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MMD2015-00018
MMD2O15 - 00018 Tigard-Tualatin School District NOTICE OF TYPE I DECISION MINOR MODIFICATION TO APPROVED NI 01 CONDITIONAL USE (MMD) 2015-00018 TIGARD-TUALATIN SCHOOL DISTRICT T I GARD 120 DAYS = September 8, 2015 SECTION I. APPLICATION SUMMARY FILE NAME: Tigard-Tualatin School District CASE NO.: Minor Modification to Approved Conditional Use MMD2015-00018 PROPOSAL: The proposed minor modification to an approved conditional use would allow the construction of a 576-square-foot multiuse picnic structure on the Tigard High School campus. The structure will be located adjacent to the existing football stadium,and directly accessed from SW 92nd Avenue. APPLICANT: Tigard-Tualatin School District Phil Wentz 9000 SW Durham Road Tigard,OR 97224 OWNER: Same as applicant LOCATION: 9000 SW Durham Road WCTM 2S114AA,Tax Lot 100 ZONING DESIGNATION: R-4.5: Low-Density Residential District.The R-4.5 zoning district is designed to accommodate detached single-family homes with or without accessory residential units at a minimum lot size of 7,500 square feet. Duplexes and attached single-family units are permitted conditionally. Some civic and institutional uses are also permitted conditionally. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.330.020.C.3 SECTION II. DECISION Notice is hereby given that the City of Tigard Community Development Director's designee has APPROVED the above request. The findings and conclusions on which the decision is based are noted in Section IV. THIS APPROVAL SHALL BE VALID FOR 18 MONTHS FROM THE EFFECTIVE DATE OF THIS DECISION. MMD2015-00018 1 of 3 SECTION III. BACKGROUND INFORMATION Site Information: The project is located on the Tigard High School campus at 9000 SW Durham Road; south of SW Durham Road, and east of SW 92''d Avenue. The 43-acre school campus contains an existing high school, multiple accessory buildings, and extensive site improvements that include athletic facilities and parking lots. As specified in a previous minor modification (MMD2014-00028), there are 606 parking spaces located on site. Proposal Description: The proposed minor modification to an approved conditional use would allow the construction of a 576-square-foot multiuse picnic structure on the Tigard High School campus. The structure measures 24 feet wide, 24 feet long and 10 feet high, and will be constructed on a concrete pad that measures 24 • feet wide and 30 feet long. The structure will: serve as a picnic shelter to be used in conjunction with the existing athletic facilities; offer a location to operate concessions for various school activities; and provide weather protection. Furthermore, the applicant proposes to locate the structure adjacent to the existing football stadium, so it may be publicly accessed from SW 92"`' Avenue by neighboring City of Tigard residents. SECTION IV. APPLICABLE REVIEW CRITERIA AND FINDINGS The proposed site improvements will modify the approved conditional use on the site. Therefore, compliance with applicable development standards must be demonstrated. MINOR MODIFICATION OF APPROVED OR EXISTING CONDITIONAL USE: Section 18.330.020.C.3 states a minor modification shall be approved, approved with conditions, or denied following the Director's review based on the following findings: 1. The proposed development is in compliance with all applicable requirements of this title; and FINDING: The proposed picnic structure is accessory to the existing high school (18.120.030.A.4), and is therefore subject to the development standards outlined in IDC 18.510.060 Accessory Structures. Staff reviewed the applicant's narrative, site plan, and structural drawings to determine the structure does not exceed 1,000 square feet in size or 15 feet in height, and maintains a minimum side yard setback of five feet. This criterion is met. 2. The modification is not a major modification. FINDING: Staff finds that the changes listed in TDC 18.330.020.B.2 are either satisfied or do not apply. Therefore, the proposed development is not a major modification. This criterion is met. CONCLUSION: The proposal is in compliance with the applicable requirements of this title, and is a minor modification of an approved conditional use. SECTION V. PROCEDURE AND APPEAL INFORMATION Notice: Notice was posted at City Hall and mailed to: X The applicant and owners X Affected government agencies MMD2015-00018 2 of 3 Final Decision: A Minor Modification is a Type I procedure. As such, the Director's decision is final on the date it is mailed or otherwise provided to the applicant, whichever occurs first. The Director's decision may not be appealed locally and is the final decision of the City. THIS DECISION IS FINAL ON MAY 14, 2015 AND BECOMES EFFECTIVE ON MAY 15, 2015 Questions: If you have any questions,please contact Lina Smith at (503) 718-2438 or LinaCSQtigard-or.gov. _ ��%./ May 14,2015 APPROVED BY: Lina Smith Assistant Planner • MM D2015-00018 3 of 3 APPLICANT MATERIALS .. • RECEIVED 71 City of Tigard MAY 1 1 2015 COMMUNITY DEVELOPMENT DEPARTMENT CiTY OF TIGARD P NNIN ENGIIFERING TIGARD Minor Modification Type I Application PROPOSAL SUMMARY (Brief description) I REQUIRED SUBMITTAL Tigard Tualatin School District is requesting to ELEMENTS Owner's Signature/Written construct a multiuse picnic structure on theauthorization Tigard High School Campus. It would be 24' X •(3'1"tittleTransfer Instrument orDeed 24' in size with a 24' by 30' foot pad. This •I'Site Plan(2 large plans drawn to scale structure would. be next to the stadium and one reduced to 8.5"xl1'/2'•) Property address/locatiort(s): 9000 SW Durham Road NIaPPhcantsStatement/Narrative 97223 (Tigard High School ) (2cop�es)Addresscriteriain: Tigard, Oregon_ TDC 18.360.050.B.1-11 Tax map and tax lot #(s): 2S 114AA00100 Filing Fee -7 I O Site size: Aproximate 20' x30' slot on a 43.20 Acres I i 31. 9.\I I I 'SI. (JI\I.ti Applicant: Tigard Tualatin School District Case No.: 40162C)/S—'C /8 Address: 9000 SW Durham Road Tigard , Oregon 97224 Related Case No.(s): City/state: 7;p. i Application Fee: Phone:11503) 431-546amail: mrset@comcast.net mrssott@comcast.net Application accepted: Br L S Date: S 111 h 5 PROPERTY OWNER/DEED HOLDER(S)' Saint as Applicant Name: Tigard Tualatin Scheol District Application determined complete: J 9000- S W Durham Road // Address: — By: Date. ,// /S City/state: Tigard Oregon 7i p: 97224 I:\CURVLN\M•sters5i.' Use App6wuons Rev 11/26/2014 Contact name: Phil Wentz 503- - 431 5441 Phone number: Sharon Ott 971 275 4695 •When the owner and the applicant are different people,the applicant must be the purchaser of record or a lessee in possession with written authorization from the owner or an agent of the owner.The owner(s)must sign this application in the space provided on the back of this form or submit a written authorization with this application. APPLICANT'S STATEMENT The applicant's statement must include a summary of the proposed changes. Criteria in either 18.360.050(B)or 18.330.020(B)(2) must be addressed with a detailed response to each criterion. Failure to provide the information needed to process the application would be reason to consider an application incomplete and delay review of the proposal. In addition, the Director must find that the proposed change is in compliance with all applicable requirements of Title 18 of the Tigard Development Code.To complete this review, the Applicant's proposal must include a discussion indicating how the site expansion/change will continue to comply with the maximum setback,building height,parking,and landscaping standards. Other requirements of this title such as dear vision,solid waste storage,non-conforming situations,signs,and tree removal may also be applicable depending on the type and location