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MMD2018-00003 MMD2O18 - 00003 Tesla Supercharging Station NOTICE OF TYPE I DECISION MINOR MODIFICATION MMD2018-00003 111 TESLA SUPERCHARGING STATION TIGARD 120 DAYS =June 7, 2018 SECTION I. APPLICATION SUMMARY FILE NAME: Tesla Supercharging Station CASE NO.: Minor Modification(MMD) MMD2018-00003 PROPOSAL: The applicant proposes a minor modification to off-street parking at Washington Square Mall. Specifically, the applicant proposes to convert 10 existing off-street parking spaces into a new"supercharging station" for electric vehicles. As a result of this modification, the total off-street parking count for the Washington Square shopping center will be reduced to 6,787 spaces. APPLICANT: Black&Veatch Attn: Kevin Martin 5885 Meadows Road Lake Oswego,OR 97035 OWNER: PPR WASHINGTON SQUARE,LLC The Macerich Company Attn:Maria Halstead 9302 SW Washington Square Road Tigard,OR 97223 LOCATION: 9585 SW Washington Square Road WCTM 1S126,Tax Lot 300 ZONING DESIGNATION: MUC: Mixed-Use Commercial Zone. The MUC zone includes land around the Washington Square Mall and land immediately west of Highway 217.Primary uses permitted include office buildings, retail, and service uses. Also permitted are mixed-use developments and housing at densities of 50 units per acre. Larger buildings are encouraged in this area with parking under, behind or to the sides of buildings. In addition to the standards of this chapter,development within this zone is subject to the standards of Chapter 18.670. APPLICABLE REVIEW CRITERIA: Community Development Code Chapter 18.780.050.0 MMD2018-000031'csla Supercharging Station 1 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 N. THIS APPROVAL SHALL BE VALID FOR 18 MONTHS FROM THE EFFECTIVE DATE OF THIS DECISION. SECTION III. BACKGROUND INFORMATION Site Information: The project is located at 9585 SW Washington Square Road;south of SW Hall Boulevard,east of Highway 217, and west of SW Greenburg Road. The property is located on a 46.24-acre tax lot (WCTM 1S126, Tax Lot 300),and is part of the larger Washington Square shopping center.The property is located in the Mixed Use Commercial (MUC) Zone, and the Washington Square Regional Center Plan District. SECTION IV. APPLICABLE REVIEW CRITERIA AND FINDINGS 18.780 Site Development Review: 18.780.050 Minor Modifications C. Approval criteria. The approval authority shall approve or approve with conditions an application for a minor modification when all of the following are met: 1. The proposed development is in compliance with all applicable requirements of this title;and The applicant proposes to create a new"supercharging station"for electric vehicles at Washington Square Mall,which will modify the off-street parking count for the overall Washington Square shopping center. Accordingly, that is the main focus of this review. The project will be located near the west side of Washington Square Mall,in the lower level of an existing parking structure. In September 2017, the City of Tigard Planning Division (Case No. MMD2017-00037) determined the minimum off-street parking requirement for all existing uses in the Washington Square shopping center was 3,533 spaces, and concluded there was adequate off-street parking,with 6,797 spaces provided. No subsequent land use approvals have been issued for the shopping center that would impact off-street parking requirements. The applicant proposes to convert 10 existing off-street parking spaces into a new "supercharging station" for electric vehicles. Accordingly, the new total off-street parking count for the Washington Square shopping center will be 6,787 spaces. Even after the proposed reduction of 10 parking spaces, staff concludes there is still adequate parking on site,with a surplus of 3,254 parking spaces. Upon review of the applicant's plans and narrative, staff finds that all other applicable requirements are met. This criterion is met. 2. The modification is not a major modification. The applicant is not proposing any of the changes outlined in'1'DC 18.780.040.B.Therefore,this proposal is not a major modification. This criterion is met. MM1)2018-00003 Tesla Supercharging Station 2 CONCLUSION: The proposal is a minor modification an existing development and is in compliance with the applicable requirements of this Title. SECTION V. PROCEDURE AND APPEAL INFORMATION Notice: Notice was mailed to: X The applicant and owners 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 FEBRUARY 7, 2018 AND BECOMES EFFECTIVE ON FEBRUARY 8, 2018 Questions: If you have any questions,please contact Lina Smith at (503) 718-2438 or LinaCS@tigard-or.gov. ��-i� February 7,2018 APPROVED BY: Lina Smith MMD2018-00003 Tesla Supercharging Station 3 ''d )-I 'd till r:1,,.,i 1.0?-4 RECEIVED City of Tigard FEB 0 5 2018 COMMUNITY DEVELOPMENT DEPARTMENTARD CITYGFTIG lti�' E GI�EE�II�G TIGARD Minor Modification T r e I A nTi�p pp PROPOSAL SUMMARY (Brief description) REQUIRED SUBMITTAL Install a new Tesla Supercharger on the lower level of the parking ELEMENTS structure at Washington Square near Cheescake Factory. / Owner's Signature/Written Authorization The facility will consist of 5 control cabinets and 10 charging posts. Title Transfer Instrument or Deed ,Site Plan(2 large plans drawn to scale , and one reduced to 8.5"x111/2") Property address/location(s): Ja/1-kpplicant's Statement/Narrative (2 copies)Address criteria in: 9585 SW Washington Square Road TDC 18.360.050.B.1-11 Tax map and tax lot #(s): 1 S 1 26-00300 Filing Fee Site size: FOR STAFF USE ONLY Applicant': Kevin Martin,Black&Veatch (for Tesla) Case No.: 11/4AMDA*3-Ocaf : Address: 5885 Meadows Road LakeOSOR Related Case No.(s): weo City/state: g Zip: 97035 Application Fee:` SOS:- phone: 503-443-4474 Email: martink@bv.com Application accepted: By: Date: 2'15118 PROPERTY OWNER/DEED HOLDER(S)* ❑ Same as Applicant Name: PPR Washington Square LLC Application determined complete: Address: 9302 SW Washington Square Road By: kC Date:214a/LQ, City/state: Tigard, OR Zip: 97223 I:\CURPLN\Masters\Land Use Applications Rev.11/24/2014 Contact name: Maria Halstead Phone number: *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 clear 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. 9 City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 1 of 2 APPLICANTS To consider an application 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 permit issued,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 required. -41114 Kevin J. Martin 2/5/2018 Applicant's signature Print name Date (authorization attached) Owner's signature Print name Date Owner's signature Print name Date ADDITIONAL OWNER/DEED HOLDER INFORMATION Name: Name: Address: Address: City/state: Zip: City/state: Zip: Signature: Signature: mum. ,fillemr, MINOR MODIFICATION APPLICATION City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 2 of 2 LETTER OF AUTHORIZATION APPLICATION FOR DEVELOPMENT/BUILDING PERMIT The undersigned, \ j ck_— - cjf,, owner- representative of the below described Property, does hereby authorize Tesla Motors, Inc., and its employees, agents and contractors, for the purpose of filing and completing any forms or applications necessary to ensure its ability to use the leased Property for the purpose of constructing a charging station for electric vehicles, including charging posts and related equipment on the Property as required for the electric vehicle charging facility. I understand that the application may be modified or approved with conditions and that those conditions or modifications must be complied with prior to issuance of building permits. Tesla Motors, Inc. will be responsible for all costs, fees and expenses incurred in securing any required approvals. Tesla Motors Site Name: OR016 Tigard Property Located at: 9585 Washington Square Road (Washington Square Mall) Property ID: IS! 26-00300 Owner's Name(print): � \\\(k_L\ Signature and title of Ow er: y r \a c a Signature: ''miurvi. Title: l U 1 — -- I1._ gik Date: Z l After recording return to: I Grantor: WASHINGTON SQUARE, :lames H. Kinney INC. O Melveny&Myers LLP 1999 Avenue of the Stars Grantee. PPR WASHINGTON Tri ° Lug ting;ks. California 90067-6035 SQUARE LLC �1 BARGAIN AND SALE DEED WASHINGTON SQUARE, INC., a Washington corporation,Grantor, conveys to PPR Wil i gt:3n Square LLC,a Delaware limited liability:ximpany, Grantee, the real property described.in Schedule A hereto, ewepting therefrom the matters identified on Schedule B attached hereto and made a part hereof The true consideration for this transfer is S168,000,000. THIS INSTRUMENT WrLL NOT ALLOW USE OF THE PROPERTY DESCRIBED IN THIS INSTRUMENT VIOLATION OF APPLICABLE LAND USE LAWS AND REGULATIONS. Bar-OPE OPE SIGNING OR ACCEPTING THIS LNSTRU ENT,THE PERSON ACQUIRING FEE TITLE TO THE PROPERTY SHOULD CHECK WITH THE APPROPRIATE CITY OR COUNTY PLANNING DEPARTMENT TO VERIFY APPROVED USES AND TO DETERMINE ANY LIMITS ON LAW SUI 1 S AGAINST FARMING OR FOREST PRACTICES AS DEFINED IN ORS 30.930. DATED this 0 day of February, 1999. WASHINGTON SQUARE,MIC., a Washington corporation ;;A. RIAL PfrOPEN9194Mtirr °:44111' mow, nix Eddie L. Hendrikson President Thor ...Barkewtz Secry. Unless a change is requested, all tax statements shall be sent to Grantee at the following G . address: PPR WASHINGTON SQUARE LLC c/a The Mac:rich Company 401 Wilshire Boulevard Suite 700 Santa Monica, California 90401 Attention: General Counsel- -�- -- SJ12D A/GE • t tig STATE OF WASHr'N'%TON i , ss. Fa- COUNTY OF KING ) On this le day of February, 109, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeareddie L. Hendrk3on, to me known to be the person who signed President of Washington Square, Inc.,the corporation that executed the within and zone toing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said corporation for the uses and purposes therein mentioned, and on oath stated that Eddie L. Hendc`ikson veal;duly elected„ • 14�i�i w/S w.+.2 snri•."l. `s+ officer L"the •: that Eddie C YS t •5 v ue fed and acting as said officer of a o oor at'oil, Eddie L. Heil)ik.' n was authorized to execute said instrument and that the seal affixed, if any, is the corporate 3e41 of said corporation. L1 WITNESS ` `HEREOF I have hereunto set my hand and official seal the day and year firs: above written. r� S ��/!'�}�� Lei/d'L YZ S'A5-1:4,7)‹.- -7 r r t��r le :T 1 d �-':3it or s� . e of Notary) .� f 1/B \t>� = ' NOTARY PUBLIC in and for the State °,, ' J4.`�s=2a.bt,„ 'or : of Washington, residing at rrta t - WAS`A14�- My Appointment Expires: ,...:: ,/2:211.0e_2______.__ .. %::-8&-')J3.5:51--.- 33Yj 193J It [EXE`: O p. STATE OF WASHINGTON) )33. COUNTY OF KING ) ez of se: =i, 1"'rM;w, 4.tiliJe csignod,a Notary ilibtic in and for the State of Washington, duly corn.rnissioned and sworn, personally appeared Thomas A. Washingtontz,to me known to be the person who signed as Secretaryof Square, Inc., the corporation that executed the within and foregoing instilment, ':d aciarowledged said instrument to be the free and voluntary act and deed of said corporation for the uses and purposes therein mentioned and on oath stated That Thomas A. Barkewitz was duly qualified �ed and acting as said officer of the corpc:ation, that Thomas A. Barke� elected, s authorized to execute said ns rutnent and that the seal affixed, if any, is the cor yorate seal of said corrxration. IN WITNESS WHEREOF I have hereunto set my hand and official; tl the day and year first above written. \, attic e ofN ! FO :s.,) rr i i Notary) dist '\ _ = NOTARY PUBLIC in and for the State - o f Slsrtingtot� at - { ------lgtO i, residing ��G r k1 rs 1�i�1►a `�� _My oo ntment Expires: .: .�v?€SC �b t ;;;3iJ.i s? PAGE 3 'Js a —77 -.-�.w��...r...var.�vaa.rofiMYMal�n�r:..:3P4'aL.hY.. �34F1��2'�. SCHEDULE ep..eut, C !/.. 1: CLANDL,ORD TRACT) OINEN=M Thra=I of laid simusti in S 26 1144 35,Township Sou*kauge of the Allaniette i the City of Tiprel,County of Wassad Sate rtmvol,miNiya fazwez: Desk:dug az the intersection°Idle Easterly lias of:ha tract of kua4 ccaveyt4 to DV.Crow by Doed recorded Novinber 5, 196$,in Book$76,Pase 195,&cords of Washing=Courtly,Oregon,wit die Sortbviesterly lane of Rd Rd(Sox 1-fazioray Number 217);thtsoc akog aid Soothweserty1int South 64.1215fr Ess 73.30 gi.:4-1.;the=SO441 140300West 331./9 fouu*tom Sash 1197Y30"Eta 177.00 foot;Omen South 01.03'00"We 532.61 64 twee SAa'N$841505"Et 233.55 teem a point of curvature;*suet 41,11 fox a4ons the arc*fa 45.96 foot mats cave;a the leket*TO* tttnni I *of 6003011(the long chord of which bears Nat 6103110"Es t 46.CV*4 10 4 PONT COIVOUIld =WIWI:Una 11.93 feet alms the tec ota 146.77 Ito;tubas cum to 121,11 kit 6..1.143 a ccagni ukg14; 044'391.1'itbskies okard of which bewrs Nort . 2S441.11.