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MMD2018-00030
MMD2O18 - 00030 ELECTRIFY AMERICA NOTICE OF TYPE I DECISION MINOR MODIFICATION MMD2018-00030 ELECTRIFY AMERICA TI GARD 120 DAYS = November 15, 2018 SECTION I. _ APPLICATION SUMMARY FILE NAME: Electrify America CASE NO.: Minor Modification (MMD) MMD2018-00030 PROPOSAL: The applicant proposes a minor modification to on-site parking and on-site landscaping at the Walmart retail center,in order to accommodate eight new electric vehicle charging stations and associated equipment. APPLICANT: Electrify America Attn: Kevin Martin 5885 Meadows Road,Suite 700 Lake Oswego, OR 97035 OWNER: Walmart 7600 SW Dartmouth Street Tigard, OR 97223 LOCATION: 7500, 7600,and 7700 SW Dartmouth Street WCTM 2S101BA,Tax Lots 101, 500,and 600 ZONING DESIGNATION: C-G: General Commercial Zone. The C-G zone is designed to accommodate a full range of retail, office and civic uses with a city-wide and even regional trade area. Except where non-conforming, residential uses are limited to single-family residences that are located on the same site as a permitted use. A wide range of uses, including but not limited to adult entertainment, automotive equipment repair and storage, mini-warehouses, utilities, heliports, medical centers, major event entertainment, and gasoline stations, are permitted conditionally. APPLICABLE REVIEW CRITERIA: Community Development Code Chapter 18.780.050.0 SECTION II. DECISION Notice is hereby given that the City of Tigard Community Development Director's designee has APPROVED the above request. The findings and conclusions on which the decision is based are noted in Section IV. MMD2018-00030 Electrify America 1 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 the Walmart retail center,which is approximately 18 acres in size and is made up of three tax lots (7500, 7600, and 7700 SW Dartmouth Street;WCTM 2S101BA, Tax Lots 101, 500, and 600).All three properties are owned by Walmart,and the retail center incudes the main Walmart store (approximately 138,000 square feet in size), two smaller multi-tenant commercial buildings (approximately 12,000 square feet each), 692 parking spaces, and associated landscaping. The property is zoned General Commercial (C-G), and is located in the Tigard Triangle 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 a minor modification to on-site parking and on-site landscaping at the Walmart retail center. Specifically, the applicant proposes to remove 13 parking spaces and approximately 400 square feet of on-site landscaping,in order to accommodate eight new electric vehicle charging stations and associated equipment. In May 2009, the City of Tigard Planning Commission approved a Planned Development on the subject properties for a retail center with three commercial buildings, associated parking, and landscaping (Case No. PDR2008-00001). In this approval, it was determined that the minimum off-street parking requirement for the entire retail center was 600 spaces. No subsequent land use approvals have been issued for the retail center that would impact off-street parking requirements. Therefore, even with the proposed reduction of 13 spaces, staff finds there is still adequate parking at the retail center, with 679 spaces provided. Additionally, staff reviewed the applicant's submitted landscaping plans, and the original approved landscaping plans from Case No. PDR2008-00001. Even with the proposed reduction of 400 square feet of on-site landscaping,staff finds the retail center continues to exceed the 15 percent minimum landscape requirement for the C-G Zone (CDC Table 18.120.3). 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 CDC 18.780.040.B. Therefore, this proposal is not a major modification. This criterion is met. CONCLUSION: The proposal is a minor modification an existing development and is in MMD2018-00030 Electrify America 2 compliance with the applicable requirements of this Title. SECTION V. PROCEDURE AND APPEAL INFORMATION Notice: Notice was provided to: X The applicant and owner Final Decision: A minor modification is a Type I procedure. As such, the Director's decision is final for purposes of appeal on the date it is mailed or otherwise provided to the applicant, whichever occurs first. The Director's decision is not appealable locally,and is the final decision of the City. THIS DECISION IS FINAL ON JULY 18, 2018 AND BECOMES EFFECTIVE ON JULY 19, 2018 Questions: If you have any questions, please contact Lina Smith at (503) 718-2438 or LinaCS@tigard-or.gov. OW- ^�- - 1" July 18,2018 APPROVED BY: Lina Smith,Assistant Planner Community Development Director's Designee MMD2018-00030 Electrify America 3 '"d 1-i 'd tll r.-24 ,?-'4 , rrCityofTi and `-` . �. : "7.r g COMMUNITY DEVELOPMENT DEPARTMENT J U L. 1 2 2018 AGR Minor Modification Tvte I A . .+lcat kn J ► ► ► . ► RING.,_. PROPOSAL SUMMARY (Brief description) REQUIRED SUBMITTAL ELEMENTS Minor Modification of an existing parking lot to install(8)charging posts and Owner's Signature/Written associated control cabinets for a new Electrify America Vehicle(EV) Authorization charging station ide Transfer Instrument or Deed Site Plan(2 large plans drawn to scale d one reduced to 8.5"x111/2") Applicant's Statement/Narrative Property address/location(s): 7600 SW Dartmouth Street ( copies) Address criteria in: 'LSC 18.780.t)40.B Tax map and tax lot #(s): 251-01BA-00500 Filing Fee FOR STAFF USE ONLY Site size: 12.46 acres ��D1� Case No.: ,/V14 OW ) Applicant*: Electrify America,c/o Kevin Martin,Black&Veatch Related CaseNo.(s): �n Address: 5885 Meadows Road,Suite 700 Application Fee: ` c— City/state: Lake Oswego,OR 97035 Zip: 97035 Application accepted: Phone: Email: By: Date: //i //S Application determined complete: PROPERTY OWNER/DEED HOLDER(S)* ❑ Same as Applicant By: k /. ) Name: ' Date: ///P) /Y) Name: Walmart I:\CommunityDevelopment\LandUseApplications\02_Formsand Address: 7600 SW Dartmouth Street Templates\Land Use Applications Rev.12/14/2017 City/state: Tigard,OR zip: 97223 * When the owner and the applicant are different people,the applicant must be the Contact name: purchaser of record or a lessee inpossession Phone number: 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 1 8.-S0.0-1O(B) or 18.-4(0)2( (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. 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 SUBMITTAL ELEMENTS 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. •r� Kevin J. Martin July 12,2018 Applica It's signature Print name Date 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: MINOR MODIFICATION APPLICATION City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 2 of 2 DocuSign Envelope ID:ODCD8A66-5552-4F8E-ACAF-332632FD7815 ADDENDUM TO MASTER ELECTRIC VEHICLE CHARGING STATION AGREEMENT This Addendum to Master Electric Vehicle Charging Station Agreement(this "Addendum), effective as of Ct u v C °v , 2018 (`Addendum Date"), is executed between Electrify America LLC, a Delaware limited liability company('Electrify America") and Wal- Mart Real Estate Business Trust,a Delaware statutory trust("Company"), referred to individually as a"Party"and collectively as the"Parties". RECITALS WHEREAS, Electrify America and Company have entered into a Master Electric Vehicle Charging Station Agreement dated December 1, 2017 (the"Agreement"), which contemplated that the Parties would enter into one or more Addenda to identify specific Company Properties where Electrify America will install, operate and maintain Charging Stations; and WHEREAS, As contemplated by the Agreement, this Addendum identifies one such Company Property and specifies the particular Charging Stations that will be installed on such Site. AGREEMENT NOW,THEREFORE, in consideration of the foregoing premises and the mutual undertakings and covenants herein,and for such other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the Parties hereby agree as follows: 1. Defined Terms. All terms not otherwise defined in this Addendum shall have the meanings ascribed to them in the Agreement. 2. Site Details. Physical Address of Company Property: 7600 SW Dartmouth St. Tigard, OR 97223 Store or Club Number: 5935 Designated Areas for Charging Stations: The Designated Areas for the Charging Stations are located on the Company Property as more fully described on Schedule I Number and Type of Charging Stations: DC Fast Charging Stations: 8 (eight) Level 2 Charging Stations: 0 (zero) Other applicable Charging Station provisions: n/a 1 DocuSign Envelope ID:00CD8A66-5552-4F8E-ACAF-332632FD7815 The exact model and specifications of the Charging Stations are shown in the attached Schedule II: final appearance will include Walmart graphics/logos. 3. Grant of Access to Site. In accordance with and subject to the terms of the Agreement, the execution of this Addendum completes the grant by Company to Electrify America of Access for installation, maintenance and operation of the Charging Station. 4. Counterparts. This Addendum may be executed in counterparts, each of which shall be deemed an original and all of which shall constitute a single instrument. Signature and acknowledgment pages may be detached from individual counterparts and attached to a single or multiple original(s) in order to form a single or multiple original(s) of the Addendum for this Site. {Signature page to follow} 2 DocuSign Envelope ID:ODCD8A66-5552-4F8E-ACAF-332632FD7815 IN WITNESS WHEREOF, the Parties have executed this Addendum effective as of the date last written below. Company: Wal- ::::::tate Business Trust B +�- y' FC/�23oE0F6C6131... Name: Mark Vanderhelm Title: Vice President, Energy March 7, 2018 Date: PROVIDER: ELE TRIFY AMERICA, LLC. By: Name: Mark C. McNabb Title: President&CEO Date: 3/5/2-4-7 and By: Name: Jan Vycital Title: EVP &CFO Date: / ° I rk"4 g 3 DocuSign Envelope ID:ODCD8A66-5552-4F8E-ACAF-332632FD7815 Schedule I Site Plan • 4 DocuSign Envelope ID:ODCD8A66-5552-4F8E-ACAF-332632FD7815 N ) PROJECT 10 TION 46, D: rt"('authw mo9t — ; wot, :, c r. r 1 t 1 1 ELECTRIFY AMERICA ELECTRIC VEHICLES CHARGING STATION SITE PLAN 5 DocuSign Envelope ID:ODCD8A66-5552-4F8E-ACAF-332632FD7815 HOST SITE PLAN "``_ „ - r , :... � mis i ::, �;, - _ _ •mIEINAwl.-�-,r. � ipith, h,c �ars / I Ir. 1" a 11111111E�11111Ii�II1(1I11Ii111N11I1 fes' .'43 44 4:. • IMP 1 i + f •. .� ..FII . . ... ..,•:•:. '::-1ti'i : . �!•� I 1 wooitik 411110 I • i ��� ill'"" •Z f�• .1 1 Il r•1r^1Waillnirt* a !"" U r Wi / � iEr' f_ ,� , .., 7 t....„A, . ,%“,.ti10,46011plii pc, VS INNI:.MO `.F,, IN1111 .r.i t I mum oust war swam oo.or. !f NIP CUM M,10%1014111.1120111111 0 if MP1101� ter/ OMB iiar jj liki ;;,..,.. .... ~. II:VW � dit 'lJi L r' __ LEGEND ELECTREFY AMERICA PROPOSED EV PARKING AREA WALMART ELECTRIFY AMERICA I ELECTRIC VEHICLES CHARGING STATION WALMART SUPERCENTER 5935 SITE PLAN HIGHWAY 100061 PDM:u 6 DocuSign Envelope ID:ODCD8A66-5552-4F8E-ACAF-332632FD7815 • OVERALL AERIAL SITE VIEW 7-/ ,,,n. Sys Of1ic Mr]xq r " :311''t.�;tnrQr,rh r � � � • Great Liops °� I'' • '•"" SVVcDartn' t 11111111M ' . .. I 0:. l / , n n E ip* . / n 0'. r,''.:1I \'' .. ..-: :. ",.. iv- - CD .¢ . , •Q ". aid �. .