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MMD2015-00036 MMD2O15 - 00036 NRG EVGO Freedom Station NOTICE OF TYPE I DECISION MINOR MODIFICATION (MMD) 2015-00036 111111 NRG EVGO FREEDOM STATION TIGARD 120 DAYS = March 9, 2016 SECTION I. APPLICATION SUMMARY FILE NAME: NRG eVgo Freedom Station CASE NO.: Minor Modification(MMD) MMD2015-00036 PROPOSAL: The applicant is proposing a Minor Modification to Washington Square Mall's on- site parking, located at 9597 SW Washington Square Road. Specifically, the applicant proposes to restripe five (5) existing parking spaces, in order to accommodate a new electric vehicle charging station. The total number of on-site parking spaces will be unchanged. APPLICANT: Greenlinks Consulting Attn:Tom Spaulding 8108 Bracken Place SE Snoqualmie,WA OWNER: Macerich Attn:Thomas Randall 9597 SW Washington Square Road Tigard,OR 97223 LOCATION: 9597 SW Washington Square Road WCTM 1S126,Tax Lot 300 ZONING DESIGNATION: MUC: Mixed Use Commercial District.The MUC zoning district includes land around the Washington Square Mall and land immediately west of Highway 217. Primary uses permitted include office buildings,retail,and service uses.Also permitted are mixed-use developments and housing at densities of 50 units per acre. Larger buildings are encouraged in this area with parking under,behind or to the sides of buildings. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters 18.360.060.0 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. MMI)2015-00036 NRG cA'go I.rcedom Station 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 Washington Square Mall (9597 S\\' Washington Square Road); northeast of Highway 217, north of SW Washington Square Road, and west of SW Greenburg Road. The subject parking lot is located inside an approximately 46-acre tax lot (WCTM 1S126,Tax Lot 300),and is a part of the larger Washington Square shopping center. The property is zoned Mixed Use Commercial (MUC), as are surrounding properties, and is located in the Washington Square Regional Center Plan District. In August 2015 (Case No. MMD2015-00027), the Planning Division determined the minimum off- street parking requirement for all existing uses in Washington Square shopping center was 3,538 spaces, and found there was adequate off-street parking,with 6,803 spaces provided. Proposal Description: The applicant is proposing a Minor Modification to Washington Square Mall's on-site parking,located at 9597 SW Washington Square Road. Specifically, the applicant proposes to restripe five (5) existing parking spaces, in order to accommodate a new electric vehicle charging station. The total number of on-site parking spaces will be unchanged. SECTION IV. APPLICABLE REVIEW CRITERIA AND FINDINGS MINOR MODIFICATION OF SITE DEVELOPMENT REVIEW: Section 18.360.060.0 states that a Minor Modification shall be approved, approved with conditions or denied following the Director's review and as follows: 1. The proposed development is in compliance with all applicable requirements of this title; and The applicant proposes to construct a new electric vehicle charging station in the Washington Square Mall parking lot. The charging station will include two (2) charging units (each approximately 21 square feet in size), and one (1) mounted charger (approximately 51/2 feet tall). Staff reviewed the applicant's site plan and construction details to determine this proposal meets the Parking Location and Landscape Design standards for the Washington Square Regional Center Plan District(18.630.050.E). In addition, the applicant proposes to restripe five (5) existing parking spaces that will be designated for "electric vehicle charging only." As determined in MMD2015-00027, the minimum off-street parking requirement for all existing uses in Washington Square shopping center is 3,538 spaces. The applicant's proposal to restripe five (5) spaces will not alter the total parking count. Accordingly, staff finds there is adequate off-street parking,with 6,803 spaces provided. 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. FINDING: Staff finds that the changes listed in TDC 18.360.050.B.1-11 are either satisfied or do not apply.Therefore,the proposed development is not a major modification.This criterion is met. CONCLUSION: The proposal is a Minor Modification of existing site development and is in compliance with the applicable requirements of this Title. NIN11)2015-00036 NKG c\'go I rccdom Station 2 SECTION V. PROCEDURE AND APPEAL INFORMATION Notice: Notice was posted at City Hall and mailed to: X The applicant and owners X Affected government agencies Final Decision: A Minor Modification is a Type I procedure. As such, the Director's decision is final on the date it is mailed or otherwise provided to the applicant,whichever occurs first. The Director's decision may not be appealed locally and is the final decision of the City. THIS DECISION IS FINAL ON NOVEMBER 12, 2015 AND BECOMES EFFECTIVE ON NOVEMBER 13, 2015 Questions: If you have any questions,please contact Lina Smith at (503) 718-2438 or LinaCS aatigard-or.gov. �-+- November 12.2015 APPROVED BY: Lina Smith Assistant Planner , MI)2015-00036 NR(;eVgo Freedom Station 3 APPLICANT MATERIALS RECEIVED 11 City of Tigard NOV 0 4 2015 ° COMMUNITY DEVELOPMENT DEPARTMENT • CITY OF TIGARD TIGARD Minor Modification Type I Ap1IthJiNG PROPOSAL SUMMARY (Brief description) Installation and operation of an unmanned electric REQUIRED SUBMITTAL ELEMENTS vehicle charging station facility as retrofit/remodeled Owner's Signature/Written within an existing retail parking lot. (2) BTC DCFC units uthorization and J. Single BTC L2 charger units utilizing (5) parking l itleTransfer lnstrurientorDeed spaces ' - Site Plan(2 large plans drawn to scale and one reduced to 8.5"x11'/2") Washington Square Mall (Applicant's Statement/Narrative Property address/location(s): (?copies)Address criteria in: 9597 SW Washington Square RD , /LDC 18-360.050.B-1-11 Tax map and tax lot #(s): ® Filing Fee 1S1260000300 Site size: 31.12 Acres I OIt "1 1t 1 I �1 ONII.1 Applicant*: NRG- Tom Spaulding Case No.: 444/D 0017— rix)34 Address: 8108 Bracken PL SE Snoqualmie WA Related Case No.