* E 11.93 feet)to the Weswly Lug of SW Grectivarg Road,01,ence trackg 44 Westerly lint South 1i22' 9 Wog$.31 tenet So,, 11611'38- We:it 134 21 fetc Thetact SoaZ 11.22t,"Wea 12. 0 fix*,dim=Sou 024531 r East 26.12 fr,fror;thence South 1445123"West 230.23 feec lence South 32. 36103" West 26.12 fel; the=South 1445123"West/2.01 feet so the=mug= irsertecrion with a 66.00 fnot mina curve io eitc kft(tha radial cc=bmws SQ uth 41.49'52.Wen);thaws kw,*FAA wegady line of SW Greenhill Road; the=Northwesterly uasing the arc of said 66.00 Oa t CWW.ttral4 46.00 feet through a cowl eagle of 350sysr 04104 dad of vitsich bears 6.S.Ctek.West 4 .07 fa%) o poim thugaivy;Chazai,'Neu-a 438.V6t,$' Wes:685.06 to the begitraing of a Pm=400.00 kot radius maNe to the 1ot thrice Sottikwesteely along the arc of ezi41 cam 640.17 feet through a ce=a1 al*af 91•411215(tbe long cbcAi of which Sad 46°0219-Wes 574.00 faa)TO 4 pmt of MOW tboot South 0412'03'W 258.78 fe•ix thence$outit 19440`004-War 630.75 10:4 the:toe South 0.2010r East 784.34&et to a poi=o the NVICanZii ligte-otAny lisic ate Oman StascUtway (Bcavcrton-itgazi r=way);4ieflixa 1± No 451'10'42"W=5.07 rzcz;Noah 37°070.W 1600 fliat Nor*2020'47* Wal 387.35 tort;North 1145520"W 294.00 tem North row vitlz 303.41 sod: 11.2119 We 291.42 60q North rzrar Wen 250.25 fizzi;North V491'08"East 172.44 bx the=e leaving aid Nay rigla.of-way Una of this OM=S MONO Nardi 19.40'00*Us;394.11 ket;*age N 0O494 Ea v$AX feeq theme North wow sw 64.97 ism f.sericz North 00.200t" West 0.42 tax theme North 19.4000-Eta 123.00 fee;The No 00°2000W West 4151 fterq theme North 19440`004 Eau 61.00 fio..;the=South 00420%)0K Eva 3.51 fee;thaw Noah 11940004 East 107.00 S2e; os)4o 0042000' West 190.5$feet;lb=Nora 1944000'Ea t 70.00&ix the=No 00420`02` Wen 100.00 feet;titmice North 2944000q Eau 123.40 fex the=Nceili 0.02V00 West 169-21 fox lir.=Sc $72,5'Eat$50.15:cc;thetzwe Nod%0t' 00' EAs!333.37 feet to the point of beginning. Washington Square Kali Page 3. of (ACCESS ROAD NO.6) J TOWTHER WITH a strip of lad ova.a pottoo of 0A.KKTR.0,a duly recor Oa;i.11,said Was ingtoa Cony and a pow of said Szs 26 an:c?`,iksclibad as ; CtirratraCillS a post on*s:Northerlypram:anon of do Westerly line of Lot 25,OAKBURG,a duly recorded plat in said cam,dot thereon Nom 0I 't Eaa 25.00 flet from die Now esu corer of said 1ofi tenor North 89°41'411"West 37,24 N 00°20`x"Wee 340.83 fog so tbit tt e poi=of ben,thence 000diwins North 00'20.00''West 62.02 fzeq.tierce North 00°12'03" San 3194 feet fa Doc-tang=ilium/lom40.00 t a s cw a to du l (the rathal center South 4°4TSr );toe=tTacizot the arc said 40.04)foot nag curve to te ick 62.75 fit 04„roush a dem angle of 89°53T14(the loog chord of which bun S*t 44'0'36'Eas 56 51 t )to a point of taegenoy°,twee akag,4 lino that is parallel to 4150a t ly 4.00 fon,masund atithe angles fico the'Nott lir=of 5.4.k1 S0:6424 35,South$9°41'14"East 454,26 ft to the Wei line of SW Crreenbt lam;t ee said Wcaorly Scea 14.4$04 West 61.74 fes„tem=1eaing sai6 Westaly line anti tradng the arc de.non-tans=29.00 r s ire to the 1 (the rte',oralicf Wars south 2291'o4'vita)an aro distance a 10.23 fog(tom long chord of which bears NOrti 79°14104 We 10.111 )to a pow oft a y-,thrno,9 North 89941'14'Wut 472.01 64 to the trsc point of bcc ar. . (ACCESS ROAD NO.7) TOGETHER R Vla grip of!sad*tittr a 7. s;sf 0AK UUG,a duly recorded plan slid Washing= County anti a porof icait Section 35,desaiiledas ScOnniqg at 4 point on the Norterly title Wes rU e ono(25 of OAKBURG,4 duly rafoorded plc in said sow,di Nessa North 0418'124 Eaa 25.03 fort from the Northw ;corny of zald tat;tit South 0O'18'12'`West 30.00 feX thewv 5 89°41'484 c.ast 32,44 e Vo a perz of curvaa.kre;ice 139.07 feet alb arcora 320.00 icor TadiaS airvCto =througha angle of 24453'69"(t long'd of w bid bears Soullt 7r14`481 Egg 137.97 fte%)to a;pint of thence South 64.4749"East 405.94 firet to a point of cuivanam thee 111.00 feti auglathe arc of a 939.0+0 foot radius mrve to the right through a oenrral angi.s of 06°50'19"19"(the long acrd of w hich burs South 68°12'58'East 110.94 few to a paw of rev rvatort 11=43 2.326 fay along the arc of a 43.05 foot raggais eutve the:spat drotish e cergral antic of 2r01129"(the i=g cod of which South 55'03'234 East 23.05 fneon a point of ears;thonoe South 44.1824"Eng 1.18 feet Wasterly tine;:f,SW Oremborg$ i Wmarety Itna North 11°51'35"East 84.64 f ct to the Aon-tarig=itgersootion wit a 41.00 foot t cum to the right(t.e radial ccatet beaus Nom 23'33'W Wes);thence 34.E t 'alas the arc of a 41.00 foot medius curve to the rigto through a cvit.a: angle of 42'33TI"to Kai chord of whaelt bars Som 47°437.2'Wost 29 76 feet)ton poiitizof compound curraiirc Uwe 93.3 feet aloe;the are of a 862.00 foot radius curve to the sb a ceryl arsee of 06.124O5*(the long thecti of ivhielt bears 67:311"West 93.25 )to a point of tangency.tbeuoo Nosfe 64°+47`49'West 384.71 feet to a point azo;Menet 165.14 few along the azc of a 380.00 faa fUlk341 Curls to the lett trevsh a central angle 0E24°53'59"(the Wog chard of which tars Bort 77"14'44"We% 163.44 to a point of North 44441144"Wet 89.04 .c.4; theme South 00°20'00"$as 30.00 ;theaCc SOut 89°41'45"Luc 3'1.28 fcot to the pauit of be3i-D;r.in4. Wast ington Sg4ere Mall , Page 2 of 5 s b ---- ._.----------- ----_--- ---_ - Vis.- -_ --X --------- --------- - ---- (°.CCESS ROAD NO. 1) TOS milt o.Scow 26,Township 1 S , c 1 West of thz Willamette la the County of Washia,stoa avid Ste of Oanon,being rote partirAlivly died at follom. BcSilutmi the iscrsoakko cessid Easy's*i ht-e y has of the Bea+arca-Tt;,a (Oregora Stew) Freeway cava the North line alto tract of Ind gazed to Gust O by recorded Mireh 2, 1592.irt Book 33 at hp 334,Deed Rocords ofd r. ► ;that=Nonh 194I9'29' Fast 14,23 fes;tie North 006411W Lass 611.49 am to a pota of curcesa ;Mace 129.13 ftet aloag du aft of a 500.00 race maw to the right through a oezral sit410 of 14'47500c/on card of which bei North 01'05'03" Eta ianha)toap of ecillaniPtuoYi thortee North ffi3''j1'11 "West 13.43feet;thence North 34•47'25*West 46.50 t 1 U•45'3a West 45.11 to the Eagerly tot way of SW Scbolls Fen d Easter -of-way N=iii 19 56'0'East 57.42 mss,reogc - 8 fir. #r,neAto.r►f y Seth 6g°45'35"E Lou f To a tom=of=nature;thetc 42.62 --- erg,a4-:�d,�s•..v.ya.,a..cd ,�"• - d - - f fra a* of 30.00 r us curve to through a=Ong up of 1*26'0$ (•I*long chant of pct batts Noah 7€ 3122*East 39.14 lbw to a:poem of=sew,too:North 29943'20"East 133.34 fee to 4 =Van=tit= 16143 es a1 the aro ria 95.04 foot radii cam to the l tIMIPa as:��.�of 9r33'S5'(t losag cfilAiah bars ddb 19.2317-We 144.01 feet)to a pairg of North 6.3945j5g Wea a2.00 feet to :Eszeriiy o f-way of SW 1k Fns Rte;the=tri said Easterly Ott-of-way North 21914169 East 106.00 thence save std Eaattiy 1 o€ y South 6$.45435'ga +t 12.00 fed to the raotrtatrait iatersectior with a 70.00 foot raclit.1 curve to 14 lett(tic radial MOM bears S 6*•4S'3S"Baas),thew 1.09.04 feet siong the are of a 770 00 f6ot radius curvc to the let through s=gni arc of 90%700°(the long mrd of which South 2304515'Fag 93.99 feet)to a point of reversing curvature;thence 223.62 ft:42 aloog the are of a 130.00 focg radius agrn rho tiers through r ocattal&ogle of 911'33`55' chord of vrhia bars 19'2$'37$East 197.06 to a poi=of py;thaice South 29941115"15"West 121.1$ftet to a pcizt of curvature;the= 123.79 fog;ah a=of*445.X C alp curve the: r :s aural argle of 15456'17k(the lotig chord of h be South l 1°a0`t2"Arcs 123:39 fes'to a posP.s of may;the=South 8g`'.2.i"O20 Eat 0.0$lap a point of curmarc the=66.39 fro.along rtz arr .437.00 icu ra4115 curve to the lea t.17.4,-;, i az o of 08a46'i4*(the long chord of bio bears x. 13 '02'West 6613 fay)to s poirt o1'noniavgetcy.,the=Sooth 33"21)'02"East 24.22 feet So4 21°1745"Wrzst 51-15 ;theme Som °4 t'0VR Wei 670.051 'zee North W 13'49"`int 67.55 fees to the*Di of (ACCP S ROAD No.2) y�b 1 West S Oran of S p 1 24.To Rof Wiliam= Meridian,in the County Of Washizeton said St=ofd bg nu=Fartickgarb,des..- e(13-1 follow. Comt-t e ming as the raw Watariy Northviieg cam'oft=trarL Of la.4 io Deed:re. $ar► 576,Pap 1%, ids ofWashiogtoo County, ;tbcce Nat*00'912'03"F.44 .25 fee; tc 1.1e paat Ofb be=Nortb00'12403"East 214.5feet;;tie Not*ovivir Eau 656.11 fps to the Soutimsterly i-of t ay Of SW Hall Boulevard;the=tTatiRS said Saattwetteriy r: -ot=gray Nat 46.1910'West 3.7$fret to a of c r rc 61.33 Am along the are of a 924,93 foot mints cum to the let through a=al at of M '1S'° long cbor4 a'siftir32 bears North 43'13'54"Wm 61.37 feet)to a poi=of ,thew leaking said Southwesterly n -of- Asy of SW Hall Bailevard South 01°1 ►"East 229..31 140c time South 00419'18"NW=32227 .t:r1C4 SOU&Immix ix Eau 0 S 0099'13A West 110.04 feet to a pout of e; tie 40.10 fret alor4 the arc as 43O,so fom radiuse>u-ve t4 theist ,s a=gni angle of 05;10'15"(tag igas c.tozi whia 1 `;;i,y'1;r4`2a'°Wert 40.09 a t c:•e ot4?is-21.1r vieg 5.51 ttn17.0 to inteqs=6=wiih a 427.00 foot rias to Washington Sgc4re Mali , Page 3 of 5 ' radial crbears Nott t4'18'22'Won);Mc 14.S1 feet 410.1ig daft anofa417.00toot ,NA MOW Z:ar'e tx ac.,ezval auk Q(01''57'2Y{tom 4Autg ted of which Wan nth 0 X40'I r Was 14 58 to atpolls of may,tie South O739'01'West 203.73 twee V ow 89.40'000° Ear 75.93 ftp to dit true poiot of beim. PARCEL 11 That porton of Seictiasi 26,Towaship I Sots,Ruse 1 West of thc Wit in;he County W �and Stagy ed'O , d as S cf Bei u a poi=bins Nix&0$12'03'°East$62$feet awl£ 89a •Wea 75.93 feer Itotri the niogst Westaly Nontifest co t o cflarti descztibed asDeal=ceded to Book 567,Fid t 96, Deed text*of$114 WohimPtIn C y;;bow ø40Q West 573.13 ,to a post as the LIM line of Access Rid Ntt."tabcr 1;to=North 0141'08g East 216,97 thC1744 SOtith$$42 1'1 I" Etst 599.3$fea so ar/pyooint* am a�,#,27. radiuscumto t , 1 �+f id e beers S014,6• &= 'W 14.511'i Awes,,+ u s".*'w : � as s.+ ;°w g4 a 1 r cep:wit of 1.5721";therce Sogeb 719101°Wag 203.73 foa So the point of basianin. TPARCELIlL � poa o'S 26,Tows,* 1 i ,Raw 1 W W�or ` i :.i ce.�o and St=r a awl tx pair iy cicsatbod u 511114: Commenciava the iesersectioo of dic Ealy has of thst tract atm!=mixt to D.W.Crary by Deed recorded November.5, 1965,in Book 576 195,RitcotiS o{Waw Cy, t Southwesterly hue a'}Road(St= i yNumber217w thaw adSowilivecttcriy Lot Soull 64$1219''Eau 73.30 feet to*c tri4 rie**int rIwze oominuir4 along goistri .1, lemic South °12'8 'East 194.88 du=$0 j 0 "03' 'Wm 72-22 6012'w We 160,72 I'm to tar,iarticoo(Ifs 45. r" cum the (4 r poiat bears&soh 11'02'5r );thence 56-47 fees slo4 the arc of aid a c are of 71°54'03"(at ctord of 1 ` S 37173`09*173`09"W t 52.84 c);tore North 01‘03`00''East 7919 to the tai of PARCEL N: A tract of land tr Vicat hof Stte4a4 26,Tr.vmship 1 S 1 Weg of W .e Meaty;loortod in the Ciiti 41104 Cowry ofWaskinvoo sad S of woe,said tra4M deur spay M fsalaivs: asItt info saciion of the Eau mbs-of-way lime of the 13 v --Tiga d(Crzgoz Sta ) y wills the Alcoa Lim of Ow traeg of 1and garlelit.Glen Moo by Deed rock March 2, 1892 is Bek 33,Par 334,W�Co ` �.:` ,North i9'�1929" 14. 3 fee tact,Noah()vapor I Sue,67 47/.49tearez4 poim cifotrriam cheoce,aloriz the arc of a 500.00 foot eAdius clu y;coocavc Easterly,the maul aegle of whisk is 1441450°,tbc ioetg chord of which bail Nonb O North i21.77 j ,al m0fet 129.13 fe to the last&scribed �//�y} _7.w..8 21'14"West, team,Not 34°47"Wear,46.50 ,theme,North 33•4513"West,45.2 fact to fix E -t( of S*wcac Stets Fan Rsmd,theoor Nom 19'56'O9°East,fong the Ba=r .of. Hoc of Southwest Sc#c1Js Ferry 57.4 to the tse poi=ofbeisianing()etc tract ber.4a tiacacit Nordi 198609°Eau, to Eng nottl'f—y 1I►of psi Sib Ferry food, 192.53 fee t4 an aaietz poi=in said tislyoroaray Uric;reenoe,N Orth 07°16'04-East.along the righ► of&Tido=Ss Ferry acarl, 61 72 fees to a auk 4asi< r gton ;quare , Page 4 of 5 - - • Oct ned-or-ioly Le thaw.North 21'1416'East,alma Eau right-of-A.71 iigo of Soutlivven ician Fury-*kit.,4314 !irtvisof dig Southwesi Vilati'doPV4Y line of Scam Scat F Road,Roth 611•451S*East,67.00 feet tro a poirt of tunetiost;thew,idoos the arc Gf 9i 00 toot radiul card,=cave Sagbweittaiy,'be mull angle of whach 91112'5V`,the;am chord of%Olio beim trout 19.71'3711 Ent, 144.01 fe*t.an arc&mace of 163.43 feet to 4 poita clf=racy;the *, South 294110Wer. t3334featospointof=yam,dwrtet.lkait tqc of 30.00 f nKtikt3 =NM,contave.Northwouaiy,*ffl ocural sr*of vihiati is I 1*26v5 ,the Wag chord of wtich bears Sou*70431'22'Wog, 39.14 feet,ea elisuoce of 42 64 fetx point of tazgaocy,64.11‘z,North 6344$'35v Wax,&4.$15 fon to Ze true pot=of bestriwt4': 15,41;trVI U Tacersiu WITH-1;1=c4it Lt noo-,:uksive taxa=at aet fret it thal=min COMEriZriNt, Opaektg and Recipimoal Zamrsern Avow=dawdApiii 25, 1972,by and 14rismea Wad,ir,gtoo Squa4t, hi;,Mirk,Pc *&TA Co.,arld the 144,3y Doptuttaax Stows Company ez.;=x4s.4 Nfoj, 2, 1972 BIA4. 