of the proposed modifications. City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 1 of2 APPLICANTS To consider an'applicatian'complete,you will need to submit ALL of the REQUIRED SUBMITTALELEMENTS as described on the front of this application in the"Required Submittal Elements"box. THE APPLICANT(S) SHALL CERTIFY THAT: • The above request does not violate any deed restrictions that may be attached to or imposed upon the subject property.' • If the application is granted,the applicant will exercise the rights granted in accordance with the terms and subject to all the conditions and limitations of the approval. • All of the above statements and the statements in the plot plan,attachments,and exhibits transmitted herewith, are true;and the applicants so acknowledge that any permitissued,based on this application,may be revoked if it is found that any such statements are false. • • The applicant has read the entire contents of the application,including the policies and criteria,and understands the • requirements for approving or denying the application. SIGNATURES of each owner of the subject property re/q/uired. • • ••••••4 L . Applicant's signatur Print name • Date 6." -4/1 ,SA4 il)/1 Orr . Owner's signature Print.name Date Owner's signature Print name . Date • ADDITIONAL OWNER/DEED HOLDER INFORMATION • Name: Name: Address: Address: City/state: Zip: Cite/state: Zip: Signature: Signature: MINOR MODIFICATION APPLICATION City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 2 of 2 rima vantri SW Durham Rd RECEIVED Broadway Rose Theatre ! MAY 11 2015 r''1 CITY OF TIGARD Tigard High School v J PLANNING/ENGINEERING Ci) -/ CITY OF TIGARD LO r IZZed N Shelter Approved byIan ing I Date: Initials: �� 5� Pacific Northwest LS Wine Club > -24' a <l - 14' set back from the property Line N 0 E t1at►ng Foot bat i Stadium PROJECT SUMMARY: New High School Picnic Shelter 9000 SW Durham RD. Tigard, OR. 97224 41111> • Structure area 24'x 30' Total: 720 SF ( (x)gl C' ▪ TAX LOT ID: 2S114 .A00100 • Property ACCOUNT ID: R517220 • LOT SIZE: 43.20 Fires • ZONED: R-4.5 rima rantri SW Durham Rd Broadway Rose Theatre () RECEIVED MAY 11 2015 Tigard High School ,r �._.. CITY OF TIGARD { PLANNING/ENGINEERING CITY OF TIGARD LO rv= Shckcr Approved by Planning I Date: 5j13//S' Pacific Northwest D(�N Initials: Wine Club • - 14' set back from the property Line • N 0 t Et�IItin o Fit hal I Stadium PROJECT SUMMARY: 1 . , New High School Picric Shelter 9000 SW Durham RD. Tigard, OR. 97224 . I • Structure area 24' x 30' Total: 720 SF C3 V(Ilc • TAX LOT ID: 2S114M00100 I • Property ACCOUNT ID: R517220 • LOT SIZE: 43.20 .acres • ZONED: R-4.5 _ a. Cmir„_JFK STRUCTURAL C T%ONs �R T� rraaatmn �� .e$-_-'_ JIM LUNDHQYDLD HN0INQQRO,INt7. L0/O N.t. nxp. POR11A1(D 07711 ewawe_� an �` COOK STS• AH1 SIOR (nisei[o6a7o RECEIVED �.- - ULINl SPU cay of Timed 11123 SW 140 BIW Ave. carBNUtO1rWA1 laud.fh 97211 / W 2121 / RI:<•aalP.rtf�„matiPuun /965-/ 4) /_/stns PICNIC SHELTER l.(//A//-, BO /Imp,1 •Cxl'. C. the city of Tared Nadd ns nilnon has iris-wed the mhnieed buildin plan(m de mode retereneed address in acoardaree wnhthe(bosonSwmadSmithy Code(OSSC). 993 sBl{Mle, ZoAJe 3 dniun and the Ihtikires File Cade.1997doion as amended by Ttal.,;.Wary Fie 0 Rowe. I'tam hawteen mdenind Tor the communion a(kite Monona consist o aro{legroom SSG'-a.) Z S PS F ta:ila)with coached Oaru[t Ram apo(easy with attached concession,Mainiccmn Wildin • 1uaL•fia Wiser.aa.A0 arum=art proposed a rn be nuuabp h in the mod DLri1 of. f ,7 y s ��sago/`=. 9 3 I, Pt.dde a spy arty pots reset dna mw„prowl=oma the vetavoe of • �r5�� mechanical pt.�biea and electrical systems from nand warns:The procedure mel address a `•,• 1C. q 09 earn umnut area.aM fire caries. �.'Mr r aUNO'1.a' is. 11 Eh memo ami:rmen A hod 1 notify dm b ma(rennn mmmr to bate emits. litemed�eemuaeb [1--- 5 not.w l site seal nnurroa ate+rf&_&1., o b madw0hmabommarlhe)awa L. Rrmasel,.turbanA Aroabccrd aAat(M mFt�b And liner efercleo corp earpbo�K7lar/ootrvmny • r 31 3,,' 3 . Plans have been iln rd cativo to the este head above. 1e s 7 weaiah e�w m the a,rw, DIMON LONE rte/�)Y//NS6. '0 '1t. Please mem ox el 450.1)164Arn no.391. OEIOI(SC Zan 3 .R - /%.55 'r ll' 0210 00 KPH ENP. C 11N00 LOAD 25 Per • 1`t e7XI) Joe. * . Plc,Fsam,,0 A �// bwracaswwwal.gsa Jul E. (AhNDERYO(J)P.E. /7O 2/L odcE3 C�` l'O{o Mtwara C.tt1IOl7 LIC. 8170 (DTPUC'N1W.) EAP. 12-31-2000 �`L ;f Gd f r^ . /6•¢0= oar...iron nx,06 wisf7 /.a. /�s , /ao . (.1119th Ikf th,.J lura OR%23 1a 1 nmaw..nen • sena w.a1 Moon (50116Na171 IDp('SO>)1Seb27)2 pa.Mar.XC11.wnlaoraewn ••eWa00ll.M•IMOiiW1 la 1a I o Corm PArra X000.t.M:A- - - N1i Jhs DHPYDu^_!lgdl6Rt1'J7H.LLIC '®` 5 of 3 4 osn��A< ., COW xi:_ ter, ' '� •^• - Q POLE .. 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G • ;o, UNvanatrainod Prone (Alt) u to vanvorge Sofcev -0 �?9 aat i!iec / 1 A 2ft )•3000/(9-3•b)Ca1c.•tA/ FT4• u 6.72 ft A/24(1.(1.4.36.h/A)^.6) SLoPB '5 r/L J9' i 100(mcronatralned Acs 14 0 SO/L, 7666 .ak/' 10 POLO p0UNDATIO5--LATERAL BEARING TYPE FOUNDATION 5 2 s p f C-I-Awy 5:4+40 424,444) G,7renL . eKy. ICE does net warrant that tho functions contolnod In thin tanplate Nil ►�e/Fn LaFO (O - /50 met the uecr'a requlraooeto or that the oporotlon of the prograc will • p bo mintorruptod or error trap. Fb . ,...4.,c,K 1.452CooPsr SEE C.PzC.5% ItlirrT Si/eer- xo.UDC Section 1006.0.2.1'NonConotrelnea, Conatrained and cal F✓ s /LS x�./S /89.7SP7, Toblo 10-I-A Allow.bto Foundation end Lotarol Pressure for Y_� 24-' / ` ke f-v allowable lateral preaouteo. /'T !.9' aY 9' Iterate for on ammor. Typically. vary ares esttmted.dopth dont 61-` 55es; f}!TC /gds r5-2iL to be greeter Nan the required depth for eanstrelnod or u 000etralnm conditions. If you novo a nexinuO depth 0110h cunt not bo esaeedod, E I.��a�r,i corp the eidth b. The math in thin toaplete uaoa,the.cam approach aa does the '1997 UEC. r 1 ALssr..r..oe 10. s/)s Width b le the diameter of a round poet or the '\A diagonal dineneien y�l 'K opd 4200 Ito oquaro poet -(or'teoting). Nonan,.0 fora 3'-00 round footing i 5 r X 5 ' 'f to 2.0 but for a 3'-0• oquaro feoting•b le (3'2.3'2)'0.6.4.24' d_I /e .h .-vacant t0 overturn the foundation l•5 /?d s /.S X L- �e.T•0 r.. o` P wG To print in Lotus 1-2-1 promo/Print Printer Allan Co Page Hatt. Ta b t% 5 Jl$c 41.75 DB•- /� \ Do eit, 4; 1 STEEL9x5xCOLUMN T / - 1`;1 . 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IO l CITY TImeS WILL BI r, r NC WALL TIC PtQ1 G tA@LQ8 \ Di) °••r A8 FOLLOIB, S 3/GIN PILOT C.0 FT.ALUM Id t Td�LEB.MQDE1 9Rab-fkll • (9) E PILOT ROOK OPT.IEVAINUM TAE B IY S PT•&S•4 MODEL°#TWG•6AUEI CITY OP TIDABD IUILL 0,21,;:11*THE BA=0.12 MO{MTMO t LDA Fq RR 1. 11.1:1'F 881Ji�T1 ATED P0515,TIIZ COt 1TWACTOZ WILL MALL ME P0575 A kV YEAR cl.O! xxae•TAF2mD PITCN;{D &tOIM ON maw T1@ B MOUNTING 1 CED GLUED LAMINATED WAI BLMA Zi AND BAOECIZO WILL BE ett l IO AND MBTALLED �"�- ,i1 -item POOP BEAM(VANED) I BY T1Q CITY DR TIGAGD. V T I R ` BLOr^E. 3 STANDOdG E»AM Mate. 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Co$s. 5 EP Th ee a ,ii Fi,oco 82Nc.e LA a 4 5S x I iZ wanauiwmaa 6an p,,.�a.nam alOttll.a0M1.PWA67a160 IOW n IIIQ.f6tfY Q►{ffi 0• ] ,; • ,.a .e.., I ,-,�..1:,.:�..":.-,,,p:L. ,.I •o ,a 1 6 ,0 i2 1� ' 10 I) i'8 io 20 2' 22 2] 2• 20 20 �c` le,L '1 +„ d ..',tot t 1+ i w.:f r, n. 1 1 awl' • . ..41., L11 1 Il I i • th .140 !I .< • '" t '1,1.•,`, 1,1• • x.: 'x • AIL D9 �:x�' • 1 1. - �� '- /�1 jos i®, `t -5►5r,..' v• \ STEEL COWIN / CCM,BLAB 5x5,04 'D1 4,1STEEL CC • 1 • --BARBECI E MOIN11*G POST L• I i 81 3'•OD.STEEL PPE PICNIC TABLES.SLIP .IED BY CONTRACTOR rJ:LOCATIONS INSTALLED STRIPER "SEE WI' _o-. • m SLAB VALLEY LINE 17 -CONCRETE SLAB I m 1 • / CON9TRUC-ION JOINT ti �� R Q 38 I'CRICIiETE 91468 }' ~ ./V a.16'Uc.EA WAY TABLE ANCHORS-- LI 1 OVER 6'OF CQ*PACTED !3i I 2 / GRANJ.4R FILL 9E°DETAIL.7,DJ / I • ---- °..._- (k. BAR‘cJ$i'OWTRG PDBT d - -- OD.STEEL PIPE \ Q A I • //((1U 004TiON �-�4LL.