM D-1557-78 laboratory test standard in load supporting areas. In non-load supporting areas, Lhe compaction can be reduced to 85 percent. All backfill procedures should be subject to compaction control monitoring and testing by this office. sment Ares The adequacy of site pavements is related in pats to the condition of the underlying subgrade. To provide a properly prepared subgrade for pavements, we recommend the subgrade be treated and prepared as described in the Site Preparation section of this report. This means that at least the top twelve(12) inches of the subgrade should be compacted to 95 percent of the maximum dry density (per ASTM D-1557-78). It is possible that some localized areas of soft, wet or unstable subgrade may still exist after this process. Therefore, a greater thickness of structural fill a. crushed rock may be needed to s►ibilize these localized areas. The following pavement sections are recommended for lightly-loaded areas .;onsisting of parking stalls experiencing daily traffic of 100 cars: • Two inches of Asphalt Concrete (AC) over four inches of Crushed Rock Base (CRB) material, or • Two inches of AC over three inches of Asphalt Treated Base (ATB) material. The f0owing pavement sections are recommended for heavier truck-traffic areas consisting of roadways, subjected to a minimum daily traffic of 1,000 cars and five applications of 18,000-pound single-axle load trucks: • Three inches of AC over six inches of CRB, :,r • Two inches of AC over four inches of ATB. Asphaltic Cement (AC), Asphalt Treated Base (ATB), and Crushed Rock Base (CRB) materials should all conform to the ODOT specifications. All rock base should be compacted to at least 95 percent of the ASTM D-1557-78 laboratory test standard. It should be noted that parking stall pavement sections assume no truck traffic. In addition, the above pavement sections are based on a 10-year design period. Earth Consultants, Inc. V4 GEO'fECHNICAL ENGINEERING STUDY Taco Bell Corporation E-5885 November 19, 1992 Page 8 It is recommended that concrete slabs which are placed directly over a native soil subgrade and are subject to vehicle traffic loads be at least six inches in thickness. It is also suggested that nominal reinforcement such as "6x6-10/10" welded wire mesh be employed, at near midpoint, in new exterior concrete slabs and paving. LIMITATIONS Our recommendations and conclusions are based on the site materials observed, selective laboratory testing and engineering analyses, the design information provided to us by you, and our experience and engineering judgement. The conclusions and recommendations are professional opinions derived in a manner consistent with that level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area. No warranty is expressed or implied. The recommendations submitted in this report are based upon the data obtained from the test borings. Soil and groundwater conditions between test borings may vary from those encountered. The nature and extent of variations between our exploratory locations may not become evident until construct ion If variations do appear, ECI should be requested to reevaluate the recommendations of this report a co modify or verify them in writing prior to proceeding with the cons ruction. Additional Services This office will be available to provide consultation services relating to re view of the final design and specifications to verify that our recommendations have been properly interprt ted and implemented in the approved construction plans and specifications. In addition, it is suggested that this office be retained to provide