865 aT Pafr 12,ai14modal by ineasuccatx rticzsi 'My 19, 1973 ko Book NV 214,arid rd Fobruars,20, 1990 at Ito:ardor's Fig No. 9045131,imati mated It=29, 1994 la lizoder's Fee No,W062510 itiegottis of Vial,W,vou Coy,Orman. TOGETHER VHocul-cw'r4sive caw=as found taoorta-ct Deed Erma Squam Land Co. 1.4el,a Washi4w4 parcaerthip to th May Departgleci Storrs Company,a New York 4:orporztiori, recorded February 20, 1990 aatoordoes Fet No.904)3126 C)TOCIME.R.Wrili a ttort-ezatsive ass=ezz ia 2-4411 C*1454air Aii.(zst=ig Sever 30, 1991,17y cod between Wan tion Squasz,lag.eado May Dichinirtaa Sc Cy tworded October 29, 1993 at itirsotvles F&&23000210. shin9ton .‘s,cir.4are 1.al I , Page S Qf RECEIVED ,,„„.„.„........., FEB 0 5 2018 T . ®MI 1111111111r CITY OF TIGARD T 5 L n INC. T III 5 L PLANNING/ENGINEERMOTORS, T=5 L irl 3500 DEER CREEK RD PALO ALTO,CA 94304 (650)681-5000 T - SLR SUPERCHARGING STATION TIGARD Eli® CITY OF TIGARD BLACK & VEATCH OR016 TIGARD Approved b P nning 6800 W 115th St,Suite 2292 OVERLAND PARK,KS 66211 D�t�• � ' -//4 . (913)458-2000 9585 SW WASHINGTON SQUARE L�S Initials: RD PORTLAND, OR 97223 PROJECT NO: 192745 DRAWN BY: VDP SITE INFORMATION APPLICABLE CODES PROJECT DESCRIPTION ZONING INFORMATION DRAWING INDEX CHECKED BY: CNS PROPOSED TESLA EV SITE ADDRESS: ALL WORK SHALL COMPLY WITH THE FOLLOWING APPLICABLE CODES: • INSTALL(5)TESLA SUPERCHARGER CABINETS PERMITTING JURISDICTION: CITY OF TIGARD SHEET NO: SHEET TITLE REV NO: , 1 9585 SW WASHINGTON SQUARE RD,SUITE EV • INSTALL(10)TESLA CHARGING STATIONS 2011 OREGON PLUMBING SPECIALTY CODE • INSTALL 1 QED SWITCHGEAR ASSEMBLY ZONING CLASS: MUC T-1 TITLE SHEET&PROJECT DATA 0 PORTLAND,OR 97223 ( ) A-1 OVERALL SITE PLAN 0 2010 OREGON MECHANICAL SPECIALTY CODE EXISTING SITE ADDRESS: 2014 OREGON ELECTRICAL SPECIALTY CODE A-2 DEMOLITION SITE PLAN 0 9585 SW WASHINGTON SQUARE RD 2010 OREGON ENERGY EFFICIENCY SPECIALTY CODE A-3 PROPOSED SITE PLAN 0 PORTLAND,OR 97223 NFPA STANDARDS IN STATE STATUTES AND REGULATIONS DO NOT SCALE DRAWINGS A-4 ENLARGED PROPOSED EQUIPMENT LAYOUT 0 PROPERTY OWNER: IN THE EVENT OF CONFLICT,THE MOST RESTRICTIVE CODE SHALL CONTRACTOR SHALL VERIFY ALL PLANS, A-5 SITE ELEVATIONS 0 THOMAS RANDALL PREVAIL EXISTING DIMENSIONS&CONDITIONS ON THE E-1 ELECTRICAL PLAN 0 0 11/01/17 ISSUED FOR PERMITTING THOMAS.RANDALL@MACERICH.COM JOB SITE&SHALL IMMEDIATELY NOTIFY THE E-2 ELECTRICAL DETAILS 0 (503) 639 8865 REV DATE ENGINEERENGINEER IN WRITING OF ANY DISCREPANCIES E-3 ELECTRICAL DETAILS 0 DESCRIPTION BEFORE PROCEEDING WITH THE WORK. EQUIPMENT SUPPLIER: G-1 GROUNDING DETAILS 0 TESLA MOTORS,INC. _ D-1 INSTALLATION DETAILS 0 p PR• 3500 DEER CREEK RD AREA MAP LOCATION MAP D-2 INSTALLATION DETAILS 0 , ,'S) - -Ci ALTO,CA 94304 ' ti -. . • i i. . \:,.,,,,,,,,\ D-3 INSTALLATION DETAILS 0 �O (650)681-5000 }, t }} �f D-4 INSTALLATION DETAILS 0 fi• 27 POWER COMPANY: ♦��='I7 I1 PI%31115 tiyf f,R �,r __Y 1 -n• GN-1 GENERAL NOTES 1 90834 r PORTLAND GENERAL ELECTRIC i57 0 _ ,Ir ti 1r'�, '` �:,I GN-2 GENERAL NOTES 2 0 CONTACT:CHRIS JEWETT r+ =` �- i g I GN-3 GENERAL NOTES 3 0 (503)672-5481 FCrE3l -, z. •.fi COUNTY: = „sj -.� _, Rarkro = f - �I; OREGON MULTNOMAH ,'•� - I, L `4 - �I V�;� O o c, Q LATITUDE NAD83 LL � 11 i- g �� NAV•16,2 1 ��/� 45°27'2.5808”N I Hillsboro ',-'-L ____,--R--" 11a'' 1-1 Jr,. m I ` t3iadlr;Ocrmr GA LA N 45.45072° _ " rtiand a LONGITUDE(NAD83): +fir ar_Hi_ 5� :! ? �I j i., {{ I aI ~� Expires:6-30-19 122°46'50.5312"W �1lolha r � _ n{ _----4-13,01A, J ,I' , al I IT ISA VIOLATION OF LAW FOR ANY PERSON,UNLESS -122.78070° * Beaverton — F; ti I r I �I THEY ARE ACTING UNDER THE DIRECTION OF A { ti , 4r i ' ® W I FOR REFERENCE ONLY LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS CONTACT ENGINEER: r y( •i• Ra' Ih:HEs _ _ a� 11 '��I DocuMENr. 3 1... �..,,,,,_c.,,,,,,,;f - G I QED SWITCHGEAR ASSEMBLY RUSSELL POLLOM !J / (913)458-6274 GardBrll Hom*MI ----‘J 1- ,--,...h. ii) ��/ r. / POLLOMRE@BV.COM f MlIAfall rn y" OR016_TIGARD It ! t ISM[II _ _ _ TRIGARD 1 ;, _aid , ,.o. FLOOD HAZARD AREA NOTE • I T,I C—'' ti 9585 SW WASHINGTON SQUARE RD • L {�5iweg .; -_. _ .� , PORTLAND,OR 97223 THIS SITE IS LOCATED IN FLOOD ZONE"X". / [ * ClaciqnI t. ENGINEER OF RECORD NO BASE FLOOD ELEVATION. Rin City _ i' , - 1Rdl;mon-•. ' AREA DETERMINED TO BE OUTSIDE 500-YEAR r 5�i�� '# _ t {f I ,,+ ;„/c&o.L,aT NOEL HERRERA FLOOD PLAIN. Tualatin +{ r . 1'} J PE#90834PE '(1*Ist�e 1 SHEET TITLE r BLACK&VEATCH CORPORATION CONTRACTOR NOTE /1). Ylti I� 4, *`r"., % y , `�" r'I L_ I - ,', x� \ -I, ti �.q CCPAL sr TITLE SHEET 8�CONTRACTOR SHALL COMPLETE INSTALL PER Sf1Biwnn l r- CALL BEFORE YOU DIG OregonY )11:1 PROJECT DATA THE SIGNED AND SEALED SET OF DRAWINGS. -'' ,` * "' ANY NECESSARY DEVIATIONS FROM THE i i 1 r`' �ti"� t" _ !/i � 1` UNDERGROUND SERVICE ALERT DRAWINGS MUST BE SUBMITTED THROUGH AN ` SHEET NUMBER RFI REQUEST PROCESS WITH ENGINEERING , �£ IA) 95 LO,U5 :T seik01= UTILITY NOTIFICATION CENTER OF OREGON FOR AN APPROVAL PRIOR TO CONTRACTOR - I` . = I — p 811 OR 1-800-332-2344 T-1 ..: PROCEEDING WITH A DEVIATION OF THE 1fAl 1 fr;Isori I!Icy \'-• �0� 3 WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTION SIGNED AND SEALED SET OF DRAWINGS. 1 @Wt?EIg 1P, Gent! it PGIrI? > v " \• -4 l''' , 3 , 0 \ • 1 Illro A \ e I .•a,,, +4 0 0 ° ,p I �� ,0 vv.n •, ti V c ' .4 o-'d< ■ ii-' \ . ❑ ❑ �.._ EXISTING T s S L n i r A ,>3 \• `� J e UTILITY DUCT c'3 a 6 ,� Qb•Nth ' ' • a i ,--- ' BANK(TYP) MOTORS,INC. =s 6 ,r\i a daA � I •• \ � 1 I 'Ci`','. s Qfj`�, I a' EXISTING PARKING r ❑ `n a• I 3500 DEER CREEK RD �(� �� + LINE(TYP)) PALO ALTO,CA 94304 ,a \ N (650)681-5000 na„.V: 4 I R ,�io`'A � I •, -,•- . _ • - 1 ° ' EXISTING ° EXISTING I 7` Qp�'� I • BUILDING ''I I CLEANOUT(TYP) , \ I I • EXISTING SITE I %�,/',, I r EXISTING WATER ACCESS ROAD ,fi \ in '+ • METER(TYP) I T � /Vila/VW/a/1 / / h a II — u, o Y 7 //// i r, E STING CONCRETEilf o I �d _. ti' I BLACK & VEATCH i EXISTING ❑ ° 6800 W 115th St,Suite 2292 C. f/KI--- OVERLAND PARK,KS 66211 p >� • CONCRETE b T3 a b 4!• PARKING LOT I • (913)458-2000 :1 �� z..INTI' N ❑ a I d� f J 4 [,•-,,,., \ I V - a r N �` EXISTING STORM , vDRAIN(TYP) •o I N • I K \ I PROJECT NO: 192745 - EXISTING GRASSY 2 r • EXISTING WALL SEE PROPOSED SITE • I DRAWN BY: VDP AREA(TYP) • a I(TYP) PLAN SHEET A-3 .4 • a CHECKED BY: CNS O n • ■' , - . t• N II D v-) EXISTING I m UNDERGROUND I /------, " ■ .� • I j I73I SANITAR LINE - EXISTING I D v I /I i TREE(TYP) - 1 O EXISTING ',; ''' ' �/ .� -, 1/ UNDERGROUND \• `lI _• )I ,e IP fl ( " '. STORM SEWER AI � ' - ■, 0 11/01/17 ISSUED FOR PERMITTING aca4 uI LINE(TYP) o •Ov N `REV DATE DESCRIPTION .p 6d�vA N I _ �%'Qs\t \ N e•' v \ 1/ �� , . I �Ep PR• aro 0� , EXISTING ' \ • I0'� i PILLAR TYP , • ca 0 ( ) EXISTING UNDERGROUND :4,1„„..„,,,.)_ �7 q. ELECTRIC LINE(TYP)-o Q`�,, EXISTING' 90834• �rr ■ CONCRETE / fil r* d6 v o .4 CURB (TYP) \ ` SEE PROPOSED _ SITE PLAN 1 �`✓4 te \ / o SHEET '� . I ! fl ► a 9 i \\\ • OREGON . \ a C? 6a17oA -Y , ,, 1.y. v l/y G y �s \f° I !I - \/ • 16 ,�� ^r ^r P Y l a > �� I GALAH \ ‘ '1■ ]' I 7 71Y2�7 \ 0 i \ `I ■. �� Expires:6-30-19 q p �l ■■...... �.n•4 >� �• CTION OF A , \ 11 �' ■■'�w■ IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE'••�•f'> �C.h a r \ ® ' EXISTING IRRIGATION ■ ■ ■ • I - do •' W LICENSED PROFESSONALENGNEEIR,ETOALTER THIS �1 v no A % a fl °D ' CONTROL VALVE(TYP) • � o'W I ` DOCUMENT. / 1' z� qtr C• a • in a v 1 • i' W EXISTING LIGHT Ilk o56nrA� 9 ' ` j z w OR016_TIGARD -.•POLE(TYP) rs'Q4�I t' EXISTING SANITARY EXISTING s I'oz� � K TRIGARD ` c ,�. ' o 71 ® SEWER(TYP) BOLLARD(TYP) I X OC _ _ N I o w'w 9585 SW WASHINGTON SQUARE RD • • I • -••• ` o 04 ' lip ELEVATGR • • • ■ °*� PORTLAND,OR 97223 .'EXISTING . - ',,..' q Q ,•,PROPERTY-.•. r,`�a�" EXISTING EXISTING '" I • ::LINE(TYP) : 1 ' ° ® BUSH (TYP) STAIRS -- - -_ , l 'a r / ( ) /1----- 1 SHEET TITLE U ,�, TYP ° , I `a•• i •. 1 d'4 \ 1. \ I EXISTING • ' _ -c OVERALL SITE PLAN ......................... \ r N ` ` B ` TRANSFORMER j, i .� ,i • -• • o \ EXISTING \\ \\ (TYP) GIAI ca+` \ FENCE(TYP)da \ u r° �� , SHEET NUMBER 20' 10• 0 20' 40' A-1 1"=20' NOTE 1. ALL QUANTITIES LISTED IN DEMOLITION PLAN SHEET ARE ONLY APPROXIMATIONS.THE CONTRACTOR SHALL VERIFY ALL QUANTITIES BEFORE BIDDING. 11 1 N 1 T = ELI" T MOTORS,INC. TESI_Fi i L_ \\\\ / 3500 DEER CREEK RD PALO ALTO,CA 94304 ! G 0 0 0 ' 0 (650)681-5000 EXISTING ROLLING \,\\\--- EXISTING ELECTRIC I SHUTTER TO BE \ GEAR REMOVED \`-- EXISTING ROLLING t`,-.t--°‘ SHUER`� 1 EXISTING /J BOLLARD(TYP) . i Ili /J',',-°' , o BLACK & VEATCH J' 6800 W 115th St,Suite 2292 / OVERLAND PARK,KS 66211 (913)458-2000 �` N—EXISTING ELECTRICAL LINE(TYP) { \ N 1: PROJECT NO: 192745 \—EXISTING GROUND /JDRAWN BY: VDP CLEAR APPROXIMATELY LEVEL CONCRETE k / 208 SQ FEET AREA FOR CHECKED BY: CNS PARKING LOT \ / PROPOSED TESLA STATION t N REMOVE EXISTING PARKING LINE BY / GRINDING(TYP OF 12) ;z,4,,\Q t * 1 i. \ \'''''' \ 1 0 11101/17 ISSUED FOR PERMITTING \ 4. 4. } /J,,r REV DATE DESCRIPTION / `*k .1 J Ep PR• 1. .. II1 141 1 1 IllW$ 1 i"' 1 It X x j ' / 90834 r * 'A ` � i. ,\ ;t 1s w / w * 1 \\\\ \ T \ * I OREGON 1\ H \\ J GA LA --- ST ST ST ST ST ST ST \ ST / ST T ST ST ST ST ST ST ST Q ST S \ ST ST ST ST ST 7 Expires:D6-30-19 EXISTING /J N. \ \ \\ IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNER THE DIRECTION OF A `\ `COLUMN(TYP) / \ \\ . LICENSED PROFESSIONAL ENGINEER,70 ALTER THIS EXISTING DocuMENT. \ \ \ \\ \\ UNDERGROUND \ \ \ STORM LINE \\ OR016_TIGARD \ i \ • EXISTING \ PARKING \ \ \ \ TRIGARD 9585 SW WASHINGTON NGTON SQUARE RD LINE(TYP) \ PORTLAND,OR 97223 IN :0 , - \ \ SHEET TITLE 0 V DEMOLITION SITE PLAN Oki SHEET NUMBER A-2 6' 4' 2' 0 5' 10' DEMOLITION SITE PLAN , — — — 3/16"=1'-0" NOTESS PROJECT AREA STALL COUNT TESLA EQUIPMENT SCHEDULE 1. FOR SIGNAGE INFORMATION SEE SHEET A-5. EXISTING STALL COUNT 11 TESLA EQUIPMENT DESCRIPTION PART NUMBER QUANTITY 2. CONTRACTOR TO INSTALL LITHONIA LIGHT:DSXPG LED 2 10B700/50K T5M MVOLT HS SF DNAXD PROPOSED TESLA CHARGING STALLS 10 CHARGER CABINET GEN 1 1133063-00 5 CHARGING POST VER 1 1108926-00 10 = s L n 42,PROPOSED MOTORS,INC. T=5 L QED SWITCHGEAR 4121,ASSEMBLY 3500 DEER CREEK\ `f- PALO ALTO,CA 943044 EXISTING (650)681-5000 RAILING [>‹,.1 ! - EXISTING CONDUIT 6'-8" ra STUB UPS II I /� ?� ii 1. `X --~\ V /C, EXISTING Hp C, p ROLLING 1 SHUTTER �- EXISTING GROUND � lf c� / , LEVEL CONCRETE D PARKING LOT EXISTING BLACK & VEATC H BOLLARD(TYP) PROPOSED a ® FOLDING GATE Vir 6800 W 115th St,Suite 2292 OVERLAND PARK,KS 66211 (913)458-2000 EXISTING UNDERGROUND .4/ EXISTING ELECTRICAL LINE(TYP) CONTOUR(TYP) A�, .. PROJECT NO: 192745 • J`` -2 1 :7 __ _______ -- DRAWN BY VDP CHECKED BY: CNS €0 PROPOSED LIGHT MOUNTED TO EXISTING GROUNDPROPOSED PARKING SEE ENLARGED CEILING(TYP OF 2)(SEE NOTE 2) LEVEL CONCRETE 4'),\CLINE(TYP OF 11) PROPOSED EQUIPMENT 49 , .1PARKING LOT LAYOUT SHEET A-4 V-0" / 3,-7,. \A... 8,-4" (TYP) / (TYP) Q PROPOSED REMOVABLE PROPOSED NON-ILLUMINATED 11 ! 0 11/01/17 ISSUED FOR PERMITTING PARKING SIGN(TYP OF 10) 0 vw BOLLARD(TYP OF 13) ,-11 I `REV DATE DESCRIPTION Arl, PROPOSED TESLA PROPOSED L® ® I O \ 0 \ r -. CHARGE POST oo a• n \ \ �Ep PR I WHEEL STOP — �I oolows,,„ a L J (TYP OF 10) L J ®(TYP OF 19) I e - - N 4`6„ / \: ' 4,-6„ (TYP) q 0. % ! 0 0 \ f 90834 r \. (TYP) 50 - I 5B A n r ,cm 3B r l 3A 2B 2A 1B ) 1A ® 0 \' OREGON 1 E O�� V.16,2�150.��i� \ a �''7" GA L A NE \\S\T ST ST ' S ST / ST ST / J �� \T { /- S� ST / D. ST !�ST ST S"�: S o / ST �� a` S \ .,,,../..,,,../. , / / / \\ / ./ Expires:6-30-19 /J D,.?,, IT IS VIOLATION OF LAW FOR ANY PERSON,UNLESS \ /, W. THEY ARE ACTING UNDER THE DIRECTION OF A I,o LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS EXISTING STORM DOCUMENT. EXISTING PROPOSED 8"x8" SEWER LINE(TYP) COLUMN(TYP) \ ‘31WIREWAY \ \ \ 7,', OR016_TIGARD \ \ /�'7o TRIGARD EXISTING PARKING '0i \ \ 9585 SW WASHINGTON SQUARE RD \ \\ LINE(TYP) \\ PORTLAND,OR 97223 / Q1 I SHEET TITLE CY) \\e(Ac: PROPOSED SITE PLAN A, 0°A 7 © r SHEET NUMBER ] 6' 4' 2' 0 5' 10' A-3 PROPOSED SITE PLAN I — — — 3116".1-0" e T = 5Ln T my MOTORS,INC. T=5 L 2.-1" 2'-11" 5'-0" - (TYP) 3500 DEER CREEK RD PALO ALTO,CA 94304 000 BOG JOU oo (650)681-5000 I O >- b d 4 •? 6 •2\--N , r `)'-' 0 o"O o ,-'0'0'0'0. I PROPOSED EQUIPMENT QQQ 00000, ')0001 I PLATFORM(TYP) W W� O o 0 0' J0000 II 000a 1 )0 0 0 I `0 0 0• 0 0 0 0 1 1 0 0 1000 II 100• I 0 000 - T.I 0 t TI ,10' �I IP /� I / III / � // HI / III / / / III 1 Z� III V III O I 1 I PROPOSED TESLA I P) SUPERCHARGER �© BLACK & VEATCH �� r j; �� CABINET(TYP OF 5) VEATCH , a o {y 1, o ri 6800 W 115th St,Suite 2292 X04 �� OVERLAND PARK, 0 66211 (913)458-2000 O ® O 5'-5" \ (TYP) I PROJECT NO: 192745 J L— DRAWN BY: VDP 1 `i) I in CHECKED BY: CNS 1 v11 II 0 (TYP) I I I � o.2 0�4I II II 0 11101/17 ISSUED FOR PERMITTING REV DATE DESCRIPTION N. J 1 0 0 •<<-$ .0 PR. 7: 0 0 �r _ _ f , . 