� r S { . LEGEND r , 1 a PROPERTY BOUNDARY PROPOSED PARK:r1G AREA -- - EXIT TO ENTRANCE DISTANCE i TRAFFIC UGHT WALMART ELECTRIFY AMERICA I ELECTRIC VEHICLES CHARGING STATION WALMART SUPERCENTER 5935 SITE PLAN'. HIGHWAY 100061 PDM:u 7 DocuSign Envelope ID:ODCD8A66-5552-4F8E-ACAF-332632FD7815 SPECIFICATIONS AND DESIGN LAYOUT �'f.., qMM� rTrn � ry.. firer rtrr !fir+ err iGn ' 1 I •r G � an.n arxr �rore vws waa� :ura. omatr reran l � �'� UN I Ib Icl I I I 11 I I I .Mr A•4 a a: f or) I Ns I r+1 I hi I n? .r-e: fru MT 14'1' Mr4 M{' r74 1 MTP I ,I74 P ►4 r SM(!M i rpy ore. r, ��J la,M14M••p K.P *MIA•WI qr1� OM IMaw .,M girt 1 �� - STANDARD DESIGN FIT: HIGHWAY C-4 END-ZONE 8 DISPENSERS DISPENSER DESIGN:FOR ILLUSTRATION PURPOSES ONLY NUMBER OF EV PARKING SPACES(DISPENSERS) 8 NUMBER OF EXISTING PARKING SPACES REQUIRED FOR EV PARKING(DISPENSERS) 10 NUMBER OF EXISTING PARKING SPACES REQUIRED FOR EQUIPMENT PAD 5 OVERALL EXISTING PARKING SPACE WIDTH 85'0" EXISTING PARKING SPACE DEPTH 18'0" DRIVING AISLE WIDTH 26' CURB HEIGHT 6" PARKING SPACE SLOPE(ALONG WIDTH/DEPTH) 0.5°/0.9° WALMART ELECTRIFY AMERICA I ELECTRIC VEHICLES CHARGING STATION WALMART SUPERCENTER 5935 SITE PLAN HIGHWAY 100061 PDM:u 8 DocuSign Envelope ID:ODCD8A66-5552-4F8E-ACAF-332632FD7815 DETAILED AERIAL SITE VIEW '14, _..may.. _ ii - T �...�._ =�; ..: i'll.. .-'74M-- ---- 4--- . I.,.a -- { I"t, `. . 1111111,1 47 Igi • 4., ,_. _ 41.. i..._ _ ,_____ ii . 1..., I .. �,..... ,, _ _ .. ____ � i l f _...._ __. ,-,- ,, A ! INfliillll 111111111 I.J L AI1III1IIIIIEJ 1.111111111111 ell _-- _ •• TIIANSFORNER=42'__.. '/ , I _ ,- FOR TO EQUIPNI&!T PAD=SG' TOiSE!<S= 10' LEGEND lE ST1I.7G W1UTY$E3i'✓JCE PRC�PC:O tflh1' TRA!i F�iG vLFy 2,"..7 Al,CE FOOM EXITI.G PO?EP ____- DISTAtiCE FROM PQOPOSED .DIS`.Ai ICE FQ Y EC..3UIPME!IT fik - `- - O PQOPO;ED T1 Al4h1 FOAEQ PA/ISFO0MEP�O EGUI WE)IT PAD PAD TO DISPE•1SEPS WALMART ELECTRIFY AMERICA I ELECTRIC VEHICLES CHARGING STATION WALMART SUPERCENTER 5935 SITE PLAN HIGHWAY 100061 PDM:Ii 9 DocuSign Envelope ID:ODCD8A66-5552-4F8E-ACAF-332632FD7815 Schedule II Charging Station Equipment Specifications • 10 DocuSign Envelope 1D:ODCD8A66-5552-4F8E-ACAF-332632FD7815 ABB SPECIFICATION SHEET i Unit : Values AC Input Voltage V(E) 480 AC Input Voltage Range °no +1-10 AC Input Voltage Frequency Hz 60+1-1 AC Input Current(peak) Alec) 251 II AC Input Power kW(ac) 230 DC Output Power Peak tmax) KW(dc) 320 DC Output Voltage V(dc) 150 920 AC Input Apparent Poet kVA 192 Power Factor >0.97 Efficiency c6 95 Mfr recommended overcurrent protection A(ac) 300 ( Po:.er Cabinet weight lbs 3000 Power cabinet dimensions(H x W x D) inches 82x46x30 Dispenser'weight lbs 780 Dispenser dimensions(H x W x D) inches 94x24x17 Total Harmonic distortion <8 Operating Temperature deg C -35 to+45 IP rating 54 IK rating t0 Humidity a 100 Short Circuit Rating kA 25 Altitude m 2000 Pr 1.3. ! --1 0_ , ,�electrify DECEIVED / amerlca er OF I GAHLi ii.--1 electri'fy ' ELECTRIFY AMERICA,LLC. ■■■ ) 2018 2U REBDTONHITE 200 20D HALLEY D91VE Approved b Jø nn. JUL 12 SUITE 200 Date: .-- //q, r america CITY OF TIGARDtls: PLANNING/ENGINEERING ' 0R100061 TIGARD INSTALLATION OF ELECTRIC VEHICLE CHARGING EQUIPMENT 0. WALMART 5935 BLACK&VEATCH 6800 W 115th ST,SUITE 2292 PARK.KS 66211 7600 SW DARTMOUTH STREET OVERLAND913,458.2000 TIGARD, OR 97223 SITE INFORMATION AREA MAP LOCATION MAP PROJECT DESCRIPTION W PROJECT NO: 197479' EV SITE ADDRESS: POWER COMPANY: '.::' w •.' ,L1 N'iy� INSTALL(1)UTILITY TRANSFORMER DRAWN BY: MRS a r a '1 _ _ • INSTALL(i)SWITCHBOARD ASSEMBLY `CHECKED BY: NMB 7600 SW DARTMOUTH STREET PORTLAND GENERAL N y G TIGARD,OR 97223 ELECTRIC _ (~ P lQ-' I ��/� • INSTALL(10)175KW ABB POWER UNITS PROPERTY OWNER: JAMES CHRISMAN m O $"' �' i 0..,- 'fir INSTALL(2)350KW ABB DISPENSERS (503)736.5749 s m 3 y `' _ S, 0{fll• INSTALL(6)175KW ABB DISPENSERS - TAT COUNTRY STORE .T ct r{n a fW D'h lYr • INSTALL(10)REACTORS — 40 WASHINGTON STREET W. COUNTY: ��lI/1�1 S• HUNTINGTON,OR 97907 r•- D WASHINGTON In ill '3r EQUIPMENT SUPPLIER: T 1�0U1,1 CONTACT ENGINEER: o.'.. ELECTRIFY AMERICA,LLC. SW +r ',: c 07ro9n8 ISSUED FOR sOr.REVIEW 2003 EDMUND HALLEY DRIVE RUSSELL POLLOM I j/ F' great Ciips /•,inml B 0.25118 REISSUED FOR JOY•REVIEW o. SUITE 200 (913)458-6274 ¢ -:! F�` w 'j` -,w A 04/12/18 ISSUED FOR 30,REVIEW RESTON,VIRGINIA 20191 POLLOMRE@BV.COM •.tN ET Cr a ) { DRAWING INDEX e L REV DATE DESCRIPTION LONGITUDE(NAD83): LATITUDE(NAD831: G` •N i.- - :4-, SHEET NO: SHEET TITLE NO: ` 122°45.13.r W 45°25'57.6"N \ �' cr Nr f 4. T•i TITLE SHEET&PROJECT DATA C -122.753686° 45.432667° \\�\ivy SW CUVALL ST ' - GN-1 GENERAL NOTES 1 C APPLICABLE CODES `\\ \ 1. GN-2 GENERAL NOTES 2 C VO L`0 • GN-3 GENERAL NOTES 3 C • ALL WORK SHALL COMPLY WITH THE FOLLOWING \\ ® _ a,� ' 'w`'60. C-1 OVERALL SITE PLAN C co JG APPLICABLE CODES: z \ - 'i'• • C-2 DEMOLITION SITE PLAN C !.L 2012 INTERNATIONAL BUILDING CODE p • •, C-3 ENLARGED SITE PLAN C 47V % 2011 OREGON PLUMBING SPECIALTY CODE O _ SW F- —� -•" ° - C-4 ENLARGED PROPOSED EQUIPMENT LAYOUT C LO �J 2012 INTERNATIONAL MECHANICAL CODE _� .� I - - C-5 SITE ELEVATION C OL Q 2017 NATIONAL ELECTRICAL CODE yi E-1 UTILITY PLAN C •` 2010 OREGON ENERGY EFFICIENCY SPECIALTY CODE - E-2 ELECTRICAL PLAN a NEPA STANDARDS IN STATE STATUTES AND REGULATIONS WSIfl art Su ercenter `-(P 2012 INTERNATIONAL FIRE CODE 1j p E-3 SINGLE LINE DIAGRAM C I: SW EL r ,p,...1111111 �4� •Z '° E-4 ELECTRICAL DETAILS C IN THE EVENT OF CONFLICT,THE MOST RESTRICTIVE emu �"—,.,, • E-5 ELECTRICAL DETAILS C ' CODE SHALL PREVAIL 'Z r IT IS A VIOIATION OF LAW FOR ANY PERSON.UN,FSS p „ 1 G-1 GROUNDING DETAILS C THEY ARE ACTINO UNDER THE DIRECTION OF A 5 WH,..... WAY • ,','S ■ 3 R./ _. D-1 EQUIPMENT DETAILS C LICENSED PROFESSIONAL ENGINEER.TO ALTER'HIS DOCUMENT. J , D-2 EQUIPMENT DETAILS C • • ZONING INFORMATION _ - LS-1 LANDSCAPING PLAN,DETAILS&PLANT SCHEDULE C • PERMITTING JURISDICTION: CITY OF TIGARD ?- OR100061 TIGARD Sw'BEVELANO RD ! 0 Way 1 WALMART 5935 ZONING DISTRICT: CG ')'.E97 - 7600 SW DARTMOUTH STREET - d , FOR REFERENCE ONLY DRAWINGS TIGARD,OR 97223 FLOOD HAZARD AREA NOTE 3 PROPERTY SURVEY THIS SITE IS LOCATED IN FLOOD ZONE"X". <W1 WALMART STAGING PLAN AREA DETERMINED TO BE OUTSIDE OF THE • - ilf#41 T V,�`0O SHEET TITLE 0.2%ANNUAL CHANCE FLOOD PLAIN. = \ — �:.,((CaIthcaf � . Co,__/IOL \u 1 TITLE SHEET 8 CONTRACTOR NOTE CALL BEFORE YOU DIG DO NOT SCALE DRAWINGS ENGINEER OF RECORD PROJECT DATA CONTRACTOR SHALL COMPLETE INSTALL PER THE SIGNED AND THE SEALED SET OF DRAWINGS.ANY NECESSARY UNDERGROUND SERVICE ALERT SHEET NUMBER DEVIATIONS FROM THE DRAWINGS MUST BE SUBMITTED UTILITY NOTIFICATION CENTER OF OREGON CONTRACTOR SHALL VERIFY ALL PLANS,EXISTING DIMENSIONS E NOEL HERRERA THROUGH AN RFI REQUEST PROCESS WITH ENGINEERING FOR 811 OR 1-800-332-2344 CONDITIONSERIN RIOTHE JOBSITEDISCREPANCIES&SHALL IMMEDIATELY PRONOTICEEDING BL k 90834PE T- AN APPROVAL PRIOR TO CONTRACTOR PROCEEDING WITH A ENGINEER WRITING OF ANY BEFORE PROCEEDING BLACK&VEATCH CORPORATION DEVIATION OF THE SIGNED AND SEALED SET OF DRAWINGS. 3WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTION WITH THE WORK. • a _ ur 1 �.'•• -,may -� •.�:-.•: �_. j\\ ® ,z'electrify 4 \ / amenca • r ' ? my 5 - /r \-------.----:.:e.i:.;::::::... •.'. �-:•.-••.:; • ° I� l ELECTRIFY AMERICA,LLC1 � EXISTING 2003 EDMUND U,200 DRIVE -\ ,� tri.,,),.i.„.......• Uf TRANSFORMER RESiON.VIRGINIA 20191 ® i , - EXISTING STORM I INLET(TYP) f� / \ \\ 7!!C Uf``� , G •, `i lJ I � s 'N�a. F .- -UE _ ° =-aUT -Ue6T-•. UG ' w MAN ®J EXISTING STORM ///// - • - :-i I MANHOLE(TVP] I \.. J �, /l//I// //////////7/////////////////////////I/////////J////////////////////////////////////f//////�" 0 1 1 I �T 1 l/�/ •• J EXISTING . __ r ••�®wr• SANITARY / ®' MANHOLE(TVP)J s b �• a .c-::-.4.—_,..,i9® .--EXISTING -.- I U `/ BUILDNG ill PROPERTY I �� a •� �° /� LINE(TYP)-- vii / •/ ', • ;- BLACK&VEATCH EXISTING I '� �� I ' / l - $TRIPETFtAFFICTYP i EXISTING I - 6800 W 115th ST.SUITE 2292 (TYP) TING UNDERGROUND I tO'5 0• ///////////////////////////////////////////////i/////,///////////////!//////i/////////////��///E4`_. •j// OVERLAND9)458.20 KS 66211 • �� ..•..> ° _._ ,.,,/�� ....i /// Y - •N � IIIIE i I,/� UE UE•—LE •_.t•-�E•------- L (YP) • t °# • 1� 5 E _EXISTING UNDERGROUND J • ,"), .:_:.:.:.:-•_:„,.---.) .•���• / ,I _ SANITARY SEWER(TYP)- U iii •®' r �. a rzl j __� •A I ,__,®�- N _-.�.-.• 3..� PROJECT NO: 197879 EXISTING UNDERGROUND I I---SS• / SS \ SS SS PS SS ' •\ DRAWN EC ESY: MSS D BY: HMG TELEPHONE LINE(TYP)— I- I.:11 i z , EXISTING , 4 S UNDERGROUND 1 • —__ELECTRIC UNE(TVP) - \\ -wL / !..... (7.1?::=k 4-114 ( b 4 b 4� �,i ::.•• / • EXISTINGFIRE c o7RIa19 ISSUED FOR 90%REVIEW EXISTING UNDERGROUND �-a-• HYDRANT ___ STORM LINE(TYP) —EXISTING 26'-2"- ..I LT1�_UE " - _ k --7.''F {•F,_ _ _ _ DRIVE AISLE I f rte. C 6 _G 003*09 REISSUED FOR IO%REVIEW • / ������ .'.'•�• yO- .Y A WRIE 139VED FOR 30X REVIEW EXISTING \ I k.,I,Ai!, ` 1\,/,* � /d I %REV DATE DESCRIPTION J PARKING LINE(TVP) T-- -- -- G�I -z_ ■ I�, el�-. ,/ • / I I NI AN:N;16C..:-.' q 'gti .0 7/ K— EXISTING ASPHALT '' O 2 W PARKING LOT ' i� -ac, �\ R. W— \� �' \ /I F :. X40 w I b 1- . - : - S ST ST ST ST S ST ST �i I Z X. - RIS•VIOLATION OF LAW FOR ANY PERSON,UNLESS • Q WL �I�� WI WL WL WL WI �OIL I y■ „ SEE ENLARGED SITE THEY ARE ACTING UNDER THE DIRECTION OFA N L i PLAN SHEET C-3 LICENSED PROFESSIONAL ENGINEER.TO ALTER THIS 1,I I. 0'. ••a DOCUNN:MT. _� _ —17+ - SS SS �Il 7SS S9 pp. t•-, I ,.';:•.• J F7 I �3 7, - I OR100061 TIGARD m r, ® I L u _• I WALMART 5935 :.:� .•A ••.•".0•-•••••••".•• —' 7600 SW DARTMOUTH STREET :•'•'• •®.:•1/ps. Q. �:::::Q�: 11 J :.::.:.::: :: w:.. TIGARD OR 97223 .f \ :?`__�•. - -•�r i.'.- ..e-� ...•..'•....I� \.- - -► I SII OF SHEET TITLE \ I I OVERALL SITE PLAN I — f ' --1 (I) le SHEET NUMBER C-1 H7 10• 0 20• 40' OVERALL SITE PLAN r / 1-=zo NOTES DEMO QUANTITIES TABLE t THE CONTRACTOR SHALL RETURN SIDEWALKS,LANDSCAPING,PLANTERS,IRRIGATION SYSTEMS,AND ANY OTHER FACILITIES DISTURBED BY THE WORK �7�- TO THE SAME OR BETTER CONDITION THAN EXISTED PRIOR TO THE COMMENCEMENT OF THE WORK. F//!//.' ASPHALT 65 SO YARDS 2. ALL QUANTITIES LISTED IN DEMOLITION PLAN SHEET ARE ONLY APPROXIMATIONS.THE CONTRACTOR SHALL VERIFY ALL QUANTITIES BEFORE BIDDING. 1777a CURB 23 FT A:,electrify 777A PARKING LINES GRINDING• r america ® LANDSCAPING 440 SO FT ELECTRIFY AMERICA.LLC. 2003 EDMUND HALLEY DRIVE SUITE 200 RESTON.VIRGINIA 20191 I Y, jy 3 > 1 p \ / • 4 i > V 1 EXISTING STORM 3 d p >y /� y%� MANHOLE(TYP) 3 j 3 3 !. I�3 3 3 3.n l Q° Q j 5� / —EXISTING STORM 3 3 -a o� `\�` j INLET(TYP) , V 3 3 3 3 4 3 �i 3 a ` 3 C EXISTING PROPERTY / EXISTING CONCRETE V LINE(TYP) R .� 4 4 ,� 4 4 a - !S�\ j CURB WITH GUTTER(TYP) 1 �' ° ° 4 d IS BLACK&VEATCH 1 a`,r. a v v \ p ��. 6800 W 115th ST,SUITE 2292 7 > 3 3 0 ? p V Q OVERLAND913 458--2000 66211 \ I'3 3 I > >' 3 3 K jfi9 . D Q p V TREE EXISTING 41 \ , 3 1 3 3 3 3 3 9 9 3 o?, 3 T 3\3 3 9 3 3 3 3 a 3 3 3 4 0 3 EXISTING 3 4 4 9 4 4 S: .3;, > > 3 a a • 3 • i > a > a rE > > 3♦n > > !�•'�+. 3 BUSH(TYP) > 3 I'IN.,. 3 a , TRASH - 3 EXISTING BUSH TO BE 3 3 3 3 j 3 '3 j 3 \ 3 3 ,o't.. '3 3 3 3 3 3 3 ,' �'3 3 - 4 '3 4 3 '3 w."'t /3 '3 'T PROJECT NO: 197479 S p E? ENCLOSURE 3 priorREMOVED(TYP) 3 3 3 a 3 a 3 a 3 9 3 3 3 • a 3 a 3 3 3 3 > • 3 a 3 a 3 3 3 • t„9 3 > DRAWN BY: MBS 3 3 • 3 3 > > > 3 3 3 3 I�3 3 1, 3 4 9 3 3 3 3 3 ,9 3 3 3 L 3 3 3 3 4 3 4 3 1 3 3 9 CHECKED BY: NMB 'a ,.,, •,,,,,Jr.t ; ,• 'sib � �' ' 107 Ott : . .. �{ } * . , j5 3) � 7.11111. 3 j{}{' C 07I08H8 ISSUED FOR 8051 REVIEW S3 ; � j* N ,4 1 4#� B 0086118 REISSUED FOR 30'b REVIEW '3 J \ 9 j A WiL18 ISSUED FOR 30%REVIEW 3 9 jl j ((Bt j� / I j `REV DATE DESCRIPTION , t j r 00 V�' 3 1 3 t 3( '� \ "7--- /4 3�.'r. 3 3 1� Jf, �:'e j 9 t,-, ,mss 3 / \ JJ �,04�!O4,/ �w.O� �rS I i'n �6\/ "k ,O �J SEE DEMO QUANTITIES TABLE REMOVE EXISTING JF- O-` OO 1 PARKING LINE BY \ O� I GRINDING(TYP) V`' in .