geotechnical services during construction to observe compliance with the design concepts and project specifications, and to allow design changes in the event subsurface eovditions differ from those anticipated prior to the start of construction. It should be noted that it is genes illy in the best interests of the owner/client to maintain the same Soils Engineer during construction in ord,.r to obtain the proj:ct objective, with optimum quality control. Earth Consultants, Inc. aw�jj•,kU F 1oJDOO ——� — 77 ti Y, 33 t��dbcRt SW'pp�l 04 l ~—f SW Gorr WD00 LN < �� N —T e .W +Nw!aJ iRfRIRA1RTA ' S ' MAN7ANITA TIMOT-A 3 ( to IER. = ,. ^SW N DAKOTA ST N^ I 1 x UL G10 gW BURL EIGHTS t DR > 7 S MM N I sw MFv� v� x SW TIGARDN ST c�c I! qt ..tl4rI > 11000 < _ d► '> I MIRE ONF I � < , �MORNING HILL OR .H FALCON I / I $ ^ aw OEIW F7 I I V;F nR < � $3 P x CNryNS ABLADLEN < W,KATHERINE r c R{ op t1` VL 3 Sp N `�S 4' ':N 'ANT S� +Jy,■ � .yF -SM' ~•(.� __—— _._.+--- — 'y71��t' iY – �'R �• ANNUS 1r H$ I 3 � JaCK�11o°a•., N 3 CT.•S '�' �^ SW � u WALNUT > SW :v i 1�rrt� / IF CT SITE LOCATION �g SW WALNUT st ta` d ✓ I Q 1:100 M I FONNFFI r° 4 I �I ST SW ALBERTA ST I y�_ SW FONNER �, m r�T C O I ti SW JAMES SN ss cT Sw OEERYVIL f g l I I y^SW MARION ST ✓ u4 ,..5 '<RAR MST SW WRA TON CO yN ry I r°PPa ' + SW FRIRHAVER ST yy Sw 1 i r~ = SWA .. y ``'vI,FAIRYIFW I. x o 1 sw aos( vIaTF+ b/i '^� �YIEWMOUNT" �__ SIA I sT `A. ..... t CT y Sw D W 1 Jr, wvN aW VIFWMO RRR�PL /N� 'p1( Aa> GAAROE':cYY. -N T ), < i Sw HIGH TOR OR I tamD �; 8 Q 11000 N 5 Q '1 S W cam._I Iry 2 Q I I DUCHILLV! SW w•�gN' f Gl I_ ^ =Q MrFARLAND�C�'�C 1 !ZZ C�z' SW"FW 51 SW BULL MTN I 15w ti o sW BLVD �r 3: R -- .I I Q CORYLUS WILD 1 ,qe T T =CT x W�D L'9 > LN o SIR < MURDMx ^ST W M1. m Z 3 S d U1 10 I N N x p 'i 1 y s S SW K NI • a ; s ar�� 1Q n(L+1o�TEJONoR� ,,VEEP , I N 4w; r< < u+ r oov,EW DR Non SW KABLE ST KA 3 I 1V Reference: Portland Area / Map 363 By Thomas Brothers Maps Dated 1990 Vicinity Map Earth Consultants Inc. Proposed Taco Bell #06.0576 \ ('�r>tt'<h1Ka1 fnQtrrts.GmklgbLa L FnvlrtwrttrtllRl ti(lmllus Tigard, Oregon Proj. No. 5885 Drwn, GLS Date Nov. '92 Checked DB Date 11/16/92 Plate 1 Trash /—\ Enclosure B-2 Sign B-4 B-3 Q CIO' LEGEND B-1 -s- Approximate Location of Not-To-Scale ECI Boring, Proj. No, E-5885, Nov. 1992 Proposed Building Reference: Site Sketch File Name D578SP3 By Planning / Design Group Dated 7/24/92 Boring Location Plan 1� Earth Consultants Inc. Proposed Taco Bell #OR-0578 :, ,,,twww Fn,(kw'rtF.('.e�%a t:n,I-IM ti.ky Hl415 Tigard, Oregon Prof. Nn. 5885 Drwn. GLS Dats Nov. '92 Checked DB Date 11/16/92Plate 2 f4 APPENDIX A E-5885 FIELD EXPLORATION Our field exploration was performed on August 17, 1992. Subsurface conditions at the site were explored by drilling five borings to a maximum depth of nineteen (19) feet below the existing grade. The borings were drilled by Vandehey Drilling, using a trailer-mounted drilling rig. Continuous-flight, augers were used to advance the boreholes. The approximate boring locations were determined by taping from property corners on the site. The locations of the borings should be considered accurate only to the degree implied by the method used. These approximate locations are shown on the Boring Location Plan, Plate 2. The field exploration was continuously monitored by a geologist from our firm, who classified the soils encountered and maintained a log of each boring, obtained representative samples, measured groundwater levels, and observed pertinent site features. All samples were visually classified in accordance with the Unified Soil Classification