90834 r L. I Z OREGON 4 L T .7‘ . 7r— J 1 GALAH 000 000., 000 Expires:6-30-19 0000- 000 J O O O C0; I IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS — _—7_0.O.0 Q _- THEY ARE ACTING UNDER THE DIRECTION OF A 1 . i n n n n, p LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. i,., t N OR01%_TIGARD — TRIGARD uO 9585 SW WASHINGTON SQUARE RD PORTLAND,OR 97223 o- o t` o � Q 9" .1 1217 SHEET TITLE PROPOSED REMOVABLE a0 ENLARGED PROPOSED BOLLARD(TYP OF 13) EQUIPMENT LAYOUT ©) SHEET NUMBER A-4 12" 6" 0 1' 2' 3' ENLARGED PROPOSED EQUIPMENT LAYOUT 314"=1'-0" -NOTES r 12" -1 12" 1. SEE SHEET GN-3 FOR SIGN POST NOTES. CHARGING POST SIGNAGE SCHEDULE 2. ADDITIONAL PARKING SIGNS TO BE INSTALLED 2"ABOVE T T SUPERCHARGER CHARGE POST SIGN(S)TO INSTALL TOP OF PREVIOUS SIGN(IF APPLICABLE). 1A DEDICATED Ln 1 T=S 03 .- TF-51-F-1 g DEDICATED v� 2A DEDICATED T = SLn '1 VEHICLE 0 CHARGING ;O MINUTE O ii ONLY GENERAL PARKING 2B DEDICATED MOTORS,INC. T S.SL n 3A DEDICATED DEDICATED ENABLED 0 36 DEDICATED 3500 DEER CREEK RD ® A DEDICATED PALO ALTO,CA 94304 4B DEDICATED (650)681-5000 ii O 5AI DEDICATED 5B DEDICATED Ark PROPOSED NON-ILLUMINATED EXISTING CONCRETE gLigr PARKING SIGN(TYP OF 10) PROPOSED TESLACOLUMN(TYP) - Q PROPOSED TESLA PROPOSED LIGHT MOUNTED CHARGE POST EQUIPMENT TO CEILING(TYP 2) 0 PROPOSED 8"x8" EXISTING UPPER 1 (TYP OF 10) Ur liar WIREWAY / LEVEL SLAB I I i 1� IIIo . \ 1A 1B 2A 2B 3A 3B 4A 4B 5A 51 BLACK & VEATCH 0 0 D PI _ _ _ El _ - iii , _ �_ L S 6800 W 115th St,Suite 2292 T c.) TT T TT / T OVERLAND PARK,KS 66211 1 (913)458-2000 I ►. c ® - — — ® ®r 1 ® ®( -1 ®( l ®i I ®( 1I Q PROPOSED PROPOSED A EXISTING REMOVABLE BOLLARD(TYP) (TYP)EEL STOP CONCRETE SLAB PROJECT NO: 192745 DRAWN BY: VDP CHECKED BY: CNS I 1 6' 4' 2' 0 5' 10' SITE ELEVATION I _ =M. - A 3116"=1'-0" NOTE 1. GATE NOT SHOWN FOR CLARITY. J 0 11101/17 ISSUED FOR PERMITTING EXISTING UPPER REV DATE DESCRIPTION LEVEL SLAB PROPOSED OVERHEAD EXISTING CONCRETE ` • • e N f / CONDUIT(TYP) COLUMN(TYP) �� PR• es ' GINE - E/ PROPOSED TESLA 90834 % �© SUPERCHARGER CABINET(TYP) _ EXISTING = RAILING -_= — OREGON EXISTING CONCRETE 1- Q- COLUMN(TYP) .0,<,, �QV.16,2 �� r ra2„IGALAH�9- �r Expires:6-30-19 OO o 11 IT I5 A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A PROPOSED ill V O LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS REMOVABLE — — — — — — DocumENr. BOLLARD(TYP) N • g = - ORM_TIGARD V, 1 —— TRIGARD EXISTING = - 9585 SW WASHINGTON SQUARE RD CONCRETE SLAB Fil PORTLAND,OR 97223 PROPOSED QED 'NNNNNN:1 V - — SWITCHGEAR — EXISTING SHEET TITLE PROPOSED EQUIPMENT ASSEMBLY BOLLARD(TYP) SITE ELEVATIONS PLATFORM(TYP) Mk AMA% WWW SHEET NUMBER 12" 6" 0 1' 2' 3' 4' 5' 12" 6" 0 1' 2' 3' 4' 5' A-5 SITE ELEVATION B SITE ELEVATION ITII C U2„=l'-0„ 112”=1-0„ NOTES NOTES 1. NEMA TYPE 3R WIREWAY TO BE PROVIDED BY SCHNEIDER. 2. ENSURE TO USE SCHNEIDER PROVIDED CLOSING PLATES AT THE END OF WIREWAY. Q 1. USE DOTTIE DUCT SEAL COMPOUND PC 6130(CAT NO LHD1) 3. SCHNEIDER PROVIDED TEES,ELBOWS,OR CONNECTORS MAY BE NEEDED FOR BENDS AND v TO SEAL ENDS OF CONDUIT(TYP.ALL CONDUITS FOR SPLICES. SUPERCHARGERS AND CHARGE STATIONS). 4. CONTRACTOR TO FIELD SCAN FLOOR SLAB FOR EXISTING REINFORCEMENT.ENSURE 1"GAP �` At 4 1/2"DIA.HILTI KWIK BETWEEN ANCHORS AND EXISTING REBAR.CUTTING OR DAMAGING EXISTING REBAR IS �� 2. USE BELL FITTINGS ON ALL AC AND DC CONDUIT STUBS. ( ) BOLT TZ STAINLESS PROHIBITED. STEEL ANCHORS,3 1!4" 5. CUT PENETRATION THROUGH WIREWAY AT CHARGING POST LOCATIONS TO ROUTE CABLE.SEAL 30.00" T - 51_ 171' - MIN EFFECTIVE PENETRATION WITH ELECTRICAL GRADE SILICONE. WIREWAY CAR SIDE EMBEDMENT OR MOTORS,INC. T E.s L 1.50" 26.88" PROTECTIVE ENGINEER APPROVED CHARGER PLAN SHEATHING EQUAL PEDESTAL (PROVIDED BY OTHERS) SERVICE L ( 3500 DEER CREEK RD AREA J PALO ALTO,CA 94304 a (690)681-5000 o N. ra N a; M9.00" 5.25" 9.00" 3.38" N 1� PI , cc; Zr, INCOMING OUTGOING r• • N SWITCHGEAR CHARGING POST STRAIGHT SECTION U CAR SIDE ACO Dc DC M PE v' in 0.28"DIA. MOUNTING HOLES \ ,� ° (4)HILTI • ° ° BLACK & VEATCH XXX u (4)HILTI -1- 4-I-t r XXX (1)3"AC CONDUIT, (2)DC 3"NPT CONDUIT. I r r WIREWAY 4.50" I _ 1 1"PE CONDUIT STUB UP SHALL BE 6"OFF 660o w 115th St,Suite 2292 CHARGER ( ) OVERLAND PARK,KS 66211 (SEE NOTE 2) GROUND AND END IN FEMALE (913)458-2000 '� PEDESTAL NPT THREADED COUPLING IL ,/,_ _4.75" 20.50" _ (SEE NOTE 2) r2 0 o L--14 SLABING 1.11.1111 all EXISTING USLAB c, (4)XXX 0 CHARGER (4)XXX 0 2 12" (4)1/4"DIA.HILTI HAS-R304 ROD 2.12" FLAT HEAD PEDESTAL WIREWAY FLAT HEAD PROJECT NO: 192745 WITH 2 3/4"EMBEDMENT INTO ANCHOR ANCHOR DRAWN BY: VDP EXISTING CONCRETE SLAB AND PENDING CHECKED BY: CNS HIT-RE500 V3 EPDXY.(SEE NOTE 4) I N NEMA TYPE 3R WIREWAY NO SCALE A TESLA CHARGING POST FOOTING DETAIL NO SCALE B TESLA SUPERCHARGER ANCHOR BOLT& NO SCALE CONDUIT ENTRY DETAIL C NOTES NOTES SEE NOTE 1 1. (4)1/2"0 F593 SS THREADED RODS WITH RED HEAD EPCON C6+EPDXY AND MIN. O 1. SEE FLOOR PLAN IN F 1 EFFECTIVE EMBEDMENT OF 2 3/4". REFERENCED QED SWITCHGEAR r Mil ASSEMBLY DRAWINGS FOR 0 0 2. FASTENERS:(2)TOTAL 5/8"NUTS AND(2)TOTAL 5/8"WASHERS PER ANCHOR NUT MOUNTING HOLE LOCATION AND TYPICAL BOTTOM VIEW LAYOUT 0 11101/17 ISSUED FOR PERMITTING AND WASHER MATERIAL TYPE TO MATCH ANCHOR MATERIAL(2)5/8"NUT AND SWITCHGEAR BAY DIMENSIONS. a OF(1)QED SWITCHGEAR BAY. ,..REV DATE DESCRIPTION WASHER ABOVE BOLLARD FLANGE,(1)BELOW. 2. SEE ELEVATION IN REFERENCED 0 v SEE NOTE 1 3. HAND TROWEL ABOVE GRADE ELLIPTICAL FOOTING EDGES TO MATCH SHAPE SHOWN IN QED SWITCHGEAR ASSEMBLY w ° •1 r DRAWINGS FOR BASE CHANNEL to DETAIL. DIMENSION. 41.:,,idelLu-ci PR•© 3. MINIMUM6"CONCRETEL 3/4"DIA.MOUNTING HOLES „/O 4. CAST ENTIRE FOOTING IN ONE MONOLITHIC POUR. - OFFSET 3"FROM SIDES(TYP) M EDGE DISTANCE 5. BOLLARD MUST BE FROM TESLA AND INCLUDE WELDED ATTACHMENT PADS. - REQUIRED FOR PROPOSED FRONT OF QED SWITCHGEAR BAY f 90834 r ANCHORAGE. BOTTOM VIEW 1 6. CONTRACTOR TO FIELD SCAN FLOOR SLAB FOR EXISTING REINFORCEMENT,ENSURE 1" MINIMUM GAP BETWEEN ALL FLOOR PENETRATIONS AND EXISTING REINFORCEMENTS. I CUTTING AND DAMAGING EXISTING REBAR IS PROHIBITED. PROPOSED SWITCHGEAR OREGON ASSEMBLY CABINET 20�` 4/0V PROPOSED 16 2 15 �� - L4x3x1/4" ��GA LA VO' 18" — (TYP OF 24) 1 7/8" [- -M (NS+FS) 7 i HEAVY DUTY NUT Expires:6-30-19 g?`i/3� �� IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS � 4" BELLEVILLE WASHER THEY ARE ACTING UNDER THE DIRECTION OFA TYP ( ) IN11011 � LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. (TYP) 2 9/16" �J / 29.9" HOLES FOR BASE CHANNEL r - TESLA SUPERCHARGER 37.8 1/24)ASTM A307 BOLTS MIKE OR016_TIGARD 0Ir �� -i) O I 1 W/NUT AND N •.• PROPOSED 5/8"HILTI KWIK TRIGARD Coel O O° ENCLOSURE DATA:INGRESS PROTECTION IP55 WASHER • • ,•'....:,..1 BOLT TZ STAINLESS STEEL 9585 SW WASHINGTON SQUARE RD a� O ••: ANCHORS 3 1/8"EFFECTIVE I. WEIGHT:1320 lbs. z ' * PORTLAND,OR 97223 w r': 'i ;' ' EMBEDMENT MIN.(ESR#1917) 0 e 0 0 0 w :., :.::: COMPLIANCE: THE UNIT ISTUVLISTED AS IEC 61851-23, `•'e:..y-- ;.1 3/16" UL 2202,CSA 22.2 NO.107.1-01 COMPLIANT. ,', ` '" • ' 'c,_n 6 NOTES �' ;' SHEET TITLE 31/16" M r " ' •.. . {' 1. CABINET SHOULD BE LIFTED USING ROOF MOUNTED EYE INSTALLATION DETAILS HOOKS.A FORKLIFT OR PALLET JACK CAN ALSO BE USED TO PROPOSED CONCRETE SLAB MOVE CABINET IF DONE PROPERLY. 2. SEE SHEET GN-3 FOR CABINET NOTES. SECTION 1 3. INSTALL ANGLES TO BLOCK SIDE OPENINGS.EDGE OF 3"LEG SHEET NUMBER SHALL BE FLUSH WITH SUPPORT CHANNEL EDGE.GROUND BRAID MAY NEED TO BE RELOCATED. D-1 BOLTDOWN DETAIL NO SCALE D TESLA SUPERCHARGER CABINET DETAIL NO SCALE E QED SWITCHGEAR MOUNTING DETAIL NO SCALE F EC_ I_ - FEB 0 5 2018 _ ---- CITYOFTIGARD TMOSLn ri -WWI 5 L MOTORS,INC. T=s L PLANNINU/ENClNEEiii 3500 DEER CREEK RD PALO ALTO,CA 94304 (650)681-5000 T = SLR SUPERCHARGING STATION tvi TIGARD BLACK & VEATCH O R 016 TIGARD 6800 W 115th St,Suite 2292 OVERLAND PARK,KS 66211 (913)458-2000 9585 SW WASHINGTON SQUARE RD PORTLAND, OR 97223 PROJECT NO: 192745 DRAWN BY: VDP SITE INFORMATION APPLICABLE CODES PROJECT DESCRIPTION ZONING INFORMATION DRAWING INDEX CHECKED BY. CNS PROPOSED TESLA EV SITE ADDRESS: ALL WORK SHALL COMPLY WITH THE FOLLOWING APPLICABLE CODES: • INSTALL(5)TESLA SUPERCHARGER CABINETS PERMITTING JURISDICTION: CITY OF TIGARD SHEET NO: SHEET TITLE REV NO: e • 9585 SW WASHINGTON SQUARE RD,SUITE EV • INSTALL(10)TESLA CHARGING STATIONS ZONING CLASS: MUC T-1 TITLE SHEET&PROJECT DATA 0 PORTLAND,OR 97223 2011 OREGON PLUMBING SPECIALTY CODE • INSTALL(1)QED SWITCHGEAR ASSEMBLY 2010 OREGON MECHANICAL SPECIALTY CODE A-1 OVERALL SITE PLAN 0 EXISTING SITE ADDRESS: 2014 OREGON ELECTRICAL SPECIALTY CODE A-2 DEMOLITION SITE PLAN 0 9585 SW WASHINGTON SQUARE RD 2010 OREGON ENERGY EFFICIENCY SPECIALTY CODE A-3 PROPOSED SITE PLAN 0 PORTLAND,OR 97223 NFPA STANDARDS IN STATE STATUTES AND REGULATIONS DO NOT SCALE DRAWINGS A-4 ENLARGED PROPOSED EQUIPMENT LAYOUT 0 PROPERTY OWNER: IN THE EVENT OF CONFLICT,THE MOST RESTRICTIVE CODE SHALL CONTRACTOR SHALL VERIFY ALL PLANS, A-5 SITE ELEVATIONS 0 THOMAS RANDALL PREVAIL EXISTING DIMENSIONS&CONDITIONS ON THE E-1 ELECTRICAL PLAN 0 0 1110117 ISSUED FOR PERMITTING THOMAS.RANDALL@MACERICH.COM JOB SITE&SHALL IMMEDIATELY NOTIFY THE E-2 ELECTRICAL DETAILS 0 (503) 639 8865 ENGINEER IN WRITING OF ANY DISCREPANCIESREV DATE DESCRIPTION E-3 ELECTRICAL DETAILS 0 ♦ I EQUIPMENT SUPPLIER: BEFORE PROCEEDING WITH THE WORK. G-1 GROUNDING DETAILS 0 i TESLA MOTORS,INC. 1 D-1 INSTALLATION DETAILS 0 p PR 3500 DEER CREEK RD AREA MAP LOCATION MAP D-2 INSTALLATION DETAILS 0 Am `�� PALO ALTO,CA 94304 E sso ss1-s000 �_ - -s G I N (650) `.� tit - ,�� D-3 INSTALLATION DETAILS 0 F Q POWER COMPANY: North Plains 4 j-- I D-4 INSTALLATION DETAILS 0t �y _ it "-- (1 GN-1 GENERAL NOTES 1 r PORTLAND GENERAL ELECTRIC ', N h _" 0 }' .1. r. GN-2 GENERAL NOTES 2 p CONTACT:CHRIS JEWETT '�- r , -.,�;:' N -'{'�" +' , I �� (503)672-5481 Fore3t EL '»� Jr _ ;�ti, � k-_, GN-3 GENERAL NOTES 3 0r COUNTY: �- '`;�. ; 1 , �-- , a!kra j �, Ir _ - MULTNOMAH �` -� ,� -''"---,'-- 1., t- ! I = _,, Qyn _ 4 ��LATITUDE{NAD83}: !' ,_ '� �- -1as°zr z.ssos"N I H ftsboro ' z pf=`' ` '' F I '-, `45.45072° t_ s s 'PO. land 1 ---- I . • �f�Fir�tle;i C ns, •Cedar H LONGITUDE(NAD83}: '3 _ `%'^�' a•'; _ __ - - Expires:6-30-19 122'46'50.5312"W .,-_ . ADl'f a •p''i- �_�,7- '`)-` ,� j 4 PITA i I a a,I 122.78070° 1 -+ ' Geayam. I, r SW v I i T IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ---- 3 �,.�. r r�—J C7 7 THEY ARE ACTING UNDER THE DIRECTION OF A "s- `I EMI LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS CONTACT ENGINEER: ` I - DocuMENr. I - IRIh-l - , FOR REFERENCE ONLY 11? RUSSELL POLLOM '';1f-7 - "' a y - _4,,, I QED SWITCHGEAR ASSEMBLY (913)458-6274 i �'{ Garden'H4R1e ----- }. , s__ r�` i �_,. �. �~I POLLOMRE@BV.COM `l_ -' �t p, ��ukj Ir i ':'.' r,� I jt OR016_TIGARD 1 4111, --f SI .. �� , Sill - TRIGARD f t 3 i CI �� -i '-. 1'_..._ FLOOD HAZARD AREA NOTE ~'-- - -" L I ;' 5V ] J� 9585 SW WASHINGTON SQUARE RD '' - ` Lek �3sweg�`' I PORTLAND OR 97223 THIS SITE IS LOCATED IN FLOOD ZONE"X". — !'• #'. •I '4.' ) Y' bf ENGINEER OF RECORD NO BASE FLOOD ELEVATION. # �B�C [Tl, �� AREA DETERMINED TO BE OUTSIDE 500-YEAR '+-�-' I •° rfr' Oak Grate I - �r� I I� S�L� =r. NOEL HERRERA FLOOD PLAIN. ( "j tt PE#90834PE �.r Tualatin - Gladstone 1 � 4 It BLACK&VEATCH CORPORATION SHEET TITLE i �7-I s 11.,,,,..-'` } cw CONTRACTOR NOTE � � "t�', 40_ f _i �, f �co�L sr TITLE SHEET& CONTRACTOR SHALL COMPLETE INSTALL PER 1 Sherwood .' '; ::Oregon city _•- ,\\ti CALL BEFORE YOU DIG PROJECT DATA THE SIGNED AND SEALED SET OF DRAWINGS. # -`1• , ty, ) ANY NECESSARY DEVIATIONS FROM THE r, I , �_--` � 's DRAWINGS MUST BE SUBMITTED THROUGH AN �� t I I UNDERGROUND SERVICE ALERT RFI REQUEST PROCESS WITH ENGINEERING r -I :I'm/oxtail- ' 4- \ as,LprT UTILITY NOTIFICATION CENTER OF OREGON SHEET NUMBER FOR AN APPROVAL PRIOR TO CONTRACTOR Pi* I _ `� tires. I - • I`i (.(...i.‘ 811 OR 1-800-332-2344 T-1 PROCEEDING WITH A DEVIATION OF THE _ 1 ti } M r I � SIGNED AND SEALED SET OF DRAWINGS. Uti4- � t;IISO)l I� ' [iJ � 3 WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTION 5 ' io Central porint _ �' 3 I IT, ,,,' -•••', 1 , / \ I / 4 ,.,. v/,• . /// ; , \-7------,,r---;',.-.,-� £J9 \ - ✓ EXISTING T 5 L n T <P ,., �,`---- -M1 ti' ¢ I I '- I a r UTILITY DUCT c • 4 ✓n ' {v, • / , ✓ MOTORS,INC. r=s L Fi 3 Foy, v. a ✓ \ \\ j !I!• ✓ BANK(TYP) I n`44� }II' EXISTING PARKING I '! II 111LINE(TYP) ii• I 3500 DEER CREEK RD ' ::-- I PALO ALTO,CA 94304 I `- o -,, ,.4 : / r.I I i` r (sso)681-5000 ., 4 Q, „..,, , 1 „ K 7', „ . . , - s 7. o z'N'4 tia I I 1 • S:1 ° I''. �� EXISTING !, .. C„r EXISTING r. r �_' Jt'�y� n i - BUILDING •`1i; ! < CLEANOUT(TYP) ° L• . •, ° ° 'I . t% EXISTING SITE ✓ ��i'� I I EXISTING WATER I ACCESS ROAD -, I) METER(TYP) I (moi �� / ! li - EXISTING CONCRETE ° . I ✓ SIDEWALK(TYP) ill U� L� ` / ' �I, 6� II • •� II BLACK & VEATCH • w �.