^..QiCRETE SLABS 7 §I <4:1> / •?!+ TO l4 E A LIG•IT , '•'I FCANDATIO4 BELOW a; BRGO 1 FIN 914 (T I YPI iytel-—--I- -) (0 I I" DB i .--80"----- I- - -----'-- -49PACE5a8'•C•33'•C--- I 1.8' T•8IJ'j 49PlG N NOTE, /�-- I. PAINT ALL MISCELLA/EC)S B37r4.AFO PICNIC SNE_TER FLOOR PLAN erEEL,NJrB,BaTScoForc7aorETc. © PICNIC 5I-IELTEF _--- ALL C0.0M TO MATCH Re BUTTERFLY ..••i'-m• - GAZEBO �••1..0. `\•'� DI 2. THE CRT CF T1GA10 WILL SPRY AND INSTALL THE PICNIC TABLES D 1 ` AS FOLLOUS . (6)SON PILOT ROCK 8 FT.AUZ'ISU'I TABLES,MODEL 947,6•84L g • (3)MBE PILOT ROOC.0 FT.ALIPIIIM TABLES W(6 FT.SEATS MODEL•'XT14q•6ALIEI _ NOTE; BLDG.FIN FLR ELI 3. 714E CITY OF TIGARD WILL SUPPLY THE BARBEQJE MOWTING lBt YEAR FLOOD' --PRESE418 TREATED POSTS,TIE CONTRACTOR WILL INSTALL Ti&POSTS AS DOUBLE-TAPERED PITO4D SWAN ON nese DRAWINGS.-THE BAcE3ECUE'MOWING / (CURVED GLa tEED LAMINATED NAt AND 8ARi3ECIJEB WILL BE SUPPLIED ARID WALLEDD TR'10EIQ ROOF BEA)1(MINED) BY TIE'CITY OF TI6ARD. i)- • ` TL0-E1 3 • ST6NDSCe REAM METAL - �•\ •- ROOFING d BAKED IMPEL FIN884 MARX I GREEN) •• `-3 x 8 CEDAR j--- �` FASCIA(PAINTED) Now_, ..- ►� • DaulePcur - PAINT 60.15 TOatureEcaJ..6• \ '' (113'100.ticumtwoAND(V 7'O OD. 04 a -.SLAB- (• ��S r S■'4'STEEL (PAMTED)VERPY 811E T- `�x/' -overt-/ BE..NOTE 7814E:02 , COLUMtS(PAINTED AND SPACING 16TH I I .` ~ I COLOR TO MATCH EkiSTSJG PICNIC BNELTER- ,,,_,:.,• -•4'COSCRIETE -' BUTTEI LY GAZEBO) -� SLAB C01•PACTED - DRILL tS'•DRASI .l a 9_ GQAAJJLAR FILL -- HOLE AT SLAB LEVEL ,� • i 7.r ; i i ���--FOR FOOTING.SEE WJ SET PIP>? t -,J-�' 1 'i I 1 L_J L i IN 1-81'ex U3R p - PLUMBING LEGEND r _, I I 7.1 w,SEE CIVIL AFF ABOVE(IN•5NE0 FLOOR • CON TINUATION� ARCH ARCM TECTURAL l� O � AI•>, B.C. BELOWRIS GRADE \T"/ • -� BTU BRITISH THERMAL Um! CAP, CAPACITY C.I. CAST IRON COMP. COMPARTMENT 2'V BP ON CON i. CONiRIUATICN COUSIN A I CU, CUBIC THQJ ROOF I I OF DRINKING VOUN TAIN j I 1 DI DIAMETER IONE 'WATER) REV ELEVATION ��-_-I- (SC ELECTRIC WATER COOLER FO FLOOR CRAIN I II I FDC FIRE DEPARTMENT CGNNEC'IT I I i FIN15N[l0^A ! I I (LG. (LANCE i O I i 1 O I f' CA FOOL /«ET . .I CAS GAuVE GAt CPA. GALVANIZE) ,1 GALLONS PER!'.N•-T GATE i. 4_ �..yam_��.d COI HP NORSEPOJ.cR . .J.� - _I •�� a© IAC. HOuR YVERT ELE'.Af:C.; ! ..P0.1 II^ II I ! ;,F9__, (Fool \W 111 K'LOWA:' • I i LA•: ;AVATOR• J y I IRS MOUNDS I 1 Q W.A. MAI(ItlUM 1 Ma. lAOuSANES Cr 9':.t. -. MIN { I I • M.J. MINIMUM MECHANIC:__`••,T I ! I ! CSA' NOT IN MECHANIC,.,_:',.0 L CShv OUTSIDE SIC!'& I i I • PRO T. PROtECT'Dv -, PRESSURE RCC.C'' NO ` 1 I._.—___„_ ., _ I pp PSC PRE55'JRE/POUNDS PER S±�A Ra.PE v^. \1 I REO•D REOVRC] 'n Pr RPBR REDUCED.'RESS.'TL 9AC-'.:. ,.-1-, � RPA REV(_UTCNS PER t'\"'[ TVP TYPICA_ UR URINAL 1 /'\ „R VENT :HRC_:- J J I({� ,�, 7 • _a� W'. WATER: SHUt-Or( .•:^N vALVI. ......------SEE SIN'PLAN • FOR CONT. 'MiltCIPICNIC S:T-!.TER FLOOR PLANn, —III r _- ___ PLUMBING MARK I rIKTURE HB-2 HOSE BBS FD-1 P.005 CRUN --_ I DS 0O'AN S°0_T ._ - - 'w-1 I I ' '1 T UTILITY VAULT(SYNEP•ECH)SIPIRD2AOA e-J rtl�-.:.� Ir ��'I SHUT-OFF VALVE __,,.._t.,1, , 1111 � I,I I I�.I --] 1 ,.-�,'.I-- 1 • .- I _i_BLCR+E . .4 YEw„,........:_,___J• }.)y �. C" THIROTEC,CN7 COLLAR t`wA It IT S/a • i )8 r r �' x,:' ,><fI 9rCP R wAsrE �Itp I (t7r 2��• 1/2 VALVED SNB w/T,IREACTED `^-f' REAt 'RAP •'i"'v t9 I j},'l t PLAN CAP FOR DRAIN/[M TURC _` -.,�' NAA CRAM(ASPM ANS) rr-' y3 ! r t rg "YIN E n n-.. T/2'T?02 0/C .0 GRADE - P4I S•RUK T/ .'. 2'-0_ .K 2'-0•MIN • - • ^1tl til Ucf.:W LOAD 44 WSIO( I_it')j,}r I � } : .... i� f ;S� �y� couPACTEO t .-rr. �.y?�x .i,,,..r 1 T4'P.a.`',•4 �!/A MIN•JS SL AB J (.. `Ct \✓of.'r:•'- ROCK ' •"0 U 0 M, SIM COATED ALL SURiACTS-oIH • ND UI$T';gp(D 2'NIN ' �OM • -R no NUR COv./CTOR-WE AS ROB FCR NOICARD Pof(TEE FLA57 _ —, _______ SECTIONMI, 4 CM PEA GRA.0 .. 11.,1 1 ---- -I'PVC \ . I �5 5-9" I n___. _ 'G` T — —05 ii .7.1,,I t 69 i I Nowa .5 \V) — �REA1 ROOF UNC 1wP ? I WP -- 4 CUNC.9LA0 1 -______, r I 7--- / I j 1 Q t� E�.-_� 9ARBA]Ue WI2.2—GAIV. I j 9TEE�SEGS. NRNt5 i O By I —I� OWNER.INSTALLED BY' ! ,_k3' 9.6• 9'.6' CONTRACTOR. 1 Vj I -T— t? uj I .' . PI T — — io Aj I �s 1 I I . - . IAP O -- I r— Fri ..‘" L-• TABIEANCI1OR•i, •. j�t 11� „ ��8 RIO.5CE OET,CIA I ! PVC - I �" j:--I' (61 04 BARS;W..—. -1 ' ham __y ;71,..r•;01 1 J• •IP.T.COWMN —.-- PICNIC TABLES. ' i•• , . — Oa STIRRUPS, 7•-610, Y v:R7.O.C.Mil t . ` i • c " i/JtWP n 9 - _ IWF,13j `�\ 4.�9 (/ C®J 15 e-rJt l m -- _ _." j 4..0, 'a I DOWNSPOUT(Os) 4 9PACE3 6 8'-0'=32'-O' _— 4.O• j • ••OISONStON9 i O 501 LOCAL C � i POWER RECEPTACLE FLOOR PLAN SDALe: 114_I o ?��1Y?ICAL RECEPI A( �l 36. C)'alc\ R°00-1,0_4'0 K OF col--„, 33,.3 f 5'-1} 12'-3k 1 2'-3k 5'_I i• 1 (ft. Rpbf op i 4'EMT C,•4 �3: Etc CO/(/M s '010 CU '�„ BACK OO\ H 5 de 2p I O GNO- -'-Rei !► O1 0 r II�(� t C�� ?� r„�MH ��. > �,-_' $-?:--� 33. / wP p0 /h.` > • \ \�.\./ \ i �0y O / C4 wp / .4`. ,Y 3/4'EMT -4'CONC.51AB WITH G'X 6' E•. '� \ - / '' '. 4#10 CU / 010 w.w.r.:rIu A3 REQUIRED(Nr) ... / \\ 1° d // //29.31.' ,''\ 2010 GNO d 27 / / \ / ' , i / �' / © _ \ /, / (N)G'TRACK_,A..., �R�/ • \ \ I \R�•' \ ��` 42'-0. 1 .,..„LIGHTING ..SYSTEM .- \ • \ \ I / LIGHTING T \ Ga 17'-5' 17'-5�' 3'-6a 11 - 1.0 (A-I) \ O(A-I) ..\� -`, t�O 27 moi( + 1YP \ aX\�00%• ) / \ (R / / • / \ \ ......, / \ ‘r �\ SPP/ / \ \O (N)'6'TRACK /'"-y / \ LIGHTING / / \ g ` /\ // J 'A \\ SYSTEM /� / ` \ / / g \ \ / / 2ceMl \ / \ / !� R Op 3,y S. /h i/ /r \ � -1 'y fkOR ' (wig ..I �'��'-9•X LAM.9.Y.P. 1 i.-'' ARCH C.C.A..40 RET. N N 2'-0• -36'-0' 2'_0' GI ft 14' I N BACK OF MN TO BACK OF COWMN 1 COLUMN I I 4'-I Off' G-14 40'-0' .- 42-0' • = '1= ,.....,...p....,.= --- — (E)BACK BOARD ..,..., .o.e'' .,.. ..4. —..._.---..—..-......—__ • .---—---------- ------..--.- I I 1 i (E)200A MAIN (E)200A MAIN BKR BKR PANEL PANEL 1 1 1 (E)GFIC RECEP1ACIES 3x 3 VIIREIVAY 11_ - .11 3x 3-VIIR-EIN-AY --1 I /. v1/ ACCESS . I I [I ._ 1 4 I H ri_"01 .PI (N)I"C FOR I LIGHTING , . 1 I H H . 1 1 ,_(N),..t..., FOR 1 I 3.I I I 41 - I , POINER L_ 2' I 5 I 1 81 I I I [-:21 H pi H . I [..3.1, H H P 1 H HH .i) , 1 1 (.i.,„,, ,,,,,,,,,,AuLE .(E)GFic RECEPTAC.TS 1 BEHIND COVER BEHIND COVER I j I f' I L_____ _._ ,('-A E X IS TING POWER DISTRIBUTION 'ELEVATION FOR BAND STAGE . XI . 6)ESTING ONCOMIN / TO SCALE (-- NOT TO SCALE NOT E02 -- — B'-0' PRE-BUILT CUPOLA 81ANDARD Fes.FpiJLE ATTACH /_____ WITi4 vAND L- 4 WIP . - yr: NICKEL BRASS gGp,11ATE?D COVER 4 " �C e` WITH VANDAL- SCREWS A ,,'� it ��::i1! .� _ � METAL ROOFIPdG ON WOOD DECKING ---� � p •e•re .��a PRE-BUILT GABLE %r,', a CsUTTEIR ''''''''TlIllt , , ,� „,,,T___ �� 1,,,. B/Im"xl 1�i"x4%�i"STAINLESS STEEL U-BOLT wMUTB I DpUp,IgppPJT ARCH LAM. — PLATE DETAIL 0 REMOVABLE WAP' SCALE: 3" = 1'-p” 1.11 ibi 8EE BEGTl07d°D° SCALE: I/4"=I'-O- SIDE ELEVATION STAGE FRONT ELEVATION qCK OFC 3 ���tf\ 5'-I ��,. 12'-3 1b" /g 8 C, ----43. 3 MEMOVAISLI 09 BgCk 4 ® COMER A .I LIJ eo C.�B BqC �0, f OF COCU / \ \ �" 8�SECTION / ../... \ AC B/ NN Ov CO •\tO C. ' ' DS ,--- . /` / I - \ / 4" MM. CO=. SLAB \ 11 acP ,N1 3;MEMO DOiIMS� / \ / \ / 0 10 CENIEQ / ` \ '-73\ 7 v /1 f-.., \ 41*.000 . ,� " / • \ 1 \-A •� (R�l \ ' �l \ 3' Sb" a 44 ,....-.0.7.4,, • • C.L. OF :.e0i /--.71----- \ 0., la 1 / C.L. Of CONC. '_R01W"C.L. e - F' i (A-1) �� — (A-I) n_y � v - �`' (�?L�lGj C0?1T sds ��� ` "♦ � l :O19 ,ISOLT TO �11� CUPOLA / „���� Qp �, EMT H GABLE R /�' 7000 (\ � ......../....4 \NOT� , V / i \ \c,\ II . 1 I . /Q-' ,.., , \ / I I \"; \ N al 01100111.11.11 / 40, A\\ / ` iJ \ l / �I R\ wOp SP{ ,>•,.1 �i 4 3A.