—EXISTING UNDERGROUND I JE I ELECTRIC LINE(TYP) IJ�- yt ; v RIS A VP:RATION or LAIN FOR ANY PERSON,UNLESS / THEY ARE ACTING UNDER THE DIRECTION of A v`+ -EXISTING UNDERGROUND LICENSED PROFESSIONAL ENGINEER TO ALTER TNIS — EXISTING ASPHALT /'- JE I WATER LINE(TYP) oocuME"'. • PARKING LOT ' 1 JF- ; EXISTING UNDERGROUND • STORM LINE(TYP) OR100061 TIGARD J WALMART 5935 EXISTING 1.=i– 7600 SW DARTMOUTH STREET PARKING(TYP) �, TIGARD,OR 97223 7 r (TYP) 1 rn k, AENITARG 1 SEWER SANITARY SEWER EASEMENT SHEET TITLE � 3 3DEMOLITION SITE PLAN j j (-3 J .P 3 I \ 3 3 _ _ I _�_ ._ _ -_ _�_._. _.__ SHEET NUMBER C-2 6 A' 2' 0 5' 10' DEMOLITION SITE PLAN —— `1/18'=1'0" NOTES PROJECT AREA STALL COUNT PROPOSED DISPENSER 1. SOD PLANTED IN THE FALL MUST ESTABLISH ITS ROOTS BEFORE THE FIRST WINTER FROST.DETERMINE WHEN THE FIRST FROST USUALLY CHARGE POST OCCURS,AND PLANT THE SOD NO LATER THAN ONE MONTH BEFORE THE FIRST FROST.IF THE CONSTRUCTION IS FINISHED LATER THAN EXISTING STALL COUNT 15 175 KW 350 KW CABLE TYPE NUMBER ONE MONTH BEFORE THE FIRST FROST,USE STRAW UNTIL SOD CAN BE INSTALLED, PROPOSED STALL COUNT 8 1 1 CHAdeM01 CCS 2. THE CONTRACTOR SHALL RETURN SIDEWALKS,LANDSCAPING,PLANTERS,IRRIGATION SYSTEMS,AND ANY OTHER FACILITIES DISTURBED WALMART APPROVED STALL COUNT 13 2 1 CCS �z/ electrify BY THE WORK TO THE SAME OR BETTER CONDITION THAN EXISTED PRIOR TO THE COMMENCEMENT OF THE WORK. 3 1 CCS / america 3. CONTRACTOR TO MAINTAIN POSITIVE DRAINAGE. 4 1 CCS 5 1 CCS 6 1 CCS ELECTRIFY AMERICA,LLC. 7 1 CCS 2003 EDMUND HALLEY DRIVE SUITE 200 8 1 CCS RESTON,VIRGINIA 20191 44' • U H D 'D \ / EXISTING STORM • T -2 D >y MANHOLE(TYP) 4.q;;:tea;r• °0 d \ �� EXISTING STORM * j F.r `F` a '4' INLET(TYP) ckl-- D a i 0 3 a i a j `EXISTING PROPERTY )H EXISTING CONCRETE UNE(TYP) O 1 4 4 a -� dV Jg— CURB WITH GUTTER(TYP) 1 ° ° JS _ BLACK&VEATCH 0 e3: j 6800 W 115th ST,SUITE 1292 • D d 'Q I D d OVERLAND PARK.KS 66211 H -.."---**:-.... ..........L 4 a ) 4 4 . • 77 V (9131156-2000 ° D EXISTING Iii f H 13 aPROPOSED UTILITY H 9 3 5 9 . D° V i TREE(TYP) D " TRANSFORMER •/• )� j j a D I i 41 a !I , 4 T 9 �, i i J .>, j 9 4•-6") , SEE ENLARGED a •o'. a \� > > 9 T T a 9 a EXISTING 9 _ i i a I'o ▪ PROPOSED EgUIPMEN7 - �.4 Pa a a g'�•. T BUSH(TYP) rT J1,a 4 LAYOUT SHEET C 4 EXISTING _ "'"""""��� "b '..•TY“` F I!T—.)T �j�-n—��T .) 1 ) ) .) T j .] d n•e3 1 .) T j .] y tS•�. PROPOSED 41111,M /j 1 PROJECT NO: 197119 TRASH I • PROPOSED CONCRETE 0 4 \ O. • -0•�• DISPENSER(TYP) P ENCLOSURE f "` l Y '®a 4i PROPOSED WHEEL®® 1 ) j j ) j J„j 1 > DRAWN BY: MBS 1 �• ICURB AND GUTTER 7 _ �_..!9 I NZ i i ) 9 , 9 9 ' 1 t 9 9 9 3 4 4 ' ) 4 ) - 9 9 j 4, E CHECKED BY: NMB PROPOSED _.. ___ - _ _ L _ TREE TYP _ 11 .' #00*:v L�j •L �r.{C "` >. :'; -11. :. rV • .1 WO L 1C ,�'�, $T,y. ..STOP(TYP OF 5J �t # T ( ) i _ L_. fifie' '_ , _: !� , Itr--,fitr-I n----n--- � ® I 11 I I �-1II II ,-1 I I \ ►r ► C. ' r 1 p I -_. _ ay. ' A.. � ' 1 i� II 'r�I )'� fI I ) j ���-rI ...©��I 1 ��� ,�� j El 4M, , j1-t\�/ l\�/ ©\�,j T j j Vii' ��j-. j mg FIII / 1111/I 111/1 1111/ 1 III 1----' r, i0 1 111/I .11' 1111 E'1-11 ) _._. _ _._ -.i I t). 8 1 0 ® © 'T '3'.• l - v_-1 C'1 ' ,, '' t. •t r •1 L -1 / ) C 07/09HS ISSUED FOR i0%REVIEW l� t r II1 J4, B OWtS/1S REISSUED FOR 30%REVIEW '11 '0 {� I O 1 � I � 1�I 4 5-D=am mass -I �\ � �17aY` 3 �f•� A ODm1e ISSUED FOR 30%REVIEW I j 4 ' I �. L j I I I d (TYP)4 �� / 3 j j `REV DATE DESCRIPTION , 9 4f H 1, I- 1� 1 '/I I 1 ~ N n `, 1 I-'r.' j H j , 3 3 4 2 0,„__,____ Ell 4. Q 43 / J �f�/ O Nti 5 L-1'-8"(TYP) 15,0" _ 11V 0" •C O • 23'-9" (TVP OF 9) �f/� PROPOSED PARKING 0 f \ STRIPE(TYP OF 9) N4o G- I V /- ,-,) -EXISTING UNDERGROUND I 49. ELECTRIC LINE(TYP) Q W N Jf ; IT IS A VKMATION OF LAW FOR AMY PERSON.URI FSS 1 11 TREY ARE ACTING UNDER THE DIRECTION Of V, a v`. EXISTING UNDERGROUND LICENSED PROFESSK111AL ENGINEER TO ALTER THIS I z �f i WATER LINE(TYP) DOCUMENT EXISTING ASPHALT g g� . , PARKING LOT C ; EXISTING UNDERGROUND O — STORM LINE(TYP) c-5 OR100061 TIGARD ® I �f WALMART 5935 , I EXISTING Us- i__;,-,i> 7600 SW DARTMOUTH STREET \ PARKING(TYPI % TIGARD,OR 97223 "E EXISTING B-11" L. EXISTING 15'•6" L r (TYP) SANITARY SEWER I EASEMENT / SHEET TITLE , I G t �� ENLARGED SITE PLAN + 1 U 1 L i • /y „_ _- _�. . _ SHEET NUMBER C-3 IT 11 Y 0 S Is ENLARGED SITE PLAN ISITIREGiM illif ,.electrify / amenca 20'-11" ELECTRIFY AMERICA,LLC. .. - 2007 EDMUND HALLEY DRIVE SUITE 200 RESTON.VIRGINIA 20191 I ,.rr INCOMING r' '' la PROPOSED KEYSAFE PROPOSED Q PRO S7(PROVIDED SWITCHBOARDS BLACK&VEATCH BY CONTRACTOR) 1 ASSEMBLY " T1 I F -----T1 T1 l YT _T 6800 W 1151,ST.SUITE 2292 _Ti OVERLAND PARK.KS 86211 0171458-2000 PROPOSED GFCI pr /,J L RECEPTACLE IN q 4 C rr II /'r /r WEATHERPROOF ! ! / / . ENCLOSURE _.,J�1__/�_i Ir/ II/ : `I�(TYP) MOO] I I I// (n P) I III u._ _ I _ _ _LI PROJECT NO: 197479 DRAWN BY: MBS CHECKED BY. NMB, M ® a a PROPOSED • H REACTOR(TYP) UUUU� __ _ I __ ___* —. -_—_H H H -__ foo ■MM■ T_ ® © C 07109118 ISSUEDREISSUED FOR 90Y30,REVIEW Q B OM2&td REISSUED FOR 70%RENEW \L-PROPOSED A 0,12118 ISSUED FOR 70%REVIEW CONCRETE PAD Ilair _ __ II __4 __� 8 __�I'71 )_ `REV DATE DESCRIPTION , �i�� II 1 f 6_ m---'/ ©0 1 II r / / / / PROPOSED II // / !/// / !', 4 a> / /r/ / 175KW POWER (TSP) a F UNIT(TVP OF 10)®� II! / / �O,s\O / / III // / r/ / ! 'C] 0 o :e _ \_ ' , I, ,. 'ISAWOIATIONOFLAW FORM1EPERSON.UN " THEE ARF ACTINO UNDER THE DIRECTION OF LICENSED PROFESSgOCU ENGINEER,i0 ALTER THIS FUTURE POWER ` oocuNENT .1 UNIT(TYP OF 2) 1 OR100061 TIGARD WALMART 5935 7600 SW DARTMOUTH STREET TIGARD,OR 97223 SHEET TITLE ENLARGED PROPOSED �I EQUIPMENT LAYOUT IIIMPF SHEET NUMBER 1 C-4 ENLARGED PROPOSED EQUIPMENT LAYOUT 1 r=1-D- ,�electrify / america ELECTRIFY AMERICA,LLC. 2003 EDMUND HALLEY DRIVE SUITE 200 RESTON.VIRGINIA 20191 BLACK&VEATCH 6800 W 1151h ST,SUITE 2292 Q PROPOSED OVERLAND PARK.KS 68211 (913)458.2000 SWITCHBOARD ASSEMBLY ©Q PROPOSED 00 PROPOSED ��UNIT)POWER �up DISPENSER(TYP) UNIT(TYP OF 10) PROJECT NO: 197479' EXISTING EXISTING DRAWN BY: - MRs 1 / TRASH -^ TREE(TYP) �'�', ^ CHECKED BY. HMR ENCLOSURE ItX• ! 1 ' 1 %.=,,,'f 7: EXISTING ��e... yX?. .tr r,;.. ° Al / BUSH(TYP) t .,y dlr). • -4-' EXISTING mj •r 7Z$� � , ASPHALTfir a a .,., a © aa41,iii_.-?2,,,..i4;sP7:. 7�it,:s ' ' a�F�4J'- ^I--� 1� 'W I 11. ,1( 1A.,'' i�'^_ C 07109H! ISSUED FOR 90X REVIEW it-w- � 3���• 2 .. •. ,..�� �;i.�,.>,,. 1^ .v,� � -.��,,. ��ti .‘,,'S:;� ,c. r-"� ,.,..14,''',.;,,,'",:%.�; . .�,. F��,- -dna �— .rt. �:s.r. air � �'`.• : ✓,..trs r �^ r n;6i }yy� �..° A\O� i _ O co G PROPOSED PROPOSED PROPOSED WHEEL XII 1 TREE(TYP) ® CONCRETE PAD 7 �y.f-` _ STOP(TYP) 40,,N-V" 0 J WITPROPOSED H GUTTER R• .® aOL�O • 60 'BwNRRAF ofuoFORAMYPERsox,'Mesa THEYARF PROFESSIONAL THEER..ONERA LICENSED VROFE85gOAL ENGINEER 10 ALTER TIPS DOCUMENT. OR100061 TIGARD WALMART 5935 7600 SW DARTMOUTH STREET TIGARD,OR 97223 r SHEET TITLE SITE ELEVATION SHEET NUMBER C-5 d' 2' 0 a' B' SITE ELEVATION — — 1la•=r-o- NOTES 1.THE UTILITY DESIGN DETAILS SUMMARIZED ON THIS SHEET ARE FOR PROPERTY OWNER REVIEW.THE CONTRACTOR STHE REFERENCTHE PENDING UTILITY DESIGN of UTILITY DESIGN PACKAGE(UDP),PROVIDED WITH THE"ISSUED FOR CONSTRUCTION"DRAWINGS FOR BIDDING.THE CONTRACTOR SHALL INSTALL ,_ _�� � THE UTILITY RELATED SCOPE OF WORK PER UTILITY CONSTRUCTION SPECIFICATION REQUIREMENTS. / america 2.UTILITY EQUIPMENT INSTALLATIONS AND PREP WORK AND TERMINATION OF SERVICE CONDUCTORS SHALL BE COORDINATED WITH THE APPROPRIATE ------__. \ r •tn UTILITY ENGINEER AT TIME OF PRE-CONSTRUCTION MEETING TO ENSURE •.' ACCURACY OF INSTALLATIONS. f/T „,,,/,„ • ELECTRIFY AMERICA.LLC. �� .. 2007 EDMUND VALLEY DRIVE 3.TRANSFORMER BOLLARD PROTECTION TO BE INSTALLED PER UTILITY 1 SUITE IN0 ,^' '•� RE370N.VIRGINIA 29191 SPECIFICATION.ADDITIONAL BOLLARD PROTECTION MAY BE REQUIRED AT �--- '• I THE DISCRETION OF THE UTILITY FIELD INSPECTION PERSONNEL- ' r \\ `g‘ Lr • ' EXISTING OF TRANSFORMER I �u • b 4 \ !_I"G�--- UE - _ - . ur r� LIG —uE fir--- • II •,i/ii/iiiiiiiiiiiii/iii/iiiiiiiiiiiiiiiiiiiiiiiiiiiliiiiiiii/liiiiiiiiiiii/ilii // l -i9' U / /iii//�iiiiiiiiii•iiii/ii .• ... . __ -V EXISTING S ' • i•• BLACK&VEATCH PROPERTY LINE / / ..• •EXISTING �P) / I 4F % % BUILDING i OVERLAND L 115th th ST,AR SUITE 2293 I �^ (TYP) `�E-” OVERLAND PARK,K5 66211 n3 1 f" .� •• i' (9131.68-2900 EXISTING UNDERGROUND GAS ________----------- UNE j�/- o j •,J4, UNE P •. I u ®. /////////////////////////////////////////////////////////////////////////////////////////////////////////i „�, a : 7 � it <•• • •• • • + UE --,-.--..1•1'e_.-'”• • 'PROJECT NO. 197479 - ;/� �;4 .• ' • • UE UE •--/• •• . s DRAWN BY: MBS PROPOSED , - -.-. p 1 -T ••• • -•- `CHECKED BY. NMB, LE !. SWITCHBOARD _ EXISTING UNDERGROUND N -' ASSEMBLY EWER(TYP) 1 p - r r K NIr1lip--� L \gyp ''sti—® — ®� ::EXISTING -- --VITA YY- NL NE(TOUNDSS SS SS - P - SS A ` TELEPHONE LINE(TYP) --Y-/ —' • PROPOSED PRIMARY CONDUIT (4)PROPOSED 3"UNDERGROUND \ 1 C 97199118 ISSUED FOR 90%REVIEW FROM EXISTING TRANSFORMER TO SERVICE CONDUITS FROM B Dent• REISSUED FOR 3054 REVIEW ---- UTILITY TRANSFORMER - TRANSFORMER TO SERVICE -� -J R p �\ WL A 04112/18 ISSUED FOR 39%REVIEW 1 PROPOSED EQUIPMENT SWITCHBOARDu t79_•: InIy /\� `�1 (1 11 V 4 �I� / REV DATE DESCRIPTION TRANSFORMER !1 4 VVV Il _ J i n�l i CLEARANCE V `''vi/ EXISTING FIRE , • _ .. �`1E •>� o K HYDRANT i 1 ,-7-..-.:7. ./ PROPOSED XXXKVA I —— _.UE „ _ •F 1 a UTILITY TRANSFORMER ��� 4801277V.3�,4W ON - \ III j ■ 1, �( Q,`�0 I „, -211 IE `o , -- X•-X"sX•-X-CONCRETE PAD T— G Z •■ ■ •' / / I . 7 „,,,,,t,.,,, in n pir / 1 t„..:•: \ 0 / t--_,_..- ,, / i L..........jaw / / __ 1 ;,i, I 1,5 .• ..• • .. :.:.__ \ ...., ... •.•_: , +60 .. i ... __ . ;71 6L\ --- —Z W a — \ - l IT ITHEYYAREACTING UNDER TION OF LAW THE DIRECTIOANY N DFA SS W \__EXISTING ASPHALT ' LICENSED PROFESSIONAL ENGINEER.TO ALTER THIS • —N Ci' PARKING LOT \G ) • ` DOCUMENT Z Ili F —S CT 5T ST --STS' ST 57 L _ I (4)PROPOSED 3”UNDERGROUND m -- WL 1W' I WL WL —WL —WIT— WL —WL / ( I Sr WALMARTI5935D I SERVICE CONDUITS FROM PLAN A-A ___ ___ _.- - TRANSFORMER TO SERVICE -- T .: • \ SCALE:NO SCALE - ` 7600 SW DARTMOUTH STREET I \ TIGARD,OR 97223 EQUIPMENT SWITCHBOARD --- ■ SS SS 4—Cil s�SS 3 S' - - g i' 4 , - I h -;141 SHEET TITLE ® �+++ UTILITY PLAN -:.0-:-:-:-:-:.0-:. ::�:: IIs '�7::.::.::::.:4:.:,_____ .n•-_t,i N C.......... SHEET NUMBER E-1 • 20' 10' 0 20• Q. UTILITY PLAN 1-=20' NOTE PENDING NOTE 1. CONCRETE PAD REQUIRED COMPACTION TESTING.REFER TO GENERAL SITE WORK NOTES 1.2,A& 1. FIXING SCREWS REQUIRED ARE M16 WHICH NEED A TIGHTENING TORQUE ABOUT 146FTLB B,ON SHEET GN-2 FOR CLARITY. 1.6" 5.9" 5.9" _ 1.6" d e' y orV 2'41" s- / america CAR SIDE 3•-4" PLANj...... O O ELECTRIFY AMERICA.LLC. SEE PLAN 2007 EDMUND HALLEY DRIVE .i O SURE 200 \ RESTON,VIRGINIA 20191 a4 BARS @ 12" PROPOSED in O o 0 1M1 �rI O.C.EACH WAY CONCRETE ®.. , ASPHA Tom o ��IIII D +j Z `Df 1�1 1 1 4y1•%•'�`1 I:I::`0 1 I1• 14:1417144:1 144 o o eV \\\/ //\\�/�T��\\/��/\\\��/�/%�j%%�%N�\�/�j\%%�/ \\i\%\�%\/%\, CAR SIDE .7110' D a � \y/\\\ �� \\ i\\ � LL WAI• UNDISTURBED SOIL n /ill . BLACK 8�VEATCH OR PREPARED ' 6800 W 115th ST,SUITE 2292 SUBGRADE(95% 1 N1 -r 0� - �O T STANDARD PROCTOR) PROPOSED COMPACTED I OVERLAND PARK,KS 66211 (913)458.2000 CLEAN GRAVEL GRADE \�\ PROPOSED 1111 FOUNDATION � O oz.) � I OR EXISTING Q " 7 ® 4.6" _....