� r ~ EXISTING \ �� ■ I iit i a �\f„,' ,i;'-' < jl 6800 W 115th St,Suite 2292 r ti CONCRETE III / OVERLAND PARK,KS 66211 a JJ PARKING LOT ?:--- II ®I ( ) +j 913 458-2000 'f:trLs EXISTING STORM - Ti' ✓ \� J , / �! I ` DRAIN(TYP) III' i'• ° < • i G -- EXISTING GRASSY w • w EXISTING WALL I SEE PROPOSED SITE I. I PROJECT NO: 192745 AREA(TYP) TYP i j I DRAWN BY: VDP (TYP) PLAN SHEET A-3 /^ �1! fv j CHECKED BY: CNS I , „.. '\\IF \ ‘ � i/ �I!' I< ( / ` \EXISTINGvv A ' � _ I (Ti i UNDERGROUND / ,%_ O ■ SANITARY LINE °•' • I EXISTING I y �' TREE(TYP) I �, I EXISTINGV , Je I UNDERGROUND N,,,‘, II I, • °/ / ..,,,,,--7_,-.0---z--„,. > �� ` � STORM SEWER �' I `"”' • °i 0 11107/17 ISSUED FOR PERMITTING 1 lr Q �; j I LINE(TYP) o • • •,. ',7,' ° �, 1.; •i REV DATE DESCRIPTION G 66?5 I I l F p �� a Srl 'J' `1 I v r~ \ PR. <r4" , n 1 '-- EXISTING / I • ✓ i -cS N s l rI PILLAR(TYP) \ EXISTING UNDERGROUND r1 G I EF �Q 4, I / \ / ELECTRIC LINE(TYP) fe' lL �'.. I EXISTING ` / 90834 �r t`^, / •� r CONCRETE /, l - ` ;,. J� QJ / CURB (TYP) --..-_ SEE PROPOSED v \ / _ SITE PLAN �i° °s- ;;;� i ' \ j c • SHEET A-3 ✓ I OREGON TT s, 1 i'3 . _��'',..3 ods'f r ® ` I/ \ '\ \ / `' 1 ° I QF NAV.16,2-C)...3 .R...<<"- , �i`C ,,,j ,- • I GA LA n— \\ v v I ,._ , ,,,,,,„, < i Expires:6-30-19 • `Q y y ' N •/ I# '6 11 • •r•-•..,,. '' + / • i I I( ✓ F- IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS __ .22 ✓ Z THEY ARE ACTING UNDER THE DIRECTION OF A t 1?.�."�� \ ; EXISTING IRRIGATION / • II I II W LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS r ' � v�� N {{ 1 ,` CONTROL VALVE(TYP) / f ( li 4 I ` DOCUMENT ' _ _ EXISTING LIGHT <�, G Z w OR016_TIGARD POLE(TYP) n Q r�+ 1 't EXISTING SANITARY EXISTING J f % ,- � I-J i+ ` t i 7, TRIGARD • u \' ® ' SEWER(TYP) BOLLARD(TYP) - ; I,,. I , R Ir l °�`, " Jill ✓ w w 9585 SW WASHINGTON SQUARE RD a -h '- EXISTING I •�i I \ PORTLAND,OR 97223 . EXISTING I Nz g-q q'' t 1+ + ,l �, ELEVATOR I ! } .-.•.•.•.PROPERTY.•. \ e`86 � 11 + '✓ --- -_ 'LINE(TYP) s `l A '• , EXISTING EXISTING '� __ ----- a U.' '{ BUSH (TYP) STAIRS �n 1 ' o ,• . — (TYP) — ',I • j �Ii II j SHEET TITLE ',/-, d_;:,'4•,i EXISTING -/V—W1' a I OVERALL SITE PLAN j N t, - _ r- TRANSFORMER I .• ,i . - _ \ ,76117731 , 1.\\,‘ EXISTING \�+ \ \\ (TYP) ` I I a FENCE(TYP) \ \ a �I �a,�' 11.''':/1-1 ! i c \ ' __ --.r — _.4� I �J �:I n ..... (A) SHEET NUMBER 20' 10' 0 20' 40' 1,20' NOTE 1. ALL QUANTITIES LISTED IN DEMOLITION PLAN SHEET ARE ONLY APPROXIMATIONS.THE CONTRACTOR SHALL VERIFY ALL QUANTITIES BEFORE BIDDING. �! T = SLn 1— 1 . V' \I co % MOTORS,INC. T E s L Fi ` - 3500 DEER CREEK RD // \ PALO ALTO,CA 94304 /%/ - \ 1 (650)681-5000 . EXISTING ROLLING EXISTING ELECTRIC I SHUTTER TO BE GEAR REMOVED -1 // - / 1 1, EXISTING ROLLING I SHUTTER >` / I I --- EXISTING BOLLARD(TYP) 11 I J I - I Ili , BLACK & VEATCH i.,' 6800 W 115th St,Suite 2292 /// OVERLAND PARK,KS 66211 w j (913)458-2000 '� / 3 - EXISTING ELECTRICAL LINE(TYP) 1 PROJECT NO: 192745 DRAWN BY: VDP EXISTING GROUND / CLEAR APPROXIMATELY LEVEL CONCRETE CHECKED BY: CNS I PARKING LOT --- / 208 SQ FEET AREA FOR PROPOSED TESLA STATION , • ~ 1 REMOVE EXISTING /�, PARKING LINE BY /j GRINDING(TYP OF 12) 7 N • • • \ . i w x 0 11101117 ISSUED FOR PERMITTING 1 / J * } w `REV DATE DESCRIPTION 1 I • l • ' \ \ `�. \ * /`-1' `' �L N. •w r 1. // • v ? c y 1 0' /°‘' ` 4. 4. ' ` f 90834 `fir 1. S. r• • • * OREGON I L��vvvvvv��v�� \‘»\\\\vwww�� Nw\wvv\wvvvvvvv1�vvv»vvvv�w��wvvwvvvv\vv\\\N��N\\\ v� \\v\v\v\\\ wvvv\\w .. 1 2 Q- \ '�GALAHE ST sT ST - •i - -- ST S T /vl ST - --___ - - / T ? S — -- 5T -- S" ST S •� `� Expires:6-30-19 EXISTING \ . \� j IT ISA VIOLATION OF LAW FOR ANY PERSON,UNLESS COLUMN(TYP) ,J ` \ THEY ARE ACTING UNDER THE DIRECTION OF A \ v LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS ?� EXISTING DOCUMENT. • NUNDERGROUND , \\ • - STORM LINE \ \1 \ \ EXISTING i OR016_TIGARD / PARKING TRIGARD X/; / LINE(TYP) 9585 SW WASHINGTON SQUARE RD PORTLAND OR 97223 c �. SHEET TITLE s J DEMOLITION SITE PLAN SHEET NUMBER A-2 6' 4' 2' 0 5' 10' DEMOLITION SITE PLAN , , , _ 3/16,--t-0" NOTESS 1. FOR SIGNAGE INFORMATION SEE SHEET A-5. PROJECT AREA STALL COUNT TESLA EQUIPMENT SCHEDULE EXISTING STALL COUNT 11 TESLA EQUIPMENT DESCRIPTION PART NUMBER QUANTITY 2. CONTRACTOR TO INSTALL LITHONIA LIGHT:DSXPG LED 2 10B700/50K T5M MVOLT HS SF DNAXD PROPOSED TESLA CHARGING STALLS 10 CHARGER CABINET GEN 1 1133063-00 5 CHARGING POST VER 1 1108926-00 10 = 5 L n ©PROPOSED MOTORS,INC. T-s L QED SWITCHGEAR W ASSEMBLY 3500 DEER CREEK RD PALO ALTO,CA 94304 EXISTING 1 RAILING w (650)681-5000 sH I EXISTING CONDUIT r 6'-8" ■ STUB UPS r X ~ x t X _ �� ? -- EXISTING '1/o ROLLING &, I SHUTTER R//'" '_ - EXISTING GROUND LEVEL CONCRETE � PARKING LOT EXISTING © BLACK & VEATCH BOLLARD(TYP) 4110 PROPOSED FOLDING GATE VP6800 W 115th St,Suite 2292 OVERLAND PARK,KS 66211 (913)458-2000 -77 EXISTING UNDERGROUND ELECTRICAL LINE(TYP) EXISTING CONTOUR(TYP) I PROJECT NO: 192745 - - / DRAWN BY: VDP CHECKED BY: CNS le PROPOSED LIGHT MOUNTED TO EXISTING GROUND PROPOSED PARKING SEE ENLARGED CEILING(TYP OF 2)(SEE NOTE 2) LEVEL CONCRETE LINE(TYP OF 11) PROPOSED EQUIPMENT e ,_ e N PARKING LOT LAYOUT SHEET A-4 8,4„ g,-0., • 32:7:11,--- 7(TYP) � .— L (TYP) NIMMP MI, / 1 1 II gi CI El CI Q PROPOSED REMOVABLE �'=' PROPOSED NON-ILLUMINATED c o nrot 1T ISSUED FOR PERMITTING PARKING SIGN{TYP OF 10) W BOLLARD(TYP OF 13) w"I I I `REV DATE DESCRIPTION �� 1 PROPOSED TESLA I ® �® ® r • Q PROPOSED I I CHARGE POST �� co a t 1 WHEEL STOP 1 QED PR• . a LJ (TYP OF 10) (TYP OF 19) I �� /O r I I 0 'Vs ct , , CV 4,_6"4'-6" - o a90834 �r (TYP) (TYP) r, I O O 5B 5A 4B r .. 4A imi 3A 2B 2A 1B 1A ® J OREGON I I , - I //��- I/ y` �/l 1 T I T ..._.1_-_i\ . _-_. T -_ T_. 1 T _ T T _I T T �O\/ �O• �U�✓O�� Cs�� a II �5T 5T �' _ S T ST <-,1 GA LA\-\ j J 5T I / �T —_ - �- -- / } _ \ 4 ,� as Q1 \ 5T / ~ 1 i \ ,f \ �/ Expires:6 30 19 IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS if _ THEY ARE ACTING UNDER THE DIRECTION OF A �Tf- �,� LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS EXISTING STORM / AJ \ DOCUMENT. EXISTING\ •. /�` Mk PROPOSED 8"x8" SEWER LINE(TYP) r• \ COLUMN(TYP) I _ .� ,�. OR016 TIGARD '� \. ��i4'o., TRIGARD —EXISTING PARKING \ 9585 SW WASHINGTON SQUARE RD / LINE(TYP) \ / \ \ PORTLAND,OR 97223 .'& C) ��Q\ SHEET TITLE 0 C` \ i PROPOSED SITE PLAN _ - –4111111111 %W SHEET NUMBER 6' 4' 2' 0 5' 10' A-3 PROPOSED SITE PLAN I — — _ 3/16"=1'0" e T = SLn T 2'-1" z'-1 1' 5'-0" MOTORS,INC. T A 5 L (TYP) 3500 DEER CREEK RD PALO ALTO,CA 94304 - d -�� ,.c. ,2ersit„ o�z (650)681-5000 0 0 4 O C ›- ;- ;- H 0 0 o C`: PROPOSED EQUIPMENT Q�� .o o O C C-0 PLATFORM(TYP) WUPUF 0000 coG I '00 CC eco Goo D.r_ -0_0 qr. Z.. o hh PROPOSED TESLA ©© 1 (TYP) 4 SUPERCHARGER BLACK & VEATC H I T CABINET(TYP OF 5)�� ' ao� �) ®� ® O• 6800 W 115th St,Suite 2292 OVERLAND PARK,KS 66211 (913)458-2000 O O 0 ® 0 5,_5.. (TYP) li/I I, / PROJECT NO: 192745 c DRAWN BY: VDP in CHECKED BY: CNS I 1 I o D_ . - Z., 8 A A (TYP) ��\ o ' 0 1110107 ISSUED FOR PERMITTING 1 1 `REV DATE DESCRIPTION ! r 1 o ® ED PR. �R ',� , GINEF. -,/0 �_ 90834 �r OREGON � o a o 1. S, ,1700G:. �ALANE GOO'.. _ 0Co 7 • o Expires:6-30-19 o-, G G RISA VIOLATION OF LAW FOR ANY PERSON,UNLESS __;'''Ci.):.;S4 THEY ARE ACTING UNDER THE DIRECTION OF A r O LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. ih N. I N OR016_TIGARD TRIGARD oOs ° ° 9585 SW WASHINGTON SQUARE RD ll(��))M © PORTLAND,OR 97223 -I 0 SHEET TITLE PROPOSED REMOVABLE Mk ENLARGED PROPOSED BOLLARD(TYP OF 13) VW EQUIPMENT LAYOUT 0/1* ©I SHEET NUMBER A-4 12" 6" 0 1' 2' 3' ENLARGED PROPOSED EQUIPMENT LAYOUT 3/4,1,0" r 12' 1 r 12' 1 NOTES CHARGING POST SIGNAGE SCHEDULE 1. SEE SHEET GN-3 FOR SIGN POST NOTES. __-1 �1 2. ADDITIONAL PARKING SIGNS TO BE INSTALLED 2"ABOVE T I SUPERCHARGER CHARGE POST SIGN(S)TO INSTALL TOP OF PREVIOUS SIGN(IF APPLICABLE). m DEDICATED A TSLW 1 T=S L WW O DEDICATED r� m T = SLn T VEHICLE DEDICATED CHARGING 30 MINUTE O ONLY GENERAL PARKING ED DEDICATED MOTORS,INC. T H H L H m DEDICATED DEDICATED ENABLED 0 la DEDICATED CO DEDICATED 3500 DEER CREEK RD ® PALO ALTO,CA 94304 m DEDICATED (650)681-5000 OE121 DEDICATED m DEDICATED Q PROPOSED NON-ILLUMINATED ir EXISTING CONCRETE - PARKING SIGN(TYP OF 10) COLUMN(TYP) CHARGE POST PROPOSED TESLA PROPOSED LIGHT MOUNTED Q PROPOSED 8"x8" EXISTING UPPER (TYP OF 10) Ur EQUIPMENT TO CEILING(TYP OF 2) Ur WIREWAY // LEVEL SLAB lf- ---,--- I 1A 16 2B I2AI I3AI 13B1 4A 46 j 5A PROPOSED TESLA 58 BLACK & VEATCH _ fFil 6800 W 115th St,Suite 2292 c T T T — ♦ LT) f T T .17T T OVERLAND PARK,KS 66211 , (913)458-2000 11 1 _ _ _ _ _ _ _ _ _ _ . _ _ __ _ . _ ___ _ .: _ _ _ _ • _ _ _ _ . _ _ _ _ . . , . PROPOSED -- ----, - ------ _ —�.----- ----- PROPOSED Q REMOVABLE EXISTING BOLLARD(TYP) WHEEL STOP CONCRETE SLAB (TYP) NV PROJECT NO: 192745 DRAWN BY: VDP CHECKED BY: CNS / 1 6' 4' 2' 0 5' 10' SITE ELEVATION 1 — — — A 3/16"=1'-0" NOTE 1. GATE NOT SHOWN FOR CLARITY. 0 11/01/17 ISSUED FOR PERMITTING EXISTING UPPER `REV DATE DESCRIPTION LEVEL SLAB PROPOSED OVERHEAD EXISTING CONCRETE / --- -- _ CONDUIT(TYP) COLUMN(TYP) / r �E� P�• , 1 i— . 1 ! 0 PROPOSED TESLA© f/ 90834 ��r SUPERCHARGER � ' CABINET(TYP) EXISTING - =-- RAILING — -- OREGON EXISTING CONCRETE COLUMN(TYP) Al �c) �OV.)6,2015 : r r ' I �q�A L A HE�� %® 1 r /.D m Expires:6-30-19 \ : OIT IS A VIOLATION Of LAW FOR ANY PERSON,UNLESS PROPOSED THEY ARE ACTING UNDER THE DIRECTION OF A EG LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS REMOVABLE - - - _ DOCUMENT. BOLLARD(TYP) � MI OR016_TIGARD =_ TRIGARD EXISTING ! ____-- -- 9585 SW WASHINGTON SQUARE RD CONCRETE SLAB --..,1,,,,,,_ - - _ ~� I -_ �. PORTLAND,OR 97223 ill, PROPOSED QED --- 41mSWITCHGEAR EXISTING SHEET TITLE PROPOSED EQUIPMENT IliiirASSEMBLY BOLLARD(TYP) PLATFORM(TYP) SITE ELEVATIONS SHEET NUMBER 12.. 6" 0 1' 2' 3' 4' 5' 12" 6" 0 1' 2' 3' 4' 5' A-5 SITE ELEVATION B SITE ELEVATION C 112..=1'-0" 112"=1-0" NOTES NOTES 1. NEMA TYPE 3R WIREWAY TO BE PROVIDED BY SCHNEIDER. 2. ENSURE TO USE SCHNEIDER PROVIDED CLOSING PLATES AT THE END OF WIREWAY. Q 1. USE DOTTIE DUCT SEAL COMPOUND PC 6130(CAT NO LHD1) 3. SCHNEIDER PROVIDED TEES,ELBOWS,OR CONNECTORS MAY BE NEEDED FOR BENDS AND v TO SEAL ENDS OF CONDUIT(TYP.ALL CONDUITS FOR SPLICES. SUPERCHARGERS AND CHARGE STATIONS). 4. CONTRACTOR TO FIELD SCAN FLOOR SLAB FOR EXISTING REINFORCEMENT.ENSURE 1"GAP �� BETWEEN ANCHORS AND EXISTING REBAR.CUTTING OR DAMAGING EXISTING REBAR IS MIIMIP___- � 2. USE BELL FITTINGS ON ALL AC AND DC CONDUIT STUBS. (4}1/2"DIA.HILTI KWIK PROHIBITED. BOLT TZ STAINLESS 5. CUT PENETRATION THROUGH WIREWAY AT CHARGING POST LOCATIONS TO ROUTE CABLE.SEAL 30.00" STEEL ANCHORS,3 114" -r - S L n PENETRATION WITH ELECTRICAL GRADE SILICONE. MIN EFFECTIVE mow WIREWAY CAR SIDE EMBEDMENT OR MOTORS,INC. T=S L PROTECTIVE 1.50" 26.88" ENGINEER APPROVED CHARGER SHEATHING PEDESTAL PLAN EQUAL (PROVIDED BY OTHERS) SERVICE 3500 DEER CREEK RD PALO ALTO,CA 94304 AREA / o (650)681-5000 ... o N 6 in 9.00" 5.25" 9.00" 3.38"r ,., r . . ;-. N n INCOMING OUTGOING STRAIGHT SECTION 1111- N SWITCHGEAR CHARGING POST CAR SIDE ACO Dc DC OD- PE "' 0.28"DIA. 2 -� MOUNTING HOLES C7 \c' / o o (4)HILTI w u' r` . XXX o a (4)HILTI BLACK & VEATCH --1– 4L r } FT -N� -1)-1 WIREWAY O XXX (1)3"AC CONDUIT, (2)DC 3"NPT CONDUIT. 4.50" 6800 W 115th St,Suite 2292 iv 1 1"PE CONDUIT STUB UP SHALL BE 6"OFF I I I N CHARGER ( ) OVERLAND PARK,KS 66211 �J �; ,' (SEE NOTE 2) GROUND AND END IN FEMALE (913)458-2000 I I NPT THREADED COUPLING II I il • PEDESTAL I i t �r L j 4.75" 20.50" (SEE NOTE 2) O �� EXISTING MEM EXISTING Lc, SLAB SLAB r (4)1/4"DIA.HILTI HAS-R304 ROD (4)XXX 0 CHARGER (4)XXX 0 r 2'12 WITH 2 3/4"EMBEDMENT INTO 2.17' FLAT HEAD PEDESTAL WIREWAY FLAT HEAD PROJECT NO: 192745 EXISTING CONCRETE SLAB AND ANCHOR ANCHOR DRAWN BY: VDP HIT-RE500 V3 EPDXY.(SEE NOTE 4) PENDING CHECKED BY: CNS e 1 NEMA TYPE 3R WIREWAY NO SCALE A TESLA CHARGING POST FOOTING DETAIL NO SCALE B TESLA SUPERCHARGER ANCHOR BOLT& NO SCALE C CONDUIT ENTRY DETAIL NOTES Cot NOTES SEE NOTE 1 1 1. (4)1/2"0 F593 SS THREADED RODS WITH RED HEAD EPCON C6+EPDXY AND MIN. 0 1. SEE FLOOR PLAN INfr EFFECTIVE EMBEDMENT OF 2 3/4". REFERENCED QED SWITCHGEAR T 111111M11.111.M .111. ASSEMBLY DRAWINGS FOR ° ° 2. FASTENERS:(2)TOTAL 5/8"NUTS AND(2)TOTAL 5/8"WASHERS PER ANCHOR NUT MOUNTING HOLE LOCATION AND TYPICAL BOTTOM VIEW LAYOUT a nraTnT ISSUED FOR PERMITTING AND WASHER MATERIAL TYPE TO MATCH ANCHOR MATERIAL(2)5/8"NUT AND to I SWITCHGEAR BAY DIMENSIONS. v OF(1)QED SWITCHGEAR BAY. `REV DATE DESCRIPTION WASHER ABOVE BOLLARD FLANGE,(1)BELOW. 