\ 4.' p DS @ F TAC U I ----, /:: ARCH IAM. �� 279". .. —T n..a• 6'-113/13' METAL 14100:1ING ON WOOD DECK G 3Ii'I"'" I �` LOW PITCH LAM.BES x —Pe' 89URE TREATED COLUMNPRE80UI TFATED COL�1l 17 \,/i _ . N TEMPORARY "X"BRACING,SEE NOTE I//� V TBRART°)c'BRACING.SEE NOTE I� PICNIC_SHELTER SIDE ELEVATION ____SCALE: 1/4" . II-0" PICNIC SHELTER FRONT ELEVATION s u — — 36'-0" !0 N 1-- -g 1_ 1 1 1 611 a Er O O O ; . CI . I I I I I 0I �_ v I I I I ( 1 I I I IT -1ID IIiI ., f---1 -LAMINATED I I I �j ,-9s �'-8 -6` I i I LOW PITCH I 1 BEAMS-\\:, I Im — OIII" p �1 I I I I I ' TABLE ANG4OR9. 8Cd SEE DET.G/41 NIG t48LE8.I I � —P.T.COL. I I I . —P-T.COLUMN OT IN CONTRACT T; ri il fil 'F—Hi 1-_-- -- - -IF - - t -- - 1 -- - i —.--1 :a _ 1 • N {I D8 EDGE Of ROOF 2'-d" a'-0" a SPACES O 8'-0` = 32'-O" I4.- FRAMING PLAN SCALE va°.r-m^ 1 FLOOR PLAN I70 x 411., .,.._.. _. METAL ROOFING ON WOOD DECK ELEV. • :128.15 NOTE: 3C3".C I. THIS PICNIC SHELTER IS TO BE DESIGNED TO WITHSTAND " THE FORCES FROM FLOOD WATERS.ASSUMING THE STRUCTURE • TO BE 2/3 SUBPIERGED. DESIGN FETCH IS 12 FT/SEC. ELEV. • '12500 TEMPORARY "X"BRACING WILL BE UArD TO PROVIDE J- LATERAL SUPPORT. \ / N \ 2 THE PEAK FLOOD ELEVATION IS 121.10 �_ LOW PITCH LAM.ESE \ DouNSPoui CITY OF TIGARD i--PRE99URE TREATED COLUMN PRE86URE TREATED COL�1� / \/\,_ 1 \ L ELEV • =II6� Approved by tanning ��� /"X"BRAOING.SEE NOTE I TEMPORARY •X'BRACING SEE NOTE I� Date. PICNIC SHELTER SIDE ELEVATION SCALE: V4" • r-0" PICNIC SHE!TER FRONT ELEVATION Initials: ---SHELTER E ---- ---------- --- -- SCALE: 1/4".1'-m„ av`- METAL ROOFING ON WOOD DECKING alb-_ 12 Al%_ �3 METAL GUTTER • i` N I L- '-9"---1 -Lail PITCH LAM.BEAM /1 ® ppp I T fl O O O I '�_FIM ROOF LINE CEDAR FASCIA I �i I/ STEEL CONNECTOR I I I I I -- f I / CONC.SLAB I I I / I i i I I it I 'up T COLLIM r '1I�\\ I I I I OI__i1....,./7-. / a.:PSECUE W!2-:".GAL V. \ S:FEL LEGS. FURNISHED D�- o -9 9'-6" IBM .'-6- I • ( CONTRACTOR INSTALLED Dr STEEL CONNECTOR'A'.LAMINATED I I I ExPAN8ION JOINT LOU)PITON \ I BEAMS I I 1 4•MM COMM.SLAB / ANC.HOR BOLTS 01 O O I a � I I I I \ ANCHORS. TABLE DET C/Al liI I I I I REBAR /:k r • Led J I 1//,--PT COL. I ( LH —PT COLI 4r•CNIC TABLESI I .I NOT IN CONTRACT N N N 0 O O • /► I .- .I / CC.)\'C.PIER 1 _1 a o— s o I — T- e'- / / I DS I EDGE CF ROOF-/ L 2'-0" I-4'-O" I 4 SPACES • d'-D" = 32'-D" I 4-p- -FRAMING PLAN SCALE: 1/4"•1'..0" FLOOR FLOOR PLANo Ve SCALE: 1/4"•I-0' TYPICAL CROSS SECTION SCALE: 3/4",1'-0" c9OWNTFO 17X. MAR 2 3 1999 7FJ0)b KAMPE ASSCN;..INC John Kyle Architects i.:,; A COOK PARK IMPROVEMENTS IOW �""�„ �' ,` LOWER PICNIC SHELTER tom"n` 1» — •a�_J PLANS - ELEVATIONS - SECTION u' p ro (503)294-0767 o.[con Y [11 3/22/99 ISSUED FOR CONSTRUCTION • '4`: CITY OF TIGARD PANSAILr.'p-OH SCAM AS SBM ENGNEDtND DEPARTMENT NO. DATE REMSION DESCRIPTION ORAAINa.AMU r DIN pr VIVI" OM h7 u0 � OREGON MalLKuw.� FllE No DNC NAME. SHEET °AVtMIA M032A2.DwG A2.0 Y •` ,r MI,aoNa.. y<•y*: "` .'r.. -•I L a 'r ile ` t_ x-,. - _ _ _ _ _ appears clearer Ih•n the -"Air'. ' v. rl•.nl,she document i,of... r6ind yu•II17 + Jill)0 2 '��• �'h _ , '�. A•<. - . microfilmed t • ilj�fll 1111111 l! I(�ip� in. ; t, 1 N,s i, • . . ailrl► bYli�iit ', lfrtr ' - N1 A4/# RT R••1;61/!wilt R7 ;Ns, SY• _ - . - ^•_ --� • ett .L \ a•i-t. �? N 2 a 0 CEDAR FL*GA 5�� ... 1 ../ •-1 T K !1 1 / �1 to ! ACU 4 N. STEELxCOLL M coke.SLAB I •,...1 9 x 5 x'a' , / ........_.,.,....„E ` r / I \\\\ ° „_ STEEL=LOIN I i• = 0---} I r R Isere'� E� IS I -BARBECUE MANTIWi P09T • ILl®:E-'APEEC 3'•OD.()TEE-PTFE [..............K......„/".1 PC.d:D RF-Gv(2)LOCAT'OIS PICNIC TABLES,euPp•,IED BY CONTRACTOR ��� `r�_'_ I9EE 3 DI0- -� INSTALLED BT AWERIa '.'''BER ROOF o_A', I, i n �--- ---'�- 33 SLAB VALLEY LME • I CONCRETE SLAB7. I• o _� a. `'� .'S I e. "7-CONSTRIZTIU.'_0'NT I b 1 • a'CO•ICI�TE 9L�188 TABLE ANCFKOR an .n W/V o v,'t(c.EA WAY [3)LOCATIONS m I. 3 It 6 T 4(FOR • '� �' OVER b'OP COPS?ACTED SEE DETAIL•2ID2 / NAILING SEE!/D21 • GRANULAR FILL • rFLTI{IOOD 'B urE r+A�lTnuG Fob, fO— - s7.swEAn� II t AI P/i e OD.STEEL PIFE (FOR 9EEfl)LOCATIpN o GA_�CCXrCRETE9LAB9 rj i+ I I-��8EE 3/DI 70 NAVE A LIGI* / x-3/13' U07) __+ j��� L er:ax q.. .BRoO 1FIN16 Im ROWDATIGW�LdUI , ,tey. , ) -�� r I11 ' i yT �FOFQ�! ! 1� l ®/ !� i O ®" _. . i gt .-' � � i �o L'i 09 C G ! • 2*0 CEDER FASOA C DB I :-0, 9 0 0'0 _.-.- g`0� t� S'-0' r, a ; I• �+ Ste' 0''®• a 8•-C _ S-m' t- _ 0'2 19PACE8 0 0.0'.Z 0' I 4'•0' ] „b•0 C.;o 4 SPACES 0 0,•0".3T-0• I-' Lit cl)L an NOTES .� N \° I. PAINT ALL MISCELLANEOUS IH'ON AND r PICNIC SHELTER FLOOR PLAN STEEL,ld)TO•BaTS,CoecraETG �P{CHIC SHELTER FRA'r!`\Cs a_,G\ �� w w e o •r 0 ALL COLORa TO nATCW.ri$b7JTTEf3zlY U r • D I ,sA1EBo • j • 2. USE CITY OR TIGARD WILL:eliP LY AND INSTALL T1g PICN'.0 TABLES '4'•P-®' AS POLL.LS. DI 1 • (6)SIX PILOT ROCK 0 FT,AUii aj i TA@LEO,n�EL 9Rgy pA1, . „� I -T 8 • • (!)TI E PILOT ROCK.0 PT.ALIf7M{P'I TABLES M[6 PT.SEATS ---.....-- MODEL°)RWCo•6AL%el NOTE. @LDC FIN.RR ELEYATIpa, Z O Q 3. T 0 CITY OF tIGI WILL BIALY nrt BAS QCUe M0.P(Tidm rte. G U *EHM TREATED POSTS,TNe CONTRACTOR MILL INSTALL NE POSTS AS BAR FLOOD ELEVATION 75'3 5�_Se 8'«s�•@r OUBLE-TAPERED PITClx0D ONICIN ON THESE DRAJNSS, T►@ wawa PQP[TMG R:GE: v I CURVED GLUED LAMINATED HARDWARE AND B CUgO WILL BE 8 'LIED AND INSTALLED �� 3 I ul 1i1 'T'BER ROOF BEAM(STAINED) BY TWE CITY CP TIGARD. .••E'-_ t�.Y.� �5y ` SLOPE 3 STANDING WAN METAL L / @:C-C:ER 3¢•@��ss \. BOATING n/BARED ENAMEL FINISH MARX I • I I' 0011111111111 7 x S CEDAR GLEN) I I i� I ' I II I� I I!' .I J GO.-..C.9 a.:-Eq EN.5_ER- 1— FASCIA - - - n - _ 1 L i r II I '_Etc 5.1R.. G-CCE � , N. L ```` (PANTED)' DOUNBPOUT • r f 1....-°1-4 I • G.:-ER E 9'E •moo L - �Q , is�. / PAINT BOLTS TO \�% ', I I I+ i :e'3 $ 1 ,' MATCH CO 11IN) (223.0 OA AND(I)2'e OD, T 0 ,...4:,...6"_ �� �` i./ I £Z.R`-(X 0 % . a l r ^ EMF.'k'BRACP 9 x 9x16'STEEL [PAINTED)vEFKPI FIFE T� •‘ ,/.� y - a `'�.�i ��SEE NOTE ON SHEET 02 I I ~� .' -COLUI NB(PAINTED' AND SPACING WITH x �- I 5 a 5. .'WEE. u) • COLOR TO HATCH EXISTING PICNIC Ss€LT PL .' �� SEE- x 83 ^vb I I; • I I E'1 C `"B�G4' BUTTEk�LY G®ZEBO) �� i OeE hOTE O 'Cl8�&ET D2 E /'Mg:�G "1) BLAB OVER COf'AACTED DTBI L•y'a DRAM /' �` II `RAIWLAR PILLs /` SEE�O'E 0 9-E,':. tHOLE AT BLAB'LEvEL o L) d' �` 1 J tC �` !,�I I —FOi@ POSTING.SEE /02 Sgt PIPE ref 'I �; I I - =_Q ` _J', L7:JTZ M 1'4'C j( - 'o! I I I • •�_ . . CONE LTJ �3 T �- 2 PICNIC SHELTER EAST AND WEST ELEVATIONS : " ''' ¢' �DI j IV.-.1`0' (i -• 3 PICNIC SNELQE@ tiORTi- AND SC„'— s:=/.,:- C\S B r' .. - LBQ UTYOTIz?i _._ Cm — —..- - _ _ ----.•_^_� • (� DOUBLE•TAl BRED PITCHED AND CURVED F_• J�:S gv 3/i1'PLYWOOD BHEATNIri - - NAIL'Et)TO ulOdb DECKING SIDE R'e'a x Mt x P•Y GLUED LAMINATED TIMBER R00P SEAM I' o-02 • o/60.0. 4LL F EG.ANDIll?" SES CI TREATED(DEBDN°B7 BEAM MANUFACTURER Od a 12'EA UTAY IN(N.E IIlii 0402 r2.4 x 146 x I'•4• )D SEE SPECIFICATIONS FOR DESIGN CRITERIA) ;? a-24-02 FIELD : . �Gf1 s r� '-��� 17 STANDING SEAM METAL `�� 3 -STANDING SEAM V 3 x b T(G RANDOM LENGTH ROOF OVER 300 ROOFING ® ------ . - -yz METAL ROOFING CONTINUOUS DECKING.NAIL illFELT CN WOOD DECK ^ TO CLU-LAMINATED BEAMS �` L. AS FOLLOW):Ode 30'c/c. \ t f (NOTE:Or"'+SET 5'IN ADJOINS6 `` y v JS GOUISE5)END COURSE:I"CO � ,-- . 1 WITHIN O'OF THE END OF EACH ;� I � � ��' L PIECE GN EACH BIDE. • - ¢ x �_�� -&ZdDET.BRACKET TWO ROWS OF9 9 ® _` SEE DET.I/p1 DOW+BPOUT SEALANT `- 0 0 \w' - 7 r�� -STAIN :ND SEAL ALL EXPOSED FACES OF - v U • I,- p U' ROOF DECKING AND ALL TEMP.'X'BRACING ``\ -5.5 x'..' �� 3, , ROOF BEAT) SEE NOTE FEE-COLUMN V 4�'SIDE PLATES I T/ L" a W/4.'/.'o t1.8. L 8 co TIM aL$ 316V I I I I I _ GUTTER I ,'1 BRACKET FOR TEMP. I I COplG9ETE FLOOR SLAB I , I 24 e x 4.0'CONCRETE i BRACING(SEE EXTERIOR I I Q I ` P/ FOOTING W/1-'b x 18' / 1 x 8 CEDAR YR FL y- - - ELEVATIONS FOR LOCATION) LTJ-J e[.?,T OVER 6'COMPACTED / 15.13 FT. © \ GRANULAR FILL L_J CROSS BARB. FASCIA(PAINTED) ------ r I ELECTRICAL CONDUIT PLACED L ( 1 INSIDE TIE STEEL COLUMN TO THE . SURFACE MOUNTED TWIST LOCK . © RECEPTACLE LOCATED ABOVE THE 100 YR N.000 ELEVATION OF 115.13 FT. �(�( D itte, PAINT BOX TO MATCH THE COLUMN.FOR PICNIC SHELTER CROSS SECTION ELECTRICAL LOCATIONS SEE ELECTRICAL PLANE G:2) Ii' '10' nalnico' Fg J,wuru;4• r:; • �1 ATF OF O&V s g e Q • .