(s): City/state: Zip: 98065 4�� 650.380.3140 tome reenlinksconsultin com Application Fee: Phone: Email: g g Application accepted: /, PROPERTY OWNER/DEED HOLDER(S)` ❑ Same as Applicant By: Ls Date: //A- Macerich Application determined complete: Name: LS ////0// /complete:, Address: 9597 SW Washington Square RD By Date: / City/state: Tigard, OR Zip: 97223 I:\CURPLNWasters\Land Use Applications Rev.11/24/2014 Contact name: Thomas Randall Phone number: 623-330-1791 .When the owner and the applicant are different people,the applicant must be the purchaser of record or a lessee in possession with written authorization from the owner or an agent of the owner.The owner(s) must sign this application in the space provided on the back of this form or submit a written authorization with this application. APPLICANT'S STATEMENT The applicant's statement must include a summary of the proposed changes. Criteria in either 18.3611.1I501i) or 18.330.020(B)(2)must be addressed with a detailed response to each criterion. Failure to provide the information needed to process the application would be reason to consider an application incomplete and delay review of the proposal. In addition,the Director must find that the proposed change is in compliance with all applicable requirements of Title 18 of the Tigard Development Code.To complete this review,the Applicant's proposal must include a discussion indicating how the site expansion/change will continue to comply with the maximum setback,building height,parking,and landscaping standards. Other requirements of this title such as clear vision,solid waste storage,non-conforming situations,signs,and tree removal may also be applicable depending on the type and location of the proposed modifications. City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wuwtigard-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. Applicant's signature Print name Date LOA attached Owner's signature Print name Date Owner's signature Print name Date ADDITIONAL OWNER/DEED HOLDER INFORMATION Name: Name: Address: Address: City/state: Zip: City/state: Zip: Signature: Signature: 2.. W "N• MINOR MODIFICATION APPLICATION City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 2 of 2 RECEIVED NOV 0 4 2015 CITY OF TIGARD LETTER OF AUTORIZATION PLANNING/ENGINEERING ADDRESS OF THE PROPERTY: 9585 SW Washington Square Rd Tigard, OR 97223 APN: 151260000300 To: City of Tigard Community Development Department: I grant Tom Spaulding of SAI an authorized representative of NRG EV Services, LLC dba NRG EVGO the right to file required permits in association with the development of an electric car charging station. Sincerely, Thomas Randall Macerich: 12/ / 1 Dat Transnation* 41110 �, TRANSNATION TITLE INSURANCE COMPANY 1515 SW 5th Avenue Suite 850 Portland, OR 97201 Ph: (503)223-5910 Fx: (503)553-5679 LandAmerica NCS Attn: Sean Cruz 888 West 6th St, Fourth Floor Los Angeles, CA 90017 Date Prepared: August 22, 2003 PRELIMINARY TITLE REPORT FOR ISSUING TITLE INSURANCE ORDER NO : 1231514w PARTY REFERENCE : NCS 03-006154 PROPERTY ADDRESS: 4111 OTHER REFERENCE : Washington Square TRANSNATION TITLE INSURANCE COMPANY is prepared to issue title insurance as of the effective date and in the form and amount shown on Schedule A, subject to the conditions, stipulations and exclusions from coverage appearing in the policy form and subject to the exceptions shown on Schedule B. This report is preliminary to the issuance of a policy of title insurance and shall become null and void unless a policy is issued and the full premium paid. This report is for the exclusive use of the persons to whom it is addressed. Title insurance is conditioned on recordation of satisfactory instruments that establish the interests of the parties to be insured; until such recordation, the Company may cancel, amend, or supplement this report for any reason. Thank you for placing the order with us. If you need assistance with this report, please contact: Kenneth F. Mayer, V.P. & Sr. Legal Counsel, 503-553-5662 PRELIMINARY TITLE REPORT DATED August 22, 2003 ORDER NO. 1 231 514w SCHEDULE A, Page No. 1 1. The effective date of this preliminary title report is 5:00 P.M. on August 8, 2003 2. The Policy or Policies to be issued: Policy/Endorsement Description Charge ALTA Extended Owner's for (to come) $ Local Govt. Lien Search 475.00 3. Title to the land described herein is vested in: PPR WASHINGTON SQUARE LLC, a Delaware limited liability company 4. The land referred to in this report is described as follows: As fully set forth on Exhibit "A" attached hereto and by this reference incorporated herein. • Order No_ 1231514w EXHIBIT "A" Legal Description PARCEL 1: (LANDLORD TRACT) That tract of land situated in Sections 26 and 35, Township 1 South, Range 1 West of the Willamette Meridian, in the City of Tigard, County of Washington and State of Oregon, more particularly described as follows: Beginning at the intersection of the Easterly line of that tract of land conveyed to D.W. Creary by Deed recorded November 5, 1965, in Book 576, Page 195, Records of Washington County, Oregon, with the Southwesterly line of Hall Road (State Highway Number 217). ; thence along said Southwesterly line South 64°12' 59" East 73 .30 feet; thence South 1°03' 00" West 331.79 feet; thence South 88°57' 00" East 177 .00 feet; thence South 01°03'00" West 532 .68 feet; thence South 88°55' 05" East 233 . 55 feet to a point of curvature; thence 48.18 feet along the arc of a 45 . 96 foot radius curve to the left through a central angle of 60°03' 50" (the long chord of which bears North 61°03 ' 00" East 46 .00 feet) to a point of compound curvature; thence 11.93 feet along the arc of a 146 .77 foot radius curve to the left through a central angle of 04°39'25" (the long chord of which bears North 28°41' 23" East 11. 93 feet) to the Westerly line of SW Greenburg Road; thence tracing said Westerly line South 11°22'29" West 8 .31 feet; thence South 11°11'38" West 134.21 feet; thence South 11°22' 12" West 12 .90 feet; thence South 02°53' 18" East 26 . 12 feet; thence South 14°51' 23" West 250 .25 feet; thence South 32°36'03" West 26.12 feet; thence South 14°51' 23" West 82 .08 feet to the non-tangent intersection with a 66.00 foot radius curve to the left (the radial center bears South 41°49' 52" West) ; thence leaving said Westerly line of SW Greenburg Road; thence Northwesterly tracing the arc of said 66 . 00 foot radius curve to the left 46 . 00 feet through a central angle of 39°55' 57" (the long chord of which bears North 68°08' 06" West 45.07 feet) to a point of tangency; thence North 88°06' 05" West 685. 06 feet to the beginning of a tangent 400 .00 foot radius curve to the left; thence Southwesterly along the arc of said curve 640 .17 feet through a central angle of 91°41'52" (the long chord of which bears South 46°02'59" West 574. 