2. SEE ELEVATION IN REFERENCED 0_,_ SEE NOTE 1 3. HAND TROWEL ABOVE GRADE ELLIPTICAL FOOTING EDGES TO MATCH SHAPE SHOWN IN QED SWITCHGEAR ASSEMBLY w o DRAWINGS FOR BASE CHANNEL Ep PR. I DETAIL. DIMENSION. , 3. MINIMUM 6"CONCRETE 3/4"DIA.MOUNTING HOLES „ 4. CAST ENTIRE FOOTING IN ONE MONOLITHIC POUR. OFFSET 3”FROM SIDES TYP c? EDGE DISTANCE (TYP) ..,,,,,,,,„.„..t, 5. BOLLARD MUST BE FROM TESLA AND INCLUDE WELDED ATTACHMENT PADS. C REQUIRED FOR PROPOSED FRONT OF QED SWITCHGEAR BAY f 90834 <' ANCHORAGE. BOTTOM VIEW 6. CONTRACTOR TO FIELD SCAN FLOOR SLAB FOR EXISTING REINFORCEMENT,ENSURE 1" MINIMUM GAP BETWEEN ALL FLOOR PENETRATIONS AND EXISTING REINFORCEMENTS. ] OREGON CUTTING AND DAMAGING EXISTING REBAR IS PROHIBITED. PROPOSED SWITCHGEAR PROPOSED ASSEMBLY CABINET 2O�` ��l/ 16 2�� Q� L4x3x1/4" 18"== (TYP OF 24) '��A LA N� 17/8" I- IM (NS+FS) 7 i Expires:6-30-19 @� �(} HEAVY DUTY NUT `?<i� t �J L� IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS I 4" j. •, f BELLEVILLE WASHER THEY ARE ACTING UNDER THE DIRECTION OFA t{ LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS (TYP) 1014111111-110 �jI� DOCUMENT. 2 9116' ,�, 29.9" (2) %� l' BASE CHANNELilir o N. r 37.8 - HOLES FOR 1/2�� I O 11 TESLA SUPERCHARGER A307 BOLTS • ■ 1m1 OR016_TIGARD co O O ENCLOSURE DATA:INGRESS PROTECTION IP55 W/NUT AND n .:, 4. PROPOSED 5/8"HILTI KWIK TRIGARD WASHER F : •' � BOLT TZ STAINLESS STEEL 9585 SW WASHINGTON SQUARE RD O �1 O 0 ... ANCHORS 3 1/8"EFFECTIVE 1111 C iWEIGHT:1320 lbs. Z _., •,• ' w ••••• r` «: .• EMBEDMENT MIN.(ESR#1917) PORTLAND,OR 97223 COMPLIANCE: THE UNIT IS TUV LISTED AS IEC 61851-23, CO _:.. UL 2202,CSA 22.2 NO.107.1-01 COMPLIANT.io .. , 1 3/16" _ „. io NOTES -' i" 31/16" M ''•• :! SHEET TITLE r -a 1. CABINET SHOULD BE LIFTED USING ROOF MOUNTED EYE INSTALLATION DETAILS HOOKS.A FORKLIFT OR PALLET JACK CAN ALSO BE USED TO PROPOSED CONCRETE SLAB MOVE CABINET IF DONE PROPERLY. 2. SEE SHEET GN-3 FOR CABINET NOTES. SECTION 1 3. INSTALL ANGLES TO BLOCK SIDE OPENINGS.EDGE OF 3"LEG SHEET NUMBER SHALL BE FLUSH WITH SUPPORT CHANNEL EDGE.GROUND BRAID MAY NEED TO BE RELOCATED. D-1 BOLTDOWN DETAIL NO SCALE D TESLA SUPERCHARGER CABINET DETAIL NO SCALE E QED SWITCHGEAR MOUNTING DETAIL NO SCALE F I. PROPOSAL SUMMARY INFORMATION DATE: January 23, 2018 APPLICANT: Tesla Motors c/o Kevin Martin Black& Veatch Engineering 5885 Meadows Road, Suite 700 Lake Oswego OR 97035 Telephone: 503-443-4474 Email: martink@bv.com PROPERTY OWNER: PPR Washington Square LLC 9302 SW Washington Square Road Tigard OR 97223 REQUEST: Minor Modification of an existing parking structure to install (10) charging posts and associated control cabinets for a new Tesla Electric Vehicle (EV) Charging Station MAP/TAX LOT: 1S1 26-00300 LOCATION: 9585 Washington Square Road ZONING: MUC II. PROPOSAL DESCRIPTION Tesla is a US based company that fully designs and manufactures the world's leading electric vehicles. To date, Tesla has delivered more than 200,000 cars across North America, Europe, and Asia. In our mission to accelerate the adoption of electric vehicles, Tesla has deployed a fast- charging solution called the Supercharger. Superchargers are connectors that charge a Tesla in minutes instead of hours and are strategically built to minimize stops during long distance travel. Supercharger stations are conveniently located along well-traveled highways and each station contains multiple Superchargers to help drivers get back on the road quickly. Today, over 2,600 Superchargers are installed at over 350 locations in North America, with over 820 locations and 5,000 Superchargers worldwide. Tesla vehicles are 100% electric with range capability of up to 335 miles on a single charge. Supercharger stations are available to Tesla customers 24 hours a day, 7 days a week. The Station does not require any attendants or employees and access to the charging stations is via existing roads, parking stalls and sidewalks around the proposed site. Because of the robust range, Teslas are ideal for road trips and daily driving alike. The process of Supercharging is very easy: customers are directed to recharge at a Supercharger via the in-car navigation, pull into a parking stall with a Tesla charging cable, and plug in. The average charge session is around 35 minutes, with cars fully charged in about 1 hour if the battery is near empty. While the car charges, Tesla owners heavily patronize local businesses to show their support for hosting a Supercharger station. To maximize efficiency and minimize impact, the car alerts its owner through their cell phone once charging is complete. The proposed supercharger is intended to serve members of the traveling public that own Teslas. It is not part of the existing parking spaces for the Tesla retail store inside the mall. That parking area does not have superchargers. The proposed facility will be located in the lower level of the parking structure located adjacent to the Cheesecake Factory and other commercial establishments. There will be a total of ten charging stations, with five control cabinets to operate them. The attached site plan shows the proposed layout. III. APPLICABLE CRITERIA The applicant had a pre-application conference with the City on May 23, 2017 (notes attached) to determine what review procedure is appropriate since EV chargers are not specifically listed in the Tigard Code. It was determined that the project should be reviewed as a Minor Modification to the existing parking garage. Page 2 January 23, 2018 Chapter 18.780 SITE DEVELOPMENT REVIEW 18.780.030 Approval Process B. Minor modifications. An application for a minor modifications of an approved plan or existing developments, as defined in Section 18.780.050, shall be processed through a Type I procedure, as provided in Section 18.710.050, using approval criteria in Section 18.780.050. The applicant is applying for a Type I review. 18.360.050 Minor Modifications A. Minor modification defined. Any modification that is not within the description of a major modification as provided in Section 18.780.040 shall be considered a minor modification. The applicant had a pre-application conference with the City on May 23, 2017 (notes attached) to determine what review procedure is appropriate since EV chargers are not specifically listed in the Tigard Code. It was determined that the project should be reviewed as a Minor Modification to the existing parking garage. B. Process. An applicant may request approval of a minor modification in compliance with 18.780.030.B and as follows: 1. Providing the director with three copies of the proposed modified site development plan; and 2. A narrative that indicates the rationale for the proposed modification addressing the changes in 18.780.040.8. The applicant is providing three copies of the proposed site development plans and this narrative. C. Approval criteria. The approval authority shall approve or approve with conditions an application for a minor modification when all of the following are met: 1. The proposed development is in compliance with all applicable requirements of this title; and Applicable requirements of this title are addressed below. Page 3 January 23, 2018 2. The modification is not a major ntodifrcation. Title 18.780.040, Major Modifications, lists the following evaluation criteria to determine if a major modification will result: 1. An increase in dwelling unit density, or lot coverage for residential development; No residential development is proposed as part of this application. 2. A change in the ratio or number of different types of dwelling units; No residential development is proposed as part of this application. 3. A change that requires additional on-site parking in compliance with Chapter 18.310, Off-Street Parking and Loading; The proposed EV chargers will be installed at existing parking stalls. 4. A change in the type of commercial or industrial structures as defined by the state building code; The proposed EV chargers will be installed at existing parking stalls in the existing parking garage. The parking structure itself will not be modified. 5. An increase in the height of the building(s) by more than 20 percent; The proposed EV chargers will be installed at existing parking stalls in the existing parking garage. The parking structure itself will not be modified. 6. A change in the type and location of accessways and parking areas where off-site traffic would be affected; The proposed EV chargers will be installed at existing parking stalls in the existing parking garage. No existing accessways will be modified. 7. An increase in vehicular traffic to and from the site and the increase can be expected to exceed 100 vehicles per day; The proposed EV chargers will be installed at existing parking stalls in the existing parking garage. No increase in traffic is expected. Page 4 January 23, 2018 8. An increase in the floor area proposed for a nonresidential use by more than 10 percent excluding expansions under 5,000 square feet; The proposed EV chargers will be installed at existing parking stalls in the existing parking garage. The parking structure itself will not be modified. 9. A reduction in the area reserved for common open space and/or usable open space that reduces the open space area below the minimum required by this title or reduces the open space area by more than 10 percent; The proposed EV chargers will be installed at existing parking stalls in the existing parking garage. The parking structure itself will not be modified. No open space or common areas will be affected. 10. A reduction of project amenities below the minimum required by this title or by more than 10 percent where specified in the site plan: a. Recreational facilities; b. Screening; and/or c. Landscaping provisions The proposed EV chargers will be installed at existing parking stalls in the existing parking garage. The parking structure itself will not be modified. No open space or common areas will be affected. 11. A modification to the conditions imposed at the time of site development review approval that are not the subject of paragraphs 1 through 10 of this subsection No modifications to conditions are proposed by this application. Based on the findings above it can be determined that the proposed EV chargers are a minor modification. 18.780.060 Approval Criteria The approval authority shall approve or approve with conditions a site development review application when all of the following are met: Page 5 January 23, 2018 A. Compliance with all of the applicable requirements of this title, including Chapter 18.910, Improvement Standards; Chapter 18.910, Improvement Standards, addresses facilities and utilities such as streets sewers, and drainage. Such improvements are not needed for this proposal. B. Relationship to the natural and physical environment— Nonresidential development. 1. Buildings shall be... No buildings are proposed as part of this application. 2. Innovative methods and techniques to reduce impacts to site hydrology and fish and wildlife habitat shall be considered based on surface water drainage patterns, The proposed EV chargers will be installed at existing parking stalls in the existing parking garage. No off-site improvements are proposed. C. Exterior elevations... The proposed EV chargers will be installed at existing parking stalls in the existing parking garage. The parking structure itself will not be modified. D. Buffering, screening and compatibility between adjoining uses— Nonresidential development. The proposed EV chargers will be installed at existing parking stalls in the existing parking garage. No off-site improvements are proposed. E. Internal building setbacks. Multifamily use... The proposed EV chargers will be installed at existing parking stalls in the existing parking garage. No off-site improvements or multi-family units are proposed. F. Private outdoor area Multifamily use. The proposed EV chargers will be installed at existing parking stalls in the existing parking garage. No off-site improvements or multi-family units are proposed. G. Shared outdoor recreation areas Multifamily use... The proposed EV chargers will be installed at existing parking stalls in the existing parking garage. No off-site improvements or multi-family units are proposed. Page 6 January 23, 2018 H. Where landfill and/or development for a nonresidential use is allowed within and adjacent to the The proposed EV chargers will be installed at existing parking stalls in the existing parking garage. No off-site improvements are proposed. I. Demarcation of public, semi-public and private spaces for crime prevention—Nonresidential development. The proposed EV chargers will be installed at existing parking stalls in the existing parking garage. No off-site improvements are proposed. J. Crime prevention and safety Nonresidential development. The proposed EV chargers