� 2.4•S CEDAR r- F.A5CIA("ANTED) OZ LA r 6. °Z >"' Fa-U Z'� j • ♦ / Q i L11 Q. b' 42'e RC IP BAR 5 x 5 x Ii.'STEEL ,...L...6' y \\\� x i/// \\\ x //' /-5.5 x'.'9tEEL L I/DI LD CATIONS SEE COLUMN(PANTED) / • I/DI AND 3/DI / \, i COLUMN(PAINTED) I- / Z (z ACEBSED FOOTING \ TETIP.'X'BRACING / • .........„/ U_ ABfa''QUIFED FOR / --TE`IP.'X'BRACING <U BRACIYa BRACKET // BEE NOTE /i / SEE NOTE D < EASE EDGE SEE MT.1/02 / • �. / j 4'CONCRETE BLABS '1.RADIUS /,> u/44 o Ib'EA WAY I 1 U: h' 4 - v ,tet II {'..• ..:.1 II I .. : ''- . 1 II f.'^.... ......•I :� I� ' '"`••��� UQ 'I� I I I 1 I I. 1 I I I I I. � i I :. I U- �— I I I 1 1 I I I I I I SLOPE.PERIMETER _. m I I I I I I I I LLEr 'I 3 I 'L-7111 -U.-I GRADE'AWAY FIa7('1 o L_J L_J L_J L_J L_J SLAB All NOTE: L_ o �, I. THIS.PICNIC_STRJCTUfff W,_..BE tr':CER WATER;DURNG A FLOOD.ESTIMATED • I • \--b'COMPACTED 1-4--- PICNIC SHELTER GROSS SECTION VELOCITY IS 12 Fi/B.ALL PORTIONS OF?:E STRUCTURE MUST BE AB_E TO WITHSTANC ALL :: GRAMJLAR PILL .1:)2� V4'•I,-0. FORCEB.F�1FL007.TEMPORARY'x' 1'COMPACTED iNDfc"`] tISTUED SOIL CRATING WILL.SE BE USED. THE GENERAL • CONTRACTOR TO SUPPLY 6'WIDE W RE RO"E GRANULAR FILL WRE ROPE CLIPS,THIMBLES.NOOKS,ECG. z ABOVE TOP OF I • 7 14'a MIL FOOTING FOR A COMoLETE INBiA_LA':ON TNA'MLTC E5 -FOOTING I THE EXISTING PICNIC SHELTER L Q. a _ STANDARD PD.FEIr'"9.ULE h w : aCOVER• TTACH NI L .•SNAP LOCK LI gRABS'SCORIATED COr5R GABLE TRIM STANDING SEAM w WITH VANDAL- OGIEWB BY Ia00F METAL ROOFING _ SUF9+LIER r �\ s -s (2)c0 x IB'CROSS BARB r rain I' ) TH,�O TTI DRILLED HOLES 'I�I < �' _ I AT BOTTOM OF COLUMN CLNtM0006 �. LA I I •• - CONGEALED " , `� - PL7.00D I I I • FASTENER SNEAT.:ING iL 1 - 2x8RS. 3,6T�G(STA,E7 1 U CEDAR • FASCIA T 9Mr'x'6ieq'x 4'Iy. 32•C. k ; STAINLESS STEEL U-BOLT (PAINTED) II/NUTS CRATE ICONNECTION 2 PICNIC TABLE ANCHOR / \,,FASCIA DETa _ ;z.:: BEAM-COLUMN \D2) I 11.•I ®, 3 e I.® 'h •1'4' 1' ,... D2 \\2� 92.A.• 1.044 4-....... 0001001 444„1.1,6112001 40049 --- ..-..--_-. _ .'I is i3 2 ie ' ;o is zo 041 •zx z0 i. io za zT ie ao 00 . . . p Cars..-J'0.1eK -Ccofg4,e% .aa..e._- I a JIM LUNOERVOLD ENGINEERS,INC. L.."' .,`---'�--- -' . - JIM LUNDERVOLD ENGINEERS,IN.:, n -- ,n,R-2s4,o Lao N.E.�8pa1�6y 8we. •..cN••on__AL.,' _,-w�._R•ZoDD STRUCTURDaL C�IaCULATY0AT3 HaOR TH�L eoW H.L:OwM BAd. *• Poaru03)ORE06N 97213 pOpirllO,ORE 9721] 18071.1064178 COOK PARK. CP2 N$YON (60])!040678 Bou}A\ t7WfS Y RECEIVED 4/_3.02 IOWA FOR A. PG7V/L SfLE e`e I.Ji v_?Guru Pc v/� SNecrf n Cif Ut 3�.vly h g c City of Tigard W�lc•Y'. 1/• 70 C 11125 SW 1141 Hhd Ave. / BNLDO'IO I�Ef/q L1 G`a97�s f`I card.br 97224 Ci • .3 t71,s--- I'S .+/) /•SX14';� a• 2ro RE-Coot Park bapsemn Preen PICNIC SHRL'1'E.R .l /�9 SO 3'//Pf1XI' C. I'� Pr City nrTgad Badding Di. nw n las re.in6 the sutmundy ted bu &as rot the above 5-E,Sl✓1!L Zook 3 �O.0/tom leo wr/. rclercmrd a.Mem in aeemd..:.vh the Oregon Smnurd SPee�y (OSSC),1996 edition and I?_Uniform Fac Cade.1997 daoa as amended by Tiolain Valley Fie&Racks. B X • 5-A/o ZSPSF _ ZaCo i'lsrs have been submitted for Or consm3.:a3 of kith o strum=co masfliep of Reaavom p,2¢1 1+e Iailav kith anacMd3rmrte.Resommfaeilay ailh a3nched 000zmoa Arhuidinp q ,3 '7 +•S A•51.:- o a sal a price.!.stat..AO swath ere proposal to be.mann)tiaa s in the good pkin of he 'ED t EGF • 1 LL s �i.Z 9 hob1m Rnv. ",�vtt E ;i, �f/'� 11 LL a ��`+'eliik:tai <4r$i/y - FT a (0,29 X I g,S$Ie //!o,(Og1 11 Provide a copy of the pats era.she do..mocmouth.ora the protection or \""--------• �� v'3V --I f -e st histh nxelunicturk-momsa7ed.mie:ics from flood maths:The pfooedme loll address fa- 1.;,...;.♦as." ,5 /(,q/N� F,e,o-a'.I Cr �,QC O/-� L/`. cacti slrlxal.z,moms ted Nra uti0's izq 21 • Fkval oa w rx dva A La.k1 va cwa,a shim,a mks. by he ams Shan • tanun0a o�82-D n �• ' ✓ l/`.�/n X m / 53,4-5 L_. o It miry Ina rb`rnml ekvbion m n:talomtop m dr tam mod rids she 6otmm aline buv t mor m haiamsal)travel oevh.A bes hatead shelf be as pia theasszsied.dad ra�r�e.caaeq�mawa6 ser-r.earaa y, i1 301 j USE 50Q4`PE/L Cdr. _ q / •, Plans hive lxen apw.d so*.to the am.small abuse. f'Q/>l2/Ail 0-- i -0 'Ye,c say quea �enJiJ/a)e, /.l C o L.,If-, . om segodeg tba,o w 118810N IA11D0 .Flom canal mc ev.292. /3 a.. 1%.55 �3 • 50ip lr , ¢Ot`/ I hi IONIC EON! 3 �( MIND 00 NOH IMP. C f S- 1) SNOW LOAD 25 POP _ i e I¢• 5 e�L/K 1 LS ��/ a 1.58 Jia. Ii1ai FotcE� Co' 1,O(0 (uCi x'f�o s•�Es .0 I G JIM L. LUNDLRVOL(P.C. ^ f • 3 rave waa�.s�w.,..r k•pma Dasmow Ltc. e170 IeTalirnlRAL1 FAP. 12-31-2000 roc LG? t� �1 < /G•¢Ps (.,f/AJ4 75 Svc 5•� %4. j G..7o•. ^ •.!rection b p6 C$r I`.¢3•/.o< 17.3B .(JT " /,o :t. , /‘..3c,-I •4" M. uNn.efPll30m.9.a • 1 -- .„Uim1mYmlem.a- 1,1001 0001 or 0000t 0 111 111.11.3051.0111..103111.11.3051.0111..103002.0.340 1?126 SW ill eP,a_ dOR gTO3 3d ;. 3m a • 1� (MO nJo1�6647772 •- ..me ;, 0 4 1•430 la....moo s. JIM IUNDERVOLD ENGINEERS,IHC. c.u.o ✓- _ -1• bE5 L'JdDEy�C::'�+p1paEE(t8,Ray- ✓�i a, �'tgmp pots JIM LUNOERVOLD ENGINEERS.INC. ,�L a S-Zoo-a BOW N.E. EV I. .__.... wn t. g._Z.710a `-�•per L0/0 N.E.�aqy OAd. 1m n POR7IND.OREGON 9]213 I .._ pNE5e�-��. eLV/C. S//e-/e& PORi1AHD.OR[OON 97217 ..n (SOl)2Wi176 '� pOarti tl."SO ALI3 a (807)!844.376 a.omn- /50712E6677S •oti P 0.5 k ADpliad 1'atdral•foros, kiwi W.A. Oca+ h e ft distance-free'ground curfaoa to P. ft ••• • - y%.,� • q 150 pot/ft allowable aoil-brg Table 10-I-A, pot/ft �1 • b 2.00 ft 240 dia. or d(gg0oal d3menaion of a 1.61 poet, ��ff /,q9i � i 'tm''0 I''Gtc Yeeir� - q OZ N3` ` d ant 8.00 ft ' 'EETIOATLD,eobotfnent, Lt 6.00 for preaeure Ppb` gF•�yy/ PC/10C..SHtt7E� {- CcL. OEf(Saf 011.17 7 J ^ M27eR • �- AF1•a..7C Csa-0.SS Constrained I Pe nae ('1000'c to converge Ole/yLc-TATER�J Pa T�IyE'(J C.aoA!1/f/J Q .. f= 5__ e -5°O'‘ 4. 'r7eez a. O.SO .r. s_] 600 per depg•dth o d•2 16.2 ♦,ISaP 1000ah/(S_lab) Cl- 3 Z9 ./r-90 a_t 3.76 ft depth of eohedaent, ft / Fa e 27>O r,85- 23¢(P pa, Su.e'AC� ON COmtrained As eviJ'E fx(rl G •• 30 ONconatrained Praia (Alt) a to converge /O /�" //e C'7;5- 1:•,•5011-t I,i;O P /,(�SC>- s_1 200 pat gad oat/3 5P/meJ7 - /` 5 ' _ r' A 2.9 Lt 2.l6aPa3000/(8_lab) ,L t� 6� - Ctn..,Al GT4• d u 6.71 ft A/1♦(1+(1+6.36ah/A)'.5) SLOpE 3//z lit• d JJ�� A^' 1T NG mtconatrainea _!0`378,c!'a�-I•r.�e /7.c.,7- Fo•c / SS3A....7E SO/L TO f56 3/NoSA70J ZSP+ f bF; xN�,.sI. POLL FOUNDATZON--LsTOU1L BLARING TYPE FOUNDATION V S.l Z S x 2)'-tp ` dY�e,r(�Loro Io{� L. r£y ),*311/2 /fue.) i?7V<1L /✓.t4• ICL doe.net warrant that the function's contained in this template wll r l�7 a /SoP meet the aaer's car/hires/into or that the operation of the Drogree will rb s 2¢�x /•15• Z/�oop:l . Ot FtE�noJ G•.y< �� - --- e 2.-„• me uninterrupted or error free. ppp �a 1 SIJ I r SEE C,fLc- . EXT Sn'e r Sea UBC Section 1006.8.2.1 NonConetralnad, 1006.8.2.2 Conatra!nod and Fl/ A /C-e-J > ,•IS 6 /p/•/�P5' S ' S Table 10-I-A Allowable Foundation and Lateral Pressure for typical J 02' 1 allowable lateral reaeurea. F7-4 - U0 107 p `�a. SS�� f)ITC i s r5-2ii 6,4E'6d...,((•+•3 I �jf G9' Y iterate for an . Typically, very the eatlmiad or un d_eat .� to be granter than the required dopth for nto),aimed or a excetralne, E • /S�,ax30�.e I 0 - i conditions. It you have a mxioun depth welch eat not ba approaod, 1 - E31C;O r;S ( of/Z�S I ' J vary the width b. The math in thio tosylate'mem the vane approach 1 t m doe.the '1997 UBC. KS S Ie.a.o e b e S/L ` C..Q-+/8A$Ooc,r g./7c n 7, 570;) Width b la the diameter of a round at or the diagonal dieeneion e-a ¢ZQ0 of a aquere poet (or footing). Hance,b for a 3,-0.9 round footing ✓R • '�1 K Qa X Z C' C �-1 le 3.0 but fora 3'-O• aquera footing b 1e (3'2+3.2)'0.5• 4.24' l�I R 7 7 t: //•2 `w � • P•h •meant to overturn the foundation df_s I.5 -A .e, /.5-,.