00 feet)' to a point of tangency; thence South 0°12' 03" West 258 .78 feet; thence South 89°40' 00" West 630 .75 feet; thence South 0°20' 00" East 784.34 feet to a point on the Northeasterly right-of-way line of the Oregon State Highway (Beaverton-Tigard Freeway) ; thence along said right-of-way line as follows: North 45°10'42" West 5.07 feet; North 37°07' 00" West 164.80 feet; North 24°20'47" West 387 .35 feet; North 12°55'20" West 298.00 feet; North 7°49' 50" West 303 .41 feet; North 11°21' 59" West 298.42 feet; North 2°22'32" West 250 .25 feet; North 8°49'08" East 172 .44 feet; thence leaving said Northeasterly right-of-way line of the Oregon State Highway North 89°40' 00" East 394.11 feet; thence North 00°49' 14" East 5.00 feet; thence North 89°40'00" East 64.97 feet; thence North 00°20' 00" West 0 .42 feet; thence North 89°40' 00" East 123 .00 feet; thence North 00°20' 00" West (Continued) Order No. 1231514w Page - 2 Exhibit "A" Legal Description 43 . 58 feet; thence North 89°40.00" East 68 . 00 feet; thence South 00°20' 00" East 3 . 58 feet; thence North 89°40' 00" East 107.00 feet; thence North 00°20'00" West 190.58 feet; thence North 89°40' 00" East 70. 00 feet; thence North 00°20'02" West 100 .00 feet; thence North 89°40' 00" East 123 .40 feet; thence North 00°20' 00" West 369 .28 feet; thence South 87°28'25" East 850 .15 feet; thence North 01°03' 00" East 333 .37 feet to the point of beginning. (ACCESS ROAD NO. 6) TOGETHER WITH a strip of land over a portion of OAKBURG, a duly recorded plat in said Washington County and a portion of said Sections 26 and 35, described as follows : Conuiencing at a point on the Northerly prolongation of the Westerly line of Lot 25, OAKBURG, a duly recorded plat in said county, distant thereon North 0°18'12" East 25.00 feet from the Northwest corner of said lot; thence North 89°41'48" West 37.28 feet; thence North 00°20' 00" West 340.83 feet to the true point of beginning; thence continuing North 00°20' 00" West 62 .02 feet; thence North 00°12' 03" East 35. 94 feet to the non-tangent intersection with a 40 .00 foot radius curve to the left (the radial center bears South 89°47'57" East) ; thence tracing the arc of said 40.00 foot radius curve to the left 62 .75 feet through a central angle of 89°53'17" (the long chord of which bears South 44°44' 36" East 56 .51 feet) to a point of tangency; thence along a line that is parallel with and distant Southerly 4 . 00 feet, measured at right angles from the North line of said Section 35, South 89°41' 14" East 858 .26 feet to the Westerly line of SW Greenburg Road; thence tracing said Westerly line South 14°48' 04" West 61.78 feet; thence leaving said Westerly line and tracing the arc of a non-tangent 29.00 foot radius curve to the left (the radial center bears South 22°31' 08" West) an arc distance of 10 . 23 feet (the long chord of which bears North 79°14'20" West 10 . 18 feet) to a point of tangency; thence North 89°41'14" West 872 .01 feet to the true point of beginning. (ACCESS ROAD NO. 7) TOGETHER WITH a strip of land over a portion of OAKBURG, a duly recorded plat in said Washington County and a portion of said Section 35, described as follows: Beginning at a point on the Northerly prolongation of the Westerly line of Lot 25 of OAKBURG, a duly recorded plat in said county, distant thereon North 0°18' 12" East 25 .00 feet from the Northwest corner of said lot; thence South 00°18' 12" West 30 .00 feet; thence South 89°41'48" East 32 .44 feet to a point of curvature; thence 139 .07 feet along the arc of a 320 . 00 foot radius curve to the right through (Continued) Order No. 1231514w Page - 3 Exhibit "A" Legal Description a central angle of 24°53' 59" (the long chord of which bears South 77°14' 48" East 137.97 feet) to a point of tangency; thence South 64°47' 49" East 405.94 feet to a point of curvature; thence 111. 00 feet along the arc of a 930 .00 foot radius curve to the right through a central angle of 06°50' 19" (the long chord of which bears South 68°12'58" East 110 .94 feet) to a point of reverse curvature; thence 23 .26 feet along the arc of a 49 . 08 foot radius curve to the right through a central angle of 27°09' 29" (the long chord of which bears South 58°03'23" East 23 .05 feet) to a point of non-tangency; thence South 44°18'24" East 1.18 feet to the Westerly line of SW Greenburg Road; thence tracing said Westerly line North 14'51'35" East 84 .64 feet to the non-tangent intersection with a 41.00 foot radius curve to the right (the radial center bears North 23°33'21" West) ; thence 30.45 feet along the arc of a 41.00 foot radius curve to the right through a central angle of 42°33'27" (the long chord of which bears South 87°43' 22" West 29.76 feet) to a point of compound curvature; thence 93 .3 feet along the arc of a 862 . 00 foot radius curve to the right through a central angle of 06°12' 05" (the long chord of which bears North 67°53' 51" West 93.25 feet) to a point of tangency; thence North 64°47'49" West 388 .71 feet to a point of curvature; thence 165. 14 feet along the arc of a 380 .00 foot radius curve to the left through a central angle of 24°53' 59" (the long chord of which bears North 77°14'48" West 163 .84 feet) to a point of tangency; thence North 89°41'48" West 89. 04 feet; thence South 00°20' 00" East 30.00 feet; thence South 89°41'48" East 37.28 feet to the point of beginning. (ACCESS ROAD NO. 1) TOGETHER WITH that portion of Section 26, Township 1 South, Range 1 West of the Willamette Meridian, in the County of Washington and State of Oregon, being more particularly described as follows: Beginning at the intersection of said Easterly right-of-way line of the Beaverton-Tigard (Oregon State) Freeway with the North line of that tract of land granted to Gust Olson by Deed recorded March 2, 1892 in Book 33 at Page 334, Deed Records of said county; thence North 19°19'29" East 14.23 feet; thence North 00°41' 08" East 671.49 feet to a point of curvature; thence 129. 13 feet along the arc of a 500 .00 foot radius curve to the right through a central angle of 14°47'50" (the long chord of which ,bears North 08°05' 03" East 128.77 feet) to a point of non-tangency; thence North 88°21' 11 " West 13 .43 feet; thence North 34°47'25" West 46.50 feet; thence North 88°45' 53" West 45 .82 feet to the Easterly right-of-way of SW Scholls Ferry Road; thence tracing said Easterly right-of-way North 19°56' 09" East 57 .62 feet; thence leaving said Easterly right-of-way South 68°45' 35" East 84. 68 feet to a point of curvature; thence 42. 62 feet along the arc of a 30.00 foot radius curve to the left through a central angle of 81°26. 05" (the long chord of which bears North 70°31'22" East 39 .14 feet) to a point of tangency; thence North 29°48'20" East 183 .34 feet (Continued) Order No. 1231514w Page - 4 Exhibit "A" Legal Description to a point of curvature; thence 163 .43 feet along the arc of a 95. 