—! CURB I.,�. '_' , 6" TT —I ,MEI y PROJECT NO: 197179 7•4" DRAWN BY: MBS PENDING FRONT SIDE CHECKED BY NMB ♦ 1 CONCRETE PAD DETAIL NO SCALE A CHARGING STATION FOOTING DETAIL NO SCALE B 175KW DISPENSER BOTTOM VIEW DETAIL NO SCALE C NOTE PENDING NOTE 1. GLITTER SLOPE TO MATCH ADJACENT PAVEMENT,TRAVERSE AND LONGITUDINAL. ± 4 1. FIXING SCREWS REQUIRED ARE 6 FIXING POINTS M12970 WHICH NEED A TIGHTENING TORQUE C 07/09119 ISSUED FOR 90%REVIEW 59FTLB B 0821919 REISSUED FOR 30,REVIEW A 0/112119 ISSUED FOR 30%REVIEW 'a a PI REV DATE DESCRIPTION iv IV ♦ 1 E (a _ 4 r 4 BOLT LOCATION(TYP) m I� 3,7 112" �� S�G�`O O LL O 3%10" a u a TOP VIEW / -. m 0 z r-1 114" -1 O��'� 1" 111111 314" 2'-10 112" ' a 6" 11"MIN ` P.C.CONCRETE '— — O`Q���O CONTRACTOR TO �' ED // ^\`` -`O` 112"MIN RADIUSPli .o PROVIDE PRIME COAT °1'' AND TACK COAT TO FACE vim, 1"MAX RADIUS +rte 'AY �`� ���s 1 CONTAC S ERECURB ` '/� RNAVKRATgN OF LAW FOR ANY PER30N.UNLESS 12" \� CONTACTS ASPHALT i' ^�` \ \ \tp THEY ARE ACTING UNDER THE DIRECTION DFA 1 1 1` '`r ' LICENSED PROFESSIONAL ENGINEER,t0 ALTER EMS -��,� [�E/Wi A1������� ASPHALT CONCRETE �� `_v<r'//goGrEl \� ` DocuNENT i�4:5:�������521174152 W41110/.2.24�44. INN�e����41.�����i�NN iarima41141�41�4pd1�4 , DETAILS FOR PAVEMENT a ``2 ' ‘/'\ice\% y'>%\/�\ SECTIONS,SUBBASE, T 1 .� �� ✓\/,\ \ \. SUBGRADE AND i0 4y OR100061 TIGARD ,,,,../ �\ \ \ r COMPACTION 'PjoF ^? ,t0 WALMART 5935 REQUIREMENTS �`.o 7600 SW DARTMOUTH STREET .45., TIGARD,OR 97223 :':%; d SHEET TITLE • "' _ EQUIPMENT DETAILS F� _ L II • 434" I I 3•-01)2" I I 4314" SHEET NUMBER FRONT VIEW SIDE VIEW D-1 CONCRETE CURB AND GUTTER DETAIL NO SCALE D FAST CHARGE STATION NO SCALE E 175KW POWER STATION CONDUIT ENTRY DETAIL NO SCALE F i NOTES SEE NOTE 1 NOTE 1. SEE FLOOR PLAN IN _ PREFABRICATED CONCRETE PARKING BARRIERS,WHERE USED,SHALL BE A MINIMUM OF REFERENCED SWITCHBOARD �� V INCHES WIDE,5 INCHES HIGH,AND 6 FEET LONG.PREFABRICATED BARRIERS MUST BE ASSEMBLY DRAWINGS FOR FIRMLY AND PERMANENTLY ANCHORED A MINIMUM OF 12 INCHES BELOW THE PAVEMENT MOUNTING HOLE LOCATION AND w v TYPICAL BOTTOM VIEW LAYOUT WITH GALVANIZED ANCHOR PINS. ,�e�eCtl'jfj► SWITCHBOARD BAY I- OF(1)SWITCHBOARD BAY. ��" DIMENSIONS. i SEE NOTE 1 2, SEE ELEVATION IN REFERENCED w r amenca SWITCHBOARD ASSEMBLY DRAWINGS FOR BASE CHANNEL DIMENSION. 3/4"DIA.MOUNTING HOLES 3. MINIMUM 6"CONCRETE OFFSET 3"FROM SIDES(TYP) ELECTRIFY AMERICA,LLC. EDGE DISTANCE FRONT OF SWITCHBOARD BAY 2007 EDM SURE 200 HALLEY DRIVE REQUIRED FOR PROPOSED BOTTOM VIEW RESTON,VIRGINIA 20191 ANCHORAGE. PROPOSED SWITCHBOARD ASSEMBLY CABINET VY HEADUTY NUT 401110.0#0. 6 0 EAVY D LE WASHER IMEM H BASE CHANNEL 2.25" 4.50"Ip PROPOSED 5!8"HILT!KWIK BLACK&VEATC H BOLT TZ STAINLESS STEEL 6800 W 1151N ST.SUITE 2292 O - ANCHORS 3 1!8"EFFECTIVE g in OVERLAND PARK,KS 68211 EMBEDMENT MIN.(ESR#1917) (9i7)458.2000 w t ys 4.5"� rn � 2"COVER(TYP) ANCHORAGE PROPOSED CONCRETE SLAB SECTION 'PROJECT NO' 197479' SECTION 1 DRAWN BY: Mss CHECKED BY. NMB, ♦ 1 SWITCHBOARD MOUNTING DETAIL NO SCALE A TYPICAL PARKING BARRIER(WHEEL STOP)DETAIL NO SCALE B DETAIL NOT USED NO SCALE C C 071.118 ISSUED FOR 90%REVIEW B 06128118 REISSUED FOR 30%REVIEW A 0412118 ISSUED FOR 30%REVIEW REV DATE DESCRIPTION a eNN < .S\ C2 0 ,cO� O� rt IS AC VIOI ACTION OF LAW iOR ANY RERSON,UNI ESS TNFT ARf ACTING UNDER THE DIRECTION OF A LICENSED PROFLSSI=L ENGINEER.TO ALTER THIS DO UMENT ♦ OR100061 TIGARD WALMART 5935 7600 SW DARTMOUTH STREET TIGARD,OR 97223 SHEET TITLE EQUIPMENT DETAILS SHEET NUMBER D-2 DETAIL NOT USED NO SCALE D DETAIL NOT USED Np SCALE E TREE PLANTING NOTES 1. SITUATE ROOT BALL SO THAT TOP OF ROOT BALL GENERAL NOTE IS 2"ABOVE FINISHED GRADE. 1. ALL PLANTS SHALL BE WATERED THOROUGHLY TWICE DURING THE FIRST 24 HOUR 2. SCARIFY SIDES AND BOTTOM OF TREE PIT. PERIOD AFTER PLANTING.ALL PLANTS SHALL THEN BE WATERED WEEKLY,AND MORE 3. BACKFILL TREE PIT WITH EXISTING SOIL AND FREQUENTLY DURING TIMES OF EXTREME HEAT,FOR THE DURATION OF THE FIRST .-ZJ_�, � WATER UNTIL NO MORE WATER IS ABSORBED. GROWING SEASON. • 4. DO NOT ALLOW AIR POCKETS TO FORM WHILE / america BACKFILLING. 5. INSTALL A MIN.4'-0"DIAMETER MULCH RING AT A MIN.DEPTH OF 3"FOR TREES IN LAWN AREA. 6. TREES NEED TO BE STAKED ONLY WHEN EXTREME ELECTRIFY AMERICA,LLC. WIND MAKES SUCH SUPPORT NECESSARY.IF 2003 EDMUND HALLEY DRIVE STAKING IS NECESSARY CONTACT THIS OFFICE SUITE 200 AND A DETAIL WILL BE PROVIDED. PLANT SCHEDULE RESTON,VIRGINIA 20191 ROPES AT TOP OF ROOT BALL SHALL MULCH TO A DEPTH OF 3" CODE BOTANICAL NAME COMMON NAME OTY SIZE(CT CONSTRUCTION) SPACING SPECIFICATIONS(AT FULL SIZE) BE CUT,REMOVE TOP 113 OF BURLAP. (KEEP MULCH 6"AWAY 15 GALLON"BLUE ITALIAN ALL NON-BIODEGRADABLE MATERIAL FROM TREE TRUNK) TREES CYPRESS GLAUCA 16 5'-7'TALL 5'-0" 6.8 FT TALL,3-4 FT WIDE SHALL BE COMPLETELY REMOVED i SHRUBS COMPACT SUBSOIL TO BACKFILL WITH EXISTING SOIL FORM 6"PEDESTAL TO -, PREVENT SETTLING (IN SOME INSTANCES LAWN WILL GROUND COVER BE PLANTED OVER THIS AREA) FINISHED OTHER GRADE --n-nII!f� _'fi iii 11- ©. n=n II�1. MIN 45°SLOPE 11= '; '11= ON SIDES OF _II - ii=8=1111'. --1 TREE PIT -X111=11=111111=11" __=II=11=11 BLACK&VEATCH 6900 W 1151h ST.SUITE 2292 3 TIMES OVERLAND PARK.N566211 ROOT BALL DIAMETER 0131459-2000 TREE PLANTING DETAIL - 7 7 4 ) 4 7 I 7 4 PROJECT NO:- 197479 DRAWN BY: M85 • I I I 4 4 CHECKED BY: HMB, 4 4] C • r ♦ 1 e 1 s. s. - PROPOSED r • -r7- I Ir ' C 0700910 ISSUED FOR W%REVIEW BUSH(TYP) I -ZI I --11T ---¶ I --r TI B Ud28110 REISSUED FOR 30%REVIEW 1 II I�' 1 \ I / II - / A 04113/11104113/111ISSUED FOR 7054 REVIEW i 1 /// i//// I // 1 ,NEV DATE DESCRIPTION -----L4_4._-I i II 17 1 , 1 �s I eh <9.s• I — L 3 B p < Ir r OQ. 3 I 1 I •''' I 11 I --- III 19 ---11I I'; '7 -A �(,O t 10 fj W ---- -- rr-3' Io II / Iii �iil I ,o I l +; ;0 O - 3'•3"O.C. 1 n // /i n1 II // / III ,/' /2 01 I I;II S I n7 „, II/ I III/ / n1I ,' 1 •; (TYP) I I n2 III n2 I Int nl I I LI it II III III nl II I IAVroIAnON OF LAW fOR ANY PERION,VNIE!! - H -1'� IV- III- n IL THEr ARE AcnNc uNofR THF orREcnaN ofA / 1 l.1::: 11 ,� 11,_, LICENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. 1 1 • 1 OR100061 TIGARD 3 1 - 1 -- WALMART 5935 •\N:L., 3 !1 7600 SW DARTMOUTH STREET • TIGARD,OR 97223 . ..:. • .ti:lirelo)tiVihitalt:;C?.!tr.'O O. Q ELI)/ i SHEET TITLE in I N 1 3�C' •1(�P).C. ' LANDSCAPING PLAN, 1 DETAILS,&PLANT SCHEDULE I l 1 J--__ _.... -_. __ I SHEET NUMBER LS-1 12"6"0 I' 2' 3' 4' 5' 6' 7' ENLARGED SITE PLAN l PROPERTY DESCRIPTION: VICINITY MAP I U Q c 1,', That parcel oa d eriibed in the Stotul«y Special warranty Deed recorded April 2,2012 antler receptbn 6 namwr 2012024817 or wofmngton ooanty,Oregon. a� am = a ,0 x 8 <k- SITET$ �� t SCHEDULE B2 EXCEPTIONS: • U ,! Item No. I.EASEMENT OF VEGETATED CORRIDOR PRESERVATION October 02,2014 DOCUMENT N0.2%4-062541 I U GRANTOR:WAL-MART REAL ESTATE BUSINESS TRUST,GRANTEE:CITY OF TIGARD. -AFFECTS SURVEY ARE,SHOWN HEREON. 2.DEDICATION DEED FOR ROAD OR STREET PURPOSES July 31,2014 DOCUMENT N0.2014-047528 DEDICATION BY: CT SURVEY AREA. M r 3.EASEMENT(SANITARY AND STORM SEWER PERMANENT)July 31,2014 DOCUMENT N0.2014-047525 GRANTOR.WAL-MART REAL ESTATE BUSINESS TRUST,GRANTEE:CITY OF TIGARD. b -AFFECTS SURVEY ARE,SHOWN HEREON. 4.EASEMENT July 28,2010 DOCUMENT N0.2010-057133 CO' AGREEMENT BETWEEN PAOFIC REALTY ASSOCIATES,L.P.AIA CLACKAMAS COUNTY BANK -DOES NOT AFFECT SURVEY AREA. 5.DEDICATION DEED FOR ROAD OR STREET PURPOSES February 06,1998 DOCUMENT N0.98011117 DEDICATION BY GORDON R.MARTIN- -DOES NOT AFFECT SURVEY AREA. 6.DECLARATION Cr COVENANT$,CONDITIONS AND RESTRICTIONS October 01,1993 DOCUMENT NO.93081054 AND REOPROCAL EASEMENT AGREEMENT DECLARATION BETWEEN SUPERVALU HOLDINGS,INC.AND PETWART,INC. -AFFECTS SURVEY ARE,BLANKET IN NATURE. C 0 ].PARTITION PLAT N0. 13 Fepru«y 204,1995 DOCUMENT N0.95012308-DOES NOT AFFECT SURVEY AREA. � o RECMtO OF SURVEY Janu«y 31,2011 CC p. -AFFECT$SURVEY AREA.BLANKET IN NATURE. 9.RECORD OF SURVEY PROPERTY LINE,AD,AISirT Apre 20,2012 u a -AFFECT$SURVEY AREA,BLANKET IN NATURE.. Rama not listed o.ve are determined non-survey related items and are not Plotted hereon. NOTES: Thio if o lopograpnic map.This is not o boundary aurvry oM is only in DIV to depict;nose topographic features «improvemenla shorn.The properly lion ahMn ore rtt«d linea Only ono Ore anon far graphical reference any. 2. Ary underground utilities shorn Ave been located Irom field survey ing«malion.The surveyor makes no quaran;tt ;hal the undargrouM uUf6sa enorn cOmprlss all such ulililies in the area.;cher in abantloned.The rveyor lurcher does not w rconl toot the undergroun0 utilitisa enorn a n lne exact loeatian indicmea although he rbcs derlily lMl Ivey o e located as accumlely os possible Irom the inf«malion avoibbb. 3. FEDERAL EMERGENCY MANAGEMENT AGENCY,Flood Insurance Rale Mop,Map Number 41067C0542E effective dale 11/04/2016,indicates Ihia parcel of bM is booted in lone K(Aeon deternimed to.out of the 0.2%ann. chance Rood plain). 17 4. This survey does not constitute a title search by Clark Land Surveying.mc.to determine ownership or easements W 13) record.F«all information regard,easements,rights of way and title of record,Clark Lo.Surveying,Inc.relied W upon o Search Report,prepared by PACIFIC CORPORATE h TITLE SERVICES rich on order nurn.r rel RC1991035, - C doted APRIL 4,2018. Q!� 5. Elevations are toned on NAVD 86.turn. Z EO 6. BENCHMARK:3 1/1'Aluminum coo.as enorn.Denali.:enali.:191.14'(NAND 86). F W QS' 7. BASIS OF BEARINGS:Bearings ore relative to those shown upon tn.Statutory Special Warranty Deed recorded April 2, (n e- 2012 ander reception number x012024817 of Washington county,Tigard Oregon. 8. Fieb work for this survey roe completed on March 28,2018. O 9. This silo b zoned'CGT(General Commercial)per City of Tigard Planning Department Buibinq Setbacks: Front:0',Side:0'.Rear:O. No zoning informalbn provided by the client.Zoning setbacks shown hereon ore the interpretation of the surveyor For clorificolion al exact zoning designations and setback locations.Akar contact the Washington county,Tigard Oregon.Fanning o.Alainq Department al 503-718-2421. at Z M W W Z O t W L v O SURVEYOR'S STATEMENT: W z On the bofia of my krgrledge.inlormalion arW belief,I hereby elate ontl declare Ihol thin drori LL W mY drecl aapervivan m lne alone«a m a of aarvey«a pmc0cing in me s;oee a Oregon orltln9not ine`°lt°wmocotlner -65 eho.n Hereon is bee aro correct td lne bei of lar knorlea9e dna bevel. U/ a z m This stoteenl is neither a web°,nor o guarantee.either expressed or,milli.. • REGISTERED1 Z PROFESSIONAL Q. Q= m W UI n LAND SURVEYOR g 2 Q 7, a^ Doo Lf*,JANUARY 15,1987 LL Z N Q HAROLD P.SALO 2264 N EXPIRES:JUNE 30,2018 Harold P.Salo d N O to Oregon Proleasi«ol LaM Surveyor No.2264 F«Ona on bonen al Clark LarM Surveying.Inc. Q p U 2•D a`z \_ f2pOT,yQU9 aa: o _ 'UAu„RoSj)n 8N \\\I' \\ 1B ~Q 3. \` 3 • KGETATION CORRIDOR • \ `S7 '�� FnSEYENT"C' \\\ GRAPHIC SCALE tt 9'01'58' \ • (EX.1) 20 0 0 20 w LS �- E /9703• ASPHALT WALK • \\\ _ v C; • Ic N- -... i_____....;__ . , a - _ . \ \`\\ (IN FEET)I T E As - Y' inch= 10 Il. '' uL ---15----------5--..„..„ e \\ g .�/ 51E BENCHMARK >F • `RN VWIT wCE55 UOS.4. . � i • , CONCRETE'KNOT 1/4'wUMINUM pSN� _\ '7: (BOLTED SMUT)MN ELEY:180.71' • W ELEY 191.1.'(MAK BH) \_ ® CONCRETE CURB(TW) N/�b RIM:1&7.58' \\ _ '0 (n 1s'swnAav sEwEa .$ \INv 74:2n: ® ` o n.a' • F . FA5IA:K. •nom Dr): \ (EX.3) 15� AMA ASPHALT `b \W \� • � \ ---i_\ p v\i d Q `�\ ,'. -__ OWNER:WK-IAART REAL ESTATE BUSINESS \ • APIA:R0458061 ,,,,,,//Pou ELEY 179.71• - h�\,=. \ t°t1 (REC.NO.2012'024817) cnAsS7\ m 30 f�TRAP(E) N1 VJ $ 4 s • G PoNM CLCV•18055' \ GS I INV(N):17x.1. 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ASPHALT ASPHALT ASPHALT / ^ A I j (n,Q/V WT[ X - J Ls ,\589'46'22"E 49.98' AS O 5 b4 ' 4 b4 ,.� �+e/ I1I a�N '1111',�� / - LEGEND • �••. 589'0522.6 63.00' ,N BLODN EdLL ' /�L p N6 BENC1wawK _ TRASn ENCLDSUiE i LS ♦ yWT,yry MANHOLE • 569'16'22•E 726.00' L3 hMp cLUNDMT r• ASPHALT ' F / S89.46.22'1 - 71' 22,' / ® OAR LIwM mE o N A - F w r ® STORY MLEi(RECTANGLE) O \O 5 ASPHALT �- \ EIRE HYDRANT 4 : / w W n r 0 IRRIGATpN CONTROL v4K Z O .. Nll RATER vAuLT (]u1 H - F I e 3)V roc STALK w Z ASPHALT I Q LIG.POLE !nO PARKING STfiPEy 5 j�II \ O U LS 5 LS GIS } r [5 ® ELECTRIC TRANSFORMER S a L'113 O (IYP.) I`3, - y ..._.