___ O- , fie•4b i..• y1C f. 7 IjfJ $.IZS</59.15 de Zrlt41-dtt 2 . 15.0:-6.5 •- 24.25.. To print in tot1-2-3 prase/Print Printer Align Go Page Cmit. Th: template iv set-up p to print in eoaproaead print on an Epson NX or F7 (",,,,,4,.. Crziss printer. 'J" UBC 1612.2.7 atetee that allowable otroaaea and veil-baerinq values ,�55,mC �d L• '7- 1 'X„ a-1..c-i2 ,.per? nay be Increased 33a when combining vertical loads with wind/earthqud 3 aPrif e- ( Nee-W.4AZ "h s/4 ` ;c• 1 bade or when lateral hada ere acting alone. Footnote 3, Table 18-I-s allows a 1008 lateral bearing inereace for pole.not adveraaly affect, .9 q 0?Se• �ut' 1 A:1 by a l/2• lateral trameletlon at the top of the footing. Una iudgansi IYI• D7 n 3 s3�a„)react ks- s .0002 ,,, ,ay,1 ,.'7 +�� S 0UP1001.^000.1.PLYIOOSe00.1 I ar....lrms when lncreming by 2k eltlpl for by another ]]8. - - 1 n - •.. • 1, 6valrs..Pamoaaeew • am am.mea _:,...7.307,3',.:00:::1'..t.:01.10. ,..• . w I r� 1JNir3J7V 0787 , ,..2...,m 2 b 0 6 ; b b ,o I s I."1"1. I I •i I I • .r..1. i. I'.. _ I 1 I - L I 1.• - - Io 11 I= a ♦ • 1e 17 . to ao 2i' ]a 23 is 26 2e a'a 3e an•.ao I , 1 �. ss l t- y•,- 1 f _ _ IIIII'h lhhhhlhhll __ -. •-Hf I t. l { 1 i i 4'1.11 n,W 1 :n1., . o. ,Ii 1,/�t 1,1. - es oa .« ull . .._ .._ ins`.-I ...s..w......-,•+-.nem•,.........-�.._. w-�tibC,s��Y''A-sk.'.:A. io•40..--",,,,,v.,,,, - - .. _ t. ..._ _ - _ _ e -_ _ _._. - - a. - _ - _ _ • _ , --- STANDARD----- --- 8'-0' PRE-BUILT CUPOLA _----- PEP�JLE a OOVEiQ AeeFl ASSEMBLY POR 4"PIPE. ATTACH ,,oma ` 19°I; NICKEL BRASS BGORIATED COVER ::ee 4, .`Pi�'. WITH VANDAL-PROOF'SCrEw9- f��m etramt r, ci.etilliG, ABLE- �` ' �(Lemon�� WOOD DEC-KNG -� '�'"./ °' - —r• PRE-BUILT GABLE METAL t'II: a• .. a , fir'%- , �,`�� �,_` CsUTTER '_� � '�' \ �. 11 r • _____4 /������* _ _ _ �_ 48"WIDE STEEL 4. / i�����.��1���►� \I , } PLATE W,HOL '•! 1 �` I% �\ SLOTTED HOLES 5/Ith"xl.4"x4,4"STAINLESS . - \I I � I9 �I o TOP STEEL U-BOLT W/NUTS a �ppUgygp011T ARCH LAM. TFit�J BOLTS • PLATE DETAIL II Off_ I SE REMOVABLE PANELS, /--48'et XV s SAWN SCALE: 3" SEE SECTION°t7° GEDAFt PLTIiID BOTH SIDES OP 2'Fi'STEEL STUDS SIDE ELEVATION scale ,/a"=, —o" :Imo FSR SCALE: 1/4"=1'-0" - DRILL HOLE:STAGE FRONT ELEVATION VER BOLTS. GALVANIZED 3ISTEEL CHANNiEL . A5 �,�`r1C'C. BR�pfl1�6 g,_1,�„ TY P@'tAL�GONtO. \ qCKOF �cf\ 5'-I '." 12 3 1b" I2'-3�" WA{EX HEAD BOLTS \ CO��3• HEAD SET SCS• \lg �"� "C �,�, 3�TfOVAEILE Pm�L9, ION ® REMOVABLE PANELS �� C BgCkO 016, CENT E COLU7"NS, : 3• = 1'-0" / O -- . / u . OFC / \ SEE SECTION°D°FO:B DETAILS / \ BgCK (7Fa��„ O.. ' / 1 \ \ `\ METAL 13N wooD DECKING 41N\ c0 c, T o Dg �\ I C'�• / �a• MN. cmc. sLAB \� �� (M,1�\ 12 e / �1,P0 `� �0 0 DOLLN9POUT(D9 `��e�Q_ fi• / \ / • #11110011111r1°1°111 / 9 r10VABLE PANaLB, \` C> B COLUMNS, � / It. \ / // S�SECTION'D'F�DETAILS II / ;---s \ .--\ ...,c A:s '� • {_ ."y-;, r -METAL GUTTER (-4,• /••/ / 1 PP` 0\ \ / \ 4 �....44/0 \ k ..,�- r \ 1 CEDAR FASCIA / (i. \ 1ipFtER lQ��l �� C.L. OF CONC. R`fT01"C.L. OF ` Of COi '( 0 C.L. OF ' / \ 4ret. / / �` - • \ ARCH LAM. I . (A-1) — (A-1) vc� ( - - �� �gj CONT. / 9{�1pVAlBLi104 s PANELS. 1 �"` \CUPOLA / / \ T TO CENTER BETWEEN Urea, A / • 0 ,BOLT / DETAILS ANCHOR BOLTS \ GABLE �' ' i 4" MIN. CONC. SLAB/` (\ \ \ Tgp EKPANSICNfiOTTP / kQT W OONi1i7cLT . a'� c�{ol-7 JOINT •Z/ / \ N\\\ • / v I STEEL CONNECTOR /%.!?." 0 \rt / ck';::' '...' 't \ .--.N 7 REBAR • ✓ l \ Fq Plek 1`01 q "4� C 13 pNT FBAR ROM ANCH. BOLT CONCRETE PIER \ -"'"/ E.P ,r DETAIL"G"/ D' 1 TC CORRES. ANCH. BOLT (NF) t:: \ (Al.../) lH,".l / \• \ / \ / 0 / THICKENED SLAB \ / \ '� /C DETAIL _ OCROSS SECTION SCALE: 1/2"=1'-0" ARCH LAM. �/ F CJ \ B PRINTED --� SCALE: 1/2-.1'-O' '''m 14'-ha 3/16" �'-i®3/16" r°''1 u' -- TYPICAL AT TIE BARS EAR E 3 1999 I3/ BACK OF COLUMN TO BACK OF COLUMN I` 42'-O" KAMdFASSOC.,INC,. _-- _ FLOOR PLAN I sCALE: i/4•=1•-0" FRAMING_ PLAN scALE: 1/a"=1'-0" -- COOK p 1 r-i, i ^l-' , � ���� John Kyle Architects ',,:`I,, a Iwo co�weuLTM DM" c .•Att :`p — rr' /' -PUNS ® VAT6 ES- -DUMB •s, NI sa.SEM PORT=ow=mat ` r c 1„„ mon:� 071a o CITY OF TIGARD EN FERENG DEPARTMENT DOG NAME: SHEET iu rax:I z- o7eT 4 1” OREGON 1� FILE No. Qla03tA1.0.7G A 1.0 1Afl aC NY CUM ll O. a DATE IswED l oa CONSTRUCTION GRAA'cc 6� SPEC d EW COI OW= ra w osMt tauaAt oar IW $ NO. DATE REVISION DESCRIPTCN DM 142/C6 amb .s 111,1'I:JV 00{01 Z '.1! -L •S li(EJ5 U?'"'AVENUE _ 4� Z_ 1 1 a."•"..t<2 't'. "t1 .,...a.,.,-..%' "•17'Y_ � ,.. 1.4 Fy .r -. 'P:P11'"-�.E 1 =�_..J,r1'1 ` L}- � w. _ `• ? �1' • -.J• .r. .t., `t:-�•. .....I,R TIL^.3.Zvi c. .r..- -"t)7••'-`" -� i .t :Gr,.• L^:n>- .k�:t..t�,�i.,,.3 •�A. L;` j� *', �" r:� . •�,•- =Y. .. • • SZE El Z Zine te I�r If this nonce Appian clearer thee the v .1 1 the document Is of marginal await,. 1 ,t•Ill n»cmfllmcd 1 r'�+ 6-11 .7''''' * � f ; J`� - i...via._ umenl _ I .ie� _ �i •• II III II ,"''f illi I�i tli' • 'T ;L s� �'$ j) k .14 is-$ +'2 lrl:P. �� ...:-,_.1.,-.4.i -- � - ... . c �..r. - - - - -- ,:_ _,..w.erre' r>A IRtO.•z�:LI?1`SJ�... .= �i�e • LEGEND GENERAL NOTES CONDUIT STUB-UP O A REFER TO DWG E8.0 FOR GENERAL NOTES. PANEL/METER COMBINATION %�/ .,A i B ALL CIRCUIT BREAKERS IN THE SOURCE 240/I2OV PANEL SHALL BE GFCI RATED. 120V,1?,20A,NEMA 5-20R RECEPTACLE a 240V,11,20A,NEMA 6-20R © RECEPTACLE KEYED NOTES JUNCTION BOX, J-BOX O KEYED 5566..!! GROUND ROD ® I PROVIDE AND INSTALL 120V, 20A WEATHERPROOF RECEPTACLES IN LOCATIDS SHOWN. CIRCUIT AS SHOWN Under9rode 2 PROVIDE AND INSTALL (2) 6 LF, IJV 2 CKT. TRACK Electncol Conduit LIGHTING SYSTEMS, LITHOI'TA #T4BL, #TBBL, AND TA4 \ STRAIGHT FEED CONNECTOR. FEED THE TRACK LIGHTING SYSTEM WITH LITHDNIA #TAI FEEL CANOPY. SECURE THE TRACK SYSTEM TO GAZEBO STRUCTURE AS REQUIRED 36, TO MAINTAIN. A MINIMUM Or 1W-6' ABOVE FINISHED FLOOR. CC.11 `10 k°0,.1,4° 3 PROVIDE AND INSTALL cS) NEW 250W PAN38 SPOT OP,...„,01'-'44 3g,3 GF S'-I I2'-3i' I2'-3�' S'-ii" ADJUSINCANTABLE ABLE BARNESCENT TDODRS,LITHONIA IT pN P #IA BD48BL0. MWITH OUNT (4) STOC[ 8 FIXTURES PER 6 LF OF TRACK LIGHTING. ROOf 3if, --.of is,. 4 PROVIDE AND INSTALL (4) NEV WEATHER PROOF 120V. 4'EMT „ C��gC�0�3= F CO(VMy 20A, LINE RATED LIGHT SNITCHES IN LOCATIONS SHOWN pIOCU ...,, j aFC \ `T� Ar �iY -�G�`2.,- 33, 5 / ,5 ,,-‘) ....„ `���� /-, OC �' fry,` > ��� 2 \ / ,,, p v r r / +}L. X 3/4"EMT 4 \ „ 'CONC.SLAB WITH 6'X 6' `� �� r / '\ �` / // �` 4# 0 CU o 10 w.W.r.:riu.A5 REQUIRED(Ne) x'27 - ``�. / / 29,31�' �• 3 2#I O GND .1--" ,-'- / ` STYtt-D ROOF / -7/ \ �\ /� / %` EDGE 5, / r/.,,/l iJ 5 O %• //`�� \i'-t\ / \ CEDAR F4ASCIA \ ' C3 n. / fR J \ ►k. I / R,11 i \ 42'-O' 'f' �P� / (N)6'TRACK �J \ I l"i \ I TO STAGE UCHT5 O LIGHTING \ ' (N)TRACK \ \ 17'-5�' 1 7'-5�' 3-6i' i • \ I / -� LIGATING i / SYSTEM - \ \ I / / SYSTEM 2 t / \ / 5'X LAM.S.Y.P. N)LIGHT 5WTCH FOR STAGE Q (A-I) _ O(A-I) �\ _'S , u,'`` 2711 1 , ARCA C.0 A..40 RET. ' UGFITING CONTROL 48'AFI T fIEEF I' — + t:R �• (N)GEIG RCC[PTACLE 1 , , / QI8'AFF _ `� � " - / r \ \ / /J ( BPR / \ FI\ \)G. 00 •--- / / \ \ / / (N)WEARTYER PROOF ANCHOR BOLTS(NFT l J-BOX\ \ C / (R A.Xi /Q�l \ j \ // •/ \• \\/9, \• / (N)RGS CONDUI �I tr �\ �P •/ / \ \�/ (N)6'TRACK / y' BACK OF STEEL BASE rill 5HOE t \ / \ LIGHTING / /s - n / \\ SYSTEM /- / 3\ / d :I \ / / .4 \ \ / / 2 \ CP,y„ OF J a d.1 I g• \ `/ / \• � (l ,.� •PfR R T / 20'000NC/ (N)FVC CONDUIT .PIER(NF) 1 1_1 04 STIRRUPS, I'-G'0 / \ 12'VERT.O.C.(NF) ( 2,-0•• 06 3 y.- ARCH C.C.A..40 RET. N ?'°' -, NE0 - z'_a 36'-0 2'-0 'o / CROSS SECTION SCALP: /2"-I - -- 6''I}>1' 14'-10 ' I 14'-I ' 6'-I 7 O BACK OF COLUMN TO BACK OF COLUMN �' 40-0' 42'-0' GON @ n, GAZEBO LIGHTING PLAN SCALE: ,/a-I'-o GAZEBO POWER PLAN SCALE: I/4"�I'-0' civ E. 6�IllkP pR1wYE® -- lEXP*REs: 12191189 I MAA 2 9'1999 KAMPE ASSOC.,INC. E,: Q,,. C 0 K PARK 9I ,aP�= OVEMENTS G.::":„.7-I-,,, .- _,- d.N.OIRt GAZEBO INSTALLATION qql 1E,-.1.