00 foot radius curve to the left through a central angle of 98°33' 55" (the long chord of which bears North 19°28'37" West 144 . 01 feet) to a point of tangency; thence North 68°45' 35"West 82 .00 feet to the Easterly right-of-way of SW Scholls Ferry Road; thence tracing said Easterly right-of-way North 21°14'26" East 105 .00 feet; thence leaving said Easterly right-of-way South 68°45' 35" East 12 .00 feet to the non-tangent intersection with a 70 .00 foot radius curve to the left (the radial center bears South 68°45'35" East) ; thence 109 .96 feet along the arc of a 70 . 00 foot radius curve to the left through a central angle of 90°00' 00" (the long chord of which bears South 23°45' 35" East 98.99 feet) to a point of reversing curvature; thence 223 .62 feet along the arc of a 130.00 foot radius curve to the right through a central angle of 98°33' 55" (the long chord of which bears South 19°28' 37" East 197 .06 feet) to a point of tangency; thence South 29°48' 15" West 121.15 feet to a point of curvature; thence 123 .79 feet along the arc of a 445 .00 foot radius curve to the left through a central angle of 15°56' 17" (the long chord of which bears South 21°50' 12" West 123 .39 feet) to a point of tangency; thence South 88°21' 02" East 0.08 feet to a point of curvature; thence 66 .89 feet along the arc of a 437 . 00 foot radius curve to the left through a central angle of 08°46' 14" (the long chord of which bears South 13°09' 02" West 66.83 feet) to a point of non-tangency; thence South 88°20' 02" East 24.22 feet; thence South 21°17'45" West 81.15 feet; thence South 00°41' 08" West 670.05 feet: thence North 89°13'49" West 67 .55 feet to the point of beginning. (ACCESS ROAD NO. 2) TOGETHER WITH that portion of Section 26, Township 1 South, Range 1 West of the Willamette Meridian, in the County of Washington and State of Oregon, being more particularly described as follows: Commencing at the most Westerly Northwest corner of that tract of land described in Deed recorded in Book 576, Page 196, Deed Records of Washington County, Oregon; thence North 00°12' 03" East 86 .28 feet to the true point of beginning; thence North 00°12' 03" East 214 .57 feet; thence North 00°19'18" East 656 .11 feet to the Southwesterly right-of-way of SW Hall Boulevard; thence tracing said Southwesterly right-of-way North 46°19' 50" West 8.78 feet to a point of curvature; thence 61.38 feet along the arc of a 924.93 foot radius curve to the left through a central angle of 03°48' 08" (the long chord of which bears North 48°13' 54" West 61.37 feet) to a point of non-tangency; thence leaving said Southwesterly right-of -way of SW Hall Boulevard South 01°16' 28" East 229 .38 feet; thence South 00°19'18" West 322 .27 feet; thence South 88°21'11" East 3 .50 feet; thence South 00°19' 18" West 110 .04 feet to a point of curvature; thence 40 .10 feet along the arc of a 430 . 50 foot radius curve to the left through a central angle of 05°20' 15" (the long chord of which bears South 02°59' 25" West 40 .09 (Continued) Order No. 1231514w Page - 5 Exhibit "A" Legal Description feet) to a point of non-tangency; thence North 88°21' 11" West 3 .51 feet to the non-tangent intersection with a 427 .00 foot radius curve to the right (the radial center bears North 84°18'22" West) ; thence 14.58 feet along the arc of a 427 .00 foot radius curve to the right through a central angle of 01°57' 23" (the long chord of which chcbee ars South 06°40' 19" West 14.58 feet) to a point of tangency; uth 07°39' 01" West 203.73 feet; thence North 89°40' 00" East 75.93 feet to the true point of beginning. PARCEL II: That portion of Section 26, Township I South, Range 1 West of the Willamette Meridian, in the County of Washington and State of Oregon, described as follows: Beginning at a point lying North 0°12' 03" East 86 .28 feet and South 89°40' 00" West 75.93 feet from the most Westerly Northwest corner of that tract of land described in Deed recorded in Book 567, Page 196, Deed Records of said Washington County; thence South 89°40' 00" West 573 .13 feet, to a point on the East line of Access Road Number 1; thence North 0°41' 08" East 236. 97 feet; thence South 88°21'11" East 599 .35 feet to a point on the arc of a 427.00 foot radius curve to the right, the long chord of said curve bears South 6°40'20" West 14 . 58 feet; thence Southerly along the arc of said curve 14.58 feet through a central angle of 1°57'21"; thence South 7°39' 01" West 203 .73 feet to the point of beginning. PARCEL III: That portion of Section 26, Township 1 South, Range 1 West of the Willamette Meridian, in the County of Washington and State of Oregon, being more particularly described as follows : Commencing at the intersection of the Easterly line of that tract of land conveyed to D.W. Creary by Deed recorded November 5, 1965, in Book 576, Page 195, Records of Washington County, Oregon, with the Southwesterly line of Hall Road (State Highway Number 217) ; thence along said Southwesterly line South 64°12'59" East 73 .30 feet to the true point of beginning; thence continuing along said Southwesterly line South 64°12'59" East 194.88 feet; thence South 01°03'00" West 22 .22 feet; thence North 64°12' 59" West 160.72 feet to the intersection of a 45 .00 foot radius curve to the left, (the radius point bears South 17°02' 57" East) ; thence 56 .47 feet along the arc of said curve through a central angle of 71°54'03" (the chord of which bears South 37°00' 09" West 52 .84 feet) ; thence North 01°03' 00" East 79 .29 feet to the true point of beginning. (Continued) Order No. 1231514w Page - 6 Exhibit "A" Legal Description PARCEL IV: A tract of land in the West half of Section 26, Township 1 South, Range 1 West of the Willamette Meridian, located in the City of Tigard, County of Washington and State of Oregon, said tract described specifically as follows: Beginning at the intersection of the East right-of-way line of the Beaverton-Tigard (Oregon State) Highway with the North line of that tract of land granted to Gust Olson by Deed recorded March 2, 1892 in Book 33, Page 334, Washington County Deed Records; thence, North 19°19'29" East, 14.23 feet; thence, North 00°41' 08°' East, 671.49 feet to a point of curvature; thence, along the arc of a 500 . 00 foot radius curve, concave Easterly, the central angle of which is 14°47' 50", the long chord of which bears North 08°05' 03°4 East, 128.77 feet, an arc distance of 129 . 