-. ® I T F ASPHALT ® ELECTRIC VAULT ♦� .-Z (REC.NO.201202481 7) 1 -TTL ` M TELEPLGNE vWLT U \ O a OWNER WAL-AURT REAL ESTATE BUSINESS ASPHALT 5 - ASPHALT \ /� B GREASE TRAP%MNXOL[ = Z Z Z m 'L .M01C.P PAW... ! Q SQ DEDouOuS TREE N r Q15'SMRNA UNDSCAPED MEA LL0 U 1-3- EASO(E% STpRM LME(UNDERGROUND) Z Q O Q N U G I c ASPHALT 1 LYNCH GTCM BASIN m $N6TARI LME(UNDERGROUND) 1- 0_a PoY 1&1.68, 5 Ts. RIu:185.' • w - RATER uNE(LMDERGROUND) El'_ L� LYNCH GTCM RASP. I1 }/�� S O N L- w:M.(E):17..00' As RM: .3.84\ yy-4-_ , -w a N MV.(N):17..00'- -� (RwillIC31,?'LVNCHWNPZV 1 ti GS LIRE NNOERCROUND) ZreCCNC.CURB INV.(w):173.80• 13,A : �11J e l�f I[ a 3 U co SELECTRS LME(UNDERGROUND)UNE BEARING DISTANCE Oe ° K' u•SANITARY so', -(TW) CS -/ iO TELEPIONE IINC(UDERGROLMO) OL1 S12"20'051w 8.76' �� LSII5Es �- l ® 0 `` (EASEMENT NEWT uNC L2 500'13.38'66 9.00' / I ` ©. ©©_ `h L3 sc.13'38-w 2.00' \ ' •. CONCRETE Mu B I. PROPOSAL SUMMARY INFORMATION DATE: July 12, 2018 APPLICANT: Electrify America 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: Walmart Store 5935 7600 SW Dartmouth Street Tigard OR 97223 REQUEST: Minor Modification of an existing parking lot to install (8) charging posts and associated control cabinets for a new Electrify America Vehicle (EV) Charging Station MAP/TAX LOT: 2S1 01 BA-00500 LOCATION: 7600 SW Dartmouth Street ZONING: C-G II. PROPOSAL DESCRIPTION Electrify America is working to establish a comprehensive, technologically advanced, and customer-friendly charging network-- to drive EV adoption by reducing charging anxiety. In its first investment cycle, Electrify America will establish a network that includes non- proprietary electric vehicle chargers (CCS, CHAdeMO and J1772 standards) at over 650 community-based sites and nearly 300 highway sites across the country. Community-based charging station sites will be built in workplaces, retail (shopping centers, restaurants, etc.), multifamily residential locations and municipal lots and garages, as well as high-speed community depots that will feature fast EV charging at speeds of up 350kW compared with today's peak of 50kW. Highway sites will be located along high-traffic corridors between metropolitan areas, including cross-country routes, and will include between four and ten 150kW and 350kW individual DC fast chargers at each location before June 2019. These sites will be located no more than approximately 120 miles apart and on average just 70 miles apart. Many shorter range EVs will benefit from 50kW DC fast charging on the Electrify America highway network, including any CHAdeMO equipped vehicles. The proposed facility will be located in the Walmart parking lot at 7600 SW Dartmouth Street. There will be a total of eight charging stations, with nine 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 for a Tesla EV charger located at Washington Square to determine what review procedure was appropriate since EV chargers are not specifically listed in the Tigard Code. It was determined that the Tesla project should be reviewed as a Minor Modification to the existing parking garage. The applicant is requesting that the Electrify America application also be reviewed as a Minor Modification to an existing parking lot. 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 Page 2 July 2, 2018 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 for a Tesla EV charger located at Washington Square to determine what review procedure was appropriate since EV chargers are not specifically listed in the Tigard Code. It was determined that the Tesla project should be reviewed as a Minor Modification to the existing parking garage. The applicant is requesting that the Electrify America application also be reviewed as a Minor Modification to an existing parking lot. B. Process. An applicant may request approval of a minor modification in compliance with 18.780.030.8 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.B. 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. 2. The modification is not a major modification. Title 18.780.040, Major Modifications, lists the following evaluation criteria to determine if a major modification will result: Page 3 July 2, 2018 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. As part of Case No. PDR 2008-0001 the City determined that the Walmart property (originally approved as a Target store) required a minimum of 510 parking spaces. As approved, the site has 561 spaces (see attached). The Electrify America site will occupy a total of 11 spaces, which leaves a total of 550 spaces still available for general parking, well above the required 510. 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 Walmart parking lot. No structures will 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 Walmart parking lot. No structures will 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 Walmart parking lot. 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 lot. No increase in traffic is expected. Page 4 July 2, 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 Walmart parking lot. No existing uses will 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 Walmart parking lot. No structures will 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 Walmart parking lot. No structures will 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 July 2, 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 lot. No off-site improvements are proposed. C. Exterior elevations... The proposed EV chargers will be installed at existing parking stalls in the existing parking lot. 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. Landscaping will be installed around the perimeter of the equipment cabinets. E. Internal building setbacks. Multifamily use... The proposed EV chargers will be installed at existing parking stalls in the existing parking lot. No new buildings 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 residential development is proposed as part of this application. G. Shared outdoor recreation areas Multifamily use... The proposed EV chargers will be installed at existing parking stalls in the existing parking lot. No residential development is proposed as part of this application. Page 6 July 2, 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 lot. No other development is 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 lot. No other development is proposed. J. Crime prevention and safety—Nonresidential development. The proposed EV chargers will be installed at existing parking stalls in the existing parking lot. No other development is proposed. K. Public transit. The proposed EV chargers will be installed at existing parking stalls in the existing parking lot. No other development that requires transit is proposed. L. Landscaping. The proposed EV chargers will be installed at existing parking stalls in the existing parking garage. Landscaping will be installed around the perimeter of the equipment cabinets. M. Drainage... The proposed EV chargers will be installed at existing parking stalls in the existing parking lot. No new stormwater facilities are needed. Page 7 July 2, 2018 PbftaccDO0l f• 633 Response: The proposed bicycle parking spaces are in accordance with Design Requirements 1-6 above. D. Paving. Outdoor bicycle parking facilities shall be surfaced with a hard surfaced material, i.e., pavers, asphalt, concrete, other pervious paving surfaces, or similar material. This surface must be designed and maintained to remain well-drained. Response: The proposed bicycle parking spaces will be located on hard surfaced material, either concrete or asphalt. E. Minimum bicycle parking requirements. The total number of required bicycle parking spaces for each use is specified in Table 18.768.2 in Section 18.765.070.H. In no case shall there be less than two bicycle parking spaces. Single-family residences and duplexes are'excluded from the bicycle parking requirements. The Director may reduce the number of required bicycle parking spaces by means of an adjustment to be reviewed through a Type II procedure, as governed by Section 18.390.040, using approval criteria contained in Section 18.370.020.C.5.e. Response: in accordance with Table 18.765.2 the proposed development provides 4 bicycle parking spaces for Retail 1, 4 bicycle spaces for Retail 2, and 42 spaces for Target. 18.765.070 Minimum and Maximum Off-Street Parking Requirements • H. Specific requirements. (See Table 18.765.2) (Ord. 02-13) Response: The proposed use of all buildings within the proposed development is most consistent with "General Retail — Sales Oriented". According to the City of Tigard Parking Zone Map, the subject site is located within Parking Zone B. Per Table 18.765.2, the parking requirements for the proposed use in Zone B are a minimum of 3.7/1,000-sf and a maximum of 6.2/1,00-sf. Based on these ratios, the minimum and maximum requirements, as well as the actual parking provided, are summarized in the table below: Building Area (SF) Minimum Maximum Actual Parking Required Parking Allowed Parking Provided Target 137,900 510 855 561 Retail 1 12,000 45 75 68 Retail-2 12,000 45 75 62 Total 161,900 600 1,005 691 The bicycle parking requirement for General Retail, Sale-Oriented use is 0.3/1000 SF retail according to Table 18.765.2 in Section 18.765 of the City of Tigard development code. The table below shows the required bicycle parking spaces for each retail building: Tigard Retail Center-Code Response Page 77 of 123 August 28, 2008 Alird !. electrify wetectr 'ill'y RECEIVES' / america ' J U L 12 2018 ELECTRIFY AMERICA,LLC. 2003 EDMUND HALLEY DRIVE SUITE 200 • CITY OF TIGARD RESTON,VIRGINIA 20191 PLANNING/ENGINEERING ORI 00061 TIGARD CITY OF TIGARD INSTALLATION OF ELECTRIC VEHICLE CHARGING EQUIPMENT approved b PI nning �j m Date: /9, �� BLACK & VEATCH WALMART 5935 riitials: 1S 6800 W 115th ST,SUITE 2292 7600 SW DARTMOUTH STREET OVERLAND PARK,KS 66211 (913)458-2000 TIGARD, OR 97223 SITE INFORMATION AREA MAP LOCATION MAP PROJECT DESCRIPTION PROJECT NO: 197479 DRAWN BY: MBS EV SITE ADDRESS: POWER COMPANY: w I u1 Vic • INSTALL(1)UTILITY TRANSFORMER CHECKED BY: NMB y INSTALL(1)SWITCHBOARD ASSEMBLY 7600 SW DARTMOUTH STREET PORTLAND GENERAL _- Of,f, w INSTALL(10)175KW ABB POWER UNITS '-- TIGARD,OR 97223 ELECTRIC _''- V I` I'� `h`st-; O • INSTALL 2 350KW ABB DISPENSERS JAMES CHRISMAN -- - _ f#11 • INSTALL(6)175KW ABB DISPENSERS PROPERTY OWNER: (503)736-5749 "J = n s • INSTALL(10)REACTORS T&T COUNTRY STORE n i-9 C ^� 40 WASHINGTON STREET W. _ /� COUNTY: S� HUNTINGTON,OR 97907 /-, WASHINGTON IM - ,,SW 'artmp<Jrh S EQUIPMENT SUPPLIER: x ELECTRIFY AMERICA,LLC. CONTACT ENGINEER: �� =U� � � � w �: !' Great Clips $Wolin._ C 07/09118 ISSUED FOR 90%REVIEW 2003 EDMUND HALLEY DRIVE RUSSELL POLLOM } -` II B 06/26/18 REISSUED FOR 30%REVIEW SUITE 200 (913)458-6274 a r L� W A 04/12/18 ISSUED FOR 30%REVIEW 4 Lu DRAWING INDEX RESTON,VIRGINIA 20191 POLLOMRE@BV.COM - CL: L1,- ,0 3 0 110 • :,F REV `REV DATE DESCRIPTION , �T �' i a SHEET NO: SHEET TITLE NO: LONGITUDE(NAD83): LATITUDE(NAD83): ✓� / 122°45'13.3"W 45°25'57.6"N ''' _ �� ' ffi T-1 TITLE SHEET&PROJECT DATAMEM -122.753686° 45.432667° \,, ",,` ,, I I u . , GN-1 GENERAL NOTES 1 EMI APPLICABLE CODES s\ to Still DUVALL sT 1 w •. .., . *. GN-2 GENERAL NOTES 2 — O� ti Q ALL WORK SHALL COMPLY WITH THE FOLLOWING '1- -« " -„ x�, GN-3 GENERAL NOTES 3 Q �j ,, • ► C-1 OVERALL SITE PLAN Q _`� - 'I' — °'R C-2 DEMOLITION SITE PLAN !' q.