will be installed at existing parking stalls in the existing parking garage. No new structures are proposed. K. Public transit. The proposed EV chargers will be installed at existing parking stalls in the existing parking garage. No new structures are proposed. L. Landscaping. The proposed EV chargers will be installed at existing parking stalls in the existing parking garage. No new landscaping is needed. M. Drainage... The proposed EV chargers will be installed at existing parking stalls in the existing parking garage. No new stormwater facilities are needed. Page 7 January 23, 2018 PRE - APPLICATION CONFERENCE NOTES CITY OF TIGARD q PRE-APPLICATION CONFERENCE NOTES '° . (Pre-Application Meeting Notes are Valid for Six (6)Months) TIGARD PRE-APP.MTG.DATE: May 23,2017 STAFF AT PRE-APP.: GBP NON-RESIDENTIAL APPLICANT: Black&Veatch AGENT: Kevin Martin Phone: 503-443-4474 Email martink@bv.com PROPERTY LOCATION: ADDRESS/GENERAL LOCATION: 9585 SW Washington Square Rd. TAX 11L-1P(S)/LOT#(S): 1512600 00300 NECESSARY APPLICATIONS: Minor Modification (MMD); PROPOSAL DESCRIPTION: Minor modification of an existing parking garage for vehicle fuel sales. COMPREHENSIVE PLAN MAP DESIGNATION: Mixed Use Commercial ZONING MAP DESIGNATION:MUC ZONING DISTRICT DIMENSIONAL REQUIREMENTS (Refer to Code Section 18.520 and 18.630) MINIMUM LOT SIZE: None. AVERAGE MINIMUM LOT WIDTH: None. BUILDING HEIGHT: 2 story minimum,200 feet maximum MINIMUM FAR: 1.25 SETBACKS: 10 foot maximum for front yard. MAXIMUM SITE COVERAGE: 85% MINIMUM LANDSCAPING/NATURAL VEGETATION AREA: 15% ❑ NEIGHBORHOOD MEETING (Refer to the Neighborhood Meeting Handout) THE APPLICANT SHALL NOTIFY ALL PROPERTY OWNERS WITHIN 500 FEET, INTERESTED PARTIES,AND THE CITY OF TIGARD PLANNING DIVISION of their proposal. A minimum of two (2) weeks between the mailing date and the meeting date is required. Please review the Land Use Notification handout concerning site posting and the meeting notice. Meeting is to be held prior to submitting your application or the application will not be accepted. ® NARRATIVE (Refer to Code Chapter 18.390) The APPLICANT SHALL SUBMIT A NARRATIVE which provides findings based on the applicable approval standards. Failure to provide a narrative or adequately address criteria would be reason to consider an application incomplete and delay review of the proposal. The applicant should review the code for applicable criteria. ❑ IMPACT STUDY (Refer to Code Sections 18.390.040 and 18.390.050) CITY OF TIGARD Pre-Application Conference Notes Page 1 of 8 NON-Residential Application/Planning Division Section As a part of the APPLICATION SUBMITTAL REQUIREMENTS, applicants are required to INCLUDE IMPACT STUDY with their submittal package. The impact study shall quantify the effect of the development on public facilities and services. The study shall address, at a minimum, the transportation system, including bikeways, the drainage system, the parks system,the water system, the sewer system and the noise impacts of the development. For each public facility system and type of impact, the study shall propose improvements necessary to meet City standards, and to minimize the impact of the development on the public at large, public facilities systems, and affected private property users. In situations where the Community Development Code requires the dedication of real property interests, the applicant shall either specifically concur with the dedication requirement, or provide evidence which supports the conclusion that the real property dedication requirement is not roughly proportional to the projected impacts of the development. ❑ ACCESS (Refer to Chapters 18.705 and 18.765) Nlinimum number of accesses:.1 (assuming less than 100 parking spaces) Minimum access width: 30 ft. Minimum pavement width: 24 ft. All driveways and parking areas, except for some fleet storage parking areas,must be paved. Drive-in use queuing areas: n/a ft. ❑ WALKWAY REQUIREMENTS (Refer to Code Section 18.705.030) Walkways shall extend from the ground floor entrances or from the ground floor landing of stairs, ramps, or elevators of all commercial, institutional, and industrial uses, to the streets which provide the required access and egress. Walkways shall provide convenient connections between buildings in multi-building commercial, institutional, and industrial complexes. Unless impractical, walkways should be constructed between a new development and neighboring developments. n SPECIAL SETBACKS (Refer to Code Chapter 18.730) ➢ STREETS: feet from the centerline of ➢ LOWER INTENSITY ZONES: feet,along the site's boundary. ➢ FLAG LOT: 10-FOOT SIDE YARD SETBACK. n SPECIAL BUILDING HEIGHT PROVISIONS (Refer to Code Section 18.730.020.B.) BUILDING HEIGHT EXCEPTIONS -Buildings located in a non-residential zone may be built to a height of 75 feet provided that: ► A maximum building floor area to site area ratio (FAR) of 1.5 to 1 will exist; ► All actual building setbacks will be at least half(1/2) of the building's height; and The structure will not abut a residential zoned district. ❑ BUFFERING AND SCREENING (Refer to Code Chapter 18.745 &18.630) In order TO INCREASE PRIVACY AND TO EITHER REDUCE OR ELIMINA'T'E ADVERSE NOISE OR VISUAL IMPACTS between adjacent developments, especially between different land uses, the City requires landscaped buffer areas along certain site perimeters. Required buffer areas are described by the Code in terms of width. Buffer areas must be occupied by a mixture of deciduous and evergreen trees and shrubs and must also achieve a balance between vertical and horizontal plantings. Site obscuring screens or fences may also be required; these are often advisable even if not required by the Code. The required buffer areas may only be occupied by vegetation, fences, utilities, and walkways. Additional information on required buffer area materials and sizes may be found in the Development Code. The ESTIMATED REQUIRED BUFFER WIDTHS applicable to your proposal area are: n/a feet along north boundary. feet along east boundary. n/a feet along south boundary. n/a feet along west boundary. IN ADDITION,SIGHT OBSCURING SCREENING IS REQUIRED ALONG: N/A. SCREENING: SPECIAL PROVISIONS- 18.745.050E Screening and landscaping of parking and loading areas is required per specifications in section 17.745.050E (1). In no cases shall nonconforming screening of parking and loading areas be permitted to become any less conforming. In addition,screening of service facilities and refuse areas also applies to all development with the exception of one CITY OF TIGARD Pre-Application Conference Notes Page 2 of 8 NON-Residential Application/Planning Division Section and two family dwellings. ❑ LANDSCAPING (Refer to Code Chapters 18.745,18.765 and 18.620) STREET TREES SHALL BE REQUIRED AS PART OF THE APPROVAL PROCESS FOR A CONDITIONAL USE (TYPE III), DOWNTOWN DESIGN REVIEW (TYPE II & III), MINOR LAND PARTITION (TYPE II), PLANNED DEVELOPMENT (TYPE III), SITE DEVELOPMENT REVIEW (TYPE II), AND SUBDIVISION (TYPE II & III). The minimum number of required street trees shall be determined by dividing the linear amount of street frontage within or adjacent to the site (in feet) by 40 feet (if the number is a fraction,round to the nearest whole number). The trees shall be placed within the public right-of-way whenever possible but no more than six (6) feet from the right-of-way boundary. Street trees shall be planted according to Section 2 of the Urban Forestry Manual and adequate soil volumes shall be provided in accordance with Section 12 of the Urban Forestry Manual. Existing trees may be used to meet the street standards. Further information on regulations affecting street trees may be obtained from the Planning Division. PARKING LOT TREES ARE REQUIRED AS PART OF THE APPROVAL PROCESS FOR A CONDITIONAL USE (TYPE III), DOWNTOWN DESIGN REVIEW (TYPE II & III), PLANNED DEVELOPMENT (TYPE III),AND SI'Z'E DEVELOPMENT REVIEW ("TYPE II)All parking areas, including parking spaces and aisles, shall be required to achieve at least 30% tree canopy cover at maturity directly above the parking area in accordance with Section 13 of the Urban Forestry Manual. ❑ RECYCLING (Refer to Code Chapter 18.755) Applicant should CONTACT FRANCHISE HAULER FOR REVIEW AND APPROVAL OF SITE SERVICING COMPATIBILITY. Locating a trash/recycling enclosure within a clear vision area such as at the intersection of two (2) driveways within a parking lot is prohibited. Much of Tigard is within Pride Disposal's Service area. Pride Disposal can be reached at(503) 625-6177. • PARKING (Refer to Code Section 18.765.040) Required parking for primary use:Vehicle Fuel Sales: min: 3.0 spaces;max 4 spaces. Show prior required parking is met for site. Parking shown on preliminary plan(s): 10 spaces structured parking; NO MORE THAN 50%OF REQUIRED SPACES MAY BE DESIGNATED AND/OR DIMENSIONED AS COMPACT SPACES. PARKING STALLS shall be dimensioned as follows: i► Standard parking space dimensions: 8 feet,6 inches x 18 feet,6 inches. ► Compact parking space dimensions: 7 feet,6 inches x 16 feet, 6 inches. Note: Parking space width includes the width of a stripe that separates the parking space from an adjoining space. Note: A maximum of three (3)feet of the vehicle overhang area in front of a wheel stop or curb can be included as part of required parking space depth. This area cannot be included as landscaping for meeting the minimum percentage requirements. HANDICAPPED PARKING: IMP All parking areas shall provide appropriately located and dimensioned disabled person parking spaces. The minimum number of disabled person parking spaces to be provided,as well as the parking stall dimensions,is mandated by the Americans with Disabilities Act (ADA). A handout is available upon request. A handicapped parking space symbol shall be painted on the parking space surface and an appropriate sign shall be posted. DP BICYCLE RACKS ARE REQUIRED FOR MULTI--FAMILY, COMMERCIAL AND INDUSTRIAL DEVELOPMENTS. Bicycle racks shall be located in areas protected from automobile traffic and in convenient locations. ❑ LOADING AREA REQUIREMENTS (Refer to Code Section 18.765.080) Every COMMERCIAL OR INDUSTRIAL BUILDING IN EXCESS OF 10,000 SQUARE FEET shall be provided with a loading space. The space size and location shall be as approved by the City Engineer. ❑ BICYCLE RACKS (Refer to Code Section 18.765) BICYCLE RACKS are required FOR MULTI-FAMILY, COMMERCIAL AND INDUSTRIAL DEVELOPMENTS. Bicycle racks shall be located in areas protected from automobile traffic and in convenient locations. CITY OF TIGARD Pre-Application Conference Notes Page 3 of 8 NON-Residential Application/Planning Division Section REQUIRED bicycle racks for this type of use: 0.2 spaces /1,000 SF. n SENSITIVE LANDS (Refer to Code Chapter 18.775) The Code provides REGULATIONS FOR LANDS WHICH ARE PO I ENTIALLY UNSUITABLE FOR DEVELOPMENT DUE TO AREAS WITHIN THE 100-YEAR FLOODPLAIN, NATURAL DRAINAGEWAYS,WETLAND AREAS,ON SLOPES IN EXCESS OF 25 PERCENT,OR ON UNSTABLE GROUND. Staff will attempt to preliminary identify sensitive lands areas at the pre-application conference based on available information. HOWEVER, the responsibility to precisely identify sensitive land areas, and their boundaries, is the responsibility of the applicant. Areas meeting the definitions of sensitive lands must be clearly indicated on plans submitted with the development application. Chapter 18.775 also provides regulations for the use, protection, or modification of sensitive lands areas. RESIDENTIAL DEVELOPMENT IS PROHIBITED WITHIN FLOODPLAINS. n STEEP SLOPES (Refer to Code Section 18.775.080.C) When SLEEP SLOPES exist, prior to issuance of a final order, a geotechnical report must be submitted which addresses the approval standards of the Tigard Community Development Code Section 18.775.080.C. The report shall be based upon field exploration and investigation and shall include specific recommendations for achieving the requirements of Section 18.775.080.C. Fl CLEAN WATER SERVICES (CWS) BUFFER STANDARDS (Refer to CWS R&O 07-20/USA Regulations-Chapter 3) LAND DEVELOPMENT ADJACENT TO SENSII'1VE AREAS shall preserve and maintain or create a vegetated corridor for a buffer wide enough to protect the water quality functioning of the sensitive area. Design Criteria: The VEGETA TED CORRIDOR WIDTH is dependent on the sensitive area. The following table identifies the required widths: TABLE 3.1 VEGETATED CORRIDOR WIDTHS SOURCE: CWS DESIGN AND CONSTRUCTION STANDARDS MANUAL/RESOLUTION&ORDER 07-20 SENSITIVE AREA DEFINITION SLOPE ADJACENT WIDTH OF VEGETATED TO SENSITIVE AREA4 CORRIDOR PER SIDES • Streams with intermittent flow draining: <25% 10 to <50 acres 15 feet >50 to <100 acres 25 feet • Existing or created wetlands <0.5 acre 25 feet • Existing or created wetlands>0.5 acre <25% 50 feet • Rivers,streams,and springs with year-round flow • Streams with intermittent flow draining>100 acres • Natural lakes and ponds • Streams with intermittent flow draining: >25% 10 to<50 acres 30 feet I >50 to <100 acres 50 feet • Existing or created wetlands >25% Variable from 50-200 feet. Measure in 25- • Rivers,streams,and springs with year-round flow foot increments from the starting point to • Streams with intermittent flow draining>100 acres the top of ravine(break in <25%slope), • Natural lakes and ponds add 35 feet past the top of ravine' 4Starting point for measurement=edge of the defined channel(bankful flow)for streams/rivers,delineated wetland boundary,delineated spring boundary,and/or average high water for lakes or ponds,whichever offers greatest resource protection. Intermittent springs,located a minimum of 15 feet within the river/stream or wetland vegetated corridor,shall not serve as a starting point for measurement. 