13 feet; thence, nontangent to the last described course, North 88°21' 11" West, 13 .43 feet; thence, North 34°47'25" West, 46 .50 feet; thence, North 88°45' 53" West, 45.82 feet to the East right-of-way line of Southwest Scholls Ferry Road; thence North 19°56' 09" East, along the East right-of-way line of Southwest Scholls Ferry Road, 57 .62 feet to the true point of beginning of the tract herein described; thence, North 19°56'09" East, along the East right-of-way line of Southwest Scholls Ferry Road, 192 . 53 feet to an angle point in said right-of-way line; thence, North 07°16'04" East, along the East right-of-way line of Southwest Scholls Ferry Road, 61.72 feet to an angle point in said right-of-way line; thence, North 21°14'26" East, along the East right-of-way line of Southwest Scholls Ferry Road, 63 .60 feet; thence, leaving the Southwest right-of-way line of Southwest Scholls Ferry Road, South 68°45'35" East, 67 .00 feet to a point of curvature; thence, along the arc of a 95. 00 foot radius curve, concave Southwesterly, the central angle of which is 98°33' 55", the long chord of which bears South 19°28' 37" East, 144 .01 feet, an arc distance of 163 .43 feet to a point of tangency; thence, South 29°48' 20" West, 183 .34 feet to a point of curvature; thence, along the arc of a 30 . 00 foot radius curve, concave Northwesterly, the central angle of which is 81°26' 05", the long chord of which bears South 70°31' 22" West, 39. 14 feet, an arc distance of 42 .64 feet to a point of tangency; thence, North 68°45'35" West, 84 .68 feet to the true point of beginning. PARCEL V A) TOGETHER WITH those certain non-exclusive easements as set forth in that certain Construction, Operation and Reciprocal Easement Agreement dated April 25, 1972, by and between Washington Square, Inc. , Sears, Roebuck and Co. , and the May Department Stores Company recorded May 2, 1972 in Book 865 at Page 12, and amended by instruments recorded July 19, 1973 in Book 936 at Page 284, and recorded February 20, 1990 at Recorder' s Fee No. 90-08131, and recorded June 29, 1994 at Recorder's (Continued) Order No. 1231514w Page - 7 Exhibit "A" Legal Description Fee No. 94-062510 Records of Washington County, Oregon. B) TOGETHER WITH a non-exclusive easement as reserved in that certain Deed from Square Land Co. Inc . , Ltd. , a Washington limited partnership to the May Department Stores Company, a New York corporation, recorded February 20, 1990 at Recorder' s Fee No. 90-08126 . C) TOGETHER WITH a non-exclusive easement as set forth in that certain Easement Agreement dated September 30, 1993, by and between Washington Square, Inc. and The May Department Stores Company recorded October 29, 1993 at Recorder' s Fee No. 93090210 . D) TOGETHER WITH a non-exclusive easement as set forth in Easement Agreement dated October 26, 1999, by and between Washington Square, Inc. , a Washington corporation, and PPR Washington Square LLC, a Delaware limited liability company, recorded October 29, 1999, at Recorder's Fee No. 99-122267 . I I PRELIMINARY TITLE REPORT DATED August 22, 2003 ORDER NO. 1231514w SCHEDULE B, Page No. 1 Except for the items properly cleared through closing, the proposed policy or policies will not insure against loss or damage which may arise by reason of the following: 1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records; proceedings by a public agency which may result in taxes or assessments, or notice of such proceedings, whether or not shown by the records of such agency or by the public records. 2. Any facts, rights, interests or claims which are not shown by the public records but which could be ascertained by an inspection of said land or by making inquiry of persons in possession thereof. 3. Easements, claims of easements or encumbrances, not shown by the public records reservations or exceptions in patents or in acts authorizing the issuance thereof; water rights, or claims or title to water. 4. Any lien, or right to a lien, for unemployment taxes, workman's compensation, services, labor, equipment rental or material, heretofore or hereafter furnished, imposed by law and not shown by the public records. 5. Discrepancies, conflicts in boundary lines., shortage in area, encroachments, or any other facts which a correct survey would disclose. NOTE: Exceptions 1 through 5 may be modified or eliminated from the policy based upon receipt and review of additional evidence of insurability, including, but not necessarily limited to, the following: (a) A survey of the subject property meeting ALTA/ACSM guidelines for commercial property surveys. In addition to the survey, the company may inspect the subject property, for which there may be a nominal charge. NOTE: The company has on file a survey dated February 17, 1999 by W & H Pacific Job No. 04.1276.0001 which may be sufficient to remove or modify the exception regarding survey requirements. An affidavit regarding no new additions or alterations to the property or an updated survey will be necessary- (c) Proof that there are no statutory liens for labor or material, including liens for contributions due to the State of Oregon for unemployment compensation and for workmen's compensation which have not gained or hereafter may gain priority over the lien of the insured mortgage, which liens do not now appear of record. (b) Proof that there are no parties in possession or claiming the right to be in possession other than the vestees herein and that there are not existing leases or tenancies. 6. 2003-04 taxes, a lien in an amount to be determined, but not yet payable. 1110 (Continued) SCHEDULE B, Page No. 2 Exceptions, Continued Order No.: 1231514w 7. Municipal liens, if any, imposed by the City of Tigard. We find none, per the public records, as of August 8, 2003. 8. Taxes, including current year, not assessed because of an exemption relating to a transit facility located on Parcel I. Exemption : County Account No. : R2049792 Map No. : 1S126C-02000 9. Limited access in deeds to State of Oregon, by and through its Department of Transportation, Highway Department which provides that no right or easement of right of access to, from or across the State Highway other than expressly provided therein shall attach to the abutting property, as follows: RECORDED BOOK PAGE April 19, 1961 443 170 April 27, 1961 443 434 February 5, 1964 505 529 September 24, 1964 523 644 October 19, 1964 527 167 and 169 November 12, 1964 530 79 November 30, 1966 623 161 February 15, 1967 630 393 August 22, 1967 656 39 October 11, 1967 663 506 August 17, 1971 831 423 August 17, 1971 831 424 September 13, 1971 834 956 Affects access onto the Beaverton-Tigard Highway from Parcel I only. 10. Limited access as set forth in decree entered in Circuit Court, Washington County, in favor of the State of Oregon, by and through its Department