� APPLICABLE CODES: I a ``/ 2012 INTERNATIONAL BUILDING CODE p N I — C-3 ENLARGED SITE PLAN R, S` 2011 OREGON PLUMBING SPECIALTY CODE i SL^1 D = � C-4 ENLARGED PROPOSED EQUIPMENT LAYOUT 0 LO 2012 INTERNATIONAL MECHANICAL CODE 9 x I ` --. r C-5 SITE ELEVATION 0 "` O� 2 17 NATIONAL • r 'C G 0 ON L ELECTRICAL CODE ri E-1 UTILITY PLANf o02010 OREGON ENERGY EFFICIENCY SPECIALTY CODE n a E-2 ELECTRICAL PLAN ` NFPA STANDARDS IN STATE STATUTES AND REGULATIONS I Walmart Super rcen er E-3 SINGLE LINE DIAGRAM Q `O 2012 INTERNATIONAL FIRE CODE I I,r, • ti SWEL 1r '4-.- i"" E-4 ELECTRICAL DETAILS Q IN THE EVENT OF CONFLICT,THE MOST RESTRICTIVE •'—- -,, „ - -. ,.a E-5 ELECTRICAL DETAILS MIll CODE SHALL PREVAIL --- 1. IT ISA VIOLATION OF LAW FOR ANY PERSON,UNLESS p „ , a� G-1 GROUNDING DETAILS THEY ARE ACTING UNDER THE DIRECTION OF A ,.�i-4, D LICENSED PROFESSIONAL ENGINEER,TO ALTER TRIS Dc �, rn %J D-1 EQUIPMENT DETAILS C pOCUMENT. D-2 EQUIPMENT DETAILS C ZONING INFORMATION .�.� LS-1 LANDSCAPING PLAN,DETAILS&PLANT SCHEDULE C PERMITTING JURISDICTION: CITY OF TIGARD -r_ ORI00061 TIGARD 541�;'6E'JELAND RD _ WALMART 5935 ZONING DISTRICT: CG �� I �D way I 'E 7600 SW DARTMOUTH STREET _ FOR REFERENCE ONLY DRAWINGS IIIMTIGARD,OR 97223 FLOOD HAZARD AREA NOTE PROPERTY SURVEY WALMART STAGING PLAN THIS SITE IS LOCATED IN FLOOD ZONE"X". _ � V 10 SHEET TITLE AREA DETERMINED TO BE OUTSIDE OF THE -- fAI . 0.2%ANNUAL CHANCE FLOOD PLAIN. NN S Healthcare Co1�..t-IOi W►__�__ i., .._ A .�''°-' i .,,, TITLE SHEET& CONTRACTOR NOTE CALL BEFORE YOU DIG DO NOT SCALE DRAWINGS ENGINEER OF RECORD PROJECT DATA CONTRACTOR SHALL COMPLETE INSTALL PER THE SIGNED AND THE SEALED SET OF DRAWINGS.ANY NECESSARY A UNDERGROUND SERVICE ALERT SHEET NUMBER CONTRACTOR SHALL VERIFY ALL PLANS,EXISTING DIMENSIONS& NOEL HERRERA DEVIATIONS FROM THE DRAWINGS MUST BE SUBMITTED � UTILITY NOTIFICATION CENTER OF OREGON CONDITIONS ON THE JOB SITE&SHALL IMMEDIATELY NOTIFY THE PE#90834PE T-1 THROUGH AN RFI REQUEST PROCESS WITH ENGINEERING FOR . 811 OR 1-800-332-2344 ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING BLACK&VEATCH CORPORATION AN APPROVAL PRIOR TO CONTRACTOR PROCEEDING WITH A WITH THE WORK. DEVIATION OF THE SIGNED AND SEALED SET OF DRAWINGS. 3 WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTION ilf : : : T Ur s ;: ` electrify ° . / america -\\ 4 �• \\ \VT\\\.'.'.�. •\ 2003 ECTRIFY EDMUND HARLEYDRVE ICA,LLC ■ / EXISTING SUITE 200 _ ` RESTON,VIRGINIA 20191 ° s� �= •' • �r TRANSFORMER EXISTING STORM 1 �\ • \ _, • UE • INLET(TYP) lr .\\\ u;,. _pc .. f--- •NI UE „ __ \ . iir EXISTING STORM 4___________ ° ° ® ST — _ MANHOLE(TYP) I : _ //////////////////////l//////////////////////////2/////////?//////////////////////////////////////__ ____ e - 1 • • i ) • - - - ® / ' ® m I° - is EXISTING ° °e • ®,,r.-"se%• , • ° , / • SANITARY 4 MANHOLE(TYP) - ,7 • _ • EXISTING ° @ - — EXISTING - I 1 ; ,• BUILDING ' 1=4" / i''''''', D _PROPERTY 1 / / ° LINE(TYP) ,� / °•• J i , °• B LACK & VEATC H „- EXISTING / / � 6800 W 115th ST,SUITE 2292 TRAFFIC 1 "•'•- STRIPE(TYP) EXISTING UNDERGROUND I ', %/////////////////////////////////////////////////////////////////////////////////////////////////l///////� OVERLAND PARK,KS 66211 D GAS LINE(TYP) v .. ,�auE / I (913)458-2000 t 01Cn °" •UE UE ° --> a . • " - - ..7 Eizi- . , • '..""1 O.% .': ° 4 ..., .4., .., .J ,Ii. . .., .-4 ...-.*UE -----..-- UE . 4 1.J E. •-14.--- U.,E-°, . . e e -, , I---ST 0EXISTING UNDERGROUND I �� W •� 1 SANITARY SEWER(TYP) N + f • j • I 7 ♦ ® ° 3� PROJECT NO: 197479 -/ EXISTING UNDERGROUND / \ \�� DRAWN BY: MBS • ! TELEPHONE LINE(TYP) • • SS SS SS SS ®S ss CHECKED BY: NMB !1 I c� . ' �� EXISTING • , UNDERGROUND �'� ELECTRIC LINE(TYP) I __/ • - -. (.0.*:.:.:. :. :-::.--.0. . : _0_-_-_........'6' (:.•- ,, y----.A WL • d..J. 1 _ _ , • , B A - _ - •) -.-.-............. ..j. 1 7---. • N EXISTING UNDERGROUND 1 �I I u T "7 / EXISTING FIRE et rl_- C 07!09/18 ISSUED FOR 90%REVIEW ° STORM LINE (TYP) EXISTING 26'-2"— UE ) _ .:. HYDRANT1 L\ DRIVE AISLE ( tE OO >,/ B 06126!18 REISSUED FOR 30%REVIEW L�, i ` _ _ _ - / _ - - A 04!12118 ISSUED FOR 30%REVIEW EXISTING \\ `\ I •I r REV DATE DESCRIPTION PARKING LINE (TYP) — — — — — — f — —L.__ 1./ �_ • 1 r 1 it - - N` _� I �,\ ,II: I 5N'G _- •co \: • LU r EXISTING ASPHALT I I Qi G • Z 3 PARKING LOT H- \ w,, a• \ a Q�► -I- W N w Wcc-, ti\ I Mi - : I —F \ \ ST ST ST ST ST S ST ST \\ ) Z ~ \ Q- \ M, --'_ IF IT ISA VIOLATION OF LAW FOR ANY PERSON.UNLESS WL WL WL WL WL WL WL WL IST SEE ENLARGED SITE THEY ARE ACTING UNDER THE DIRECTION OF A N w 0- C' N 1 PLAN SHEET C-3 LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS F- \ �� �- ■ - -. A �n \ -: I SS SS j ISS SS \\\ .. -i___ I �� \ II ORI00061 TIGARD i :.: ' i WALMART 5935 -: -----"-:;-- --- J I 7600 SW DARTMOUTH STREET : . : : : (P:-::::::•:•`. : : : - h. I TIGARD,OR 97223 � LF SHEET TITLE ,N, OVERALL SITE PLAN _j, - - 0 SHEET NUMBER C-1 20' 10' 0 20' 40' OVERALL SITE PLAN 1"=20' NOTES DEMO QUANTITIES TABLE 1. THE CONTRACTOR SHALL RETURN SIDEWALKS,LANDSCAPING,PLANTERS,IRRIGATION SYSTEMS,AND ANY OTHER FACILITIES DISTURBED BY THE WORK TO THE SAME OR BETTER CONDITION THAN EXISTED PRIOR TO THE COMMENCEMENT OF THE WORK. ry//A ASPHALT 65 SQ YARDS 2. ALL QUANTITIES LISTED IN DEMOLITION PLAN SHEET ARE ONLY APPROXIMATIONS.THE CONTRACTOR SHALL VERIFY ALL QUANTITIES BEFORE BIDDING. l/7//A CURB 23 FT '=.1/electrify eIerif v//A PARKING LINES GRINDING ® LANDSCAPING 440 SQ FT / amerlca ELECTRIFY AMERICA,LLC. 2003 EDMUND HALLEY DRIVE SUITE 200 RESTON,VIRGINIA 20191 I 4 4 4 - EXISTING STORM r -) '`% -- 3 7------_, 4 \ �� �' MANHOLE(TYP) )— pa;y,�0' Q Q �� ,- EXISTING STORM 7 '.0 :•\' \�� D INLET(TYP) EXISTING PROPERTY EXISTING CONCRETE 11, p � 4 -3 4 4 •-• 4 j000°: 7 _ LINE(TYP) !S \\ CURB WITH GUTTER(TYP) \, 4 > 4 4 4 4 4 4{ .4fl ° 1; _ BLACK & VEATCH MEW i P• °e' \ • I 6800 W 115th ST,SUITE 2292 6- 6n p Q Q D ` I OVERLAND PARK,KS 66211 4 fr, 4 ‘: 7 , a .7 V W EXISTING (913)458-2000 '04 . . I Qq Q Q TREE(TYP) p �<" °a 4 4 :,po mb.p 3 4 \� 4 4 - 3 4 4 4 4 �I EXISTING 4 j 4 3 y , ` •Q��n 3 > �`Q�. BUSH(TYP) r�p J� : )4; : • EXISTING o,p•`.7" i -..4n, TRASH I EXISTING BUSH TO BE > -3 %0•°0,'. ' ''0°�6\�-4 41 ' j '•0°aa /� PROJECT NO: 197479 ENCLOSURE REMOVED(TYP) 4 4 4 4 41 4 4 4• > 4/< * * * * * j * 4 ,••�••• CHECKEDBY: NMB ••ua4C PirirAllitiljfil, Atir_01111- r. - _OW- Allrilliffir :Orairearillirgrge-ArleYalrireAWIre-Reilli-ArdirrerlAWAP":0-711- -.4,-41-17- -1121k *4 . 4 . :4 '--- *e' l'----;* E''' __ . Ztiyz. i+lrXL �Jjr� �7y ss� i7/ el� ' �i 7/74._,. �� � I , 4 3 C 07/09118 ISSUED FOR 90%REVIEW 3 r4 )* N bita B 06/2W18 REISSUED FOR 30%REVIEW \\ � A 04/12/18 ISSUED FOR 30%.REVIEW 4 1i:0 % / )4 `REV DATE DESCRIPTION I / / / 0- / SO 4 4 4 $$####A.. ::::.' / /00/1 °"."/::A://44).:1/741.1*/;//A/A / SEE DEMO QUANTITIES TABLE REMOVE EXISTING \)E IS 0.C.) PARKING LINE BY �E \\ �O � '< 1 I o` GRINDING(TYP) - EXISTING UNDERGROUND IELECTRIC LINE (TYP) / IT ISA VIOLATION OF LAW FOR ANY PERSON,UNLESS ♦ / r THEY ARE ACTING UNDER THE DIRECTION OF A v -EXISTING UNDERGROUND LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS I \)E WATER LINE(TYP) DOCUMENT. EXISTING ASPHALT PARKING LOT r /0C- / -jI EXISTING UNDERGROUND I \ ` ( O STORM LINE (TYP) OR100061 TIGARD ��� I WALMART 5935 7600 SW DARTMOUTH STREET I EXISTING 1 PARKING(TYP) TIGARD,OR 97223 8'-11" `-- EXISTING 15'-0" / r (TYP) 1 4 SANITARY SEWER I EASEMENT SHEET TITLE 3 r'-- 1�� , I �� v --4-- a, DEMOLITION SITE PLAN ,,A , 4 4 1111111, ,' I 1 ,4 I I P� 1 - , , ,I SHEET NUMBER C-2 6' 4' 2' 0 5' 10' DEMOLITION SITE PLAN I - — — 3116".1.-0" NOTES PROJECT AREA STALL COUNT PROPOSED DISPENSER • 1. SOD PLANTED IN THE FALL MUST ESTABLISH ITS ROOTS BEFORE THE FIRST WINTER FROST.DETERMINE WHEN THE FIRST FROST USUALLY CHARGE POST OCCURS,AND PLANT THE SOD NO LATER THAN ONE MONTH BEFORE THE FIRST FROST.IF THE CONSTRUCTION IS FINISHED LATER THAN EXISTING STALL COUNT 15 NUMBER 175 KW 350 KW CABLE TYPE ONE MONTH BEFORE THE FIRST FROST,USE STRAW UNTIL SOD CAN BE INSTALLED. PROPOSED STALL COUNT 8 1 1 CHAdeMO(CCS zvelectr,�� 2. THE CONTRACTOR SHALL RETURN SIDEWALKS,LANDSCAPING,PLANTERS,IRRIGATION SYSTEMS,AND ANY OTHER FACILITIES DISTURBED WALMART APPROVED STALL COUNT 13 2 1 CCS BY THE WORK TO THE SAME OR BETTER CONDITION THAN EXISTED PRIOR TO THE COMMENCEMENT OF THE WORK. 3 1 CCS america 3. CONTRACTOR TO MAINTAIN POSITIVE DRAINAGE. 4 1 CCS 5 1 CCS 6 1 CCS ELECTRIFY AMERICA,LLC. 1 CCS 2003 EDMUND HALLEY DRIVE 7 SUITE 200 8 1 CCS RESTON,VIRGINIA 20191 4 4 4 Q \ - EXISTING STORM 3 \\ p �� c.',‘ MANHO E(TYP) % 6 r `� 4 EXISTING STORM INLET(TYP) 000. ` EXISTING PROPERTY o°°°°° EXISTING CONCRETE - 41 °°°°° F?/ �� LINE(TYP) "°°° lj I CURB WITH GUTTER(TYP) \ 1 4 4 4 4 `\ 4 ° ° ,� a 1J BLACK & V EATC H \/ I , ;� \ p �. \ t > �;goao 4 4 cJ b D Y 6 epi o 6800 W 115th ST,SUITE 2292 I -z_ - .) 7 p Q Q 7 I OVERLAND PARK,KS 66211 3 y • �/ Q (913)458-2000 Q D g7 EXISTING � I ; - PROPOSED UTILITY _) .) _) ;4ff 3 9 - p / Q I TREE(TYP) D �c TRANSFORMER 4./' I 4'-6"3 SEE ENLARGED q� °� 7 �I EXISTING 4I 4 Q 4 3 4 4 PROPOSED EQUIPMENT \ 'a e 'a 9 I BUSH(TYP) 4 Q,T J` EXISTING' 1 �� LAYOUT SHEET C-4 �If ►e•p``�'QU' a-d'o4 I ° o• TRASH - M I> 3 4 4 4 4 4 4 4 6,'°,i' 4 4 4 :' >o�,s �, PROPOSED �0 / PROJECT NO: 197479 ENCLOSURE 1 r I PROPOSED CONCRETE I 3 3 3 3 3 5\ 3 3 3 3 3 5 9 3 3 3 9.o• °' c 3 4 9 DRAWN BY: MES sED El `� / Ii CURB AND GUTTER ► DISPENSER(TYP) ���� J 1 4 Ni ® 7 Q CHECKED BY: NMB PROPOSED � �i�\ Y,�R" LVYr��I'b;r�~i t+.,'iLCl,"tlr�Y.v �?Y,.�''YaS`'�1:�e4i''a;i`>T.'vt�i`` r'�V L"t..S�vLs��V,'c�.�: ��r�4 sif'u�c��.� ,v �¢�� ;1.. _) ��,'' �)f��• �t`�^�'F�~•�sYh�v Lc�� i. _`�;a.�y I�f��Y '�STOPpRopOTYP OF 8E 7.:• !�' �: �TREE(TYP) / * I a � .y d y.7 >;+ �•.r J w w�3�+t �.r �+��a✓3 .r+� v;+r�; J:+�.r; �-±r�,.�;,.r 4 ; y, ;+ � �y 3, �'w y; �,;+i +� 1;- ;+`r >, „>,( EL0 00a/ - -0-7 I . 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[if ' Mf/....Iy 4. ......� , 5 4--. 63 �I T }� 8 ---3- -- v j -i --- '- >>.�Y>. °°8°`°1 • 1 I I„ y- all/ ,' I I'1 �1 2 3 Uc,,,_,•5ti I IT'T1 III // 1 IIII//I IliV III1rf;IIv alis .LI 2%6' i \ 0 , ❑1 ( 2A C' ,. .1 ��� I I , „ l• •I I �•I I i I r• • I/ , r-••� C 07/09/18 ISSUED FOR 90%REVIEW i3 - Y- g� � I � *ta � °°� B 06/26/18 REISSUED FOR 30%0 REVIEW _ 5'-0" 3 3',, A 04/12/18 ISSUED FOR 30%REVIEW � , � el I ® 4A ❑5 6� F d ° u a "_lt - _ (TYP) 0� REV DATE DESCRIPTION L { �i 3� I/ /I I,/ /;I I/ /11 II/ >— \ I Jt 4 4I L.3, \ „.- ii t i H �E : II 7 8 1 � �< 1 ._l Ill , ani �O `� _; \********0 � 1 v v re R=1'-0"(TYP) _ , } vE GG< L=1'-6"(TYP) y iv� Jiu, \/ 0 �J _ 15%0„ 10%0" � v� \` L 23'-9" • (TYP OF 9) ' 4 • • _` O • //�� \ �\ PROPOSED PARKING O <, 1 ,34. , I \ STRIPE(TYP OF 9) �► O - I EXISTING UNDERGROUND '= JC-JE ELECTRIC LINE (TYP) -,• W / J IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS N u) Jc THEY ARE ACTING UNDER THE DIRECTION OF A OQ n EXISTING UNDERGROUND LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS I- EXISTING ASPHALT Z w - . I \ WATER LINE(TYP) ` DOCUMENT. J � a>--- PARKING \PARKING LOT X.0 EXISTING UNDERGROUND IIN' j w O I STORM LINE (TYP) ORI00061 TIGARD I / J/ V WALMART 5935 1 I EXISTING 7600 SW DARTMOUTH STREET PARKING(TYP) ,- i TIGARD,OR 97223 \ J` EXISTING 8'-11" In L EXISTING 15'-0" \, ,\ (TYP) 0EASEMENT SANITARY SEWER i 4 Y SHEET TITLE 1 Ca OC- 1_ ENLARGED SITE PLAN w '-':\9'JI I 4 4I 4 11111. SHEET NUMBER C-3 6' 4' 2' 0 5' 10' ENLARGED SITE PLAN J - - - 3/16"=1,-0" /11 electrify / america 20%11" ELECTRIFY AMERICA,LLC. 2003 EDMUND HALLEY DRIVE 9 SUITE 200 RESTON,VIRGINIA 20191 it N X � N N N / ', N' NN/� INCOMING iN N N 1 / N I ./ N. IR( PROPOSED KEYSAFE I PROPOSED AIM 0 PRO S7(PROVIDED SWITCHBOARD BLACK & VEATCH BY CONTRACTOR) 1 ASSEMBLY I I 1-7 i r7 r7 f - n I 1 6800 W 115th ST,SUITE 2292 OVERLAND PARK,KS 66211 �� I III I II II III I V-/ II '/ II! I i'/ II (913)458-2000 PROPOSED GFCI /' I III I ,'I - a II ' I / II / I III I / m } II /( ,.I / I I I RECEPTACLE IN / I 11 / 'v I' / III I / I, I WEATHERPROOF / I 1 / / iiI I 1 / = I, I I ENCLOSURE 1 11_ _ / �' ! 