'vegetated corridor averaging or reduction is allowed only when the vegetated corridor is certified to be in a marginal or degraded condition. 6The vegetated corridor extends 35 feet from the top of the ravine and sets the outer boundary of the vegetated corridor. The 35 feet may be reduced to 15 feet,if a stamped geotechnical report confirms slope stability shall be maintained with the reduced setback from the top of ravine. Restrictions in the Vegetate Corridor: NO structures, development, construction activities, gardens, lawns, application of chemicals, dumping of any materials of any kind, or other activities shall be permitted which otherwise detract from the water quality protection provided by the vegetated corridor,except as provided for in the CI.VS Design and Construction Standards. CITY OF TTG_-1RD Pre-Application Conference Notes Page 4 of 8 NON-Residential Application/Planning Division Section Location of Vegetated Corridor: IN ANY RESIDENTIAL DEVELOPMENT WHICH CREATES MULTIPLE PARCELS or lots intended for separate ownership,such as a subdivision,the vegetated corridor shall be contained in a separate tract,and shall not be a part of any parcel to be used for the construction of a dwelling unit. CWS Service Provider Letter: PRIOR TO SUBMITTAL of any land use applications, the applicant must obtain a CWS Service Provider Letter which will outline the conditions necessary to comply with the CWS R&O 07-20 sensitive area requirements. If there are no sensitive areas,CWS must still issue a letter stating a CWS Service Provider Letter is not required. ® SIGNS (Refer to Code Chapter 18.780) SIGN PERMITS MUST BE OBTAINED PRIOR TO INSTALLATION OF ANY SIGN in the City of Tigard. A "Guidelines for Sign Permits" handout is available upon request. Additional sign area or height beyond Code standards may be permitted if the sign proposal is reviewed as part of a development review application. Alternatively,a Sign Code Exception application may be filed for Director's review. ❑ URBAN FORESTRY PLAN (Refer to Code Section 18.790.030.0 and the "Tree Canopy Requirements" Brochure) AN URBAN FORESTRY PLAN IS REQUIRED FOR THE FOLLWING TYPES OF DEVELOPMENT: Conditional Use (Type III);Downtown Design Review(Type II and III);Minor Land Partition (Type II); Planned Development (Type III); Sensitive Lands Review (Type II and III); Site Development Review(Type II); and Subdivision (Type II and III). The plan needs to be prepared by an ISA certified arborist or landscaped architect. Percentage of mature canopy cover required: 33 percent (Refer to Appendix 2-6 in Urban Forestry Manual for a list of trees with mature canopy cover areas) An urban forestry plan shall: - Be coordinated and approved by a landscape architect (the project landscape architect) or a person possessing dual certifications as a certified arborist and certified tree risk assessor(the project arborist); - Meet the tree preservation and removal site plan standards in Section 10, part 1 of the Urban Forestry Manual; - Meet the tree canopy site plan standards in Section 10,part 2 of the Urban Forestry Manual;and - Meet the supplemental report standards in Section 10,part 3 of the Urban Forestry Manual. TREE CANOPY FEE. If the effective percentage of tree canopy cover cannot be met, the applicant shall provide the city a tree canopy fee according to the methodology outlined in Section 10, part 4 of the Urban Forestry Manual. 18.790.040-Discretionary Urban Forestry Plan Review Option In lieu of providing payment of a tree canopy fee when less than the standard effective tree canopy cover required by Section 10, part 3 of the Urban Forestry Manual will be provided, an applicant may apply for a discretionary urban forestry plan review. The discretionary urban forestry plan review cannot be used to modify an already approved urban forestry plan, any tree preservation or tree planting requirements established as part of another land use review approval, or any tree preservation or tree planting requirements required by another chapter in this title. ❑ PRESERVATION OF EXISTING TREES (Refer to Code Section 18.790.050.C.) To assist in the preservation and/or planting of trees and significant tree groves, the director may apply one or more of the following flexible standards as part of the land use review approval. Use of the flexible standards shall be requested by the project arborist or landscape architect as part of the land use review process. The flexible standards are only applicable to trees that are eligible for credit towards the effective tree canopy cover of the site. Appropriate species of trees in good condition and suitable for preservation receive a 200 percent credit based on their existing canopy area. Refer to Section 11-Part 3 of the Urban Forestry Manual for submittal requirements. ❑ CLEAR VISION AREA (Refer to Code Chapter 18.795) CITY OF TIGARD Pre-Application Conference Notes Page 5 of 8 NON-Residential Application/Planning Division Section The City requires that clear vision areas be maintained between three (3) and eight (8) feet in height at road/driveway,road/railroad,and road/road intersections. The size of the required clear vision area depends upon the abutting street's functional classification and any existing obstructions within the clear vision area. ADDITIONAL LOT DIMENSIONAL REQUIREMENTS (Refer to Code Section 18.810.060) MINIMUM LOT FRONTAGE: 25 feet unless lot is created through the minor land partition process. Lots created as part of a partition must have a minimum of 15 feet of frontage or have a minimum 15-foot-wide access easement. The DEPTH OF ALL LOTS SHALL NOT EXCEED 21/2 TIMES THE AVERAGE WIDTH,unless the parcel is less than 11/2 times the minimum lot size of the applicable zoning district. CODE CHAPTERS 18.330(Conditional Use) 18.620(Tigard Triangle Design Standards) 18.760(Nonconforming Situations) 18.340(Director's Interpretation) 18.630(Washington Square Regional Center) 18.765 (Off-Street Parking/Loading Requirements) n18.350(Planned Development) n 18.640(Durham Quarry Design Standards) 18.775(Sensitive Lands Review) ® 18.360(Site Development Review) 18.705(Access/Egress/Circulation) 18.780(Signs) 18.370(variances/Adjustments) 18.710(Accessory Residential Units) 18.785(Temporary Use Permits) 18.380(Zoning Map/Text Amendments) n 18.715(Density Computations) n 18.790(Urban Forestry Plan) 18.385(Miscellaneous Permits) 18.720(Design Compatibility Standards) 18.795(Visual Clearance Areas) n18.390(Decision Making Procedures/Impact 18.725(Environmental Performance I I 18.798(Wireless Communication Facilities) Study) Standards) 18.410(Lot Line Adjustments) 18.730(Exceptions To Development 18.810 (Street & Utility Improvement Standards) Standards) 18.420(Land Partitions) _ 18.740(Historic Overlay) 18.430(Subdivisions) 18.742(Home Occupation Permits) 18.510(Residential Zoning Districts) 18.745(Landscaping&Screening Standards) Z18.520(Commercial Zoning Districts) 18.750 (Manufactured/Mobil Home Regulations) 18.530(Industrial Zoning Districts) n 18.755 (Mixed Solid Waste/Recycling Storage) ADDITIONAL CONCERNS OR COMMENTS: Administrative Staff Review. Public hearing before the Land Use Hearings Officer. Public hearing before the Planning Commission. Public hearing before the Planning Commission with the Commission making a recommendation on the proposal to the City Council. An additional public hearing shall be held by the City Council. APPLICATION SUBMITTAL PROCESS All APPLICATIONS MUST BE ACCEPTED BY A PLANNING DIVISION STAFF MEMBER of the Community Development Department at Tigard City Hall offices. PLEASE NOTE: Applications submitted by mail or dropped off at the counter without Planning Division acceptance may be returned. The Planning counter closes at 5:00 PM. Maps submitted with an application shall be folded IN ADVANCE to 81/2" x 11". One, 81/2" x 11" map of a proposed project shall be submitted for attachment to the staff report or administrative decision. Applications with unfolded maps shall not be accepted. The Planning Division and Engineering Department will perform a preliminary review of the application and will determine whether an application is complete within 30 days of the counter submittal. Staff will notify the applicant if additional information or additional copies of the submitted materials are required. The administrative decision or public hearing will typically occur approximately 45 to 60 days after an application is accepted as being complete by the Planning Division. Applications involving difficult or protracted issues or requiring review by other jurisdictions may take additional time to review. Written recommendations from the CITY OF TIGARD Pre-Application Conference Notes Page 6 of 8 NON-Residential Application/Planning Division Section Planning staff are issued seven (7) days prior to the public hearing. A 10-day public appeal period follows all land use decisions. An appeal on this matter would be heard by the TigardHearings Officer. A basic flow chart which illustrates the review process is available from the Planning Division upon request. Land use applications requiring a public hearing must have notice posted on-site by the applicant no less than 10 days prior to the public hearing. This PRE-APPLICATION CONFERENCE AND THE NOTES OF THE CONFERENCE ARE INTENDED TO INFORM the prospective applicant of the primary Community Development Code requirements applicable to the potential development of a particular site and to allow the City staff and prospective applicant to discuss the opportunities and constraints affecting development of the site. BUILDING PERMITS PLANS FOR BUILDING AND OTHER RELATED PERMITS WILL NOT BE ACCEPTED FOR REVIEW UNTIL A LAND USE APPROVAL LLS BEEN ISSUED. Final inspection approvals by the Building Division will not be granted until there is compliance with all conditions of development approval. These pre-application notes do not include comments from the Building Division. For proposed buildings or modifications to existing buildings, it is recommended to contact a Building Division Plans Examiner to determine if there are building code issues that would prevent the structure from being constructed, as proposed. Additionally, with regard to Subdivisions and Minor Land Partitions where any structure to be demolished has system development charge (SDC) credits and the underlying parcel for that structure will be eliminated when the new plat is recorded, the City's policy is to apply those system development credits to the first building .permit issued in the development (UNLESS OTHERWISE DIRECTED BY THE DEVELOPER AT THE TIME IN WHICH THE DEMOLITION PERMIT IS OBTAINED). PLEASE NOTE: The conference and notes cannot cover all Code requirements and aspects related to site planning that should apply to the development of your site plan. Failure of the staff to provide information required by the Code shall not constitute a waiver of the applicable standards or requirements. It is recommended that a prospective applicant either obtain and read the Community Development Code or ask any questions of City staff relative to Code requirements prior to submitting an application. AN ADDITIONAL PRE-APPLICATION FEE AND CONFERENCE WILL BE REQUIRED IF AN APPLICATION PERTAINING TO THIS PRE-APPLICATION CONFERENCE IS SUBMITTED AFTER A PERIOD OF MORE THAN SIX (6) MONTHS FOLLOWING THIS CONFERENCE (unless deemed as unnecessary by the Planning Division). PREPARED BY: Gary Pagenstecher CITY OF TIGARD PLANNING DIVISION PHONE: 503-639-4171 FAX: 503-624-3681 DIRECT: 503-718-2434 EMAIL: garyp@tigard-or.gov CITY OF TIGARD Pre-Application Conference Notes Page 7 of 8 NON-Residential Application/Planning Division Section