of Transportation, Highway Department, which provides that no right or easement of right of access to, from, or across the State Highway other than expressly provided therein shall attach to the abutting property Case No. : 27-135 Affects access onto the Beaverton-Tigard Highway from Parcel I only. 11. Limited access in deed to State of Oregon, by and through its Department of Transportation, Highway Department which provides that no right or easement of right of access to, from or across the State Highway other than expressly provided therein shall attach to the abutting property, Recorded : August 3, 1967 Book/Volume : 653 Page : 163 Affects access onto the Beaverton-Tigard Highway from Parcel I only. (Continued) SCHEDULE B, Page No. 3 Exceptions, Continued Order No.: 1231514w 12. An easement created by instrument, including the terms and provisions thereof, Dated : February 2B, 1968 Recorded : March 12, 1968 Book/Volume : 684 Page : 590 In favor of : Progress Sanitary District For : Sewer Location : Over a 10 foot strip which crosses the Northerly access area of Washington Square Affects Access Road No. 1 of Parcel I. 13 Easement rights, benefiting the property described in a deed recorded at Recorder's Fee No. 91008316, arising by reason of the following recorded documents and by use and/or unrecorded agreement, for ingress and egress over Access Road No. 1, including the terms. and provisions thereof, A)Dated : December 28, 1968 Recorded : December 31, 1968 Book : 728 Page : 762 B)Dated : January 12,1971 Recorded : March 6, 1972 Book : 856 Page : 885 14. Covenants, conditions, restrictions, easements and/or setbacks, including the terms and provisions thereof, imposed by instrument Recorded : September 13, 1971 Book/Volume : 834 Page : 956 NOTE: This exception omits from said instrument any covenant, condition or restriction based on race, color, religion, sex, handicap, familial status or national origin, unless and only to the extent that the restriction is not in violation of state or federal law or relates to a handicap, but does not discriminate against handicapped people. Affects a portion of Lot 18, Oakburg, on the Southwest, adjacent to the Beaverton-Tigard Highway. 15. Agreement, including the terms and provisions thereof, Dated : September 28, 1968 (Continued) SCHEDULE B, Page No. 4 Exceptions, Continued Order No.: 1231514w Memorandum of Agreement, including the terms and provisions thereof, Dated : February 7, 1972 Recorded : February 14, 1972 Book/Volume : 854 Page : 274 By and between : Crescent Grove Cemetery Association, a non-profit corporation; Winmar Company, Inc., a corporation; Winmar Pacific, Inc. , a corporation; and Gordon R. Martin Affects Parcel I. 16. Construction Operation and Reciprocal. Easement Agreement, including the terms and provisions thereof, Dated : April 25, 1972 Recorded : May 2, 1972 Book : 865 Page : 12 The above document was amended by instrument, Recorded : July 19, 1973 Book/Volume : 936 Page : 284 Second Amendment, Dated : November 1, 1987 Recorded : February 20, 1990 Recorder's Fee No. : 90-08131 And thereafter Third Amendment, Dated : April 22, 1994 Recorded : June 29, 1994 Recorder's Fee No. : 94-062510 Affects Parcel I through V. Assignment of Reciprocal Easement Agreements, including the terms and provisions thereof, Dated : February 18, 1999 Recorded : February 22, 1999 Recorder's Fee No. : 99021508 From : Washington Square, Inc. To : PPR Washington Square LLC Request for Notice of Mortgagee, including the terms and provisions thereof, Dated : February 18, 1999 Recorded : February 22, 1999 Recorder' s Fee No. : 99021512 By : Metropolitan Life insurance Company (Continued) SCHEDULE B, Page No. 5 Exceptions, Continued Order No.: 1231514w 17 . Non-exclusive Road Easement Agreement, including the terms and provisions thereof, Dated • : April 20, 1972 Recorded : May 2, 1972 Book/Volume : 865 Page : 197 Affects Access Road No. 2. The above document was amended by instrument, Recorded : November 15, 1974 Book/Volume : 999 Page : 396 18. Easements for, existing public utilities in vacated street area reserved by Resolution and Order No. 72-256, and an easement created by said instrument for sewer purposes 7 1/2 feet wide on each side of the center line of said vacated street ( SW Locust Street) , Dated : November 14, 1972 Recorded : December 18, 1972 Book/Volume : 901 Page : 820 Affects Access Road No. 7 of Parcel I. 19. An easement created by instrument, including the terms and provisions thereof, Dated : June 7, 1979 Recorded : July 2, 1979 Recorder's Fee No. : 79025766 In favor of : Washington County For : Traffic control facilities, slope and drainage Location : Over the area adjacent to SW Greenburg Road Affects Access Roads 6 and 7 of Parcel I. 20. A non-exclusive easement created by instrument, including the terms and provisions thereof, Dated : December 20, 1985 Recorded : December 27, 1985 Recorder's Fee No. : 85051367 In favor of : Adjacent property For : Vehicular and pedestrian access Affects Access Road No. 2 of Parcel I. 21. A non-exclusive easement created by instrument, including the terms and provisions thereof, Dated : December 20, 1985 Recorded : December 27, 1985 Recorder's Fee No. : 85051370 In favor of : Adjacent property For : Vehicular and pedestrian access Affects Access Road No. 2 of Parcel I. 1110 (Continued) SCHEDULE B, Page No. 6 Exceptions, Continued Order No.: 1231514w 22_ A non-exclusive easement created by instrument, including the terms and provisions thereof, Dated : December 3, 1985 Recorded : December 27, 1985 Recorder's Fee No. : 85051371 In favor of : Adjacent property to the North of Parcel I For : Roadway Location : Over the Roadway No. I easement area. 23. A non-exclusive easement created by instrument, including the terms and provisions thereof, Dated : December 20, 1985 Recorded : December 27, 1985 Recorder's Fee No. : 85051373 In favor of : Adjacent property For : Sign Affects Parcel IV. 24 . Access Road Maintenance Agreement, including the terms and provisions thereof, Dated : July 18, 1987 Recorded : December 8, 1987 Recorder's Fee No. : 87060164 Between : Winmar Pacific, Inc. , Square Land Co. , Ltd_ , Washington Square, Inc. And : Nesbitt Partners Portland Venture, Ltd. The above document was modified by instrument Recorded : July 31, 1989 Recorder's Fee No. : 89-35019 Affects Access Roads No. 1 and 2 of Parcel I. The effect, if any, of the Second Modification to Access Road Maintenance Agreement, Dated : July 27, 2002 Recorded : October 18, 2002 Recorder's Fee No. : 2002-122680 Executed by : Portland Office Associates, an Illinois general