System which is presented on Plate Al, Legend. Logs of the borings are presented in the Appendix on Plates A2 through A6. The final logs represent our interpretations of the field logs and the results of the labordtory tests on field samples. The stratification lines on the logs represent the approximate bound.uies between soil types. In actuality, the transitions may be more gradual. Representative soil samples were placed in closed containers and returned to our laboratory for further examination and testing. In each boring, Standard Penetration Tests (SPT) were performed at selected irtervals in general accordance with ASTM Test Designation D-1586. The split spoon samples were driven with a one- hundred forty (140) pound hammer freely falling thirty (30) inches. The number of blows required to drive the last twelve (12) inches of penetration are called the "N-value". This value helps to characterize the site soils and is used in our engineering analyses. Representative soil samples were placed in closed containers and returned to our laboratory for further examination and testing. Earth Consultants, Inc. I1 MAJOR DIVISIONS GRAPH LETTER TYPICAL DESCRIPTION SYMBOL SYMBOL Gravel ° vo.°oeo GW Well-Graded Gravele,Gravel-Sand And Clean Gravels °'o°°•o• •o"a gW Mixtures,Little Or No Fines Gravelly (little or no fined GP Poorly-Graded Gravels,Gravel- Soils Grained 9P Sand Mixtures,Little Or No Fines Grained Sods More Then II —� 5091, Coarse Gravels With « GWI Silty Wravels,Gravel Send Fraction Fines(appreciably gm gilt Mixtures Retained On amount of fines 1 GC i� Clayey Gravels,Gravel-Sand- No.4 Sieve �/ 9C Ciay Mixtures Sand oa °�°°"o°, .SW / Well-Graded Sands, Gravelly And clean Sand p"o°e SW Sands, Little Or No Fines Sandy (little of no lines I More Then soils SP Poorly-Graded Sands, Gravelly 50% Material SP Sands, Little Or No Fines Larger Then No.200 Sieve More Than r SM Size 50% Coarse Sands With ;,;,i;;�;?;;; Sf1T Silty Sentls, Sand Silt Mixtl res Fraction Fines(appreciable Passing No.4 amount of fines) Sieve SC SC Clayey Sands, Sand-Clay Mixtures ML Inorganic Silts&Very Fine Sands,Rock FIow,Silty- ml Clayey Fine Sands,Clayey Slits wl Slight Plasticity Fine Slits Liquid Limit CL Inorganic Clays Of Low To Medium Plasticity, Grained And Less Than 50 Soils Clays Cl Gravelly Clays, Sandy Clays, Silty Clays, Lean III ' III 1 1 QOrganic Sills And Organic III I Ol Silty Clays 01 Low Plasticity More Than M1.4 Inorganic Silts,Micaceous Or Diatomaceous Fire 50% MaterialSlits Mh Sand Or Silly Soils Smaller T'idn Liquid I.Imit And CH Inorganic Clays Of High No 200 Sieve Clays Greater Than 50 / Ch Plasticity, Fat Clays Size OH Organic Clays Of Medium To High Oh Plasticity. Organic Silts 4`_;,' - PT Peat, 'humus, Swamp Solle Highly Organic Soils P� With High Organic Contents r� Tor)soil Humus And Duff Layer Fill Highly Variable Constituents The Discussion In The Text Of This Report Necessary For A Proper Understanding Of The Nature Of The Malarial Presented In The Attnched Logs Notes: Dual symbols are used to indicate borderline soil classification.Upper case letter symbols designate sample classifications based upon lab- oratory testing; lower case letter symbols designate classifications not verified by laboratory testing. I 2-O.D. SPLIT SPOON SAMPLER C TORVANE READING, tsf 2.4"I.D. RING SAMPLER OR qu PENETROMETER READING,tsf II SHELBY TUBE SAMPLER P SAMPLER PUSHED w MOISTURE. percent of dry weight c SAMPLE NOT RECOVERED pcf DRY DENSITY,pounds per cubic ft. Q 1VATER LEVEL (DATE) LL LIQUID LIMIT,percent t,',rATER OBSERVATION WELL PI PLASTIC INDEX .e i' Earth