=,,),17-T7',.-1.1:.-- 3 :'Cl= In., ELEIATION/FOUNDATION DETAILS zosss$ TM�,eMl � Gm1 97oos CITY OF TIGARD ENGINEERING DEPARTMENT SHEET 171 OREGON I]I7!an HMI�� FILE N0. 99150 DWG NAME: bid Ti 6�A ri raim, 'np-.1mg?mu„ ge l soEz.o E2.0 CAD DRArIEpFAX�¢ mg? MAR 191999 euP tuna 00497 tippygi' AVENUE 8 O 19 T _. r : ^. . w . .. • �• '-a,,. ' 1i -z"i:•:zi,.. .-8. + A• ',. r'L i .4,,• t:-.,V., W. P�. y. t ^v,?t w7.c• „-..r.4 +�CA +d i.< `-i,;i14n•a:rs � i i:r ;� 'z9 V3: ti+ cri': a4:; 4�;,I- 'Ti ,,, ” .A,.ti,r.s`=?,Ye-{ J„ ,,0•; - . 11111111111111/111111111 ‘„1.01.', , ; .:�'' 3s, r x,- `:,.» ,ti ,,,t-4.,.. i1,^ i ,, t • • ' ' • • f ibis appears clearer 015111 the .9(•ittt;eIUp 0 Z n..13s .� f. , f• ' Yac • • "`'^' r .':a ♦ si ,i ,> yx�s04` •• > k r•..- - ument,the document is a marginal quality. ,,,7EC -.. _ �-;microilmed - { . L1x 'd -rt- r -v•9' t, .,,,,,.4.1/2•7.;4:7,,,, 9'; . n -r:j ^vA , _ tT t. ° t I1 (T 1 • '- IIi'- I-PIII1 It • ITT,' 11 rt! 31. rJ4 . . 11,_ . gl._,. - 3 .1. • I . GENERAL NOTES A REFER TO DWG E8.0 FOR GENERAL NOTES. , (E)BACKBOARD - " r — (E)200A (E)200A ( I MAIN MAIN MET�R BKR BKR BASE I I • PANEL PANEL i II _ _ _ I (E)GFIC RECEPTACLES 3x3 WIREWAY ■ I. 3x3 WIREWAY 1 v4 ACCESS • I-C I 4 171 LI@ (LIGHTING FOR I 7 [idly ii _ f I ( I, l — ,__r ro I"C FOR 1 131 1 4 LII -- I E� I " H I J 1 fl I IJ 2 5 8 III ENCURE _ L I RH 12 Ct.)GF'IC IECEP1ACLES (E)GFIC RECEPTAC,.ES • BEHIND COVER BEHIND COVER I'g ;• } fI H - - - L- - - H I. (I T 11 . ( A�EXISTING POWER DISTRIBUTION ELEVATION FOR BAND STAGE/ •\ EXISTING INCO",'ING POWER ELEVATION — E 0 2 NOT TO SCALE t E02 NOT TO SCALE 1 i •• I .1 • p a.. 4 I • ' PRINTED /p E. N 'I MAR 2 3 1999 Emmet I ' .• j I{ KAMPE ASSOC.,INC. ` ,j 1 :I E _ COOK PARK IMPROVEMENTS C% ,z:`-J'-_,,L7GAZEBO INSTALLATION ' • I E�0:44E.IID II E4A-NA; 4404,-LIIIJ DETAILS I 20563 5�I V.KFfc/J�',A1011A ES'( 9799E _ I (502)412.1993 (503)5 19 CITY OF TIGARD �u[ q( ENGINEERING OEPAR TMEIIT FILE N0. 98150 DWG NAME: f,HEEi 6575: F2% S PA 9Y. Pa OREGON 13123 sR.KOLL A I 9 5 PA Y' Y luso p me GM wKiEn wm {san u►�In 98150E3.0 E 3.0 AMR 191999. 1 l 9uP 17990W02 I. 1700597"wI NUF I 0 C 11! I *' -",-10........,,,,,,:,..rJr V.-4 J`,74:§EM P.F fir:. ati "A;y'L,t' k•!s'•;tom;3" • '° ,......-?.,w,�y ` i ^z�x....z�-,�.2„�y�L7'�".'' 't•• -. .. !�1 'A--,1"0:t!- ,,,:,,,,,,,,A: rS • '1r fhb notice appears cica,"er than the 1 !4n., Jun 0 2 2�.;1:4:.- t e¢'' 4.%:::);.77-4.P.�.' 3 -r ;y_. -F 3,�--- R"+i2.• •. •r• :+ I,. r I' umenl,the document or n.Ir Incl unlit a `t Z� 14�r e+ r ` '•'00 'y'yC j 1� 4' : 9 9 r•:'�{ >3?_„3' microfilms d•'�.�g ` P t ,* x §z� a• 1I1111ylllll Q1UI11 i ' ►�itl: tl !' .11 1.1�n 1111 ( ! Y!R i1! • ( ; 'KC. .i �i .,. 4qw ..' s �.� - a. f��le,E. rl'--'-� �''�` R' "i, L.v..fr - t I , GENERAL NOTES A REFER TO DWG E8.0 EOR GENEl-•L NOTES. 8 ALL CIRCUIT BPEAXERS IN THE ;GUR_E 240/120V PANEL F.HALL BE '�FCI RAT.EE, `ii� KEYED NOTES .i 1 I. PROVIDE AND INSTALL 1"0'!, =OA, W.EA THERPRC' i1'PVC R°CEPTACLES IN LGCATIGN.S���tiN. - `�I CIRCUIT AS SPOWN. � I - 5'-9° —� D5 I ` � - ---- _—#— I os I LEGEND /� 1 • m va �i I Mr n; 5 ® I m .� ROOf UNr I I I CONDUIT STUB-UP CJ 1 ,`V PANEL/METER COMBINATION G/�/� WP 1 120V,!?,20A,N+'Ma. 5-208 RECEPTACLE CD -, CONC.SEAS vbl I I 240V.(d.20 ,NEMA 6-20R r I 6 - •X b.COLUMN RECEPTACLE I <0 I I / CCA.TREATtTJ.-O 1 / JUNCTION SOX, J-BCE f�,f) I// I GROUND ROC t�" • 5ARBADUC W/2-2•-GALV. I /--- RECEPTACLE OW) undCrg.cCe —£— I / STEEL LEGS. FUP.NISItOC BY lj/ j I OWNEF;,INSrAUEO Brr_r_ill tP J-E0/1 I i CO%TPACTOR. I r . 96• I _ 46 —''— l- I cit .,j/— 3/4X i 8- 1.1 BOLTS(NF) j I i I ro Q1 1 I —ars CONDLi(7 —�- Off-y TABLE ANCI1OWT 'T"3�:��i" �: ; i; '. • S PVC :11. , ,. <<-0'0 CONC.PIER(?!F) (6)04 BARS(Nf)—�� i •e ml -h�iy-_ l I mi I . i- i1i m •VI PICNIC TABLES, F -h--.--P.T.COLUMN _ I /4 STIRRUP$, i'e"0, ; 1 1 ,� •' 1�LGQN$AG(——— 1 /11 _ -t/1 I r v scT.o.c.nil , 1 tip 9 (®� 9 "�"�' "I II,13. CJ I S �, a� i'i_-i_-.�:U.I 77,' __ / 1 DOWNSPOUT(OS) D5-- / • I 4'-a I 4 SPACES®8'-0'-32'-0' — 4'-0' i •••-DIVINS40$6 TO SUIT LOCAL CODES POWER RECEPTACLE FLOOR PLAN SCALE: l/4'-I'-O• _TYPICAL RECEPTACLE DETAIL L.P.B. CROSS SECTION �1 — — �: SCALE:3/4•-I•.a • P 45(1.057:10,P . 'I' D • /,1//.:4/14 Y DREG:+ • tt• PRINTED /'/P•E''10 LIAR 2 2 1999 EXPIRES: 1? 1:•: KAMPE ASSOC.,INC. COOK PARK IMPRL VI•- MF N i'S C � I,amL4>.G rowanLOWER PICNIC SHELTER INSTt-LL ATION 4 ,_, --_ - 1 /L4 ,11 ELECTRICAL POWER Pt AM vases i�b1v wm 1�Ar'+ia o/eaa 1 CITY OF TIGARO ENgNEERn1G.GERARD/ENT TUENr IND fn Wit IMO FILE NO. 9A150 [we.NA1AF.. _-- ( z-IaoSHEET t tXiEG;l+ b. ,l`: 9Ps �k'7cM ' �prtartcm .^ NI•:0E7.0 E7.0 1 1 n na-ns+ - .._. MAR 1 81999 11111.100P 10402 1 7005 U't't"00I'.Mil l for la ]"1 .p. .,y. ,,,,..- ,,,,F i •'r ;.v -^ ',.4,74,4-4. ,7' Set , 4. 1,, '"�.. •;,4,y ,,k,k ••.--,-- �1»• r istia xv- ,:,, t.>4 ?x♦ d+n 'f' ...•.`. .I h 2�- -1' l:. 1 ti'?�{�'11:••-Y„� .< 4¢�.��yx13 ;�`•e., i "� ' �..�,.0 'c tiS. a`y '`•ar '.;.i.• y+ `f • 4 �:NlF� _ s If this notice appears clearer than the ^ ��yi.�" �h„(",Rip 0 Z yt3 e�tet.,° "1+51 �h 4 .S•C.tlikettcl ',-w•'r 1 L. �''� Yom. ' f maw,the document 14 of marginal Quality. 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T I• I. 1 ,.�' t\rT---T l\ , l\_, . —'-7 �) (...1 (;1'1 t 01 ;®,� 2 r-'5 x 5 x'.,• `I- i-ROOF LINE 40' �� STEEL CC'--L1124 4 CONC.BLAB 5 x 5 x'.' a" a STEEL COLUMN /-- 1 F7 �yl}+�C O — -- ,. $ p • • ' • i.' °RESSIIRE TREATED i - DOJBLE•TAPERED --BARBECUE MOUNTING POST ' aT PI7.,.IEC 'UR•/EC • 3'•OD.STEEL PIPE PICNIC TABLES,SUPPLIED BT CCNiRACTCM2 GLL,E7 LAN:NATED I ( LOCATIONS I INSTALLED BY OJNER gg § § �/al /./ TmsER ROOF BEAD g o-- Its y} -p- O -- 4 SLAB VALLEY LME - § 4. y n ---CLNCRETE SLAB m .nr. i,,. / / �/ CONSTRUC-ION JOINT ... . Q t Q • u `� b �'CON;.I�TE SLABS -3 x 6 T F G 't' '� n. . .. .. r I G/'{a TABLE ANCHORS- ix . OYER 6'OF COMPACTED (31 LOCATIONS I NAILING (FOR �--' NAILING SEE UD71 r GRANJ_AR FILL SEE DETAIL•7.117 / I ' r ��`J • 343'PLYWOOD• ,- (......,01) --. .. f SHEATHING ,w 1 BARBECUE MaNTING FIST -----' \\ s?AGGEREG , �•�dR -]Ve OD.STEEL PIPE \ • • fFOR NAILING SEE ��.. �� C. .A (V LOCATION -ALL CONCRETE SLABS 7 ADv _ /`p 4! �/ SEE 3'111 TO HAVE A LIGHT L. FOIPJDATICM BELOW •.,s4auo alrAx • a BRCJI'1 FIt+81.1 (TTP) -. 1, g tj §, — — ______.4.i` ,© ,1 I� `®�--'--� (®1 `®) T in"ilt--- � i®� `®) ,`a 1 (1't I 1 .. < r z : �lFOFORF �_-____ I / { I I I )x 13 CEDAR FASCIA �' I I OS •• vu ucam, `A J {e__-. a a— ---°" ___�--L° --.I- �'•o' -i ,._ E1'.0. 1 —_ !yr Z' 8,0'. •0'3T '• IJ: l�3 •-- ------^�-----------------1 SPACES.--- - ---- I A'� i''0�) A SPACFS a p•-0'..37.0• N•i.• ,.. -'T N i �/ t.iJ it NOTE: Ill O.6 /, -'s • L PANT ALL MISCELLANEOUS IRON AND I) \r e�:_ I E PICNIC SHE_TER FLOOR PLAN STEEL, w • - SPEI:LGL Pi ` VIREO `) F.F, r Ni ! ALL=OMB TO MATCH THE ElUTTEF�LY PICNIC SHELTER FRAMING PLAN S'a1oel� 5 ''` I _ IV.1.0' GAZEBO '.G'.1.-0' I:. <..oc.,:....._ 1.- ..., l) Q U\'iDI 7. THE CITY CF TIGdfrD WILL SUPPLY AND INSTALL THE PICNIC TABLES ..aeFOILOWg: « I„RG^.K B FT.ALIAMMUM TABLES,MODEL'XT,G•BAL z='.: .• !bl BIX PILOT -3 aL af3)THL@E PILOT ..c sua tIL 0S ROCK 0 FT.ALU'IL�U'I TAEiLEB Wy 6 FT.SEATS s.• '.'•MODEL.F XTHKG•6AL(EI NOTE: BLDG.FIN.FLR ELEVATION 17195' (. e:":' .. ' 0 7C)TL)--- S. THE CITY CF TIGARD WILL SUPPLY THE BARBECUE.MOUNTING 100 TEAR FLOOD ELEVATION 115.13' i =.c JF S edFRB S'Av7 ARD r-PRESSURE TREATED POSTS,THE CONTRACTOR WILL INSTALL THE POSTS AS JQ ...1..E. A '•n I DOUBLE-TAPERED PITCHED BFIDUN ON iHFBE.DRdIIAHGB. THE BAI+SgEC S l N1MG f-.���^� 'j\ N CURVED GLUED LAMINATED WARDWARE AND BARBECUES WILL BE ELFPLJED AND t03TALLED '-' ',Ct/ 12 \'---- -• -- - I1=-Y.""•. , • -A..TIMBER ROOF BEAM.f9TApED1 BT THE CITY OF TGARD. ' -I -( "' ...:.44......:.01-5':4'47.\6 kp.LkR'., 5€L- III ..��.®--.\ I ii..-FP-E1 3 STANDING METAL ROO?WGBAKEDII I I i1 I I I i,".