1/ 4 1'-4" / / f (TY ) II r nnnne 1 �1 ��;I I/ ;� r P �I (TYP)II I I I - I -— --- -I-- ___= — I — - _ — PROJECT NO: 197479 DRAWN BY: MBS L12 I I2A EllCHECKED BY: NMB c PROPOSED I 1 N REACTOR(TYP) °UUUU 1-4 1-4 1-4 - 7 No I I ' I 4A a I 6 I C 07/09/18 ISSUED FOR 90%REVIEW B 06/26/18 REISSUED FOR 30%REVIEW PROPOSED Q A 04/12/18 ISSUED FOR 30%REVIEW — CONCRETE PAD Vir ___ II __ _ I REV DATE DESCRIPTION o■■i■ II � �1 t )I Al II I , I �' �' ! 1 m _i I /i , /II II , ill 6" 11 /II , /II PROPOSED Mk Ark 11 / / I / II / = LL / II II / / II (TYP) II / / I / 11 / Q / II II / / 11 , 175KW POWER %pup II / ,' / ,/ / ' // 11 11 / // I1 UNIT(TYP OF 10)%p IIII// i / i II // i V II/ �O `O If '/ r '/ II ' i� .' II 1I !' Q` _____ -- ,(/� I I Q I I a O I I I8I I I ,( GO ! I +°401+ 1 L1 L1 11 0 N. J , IT ISA VIOLATION OF LAW FOR ANY PERSON.UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. FUTURE POWER UNIT(TYP OF 2) OR100061 TIGARD WALMART 5935 7600 SW DARTMOUTH STREET TIGARD,OR 97223 SHEET TITLE ENLARGED PROPOSED ©) EQUIPMENT LAYOUT %IPV SHEET NUMBER C-4 12" 6" 0 1' 2' 3' 4' 5' ENLARGED PROPOSED EQUIPMENT LAYOUT 1/2".1,0" Of electrify / america ELECTRIFY AMERICA,LLC. 2003 EDMUND HALLEY DRIVE SUITE 200 RESTON,VIRGINIA 20191 m BLACK & V EATC H 6800 W 115th ST,SUITE 2292 +0 PROPOSED OVERLAND PARK,KS 66211 (913)458-2000 �� SWITCHBOARD M ASSEMBLY ©Q PROPOSED QQ PROPOSED wigruir 175KW POWER Icaruir DISPENSER(TYP) UNIT(TYP OF 10) PROJECT NO: 197479 DRAWN BY: MBS EXISTING EXISTING �f- tia TRASH � , / TREE(TYP) 4.-; 174-1A. y ` CHECKED BY: NMB �r 1ENCLOSURE 1 .,. , ..1. t„ r - EXISTING ,T„�, *t+�. BUSH(TYP) .- ' - %.,,,,y, s 1 :., 1 �: XTa?+ EXISTING '_ � Yr. ° � ASPHALT #tom .' � � • ':e'. 2. �1S-P +•y '7 • " f1 ; 41' •t I ' I I2I _. "':f4. I3 ' "©-, > IsI 17 5' l8 , ' # y ��yp_* ��y{ p. eR ,� tf. C 07109118 ISSUED FOR 90%REVIEW r� _ _ krikst 1 IYa;� t�} 1 Y ,k' •Y 4�1 �? B 06/26118 REISSUED FOR 30%REVIEW = ... _ '1 �,-a��s ate Zn's � ° .k• k _. �s,,K ,,,-..,,L.1:::,,} :} r. }•I. lit 111 _ � ,, '�=~ I ��I iTtr41) _ I��I "-K-- I��I I��I '"' '+t+ I��IA 04!12!18 ISSUED FOR 30%REVIEW - - ? ,ii,.;,, , , ..-, a ,>i`'' ` � jl > `REV DATE DESCRIPTIONf ' {11.111 : ,r,� 61:1;1 I;l. 1,1:1;1 1;1;1;1 61.01 : kr,t 61:61uO O .w1'.> a `•i,. ,• ... � .� of e " {beq. r,..1 �,,.TtIIF ¢ ., dt;e�. Nq. d!`:m4.g y , .,.r :_._ !w ,rt� f ,. :R ..1. '^R e.'. !.b m`{u•:',� 4E11U -:.,'4t .d.. ar4 'k• 4�. w �.4 . eKa��. € six x �. r �� h •n r> a;e s. .�. ... a ... i . ., ._ s ,. .. r.. ..... ..> . ...# a . r. as sr G,. h w'!ir+.' .•�'�.:i t - �y. � ..�i,,c,� .,G�� im .. ... �,^ : :v�, ,,r.c.,�,�r•�r ,w ���ayt.r:r.c.L •U�.�. •�.�: •�,s... �s „�scvs. '{f. � ,, •�..,t� � PROPOSED a PROPOSED Q ���1 TREE(TYP) ® CONCRETE PAD PROPOSED WHEEL® PROPOSED CURB o WITH GUTTER 1141, o,� Go • IT ISA VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. I ORI00061 TIGARD WALMART 5935 7600 SW DARTMOUTH STREET TIGARD,OR 97223 SHEET TITLE SITE ELEVATION SHEET NUMBER C-5 4' 2' 0 4' 8' SITE ELEVATION 114"=1'-0" I NOTES 1. THE UTILITY DESIGN DETAILS SUMMARIZED ON THIS SHEET ARE FOR PROPERTY OWNER REVIEW.THE CONTRACTOR SHALL REFERENCE THE PENDING UTILITY DESIGN it UTILITY DESIGN PACKAGE(UDP),PROVIDED WITH THE"ISSUED FOR CONSTRUCTION"DRAWINGS FOR BIDDING.THE CONTRACTOR SHALL INSTALL ,:ieiectrify THE UTILITY RELATED SCOPE OF WORK PER UTILITY CONSTRUCTION SPECIFICATION REQUIREMENTS. r america 2. UTILITY EQUIPMENT INSTALLATIONS AND PREP WORK AND TERMINATION OF SERVICE CONDUCTORS SHALL BE COORDINATED WITH THE APPROPRIATE : \ UTILITY ENGINEER AT TIME OF PRE-CONSTRUCTION MEETING TO ENSURE ur \ N::.S.,\-::..•• ACCURACY OF INSTALLATIONS. `� UT J' s ELECTRIFY AMERICA,LLC. 7.C' _ 2003 EDMUND HALLEY DRIVE �" SUITE 200 3. TRANSFORMER BOLLARD PROTECTION TO BE INSTALLED PER UTILITY \;•;•;•;-' ,• ` RESTON,VIRGINIA 20191 SPECIFICATION. ADDITIONAL BOLLARD PROTECTION MAY BE REQUIRED AT : \;•; THE DISCRETION OF THE UTILITY FIELD INSPECTION PERSONNEL. : i �* UT " \ EXISTING • S "":•'\.. lir TRANSFORMER Q� �— U� • n 1� • • '` a V S iLIC�l E�"— UE ----GE UT-- U616P— • • • ° I ' — - .(,iiii�iiiiiii/iiiiiiiiiii/iiiii�iiiii/iiiiiiiiii•iiii�iiii/ilii!iiiiiiiiiiiiiiiiiiiiiii///7 iiiiiiiiiiii/iii F?/ . I ° 6 EXISTING 1! S '8' :: ' . ., • PROPERTY LINE e• EXISTING BLACK & V EATC H 4 // • d . BUILDING 6800 W 115th ST,SUITE 2292 (TYP) I t1 ^ •• . • (TYP) Jam. OVERLAND PARK,KS 66211 i!7 N a (913)458-2000 EXISTING 7 ( j • °a d ° UNDERGROUND GAS2 :- j . LINE(TYP) I -.• / T ° \J. r )27 ° • •° a• ° ut -VE g— • PROJECT NO: 197479 •AC /�'�C •°• °• • `T// • °• ° .°a -- UE UE • 'L14 E.,•'-4:� aE ��J a e t DRAWN BY: MBS PROPOSED •° f p �*�; EXISTING UNDERGROUND I r ® N •0- / CHECKED BY: NMB SWITCHBOARD NT'Y • ASSEMBLY SANITARY SEWER(TYP) 1 ®: p ❑ ® .. :; I r / • I 1:7Q1 EXISTING \ -- -.-jss / T \ 0-` ;� UNDERGROUND SS SS • p S5 SS ' ° �� TELEPHONE LINE(TYP) PROPOSED PRIMARY CONDUIT (4)PROPOSED 3"UNDERGROUND \,,, C 07/09/18 ISSUED FOR 90%REVIEW • - FROM EXISTING TRANSFORMER TO SERVICE CONDUITS FROM p B 06/26/18 REISSUED FOR 30%REVIEW " UTILITY TRANSFORMER 1 TRANSFORMER TO SERVICE '�� WL A 04!12118 ISSUED FOR 30%REVIEW PROPOSED I EQUIPMENT SWITCHBOARD (9: .-.- .-.-�' \_ / - I � '� - REV DATE DESCRIPTION 1 TRANSFORMER I ",J i iii:li4:3 j- / CLEARANCE I �. _ v r/ EXISTING FIRE _—�rig / IIS. L - UE 171:: Lo _ fa HYDRANT LI— _� PROPOSEDXXXKVA UE • ° UTIITYTRANSFORMER - - I®. ��-��. 4801277V,3�,4W ON - K/, --_;'® �� o X•X XX'-X CONCRETE PAD --- - - - - - - G- (''. -- Z _ _ � i i I 3Q �� I" I ^� , J�J"' =:-_-_,.-_-_, ,\ MOW / '.:71 \ ,'Ili i_ I . . . 1 4)+4 3:3-‘'(:)S ___ e g liall'/ \\ 10'-0" z Do = c�1 ii e W N:. O _ 1111. — i / ,v I -- --__ iA ail -0_ _ I IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS Z ' - \ N• ° THEY ARE ACTING UNDER THE DIRECTION OF A 3 EXISTING ASPHALT \ I LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS F W \` /I DOCUMENT. I -N'N PARKING LOT w tse / ' ' W'Q \ — ST ST ST ST ST S ST ST ` I ° — ~ s, I ORI00061 TIGARD (4)PROPOSED 3"UNDERGROUND I l¢ I WL WLA WL WL WL WL WL I , L,, G 1 :° N WALMART 5935 SERVICE CONDUITS FROM PLAN A-A ' 1 IX',j; 7600 SW DARTMOUTH STREET �— - TIGARD,OR 97223 TRANSFORMER TO SERVICE SCALE:NO SCALE mt �„ EQUIPMENT SWITCHBOARD SS SS , v'SS t 55 ,oir ...,:_.•., ,.:.••-_- . . ._._._._. ,...........-- - - - - 1A) SHEET TITLE i•_m:-1-:•:•:•:•:-:•!-: ‘,: . :.: •.-j.•....0.:.:,,. 6 - 1 UTILITY PLAN M. SHEET NUMBER E-1 20' 10' 0 20' 40' UTILITY PLAN 1 1,20' NOTE PENDING NOTE 1. CONCRETE PAD REQUIRED COMPACTION TESTING.REFER TO GENERAL SITE WORK NOTES 1.2,A& 1. FIXING SCREWS REQUIRED ARE M16 WHICH NEED A TIGHTENING TORQUE ABOUT 148FTLB B,ON SHEET GN-2 FOR CLARITY. . y„ i 'IA �' ii .,..‘r 5.9" 5.9" 1.6" dean 2'-0" 0 0.5..61C / america CAR SIDE 3%4" _ PLAN 0 o SEE PLAN ELECTRIFY AMERICA,LLC. L 0, 2003 EDMUND HALLEY DRIVE X \ �� ' RESTON,VIRGINIA 20191 #4 BARS @ 12" PROPOSED , 1 I o o O.C.EACH WAY CONCRETE J IIID % 6 r D. „ O All O •' ' N ASPHAT 6. . 6 . . . ° • ;�'', ,WW.WO.W.....W...W.Wow.WWWWW....WW.WIWI.WIW..4..WI..:...W.WoWo. N I Z f'/\/\/\/\/\/\/\/\/\/ /\/\/\/\/\/\/\/ /\/VV /\\ \/\/\/ \ /\/\/\ \/\/\/\/ / U. --.T , . \ j . jj / a\ \ � \ cCAR SIDE o o ilf ___,) ' o \/\�j�/\/j//\/\/\/\ \//j/� \/\\ \ 1 Q UNDISTURBED SOIL A ' El I l IIII O O O BLACK & VEATCH OR PREPARED N 6800 W 115th ST,SUITE 2292 SUBGRADE(95% ��ll -7-- O O T OVERLAND PARK,KS 66211 STANDARD PROCTOR) PROPOSED COMPACTED GRADE (913)458-2000 CLEAN GRAVEL PROPOSED FOUNDATION _ - O�d OR EXISTING Aft ��i CURB 4.6" 6 — ',.;-7/ /s' ( / r PROJECT NO: 197479 �- -- 1 7.4" _ DRAWN BY: MBS PENDINGFRONT SIDE `CHECKED BY: NMB CONCRETE PAD DETAIL NO SCALE A CHARGING STATION FOOTING DETAIL NO SCALE B 175KW DISPENSER BOTTOM VIEW DETAIL NO SCALE C NOTE PENDING NOTE 1. GUTTER SLOPE TO MATCH ADJACENT PAVEMENT,TRAVERSE AND LONGITUDINAL. I 4- 4- 1. FIXING SCREWS REQUIRED ARE 6 FIXING POINTS M12x70 WHICH NEED A TIGHTENING TORQUE C 07/09/18 ISSUED FOR 90%REVIEW I 59FTLB B 06/26/18 REISSUED FOR 30%REVIEW A 04/12/18 ISSUED FOR 30%REVIEW V a M `REV DATE DESCRIPTION J CD M N N —.. 03 j re 4- T 4- BOLT LOCATION(TYP) U U 3'-7 1/2" I (/9,c\‘1 � LL 1 3'10" JS JG a TOP VIEW N \\ m u_ 5 " 2' 3!4 -10 1/2" N2 1/ " 2'-1 114" , �G� 1" I • O��J 6" 11"MIN - P.C.CONCRETE I .� 'S C.) 17"MAX e v I ' M (IIl o Q CONTRACTOR TO r, � I 1/2"MIN RADIUS to PROVIDE PRIME COAT �`�\ `.. `O - 1"MAX RADIUS _. AND TACK COAT TO FACE .- �. �� ` N : i//�//�A OF CURB WHERE CURB y ��^ ,2" •'. ..-, ,; - 4• e' .. ����\ CONTACTS ASPHALT .\ `� ��.�/ \` •1- \., IT ISA VIOLATION OF LAW FOR ANY PERSON,UNLESS •6.10 .+ .,.. ��� .1-- -.--, . \ .\ ,\ /�i i • . THEY ARE ACTING UNDER THE DIRECTION OF A *�. : •� .• J••••••1 �T i �s . i LICENSED PROFESSIONAL ENGINEER TO ALTER THIS w �` ii -414-..- -...-...-4,-••• • ASPHALT CONCRETE �\ oGT ` DOCUMENT. J •••••••••••••••••••• 18"M 1 N•••• •• N I�) ,, •••••••••••••••••••••••• ••....24"MAX ��.�.�.v��.�.��{ PAVING SEE PAVING I ,.\ .\ '. �•�•�•�•�•�•�•� DETAILS FOR PAVEMENT r•-•-, P/\ \ �\ V%\/ \/ Vv \v OR100061 TIGARD \ i\�i\ /\ i\ ix i\ i\ i\ i\ i\ �\ �\ i\� S U BG RAD E AND ASE, z. }I _ �'.Qoy�s/ Q�,�., \v /.' � �� COMPACTION of •-' ,.'- �, WALMART 5935 REQUIREMENTS �� 7600 SW DARTMOUTH STREET N �->- TIGARD,OR 97223 N • 4 SHEET TITLE - "' EQUIPMENT DETAILS 1 2'-10112" TL_ M 4 3i4" 3'-0 1/2" 4 3/4" SHEET NUMBER FRONT VIEW SIDE VIEW _ D-1 CONCRETE CURB AND GUTTER DETAIL NO SCALE D FAST CHARGE STATION NO SCALE E 175KW POWER STATION CONDUIT ENTRY DETAIL NO SCALE F NOTES SEE NOTE 1 NOTE •1. SEE FLOOR PLAN IN r 1 i— -- PREFABRICATED CONCRETE PARKING BARRIERS,WHERE USED,SHALL BE A MINIMUM OF REFERENCED SWITCHBOARD 9 INCHES WIDE,5 INCHES HIGH,AND 6 FEET LONG.PREFABRICATED BARRIERS MUST BE ASSEMBLY DRAWINGS FOR ° ° FIRMLY AND PERMANENTLY ANCHORED A MINIMUM OF 12 INCHES BELOW THE PAVEMENT MOUNTING HOLE LOCATION AND uJ a TYPICAL BOTTOM VIEW LAYOUT WITH GALVANIZED ANCHOR PINS. IV electrify SWITCHBOARD BAY f- v OF(1)SWITCHBOARD BAY. A�' DIMENSIONS. z SEE NOTE 1 2. SEE ELEVATION IN REFERENCED w ° ' amer�ca SWITCHBOARD ASSEMBLY vWi ' DRAWINGS FOR BASE CHANNEL DIMENSION. 314"DIA.MOUNTING HOLES o 3. MINIMUM 6"CONCRETE OFFSET 3"FROM SIDES(TYP) ELECTRIFY AMERICA,LLC. EDGE DISTANCE FRONT OF SWITCHBOARD BAY 2003 EDMSUD HALEY L0DRIVE REQUIRED FOR PROPOSED BOTTOM VIEW RESTON,VIRGINIA 20191 ANCHORAGE. PROPOSED SWITCHBOARD ASSEMBLY CABINET HEAVY DUTY NUT �� 0 O o BELLEVILLE WASHER / 11/ I1111ril BASE CHANNEL i 2.25" 14.50"1 0 �`� 11 N BLACK & VEATCH OA PROPOSED 5/8"HILTI KWIK Lu •ti := BOLT TZ STAINLESS STEEL di 6800 W 115th ST,SUITE 2292 ANCHORS 3 118"EFFECTIVE g, Er OVERLAND PARK,KS 66211 w *:. .,:.. • •� • EMBEDMENT MIN.(ESR#1917) (913)458-2000 Lu • •• . 04.5" N ..: 2"COVER(TYP) ANCHORAGE PROPOSED CONCRETE SLAB SECTION PROJECT NO: 197479 SECTION 1 DRAWN BY: MBS CHECKED BY: NMB r 1 SWITCHBOARD MOUNTING DETAIL NO SCALE A TYPICAL PARKING BARRIER(WHEEL STOP)DETAIL NO SCALE B DETAIL NOT USED NO SCALE C C 07/09/18 ISSUED FOR 90%REVIEW B 06/26/18 REISSUED FOR 30%REVIEW A 04/12/18 ISSUED FOR 30%REVIEW REV DATE DESCRIPTION r 1 Q �O* J�JG� *CO O\ +:0CL IT ISA VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. ORI00061 TIGARD WALMART 5935 7600 SW DARTMOUTH STREET TIGARD,OR 97223 e SHEET TITLE EQUIPMENT DETAILS SHEET NUMBER D-2 DETAIL NOT USED NO SCALE D DETAIL NOT USED NO SCALE E TREE PLANTING NOTES ' 1. SITUATE ROOT BALL SO THAT TOP OF ROOT BALL GENERAL NOTE IS 2"ABOVE FINISHED GRADE. 