consultants Inc. LEGEND i;�� I�v,N',I,I,N,II I.,,NI,N,I..I��,L ryll•,1�61 .:In NNIM111.II JlM111bIN Proj. No. 5885 Date Nov'92 Plate Al Boring Log Project Name: -- Sheet of Proposed 'Paco Bell #06-0578 1 1 Job No.: Logged by: Start Date: Completion Date: Boring No: E-5885 I Don Bruno 8-1.7-92 8-17-92 Drilling Contractor: Drilling Method: Sampling Method: Van De [fey Auger SPT Ground Surface Elevation: Hole Completion: ❑Monitoring Well ❑F'ie7ometer Ll Abandoned, sealec'with bentonite W No. UD L T (n5 Surface Conditions: %) Blows dj Oaf u- EM E Ft. �� o U �En 12" grass 1 wd=118 pcf. 2m1 Light brown SILT, medium dense, dry to moist cid= 94 pcf LL=37 " 19 3 PI.=26 4 5 10 -moist to wet 6 _t 8 -grades to louse to medium dense 9 t 10 + 9 11 L t 12 Boring terminated at 11.5 feet below existing grade. No groundwater encountered during 13 drilling. Boring backfilled with beritnnite. 14 15 16 17 I 18 --- 19 Boring Log Earth Consultant, Inc. PROPOSED TACO BELL #06-0578 ,.,smru T I GARD, OREGON Proj. Mn. 5x85 Dwn. GLS Date clov'92 Checked D11 Date I1.-9-92 Plate A2 Subsurface:.nr,cgtlons depicted represent our observations at file time and location of this e.ploratr; 101e.modified by ongmeoring tests,analysis and Judgment They are not necessarily represen.at en o'other moos and locations We cannot accept rrsponeibii ty for the use of interpret n,+,by others of information presented on this loq Boring Log Project Name: Sheet of Proposed Taco Bell #06-0578 1 l Job No.: Logged by: Start Date: Completion Date: Boring No: C-5885 I Don Bruno 8-17-92 8-17-92 — Drilling Contractor: Drilling Method: Sampling Method: Van De Hey Auger SI'T t _ _ Ground Surface Elevation: Hole Completion: ❑Monitoring Well ❑Piezometer ❑Abandoned, sealed with bentonite W No. 9$ L a to�5 Surface Conditions: (%) BIFws oli EE a ct. 7 n 0 r) 1 2 M1 Brown SILT, medium dense, damp 1 Ei 13 3 4 5 1� -moist to wet ti 7 H -grades to loose, trace fine sand, w(; t n 9 to 1- 12 13 14 1J 16 -grades to medium dense, wet to saturated 17 Boring terminated at 16.5 feet below existing grade. No groundwater encountered during 18 drilling. Boring backfilled with bentonite and cuttings. 19 Boring LogM Barth Consultants Inc. PROPOSED TACO BELL #06-0578 r:es�ecirYrN Fnti►rr'rs.Gnr>1ratlas�FnvMarurvTnN SclmrM< TIGARD, OREGON M Prol. No. 5885 TDwn, GLS Date Nov t 92 Checked�EB Cate 11-9-92� Plate A3 Subsurface conditions depicted represert our observations at the time and location of this exploratory hole,modified by engineering lestr,analysis and judgment They are not necessarnv representative of other times and locations We cannot accept rosporsihility for the use of interpretation by others of information presente.'on this log Boring Log Project Name: Sheet of Proposed Taco Bell #06-0578 1 1 Job No.: Logged by: Start Date: Completion Date: Boring No: — E-5885 Don Bruno 8-.1.7-92 8-17-92 Drilling Contractor: Drilling Method: Sampling Method: Van De Hey Auger SPT Ground Surface Elevation: Hole Completion: ❑Monitoring Well ❑Piezometer ❑Abandoned,sealed with bentonite W No, $ .� a u) o Surface Conditions: Blows JE E U E N Ft. c7( V) i 12" grass 1 2 L3 19 ' ml Brown SILT, medium dense, moist 4 5 22 14 6 7 3 ti B -grades to loose, wet 9 1J 31) E3 11 12 8 13 -with fine sand, wet to saturated 31 14 I 15 16 17 33 10 18 -waterbearing 19 Boring terminated at 19.0 feet blow existing grade. Groundwater encountered at 16.0 feet during drilling: Borisg backfilled with bentonite and cuttings. Boring Log Earth Consultants Inc. PROPOSED TACO BELL #06-0578 c:nwrfvrral Fiytrx.,�c..,a>pun Firvrr..rTr.ael �varar. TI GARD, OREGON Prof. No. 5885 Dwn. GLS