partnership AND Portland Hotel Associates, an Illinois general partnership 25. An easement created by instrument, including the terms and provisions thereof, Dated : November 15, 1988 Recorded : January 24, 1989 Recorder's Fee No. : 89-03319 In favor of : Oregon Department of Transportation For : Slopes and traffic control facility Affects Parcel IV. (Continued) SCHEDULE B, Page No. 7 Exceptions, Continued Order No.: 1231514w 26. An easement created by instrument, including the terms and provisions thereof, Dated : April 17, 1989 Recorded : April 18, 1989 Recorder's Fee No. : 89-17134 In favor of : Portland General Electric Company, an Oregon corporation For : Electric power line Location : Over the dogleg adjacent to SW Hall Blvd. Affects Parcels I and II. 27. An easement created by instrument, including the terms and provisions thereof, Dated : November 15, 1988 Recorded : May 31, 1989 Recorder' s Fee No. : 89-24472 In favor of : Department of Transportation, State of Oregon For : Slope, traffic control facilities, and temporary construction Affects Access Road No. 1, adjacent to Scholls Ferry Road. 28. An easement created by instrument, including the terms and provisions thereof, Dated : December 4, 1989 Recorded : November 15, 1990 Recorder' s Fee No. : 90-63000 In favor of : Portland General Electric Company For : Underground distribution line Location : Over a portion of Access Road No. I and Parcel IV 29. Non-exclusive Easement Agreement, including the terms and provisions thereof, Dated : September 30, 1993 Recorded : October 29, 1993 Recorder' s Fee No. : 93090210 Between : Washington Square, Inc. , a Washington corporation And : The May Department Stores Company, a New York corporation Affects Parcel I. 30. An easement created by instrument, including the terms and provisions thereof, Dated : September 8, 1993 Recorded : January 7, 1994 Recorder's Fee No. : 94002128 In favor of : Tualatin Valley Water District For : Fire hydrants, water lines, meters and appurtenances Affects Parcel I. 31. Restrictive covenants, including the terms and provisions thereof, to waive rights of remonstrance, Recorded : August 14, 1996 Recorder's Fee No. : 96072860 For : Street improvements Affects a portion of Parcel I. (Continued) SCHEDULE B, Page No. 8 Exceptions, Continued Order No.: 1231514w 32. An easement created by instrument, including the terms and provisions thereof, Dated : November 5, 1997 Recorded : November 19, 1997 Recorder's Fee No. : 97108988 In favor of : The Public For : Traffic control facilities Affects a portion of Parcel I, Access Road 7. 33. Rights or claims of the following parties in possession, as disclosed in the rent roll, as tenants only, with no rights of first refusal or options to purchase, as disclosed by Bargain and Sale Deed, Recorded : February 22, 1999 Recorder's Fee No. : 99021506 A. Abercrombie & Fitch B. Ashley Avery's Collectables C. Ann Taylor D. Bachrach E. Babbage's F. Banana Republic, Inc. G. Eddie Bauer H. Bath & Body Works I. Baskin Robins J. Trade Secrets K. Ben Bridge Jeweler L. Latitudes M. Bank of America N. The Bombay Company 0. Binyon's P. Brookstone 4- Garden Botanika R. Cache' S. California Closet Company T. Camelot Music U. Shoe Mill V. Casual Corner W_ Mark' s Hallmark Shop X. Christian Supply Center Y. Cinnabon/Zuka Juice Z. Coach AA. Colorado BB. Colorado Pen Co_ CC. Cool Temptations DD. Crabtree & Evelyn (Continued) SCHEDULE B, Page No. 9 Exceptions, Continued Order No.: 1231514w EE. B. Dalton Bookseller FF. Deck the Walls GG. The Disney Store HH. Newport Bay Restaurant II. Edo Japan The following affects tenant owned or leased fixtures only, Landlord's Lien Waiver, including the terms and provisions thereof, Recorded : August 18, 1995 Recorder's Fee No. : 95066260 Between : Washington Square, Inc. And : Edo Japan Development Corporation, a Washington corporation and First Interstate Bank of Oregon, N.A. JJ. Embassy Suites Hotel KK. Enzo Angiolini LL. Afterthoughts Boutique MM. Field of Dreams NN. Wells Fargo Bank 00. Day & Night Teller PP. Made in Oregon QQ. Footaction USA RR. Footlocker SS. Friedlander TT. The Gap DV. GapKids VV. Glamour Shots WW. J.K. Gill XX. Gymboree YY. Gyros Gyros ZZ. General Nutrition AAA. Hickory Farms BBB. Excalibur Cutlery & Gifts CCC. J. Riggings DDD. Just Sports BEE. K/B Toys FFF. Baby Gap GGG. Kelly's Cajun Grill HHH. Koala Blue III. Kobos Kitchen JJJ. Kits Cameras KKK. Kinney Shoes LLL. La Bottega Mamma MMM. La Rog Jewelers (Continued) SCHEDULE B, Page No. 10 Exceptions, Continued Order No.: 1231514w NNN. Lane Bryant 000. Lady Footlocker PPP. Lenscrafters QQQ. Lerner RRR. The Limited SSS. Liz Claiborne TTT. Mervyn's Also disclosed by: Unrecorded lease, including the terms and provisions thereof, Dated : May 24, 1973 Lessor : Washington Square, Inc. , a Washington corporation Lessee : AMFAC Merchandising Corporation, a California corporation Disclosed by Memorandum of Lease, Recorded : October 30, 1974 Book : 998 Page : 480 The lessee's interest in the above lease was assigned by numerous documents and by Assignment, Acceptance and Consent, including the terms and provisions thereof, Dated : June 1, 1979 Recorded : August 17, 1979 Recorder's Fee No. : 79033263 From : Marshall Field & Company To : Dayton-Hudson Corporation (Mervyn's Department Store) UUU. Macheesmo Mouse VVV. Mark' s Hallmark Shop WWW. McDonald's Restaurant Also disclosed by, Unrecorded lease, including the terms and provisions thereof, Dated : May 23, 1989 Lessor : Washington Square, Inc. , a Washington corporation Lessee : McDonald Corporation, a Delaware corporation As disclosed by Memorandum of Lease Recorded : February 7, 1990 Recorder' s Fee No. : 90-06400 XXX. Meier & Frank YYY. Monograms America ZZZ. Motherhood Maternity AAAA. The Museum Company BBBB. Natural Wonders CCCC. Naturalizer West DDDD. Nine West EEEE. Nordstrom (Continued) SCHEDULE B, Page No. 11 Exceptions, Continued Order No.: 1231514w Also disclosed by: Unrecorded lease, including the terms and provisions thereof, and such other matters, interest, or exceptions as may appear necessary upon examination of the original lease, Dated : May 14, 1993 Lessor : Washington Square, Inc. , a Washington corporation Lessee : Nordstrom, Inc. , a Washington corporation As disclosed by Memorandum of Lease Recorded : May 20, 1993 Recorder's Fee No. : 93039236 Subordination, Non-Disturbance and Attornment Agreement, including the terms and provisions thereof, Dated : February 10, 1999 Recorded : February 22, 1999 Recorder's Fee No_ : 99021513.2 By and between : Metropolitan Life Insurance Company, Nordstrom, Inc. , and PPR Washington