1. ALL PLANTS SHALL BE WATERED THOROUGHLY TWICE DURING THE FIRST 24 HOUR 2. SCARIFY SIDES AND BOTTOM OF TREE PIT. PERIOD AFTER PLANTING.ALL PLANTS SHALL THEN BE WATERED WEEKLY,AND MORE 3. BACKFILL TREE PIT WITH EXISTING SOIL AND FREQUENTLY DURING TIMES OF EXTREME HEAT,FOR THE DURATION OF THE FIRST +rJ_������,�� WATER UNTIL NO MORE WATER IS ABSORBED. GROWING SEASON. A 4. DDO OCKET ALjG W AIR POCKETS TO FORM WHILE / america 5. INSTALL A MIN.4'-0"DIAMETER MULCH RING AT A MIN.DEPTH OF 3"FOR TREES IN LAWN AREA. 6. TREES NEED TO BE STAKED ONLY WHEN EXTREME ELECTRIFY AMERICA,LLC. WIND MAKES SUCH SUPPORT NECESSARY.IF 2003 EDMUND HALLEY DRIVE STAKING IS NECESSARY CONTACT THIS OFFICE SUITE 200 AND A DETAIL WILL BE PROVIDED. PLANT SCHEDULE RESTON,VIRGINIA 20191 ROPES AT TOP OF ROOT BALL SHALL MULCH TO A DEPTH OF 3" CODE BOTANICAL NAME COMMON NAME QTY SIZE(AT SPACING SPECIFICATIONS(AT FULL SIZE) BE CUT,REMOVE TOP 113 OF BURLAP. (KEEP MULCH 6"AWAY CONSTRUCTION) ALL NON-BIODEGRADABLE MATERIAL FROM TREE TRUNK) TREES 15 GALLON"BLUE ITALIAN GLAUCA 16 5'-7'TALL 5'-0" 6-8 FT TALL,3-4 FT WIDE SHALL BE COMPLETELY REMOVED CYPRESS SHRUBS COMPACT SUBSOIL TO BACKFILL WITH EXISTING SOIL FORM 6"PEDESTAL TO (IN SOME INSTANCES LAWN WILL GROUND COVER PREVENT SETTLING BE PLANTED OVER THIS AREA) , FINISHED OTHER GRADE "-" A. Tara-°■1, II-11- .411'.1IV/ : MIN 45°SLOPE -11 4" II I o ON SIDES OF do�l'iir r TREE PIT 11[.1 :1 117f..., 11=11=11 BLACK & VEATCH 3 TIMES 6800 W 115th ST,SUITE 2292 OVERLAND PARK,KS 66211 ROOT BALL DIAMETER (913)458-2000 TREE PLANTING DETAIL J I 7 �- 7 \ -> - PROJECT NO: 197479 \ _. I DRAWN BY: MBS I I CHECKED BY: NMB C /moi ��, `.?"`h '� n � r/ Ns. to ig S r l's • . _ I ,, C 07/09/18 ISSUED FOR 90%REVIEW PROPOSED r - `�BUSH(TYP) I -- 17 I - li I I I -- III I I --�11 I 1 B 06/26/18 REISSUED FOR 30%REVIEW I r' 1 II V III I 1 i' I 1 i' II I A 04/12/18 ISSUED FOR 30%REVIEW 1 II '1 III 1 1 1 1 / II I I I , I II / I III /I 11 I I / , REV DATE DESCRIPTION I I II / 1 III i t I I I I S I •. ! --- yl_�—t-11 / / / I I I y , f 1 L,, P,I'i�� 1 1 1 1 1 II 1 1 Hi 1 I 1 1' �� -L-1 I 1 - IL - I . i +ti",j,:ta -=ittlt,,e' :::: _4 ==1- - JwJG ;>7• w • O M 1 4L' „ 1 a:RA , . „.., • 0 + I o r H —1 ,-11 ,—II - • O�G hili I 11 Eli I tl n ---AI II -? I II �,-�� �I II ,-� �i II , q < p Ll rt — • /1 II , /II i11 1 ( 7 O 3'-3"O.C. I H �/ �1 11 // // /� 11 u II/ , II I , , 11/ , II II/ , (TYP) II/ 11/ / / / II ' / /I IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS _ y y �' I �' ly - ————- E -4 = - II —— I IL-—— II yL_-'—f , THEY ARE ACTING UNDER THE DIRECTION OF A L '�,I ! LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS J �AAAggq,,,k I __.� ___I ___ _-- DOCUMENT. - d a� I OR100061 TIGARD '� � - L- WALMART 5935 7600 SW DARTMOUTH STREET . ''''r :,,,:t 1‘,4" .s.,.. N'"L "4."Ot4,049tirtsditV 1N. °I., TIGARD,OR 97223 4:40 ' _______! . U • ,'P 41'• Z"• VII3. - SHEET TITLE `s, ~ 3'-4" 1'-10"O.C. in LANDSCAPING PLAN, N O.C. (TYP) I I.., DETAILS,&PLANT SCHEDULE I I 5 ell 1 %W SHEET NUMBER LS-1• 12"6"0 1' 2' 3' 4' 5' 6' 7' ENLARGED SITE PLAN 3/8"=1'-0" PROPERTY DESCRIPTION: I VICINITY MAP " � N That parcel as described in the Statutory Special Warranty Deed recorded April 2, 2012 under reception number 2012024817 of Washington county,Oregon. l Q C • 7 1 LLA "Ci `k N. . . I El 1- awi c> SITE 3 y • • Q TT,U C SCHEDULE B2 EXCEPTIONS: „. 0 '' T C ST Item No. ~ vi 1.EASEMENT OF VEGETATED CORRIDOR PRESERVATION October 02, 2014 DOCUMENT NO.2014-062541 GRANTOR: WAL—MART REAL ESTATE BUSINESS TRUST,GRANTEE: CITY OF TIGARD. ' U Cf) —AFFECTS SURVEY AREA,SHOWN HEREON. 2.DEDICATION DEED FOR ROAD OR STREET PURPOSES July 31,2014 DOCUMENT NO. 2014-047526 DEDICATION 8Y: WAL—MART REAL ESTATE BUSINESS TRUST. p —DOES NOT AFFECT SURVEY AREA. o 3.EASEMENT(SANITARY AND STORM SEWER PERMANENT)July 31,2014 DOCUMENT NO.2014-047525 03 GRANTOR: WAL—MART REAL ESTATE BUSINESS TRUST,GRANTEE: CITY OF TIGARD. ip —AFFECTS SURVEY AREA,SHOWN HEREON. U 4.EASEMENT July 28,2010 DOCUMENT NO.2010-057133 OD (21 AGREEMENT BETWEEN PACIFIC REALTY ASSOCIATES,L.P.AND CLACKAMAS COUNTY BANK. —DOES NOT AFFECT SURVEY AREA. 5.DEDICATION DEED FOR ROAD OR STREET PURPOSES February 06,1998 DOCUMENT NO.98011117 DEDICATION BY GORDON R.MARTIN. —DOES NOT AFFECT SURVEY AREA. 6.DECLARATION OF COVENANTS,CONDITIONS AND RESTRICTIONS October 01, 1993 DOCUMENT NO.93081054 AND RECIPROCAL EASEMENT AGREEMENT DECLARATION BETWEEN SUPERVALU HOLDINGS,INC.AND PETSMART.INC. —AFFECTS SURVEY AREA,BLANKET IN NATURE. vl 7.PARTITION PLAT NO.1995-013 February 24,1995 DOCUMENT NO.95012308 :(7) —DOES NOT AFFECT SURVEY AREA. U 8.RECORD OF SURVEY January 31,2011 o_ —AFFECTS SURVEY AREA,BLANKET IN NATURE. o U Q 9.RECORD OF SURVEY PROPERTY LINE ADJUSTMENT April 20,2012 a' —AFFECTS SURVEY AREA,BLANKET IN NATURE.. Items not listed above are determined non—survey related items and are not plotted hereon. V) 0 NOTES: a 1. This is a topographic map. This is not a boundary survey and is only intended to depict those topographic features or improvements shown.The property lines shown are record lines only and are shown for graphical reference only. o 2. Any underground utilities shown have been located from field survey information.The surveyor makes no guarantee that the underground utilities shown comprise all such utilities in the area,either in service or abandoned.The surveyor further does not warrant that the underground utilities shown are in the exact location indicated although he does certify that they are located as accurately as possible from the information available. 3. FEDERAL EMERGENCY MANAGEMENT AGENCY, Flood Insurance Rate Map,Map Number 4106700542E effective dote 11/04/2016,indicates this parcel of land is located in Zone X(Areas determined to be out of the 0.2%annual chance flood plain). 4. This survey does not constitute a title search by Clark Land Surveying,Inc. to determine ownership or easements of 0) record. For all information regarding easements.rights of way and title of record,Clark Land Surveying, Inc. relied w upon a Search Report,prepared by PACIFIC CORPORATE&TITLE SERVICES with an order number of RC1991035, dated APRIL 4, 2018. a � 5. Elevations are based on NAVD 88 datum. Z CO 6. BENCHMARK: 3 1/4"aluminum cap, as shown. Elevation: 191.14' (NAVD 88). Q 7. BASIS OF BEARINGS: Bearings are relative to those shown upon the Statutory Special Warranty Deed recorded April 2, U) O 2012 under reception number 2012 024817 of Washington county,Tigard Oregon. 8. Field work for this survey was completed on March 28, 2018. O 9. This site is zoned "CG"(General Commercial) per City of Tigard Planning Department. Building Setbacks: Front:0', Side:0',Rear: 0' No zoning information provided by the client. Zoning setbacks shown hereon are the interpretation of the surveyor. For clarification of exact zoning designations and setback locations, please,contact the Washington county,Tigard Oregon. Planning and Zoning Department at 503-718-2421. • 07 �N Z �w O co 00 W L..1 N) } Z H Oo W F- 2 _O LL WO Z SURVEYOR'S STATEMENT: Il w o On the basis of my knowledge,information and belief, I hereby state and declare that this drawing was prepared under 0 U my direct supervision to the standard of care of surveyors practicing in the State of Oregon and that the information Z shown hereon is true and correct to the best of my knowledge and belief. to This statement is neither a warranty nor a guarantee,either expressed or implied. _ \ 0. r REGISTERED " Q Z Q = m PROFESSIONAL Q W fn C m LAND SURVEYOR C Y LI— LL q't&d, Zi0ohOoU G6oN JANUARY 15,1987 CL Z HAROLD P.SALOO N 7764 J O EXPIRES: JUNE 30,2018 I— EL Li.. Harold P.Salo 11 Oregon Professional Land Surveyor No. 2264 Z N') For and on behalf of Clark Land Surveying,Inc. Q Li F.." " _ circ sr (1?, 0_rr_r: Q o , ...) -......._ ---__. :r W j-) Q U E • 1 _ _ 1 0 m ! I • 4** - - ---- It _i< i f.,,,, Lk VEGETATION CORRIDOR \ \ GRAPHIC SCALE i.,• �`S79.04 581. 197.03. 9 LT (Exch t)G+ \ 7'p3' \ 20 0 10 20 J ASPHALT WALK ---__ 9 .--- 'E ............ \us /' 4. LS \ _ (IN FEET) T a JEi. I -- x 4N\ \ 1 inch = 20 ft. U L-> r ,S" S' SITE BENCHMARK \ • STORM VAULT ACCESS LIDSelf CONCRETE BENCH 3-1/4•ALUMINUM DISK \ (BOLTED SHUT)RIM ELEV:180.71' ELEV: 191.14'(NAND 88) \ \\ , 1 CONCRETE CURB(TYP) /_fri. RIM: 183.56' \ _ 15'SANITARY SEWER• .`" \ INV(E):173.' e \ _ m INV(W): 1732' ,4, \ �^ ,� EASEMENT Ur N N (EXC.3) p \ LSQ �, ASPHALT .0 \ \11 \ N `\ Lb )\ - __ c0 i \ OWNER: WAL-MART REAL ESTATE BUSINESS _ - ° e 'li 1 ur \ APN: R0458061GRASS \ 3• IIIRIM ELEV: 179.71' p Q (REC. N0. 2012.024817) DD A'. iii TRAP(E) 'S LSe h�� S • LS• IRIM ELEV:180.55' � � p \� \ LS • • 8INV(S):172.7' \ ° INV(N):172.1' j \ La���1 2�7y /• RIM ELEV: 180.31' " '� � - - ue �_ ASPHALT rnc 4/ RIM ELEV: 186.56' ® . ur ORIM ELEr 180.49' f- UNABLE TO OPEN 5 - �' GRASS / .mC�yRIM ELEV: 180.77' '> \ • • BLOCK WALL © N •�SJ ��.� LSSRIM ELEV:\186.69` � � � • ° - CC aO UNABLE TO OPEN' _LS - ,// •r . e LSONiQ• LSd�' LYNCHCATCHBASINSTORM VAULT ACCESS UDS , 4 • Eil (BOLTED SHUT) e' Li;RIM: 189.68' • Cra J \0 j BUILDING • /' © o / TRAFFIC STRIPE(TYP) NA ..: �s 5q \ LS • ••� �•• Q i / . ; 1 N • i g / - 5 e < feiiiiiiiiiiiiiiiiiiiiiiii�iiiiiiiiiiiiiiiiiiiiii��iiiliiiiiiiiiiiiiiiiiiiiiiiii�iiiiii�//�iiiiiiiiile //// P / 'l LS .' •��i��i, ��///�LC�m �� //C •° .)//.��i' a mmilitioliam " # ASPHALT / M , •psi T I► LS / II ST M 5 UNKNOWN DESTINATION LS / / L ' RIM ELEV: 180.58' I • ° J j TRAP(E) / --- N RIM ELEV: 187.71' 3i ® W• •� III _UNABLE TO OPEN \ C ill LS I 2 H RIM:189.28' Q r ss ss-INV (N):185.1' ,,ggam� I Z ' INV (SE):180.7' ® ss $ w CD • -- 8 INV (SW):180.5' ` O 5 / 7/f ASPHALT ASPHALT I Q LS eC / I. (17 5 ) [� riL.„,„,,,,,,.::TE y S89'4fi'22�E 49.98' LS 3 'k, �' LEGEND •• 589.46'22"E 63.00' of. - ' BLOCK WALL ^ �' 0 SITE BENCHMARK .Q TRASH ENCLOSURE LS op T' ® •SANITARY MANHOLE P 589'46'22"E 126.00' , L3 ry G CLEANOUT ao ASPHALT 589'46'22"E 171' 2� . © STORM MANHOLE N N �, ® STORM INLET(RECTANGLE) cd. 8 0 ASPHALT -- / U M N LS V FIRE HYDRANT W W ' r IRRIGATION CONTROL VALVEz i- o12 .2 . O O N } 1Nri WATER VAULT I-6- 3 8 ASPHALT e ' FDC VALVE 1.1J w O Z 0 UGHT POLE CC U7 MI- . LS IL5 LS .t- ® ELECTRIC TRANSFORMER D W 0 PARKING STRIPE W (TYP.) # e ASPHALT 1C213 ELECTRIC (REC. NO. 2012-024817) AtTELEPHONE AOVAULTU O A N OWNER: WAL-MART REAL ESTATE BUSINESS ASPHALT 15 ASPHALT \ 4" 1 e . ® GREASE TRAP MANHOLE = Z Z Z m APN: R0457133 ' ® HANDICAP PARKING a W < N m m 41 DECIDUOUS TREE �Q�/ = Q 3'j sr sr ST sr sr f' ST sr RIM: 185.86' LL I- _ . u 15'SANITARY SEWER - Pre r ��'� \/ I .• INV.(5): 182.00' LS LANDSCAPED AREA 3 - EASEMENT //�\ INV.(SW): 182.00' (9 W ° L (EXC.3) RIM: 184.41' � U. � � __ � INV.(W):181.90' v SIGN O 0 O R �U INV.(E):178.20' Eg. o ^^ INV.(5):177.00' `• __ -• sr STORM UNE(UNDERGROUND) LL Z Q C7 L -INV.(W):nsso' 3 -y-- --. -p11 o O O N - ss SANITARY UNE(UNDERGROUND) ss ss 2 "S , � ASPHALT ° LYNCH CATCH BASIN U D W RIM:183.68' S LYNCH CATCH BASIN • RIM: 165.13' ri .'� WATER UNE(UNDERGROUND) a = O 0 L INV.(E):174.00' � INV.(N):174.00' _� LYNCH CATCH BASIN-M.1-13-134:-�� - -- N uc GAS UNE(UNDERGROUND) Z RIM: 183.84' , LS ° Q g O CONC.CURB�! INV.(W):173.80' 8y3 / , i O UE ELECTRIC UNE(UNDERGROUND) U U (TYP.)- )f- LS rffi 15'SANITARY SEWER - -UT TELEPHONE UNE(UNDERGROUND) ~ LINE BEARING DISTANCE © ) II 8 1 I L1 812'20'05-W 8.76' LS f LS Q J Q r / EASEMENT HEDGE UNE L2 500 13'38"W 9.00' Y` I © ©®� (Exc.3) � � L3 500'13'381W 2.00' \ I CONCRETE AREA .z