Date Nov'92 Checked DB Date 11-9-92 1 plate A4 Subsurface conditions depicted represent our observations at the time and location ut this exploratory hole.modified by engineering tests,analysis and judgment,They are not necessary representative of other times and locations we cannot accept responsibility,for the use of smeroretation by others of information presented on this loo Boring Log Project Name: Sheet of Proposed Taco Bell #06-0578 1 1 Job No.: Logged by: Start Date: Completion Date: Boring No: E-5885 Don Bruno 8-17-92 8-17-92 Drilling Contractor: Drilling Method: Sampling Method: Van De Hey Auger. SPT Ground Surface Elevation: Hole Completion: ❑Monitoring Well ❑Piezometer ❑Abandoned,sealed with bentonite W No, `-a r Q7 rn 2 Surface Conditions: Blows CL an a•: E cn (%) Ft cam �� cn �cn 12" grass 1 12 15 ml Brown SILT, medium dense, damp 2 _t 3 1,1,-4H 19 16 4 Boring terminated at 5.0 feet below existing fi grade. No groundwater encountered during drilling. Boring backfilled with cuttings. 7 a 9 10 11 12 13 to 15 1f 17 18 19 Boring Log Earth Consultants Inc. PROPOSED TACO BELT, #J6-0578 c+o .wnlF>a:Y,s. .0 Mr..,.,,retsc+esren TIGARD, OREGON Prof. No. 5885 Dwn. vLS Date Nov'92 Checked DB Date 1-9-92 Plate A5� 8ubnurlace conditions depicted represent our obrervalians at the time and location of this a,,ploratory hole.modlliad by engineering lesls,analysis and judgment.They are not necessarily represenlnuve of other times and I0001ion4 We cannot arcet,l insponsibday for the use of inlerprelali0n by others of nlormalion presented on this Ing Boring Log Project Name: Sheet of Proposed Taco Bell #06-0578 1 -� 1 Job No.: Logged by- Start Date: Completion Date: Boring No: E-5885 Don Bruno 8-17-92 8-17-92 Drilling Contractor: Drilling Method: Sampling Method: Van 0,i Hey Auger SPT Ground Surface Elevation: Hole Completion: ❑Monitoring Well ❑Piezometer ❑Abandoned,sealed with bentonite �— No. "o r 2 rn c Surface Conditions: W Blows ° E� mfi E �E (� °� Ft .m U� o �� 12" grass t t ]9 ml Brown SILT, medium dense, dry to datnp 2 3 lH 14 a -moist ---- 5 Boring terminated at 5.0 feet below existing grade. No groundwater encountered during s drilling. Boring backfilled with cuttings and bentonite. 7 9 10 11 12 13 14 15 16 17 18 19 Boring Log Earth Consultants Inc.. PROPOSED TACO BELI, #06-0578 cwoer+.rwF�,rtr.ee,s.crt�o�a.a�mmrnr.,nwe,na� TIGARD, OREGON F'roj. No. 5885 pWn, cI Date Nov'92 Checked DB Date 11-9-92 Plate A6 Subsurface conditions depicted represent our ubsorvalions at the time and location of this exploratory hole,modified by engineering tests,analysis and ludgreenn They are not necessanly representative if other times and locations We r,inrol accent responsibility for the use of interpretation by others of information presented on this log 100 F-T 8o - -- x60 - w - -- C1 2 40 — -- - -- ``"A-Line (n — — - — g c 20 - - -- cL- 0 20 40 60 80 100 LIQUID LIMIT Natuvil Boring/ Depth USCS L.L. P L. P I. Water Key Test Pit (ft) Soil Classification Content 11-1 2.5 Brown SILT M11 17 2E 1 R-4 3.5 Brown SILT PT, 48 ;H 20 Atterb*-rg Limits Test Data ',-ROPOSED TACO BELL #06-0578 Eat1h Consultants Inc. TIGARD, OREGON '+rw�Iv,A�I f- plmrr i.,M,glcv A: ,.In•nrni.J tivtrnilciv Proj. No. 5685 Date Nov'92 Plate is l DISTR WTION E-5885 1_. Copy Taco Bell C orporation Civil Engiwer, A&E Dept. 17901 Von ]Carmen Avenue Irvine, CA 92714 Copy Taco Be'I Corporation 597 Industry Drive Tulmila, Washington 93188 Attention: Mr. Mike R,,..indles 3 Copies Planning/Design Group 122 Southeast 1'7"- Portland '" -P rtland Oregon Y1214 Attention: Mr. Peter Kappertz Ea+►h Con.gultants, Inc.