•&OPEL FINISH(DOAK IHI : II m • S tER'6EN)` J -�__ L . , G CI !I_7xBCED4R _j--- FASCIA(PAINTED) • _ I \ iI I r •a d `� - PAINT BOLTS t0 � ', - - - -. MATCH COLLINS (L 3'0 OD.AND(1)7*OD. p-0. I (I 4• u •is. - I! I ii BARBECUE PIO(NTNG PIPE T'"!"� <,`�"TEMP.'x'BRACING IL'• (PAINTED)VERIFY 8178 ( I 5,x 5 x•. 5 EE.. IL SEE NOTE CN9HEEt117 5x5x . STEEL COLU'NS(PAINTED AND SPACING LATH I I (X` �- TEMP. BRACING I I ! COW'', 175'3 (,.) Si - .-,_ / COLOR i0 MATCH EXISTING PICNIC SHELTER // •� SEE NOTE ON 54!E?02 i 'FA•`R,FLCOL' CONCFETE• BUTTEFFLT GAZEBO! ��- ( I I _ -rErF.'E''5-'E �-' SLAB OVER COMPACTED DRILL(y'I DRAIN b / 5£E •NC'E 5-xiE'111 ' �I. • `� 41 9 GRANULAR FILL HOLE AT SLAB LEVEL /n �, I '' .i1 .. I I 1 1 1 •Q, - .. , .. ---, -.. .. --_ F.\FLR • • I • I 1 I, 1 `FOR FOOTING.SEE VO2 -� I I I. I I I • • I T L I I SET PTFE 1 .1 1 1 .' I I — — L_J I _J INI'-O'ex I ITL IT1 - -- CTE L..J LTJ �_J ---'� ___I .. . 1...._____ ____...iE•03 . �-` '-3E•07 / \ 2 PICNIC SI-FLYER EAST AND WEST ELEVATIONS •�3 \PICNIC SHELTER NORTH AND SO„'M E_E'i4'CNS -46,- _________ DI .I-m 7' . • LE¢'�dm StT79 t: Cmi 2 i. : .A � I.b, b o .'III is '1';.,'4 I.; '410 . ..t '•.•••• o _ _ - ,e! ' '41,"' Iisfe xo ii is 2J 3• 2p. IIe 2) GO 2e 300 " s •' ti �� .. • I PLUMBING LEGEND u::::T:(: TEA.7 r '--6---, I .3.1W.SEE CPPL AFF ABOVE FIN-SHED FLOOR ARCH ARCH!TECTURAL 6 • 49000NTINUATIO'll • glii B.G. BELOw GRADE • ". 4-•' 02 LT ® BTU NT. BRITiSH THERLFAL uNLT —..• rA • Ill 1 COST. •1',/UP GN 1E ';• .''':: r, OF Fu:MP.'P. COLUMN i I 1112:mENT I riAil ROC• DI 1,...L1 !:. L .. 1 . I • I --•—/- I 1 I I • . DIA ELLAuETER ELE" ELEVATION I EWE ELECTRIC WATER COOL ER 0 ›-. .. - •• L._ L • ' > i I FD FCC FLOORN .CRF • FIRE DEPARTMENT CONNEC•:, (_) ',I I I . ry FINDS..FLoOR U FIG FLANGE .! . I C , •I I. 0 i i . 0 • • I . • • F1 G GA. GAL,. FOOT/FEET DA5 GAUGE • oaLmANIZED 7?. 02 f n . ,. 0 ' i 1 j - GALLONS PER LLLNU•L -E i jj CO I GATE vALLE HORSEPOY.ER HOUR - • , • I i I- ---- — . _ 0 iNvERT Et.E....TL:N I II = ,7 — 137. 1 I •FD., I FO.I I '1.;;RRP:':: K,LOWA.7 LAVA TOR• pi i 195 FAx POUNDS maximum '' il • C :-.) 0 • MOH THouSANES E,"R:..,PER••••.." ( I I I I • • . MIN MINIMUM M.J. MECHANICAL.:2'..1 • Iil - . N.I.M. NOT IN MEC..,AvCAL -. _ . 't CSIry OUTSIDE STEM&••:-:E . . •• I I - TROT. PRoTECT•CN •-- - • • 'F, I PIT PRESSURE R [ RD • lo' p5L.psto POUNDS PER SC..,RE IN:- .•••••• .• • MS P/t PRESSuRF./.E.,°1-R'.-:': . .. ,, . --. , _____ __ REOG REOuIRE• ••• • • - ••-.... , • VB. REDu:T.-0 RE5.5.. 1 D.L:., , I••-.F•••••IR h ROT. REvOLLITIGF.5 PER L.••._• .. . • V Tyr, TYPICAL UR URINAL . ..-•• ' VENT 7,-RC...r.-'T:7, _ ,1 •Lk. ,IL: WATER:L:Li. . • ( • s! (f.;) . iiir S -- ,.L.,' ,. ,1 0 'll: DS • --- I I 3/A-Cw------j' , .. .2-f..-.. . c.) SHUT-OFF ' , vALvE _._----SEE SITE PLAN . ..... - kJ ED" W FOR CONT. LI.1 0._ci . . a x 0 11 , Nk. 1 PICNIC S;-;;-...I.TEI FLOOR PLAN 'PLUMBING CON :I::':__...'_".1:......_;-,..!.'„..E .__.._. _. . . - • ti) p-- lil Illir P.3 • v ) 4'-;'i.--.5,--.----- - - HB-2 HOSE&BB . . FD-1 FLOOR DRAIN 9. q LI I .. . .. , A- -- -------- --------- ------ ----• . — . 0- 0-•</ _ pV 7-1-- III () I i-1r -1;- ' 1 -I. . , UTILITY VAULT(S•NEPYECH)STI,80260A 0• tl-= '--Z-4;.•-: •, ,- I 1.', SKJI-OFF v.EvE . k; •''..l'i in 7 , , l•_----•‘---'-------, , li • EILLGR_ILE 1 `-' ,11.m_YbY 1— ?__,,,.—. I.— .,, 1 7."5Q...____ _____2:-.1:5Q ..L5:.' ' ..- 1 .I"THICK A' BADE I .--1 CONCRETE COLLAR l'yin Mt J 3/4"- 'N.-- i • `'N4,1..,.'"-'-• ":,..7.-=IF-_ f,.?„ I/2.VALVED STUB W/THREADED , . • • .5L,Ft,. ,11 • ,.•.roiNT.FFL, PLAN Cap rop DRAIN/FUTURE --1--- (ASTI!AM) WASTE ....,,,, J,72,#-• 4 '0,-....T V; I a,, . (1 .. . . .... af.• 1 - . ..1...`.:...-...':"..". . .' I,.7..s 'Al , Lino-02'0/C ••••'"?:‘,..' GRADE : :- ;) !I P.I 5:RA1,5 WU' ,,%Fl../1 •,^no LR i sm LOAD •,..' Ft,, 1;..1.^..,..-., 1_,A( / 11 •• . ,..,..-4;'' ....,.n...y COMPACTED —Vt_ : ,,- ..1S-,,:i:p, ----3/4"ENS I SLAB -/ i I 'S,1'*e.,:f.,;•':",-,!,,...''," ROCK • t) t, ,I ,I•. ' 1 . . . •,I I•r0 CA AID SUIm L.COATED ALL SURFACES p, ., ...„.„ NI:IrS,,RRED BFAIN • .. i .. . .L. .7777 1---. E.\1 : L FTNo Hu9 CON‘CCTSI 01. ZE AS REVD FOR INDEATED / I. '''''' ._ SECTION ,,,N 4 CV :, PER GRALEL RECEIVED .. -• ( CATCH BASIN if.:B-L1) - •. (.111•A•tit,AA. tl' ... aultnrw;nrvrif,• ____ -5,/, NOT TONCALE I' )WATER SI-IUT-^PP VAULT , p3 .:NA •Itint: 1.11rtr:•••t- .), .. t',....Itt...!."1:1 01,9-1 11 IN( .i",:t :1:1 tt,:77 ..• t • ti 1,1 11 1 1 -_--__ -. -. .-..- ---...-. . ............ LECEEIJTY WISP CM. ,f, , .2..,.' 2 3 44 a ; 8 6 .6 t'l 1.2 t 3 14 • 1.0 17 is 10 20 21 22 23 24 25 26 27 26 20 3C • • 1 . . . ' • •-- - - . . 11 . ' • i * 2 _ _ _ . . . _... .. . . • •• ••••.- . 1:74.7:,.1..'"7.:•-'...'i's 7;:...„....,7:"..:_,I,L7''4-1,-7...t'2,1-..'... „:44. a _ I , 1"; 4:'' :I''.'..`, 'S7'- '.. . •:-.'- ' ' ' t-• . ,. leil: .-- •.,,,,.!I,, ••,it 1.1.1..... . i..1 Oil.,9i.O. fir;on.,I, ,,,,I ,if. .. 11.I/4 i . .. • h ' .. 'imtP , '.;;N..... Applicant's Statement for Minor Modification—type I Application RECEIVED Tigard Tualatin School District and Tigard Booster Club Inc (non-profit) is requesting a review for building a proposed covered picnic structure on Tigard High 1 1 2315 School campus, next to the football stadium. This structure would have multipurpos uses. Boosters would use the structure as a barbeque area for concessions during* OF TIGARD Friday night varsity football games. Both The Friends of Tigard Football organization,IG!ENGINEERING and Tigard youth football would use it for concessions for their events Thursday nights, as well as Saturdays. Throughout Oregon's rainy season it will serve as an undercover area for both visiting and home student athletes to stage while waiting to both depart on busses or, for parent pickup once they have returned. In addition, there will be availability for all student athletic teams, clubs and associations to utilize the structure as a protected staging area for fund raising such as their apparel sales. Often, many of these clubs use tent rental companies, therefore this should be budget friendly for all. The same groups as stated above will now have an area for the end of the season celebrations without the threat of cancellations or rescheduling due to rain. Furthermore, the structure would be located in a publicly accessible area where families or groups may also benefit from its use. The picnic structure would be owned by the Tigard Tualatin school District and the Tigard Booster Club Inc would be providing the funding and labor to build the structure. Attached you will find both site plans and structural plans showing the proposed location at 9000 SW Durham road and S.W. 92nd Ave on campus property. This location has an approximate 17' setback from the existing property lines on 92nd Ave. It will measure 24' wide by 24'deep with a slightly larger concrete pad at 30'deep. This slightly larger pad is to temporarily accommodate the staging of barbeques out from under the roofed area for events. The height will reach approximately 10' in elevation. There will be no change in parking requirements or vehicular traffic for this site. The existing location is lawn and no trees or shrubs will be disturbed. There are no plans for additional sidewalks or paved areas. The documents attached are being submitted to satisfy the requirements of codes 18.360.030.B and 18.360.050.B 18.360.030.B This structure does not impact any part of the code in 18.360.050.B 18.360.050.B This application does not constitute a major modification to any of the existing property. Attachments: Application Tax lot information Site Plans Architectural and Engineer Drawings Project Contacts: Phil Wentz..,Tigard Tualatin School District. Email: pwentz@TTSD.k12.or.us Sharon Ott- Tigard Boosters Club, Inc. Email: mrssott(a�comcast.net P# 971-275-4695