Square LLC 1'FFF. Northern Reflections GGGG. The Tux Shop HBMH_ OMSI Science Retail Store ILII. Orange Julius JJJJ. Panda Express KKKK. The Paper Station LLLL. Petite Sophisticate MMMM. J.C. Penney As disclosed by, Lease, including the terms and provisions thereof, Dated : July 20, 1973 Recorded : July 19, 1973 Book : 936 Page : 321 Lessor : Washington Square, Inc. , a Washington corporation Lessee : J.C. Penney Company, Inc., a Delaware corporation Lease Amendment Agreement, Recorded : February 20, 1990 Recorder's Fee No. : 90-08130 (Continued) 1 SCHEDULE B, Page No. 12 Exceptions, Continued Order No.: 1231514w NNNN. Radio Shack 0000. Prints Plus PPPP. Rainier Roaster QQQQ. The Real Mother Goose RRRR. Regis Hairstylists SSSS. Rose's Deli & Bakery The following affect tenant owned or leased fixtures only: Financing Statement, Recorded : November 20, 2000 Recorder's Fee No. : 2000-093696 From : The Square Rose LLC To : Bank of America, N.A. TTTT. Sam Goody UUUU. The San Francisco Music Box Company VVVV. Sbarro's WWWW. Sears XXXX. See's Candies YYYY. Select Comfort ZZZZ. Shutterbug AAAAA. Silver Street BBBBB. Sizes Unlimited CCCCC. Sunglass Hut DDDDD. Starbucks Coffee EEEEE. Swim In FFFFF. Structures GGGGG. Stride Rite HHHHH. Sweet Factory IIIII. Suncoast Motion Picture Co. JJJJJ. Talbots KKKKK. Talbot's Petites LLLLL. Things Remembered MMMMM. The Tinder Box NNNNN. B.C. Ellicott 00000. Claire's PPPPP. Track'n Trail QQQQQ. Tri Met RRRRR. Victoria's Secret SSSSS. U-Bank TTTTT. Kay Jewelers UUUUU. Watch World International VVVVV. Warner Brothers Studio Store WWWWW. Wazwan XXXXX. Wishes and Dreams YYYYY. Zales Jewelers ZZZZZ. Bailey, Banks & Biddle 1110 (Continued) SCHEDULE B, Page No. 13 Exceptions, Continued Order No.: 1231514w ,// AAAAAA_ Zumiez BBBBBB. Beauty Secrets CCCCCC. Electronic Boutique DDDDDD. Gracie Homes, dba J. Crew EEEEEE. Helzburg Jewelers FFFFFF_ Imaginarium GGGGGG. Mr. Rags HHHHHH. Store of Knowledge IIIIII. Your Northwest 34. Deed of Trust, Security Agreement and Fixture Filing, to secure an indebtedness in the amount shown below, and any other obligations secured thereby, Dated : February 18, 1999 Recorded : February 22, 19999 Recorder's Fee No. : 99021509.3 Grantor : PPR Washington Square LLC Trustee : Transnation Title Insurance Company Beneficiary : Metropolitan Life Insurance Company Amount : $120,000,000.00 35. Assignment of Leases, including the terms and provisions thereof, Dated : February 18, 1999 Recorded : February 22, 1999 Recorder's Fee No. : 99021510 From : PPR Washington square LLC To : Metropolitan Life Insurance Company given as additional security to the Trust Deed Recorded : February 22, 1999 Recorder's Fee No. : 99021509.3 36. Financing Statement, Recorded : February 22, 1999 Recorder's Fee No. : 99021511 From : PPR Washington Square LLC To : Metropolitan Life Insurance Company 37. Terms, provisions and conditions, including, but not limited to, maintenance provisions, and a covenant to share the costs of maintenance, contained in Easement Agreement, Dated : October 26, 1999 Recorded : October 29, 1999 Recorder's Fee No. : 99-122267 (Continued) SCHEDULE B, Page No. 14 Exceptions, Continued Order No.: 1231514w 38. Access Road Agreement, including the terms and provisions thereof, Dated : May 2, 2001 Recorded : May 7, 2.001 Recorder's Fee No. : 2001042542 By and between : PPR Washington Square LLC, SFP-B Limited Partnership AND Les Schwab Tire Centers of Portland, Inc. , an Oregon corporation Affects Parcel I. 39. Unrecorded Easement, as disclosed by Water Line Easement, Recorded : November 26, 2001 Recorder's Fee No. : 2001-121304 And amended by instrument, Recorded : June 25, 2002 Recorder's Fee No. : 2002-072307 NOTE: We find no recorded grant of easement by PPR Washington Square LLC, for that portion of the easement which lies across Parcels I and IV herein. 40. Existing leases and tenancies, if any, and any interests that may appear upon examination of such leases. No examination has been made as to matters affecting lessee and tenants. NOTE 1: No search has been made or will be made for water, sewer, or storm drainage charges. Buyers should check with the appropriate City bureau or water/sewer district and obtain a final reading. Such charges are not adjusted in escrow. NOTE 2: The property described herein is subject to a Washington County Transfer Tax of $1.00 per thousand, based on consideration, payable on transfer of property. Failure to pay the tax or apply for an exemption shall result in a penalty equal to the amount of tax owed, plus possible criminal prosecution punishable by a fine of not more than $500.00. NOTE 3: A copy of the Articles of Organization and of the Operating Agreement of PPR Washington Square LLC, a Delaware limited liability company, any amendments thereto, and assignments of members' interests should be furnished to us prior to closing. Any conveyance or encumbrance must be executed by all the members unless otherwise provided for in the Articles of Organization. (Continued) SCHEDULE B, Page No. 1 5 Exceptions, Continued Order No.: 1231514w NOTE 4: Taxes paid in full for the year 2002-03, as follows: Levy Code 050.94 Amount Account No. Map No. Affects $3,394.02 R235588 1S126BC-00900 North part of Access Rd. 2 $2, 890.81 R235597 15126BC-01000 Parcel IV Levy Code 023.81 $1, 045.48 R236523 151260-00400 Parcel III Levy Code 050.94 $240,099.27 R2034755 151260-01112 Portion of Parcel I Levy Code 023.81 - Exemption - County-Government $0.00 R2049792 151260-02000 Levy Code 050.94 $680,578.94 R236596 15126C-01107 Portion of Parcel I $ 1,101.99 R236649 1S126C-01300 Portion of Access No. 2 $ 19,153.43 R236658 1S126C-01301 Portion of Parcel II $ 9,035.85 R236667 1S126C-01302 Portion of Parcel II $ 4,761.92 R1187432 1S126C-01303 Portion of Parcel II Amount Account No. Map No. Affects Levy Code 023.81 (Code Split) $100,316.73 R236587 15126-00300 Portion of Parcel I (Continued) SCHEDULE B, Page No. 16 Exceptions, Continued Order No.: 1231514w Amount Account No. Map No. Affects Levy Code 050.94 New Account - Code Split $ 38,621.44 R1299543 1S126CD-00300 Portion of Parcel I Levy Code 023.81 New Account - Code Split $ 99,947.74 R1299552 1S126CD-00300 Portion of Parcel I Levy Code 023.81 New Account $ 32,447.84 R1326924 1S126CA-00600 Portion of Parcel I $ 0.00 R2118336 1S126CD-00200 Formerly part of Tax Lot 402 $ 0.00 R2118340 1S126CA-00700 Formerly part of Tax Lot 1109 Levy Code 050.94 - New Account $ 0.00 R2118337 18126-00301 Portion of Parcel 1, Access Road No. 1 End of Report SD/mah Daniels 4613 CITY OF TIGARDRECERvEDII n Approved by tanning 5 n rg sN NOV042015 Date: Initials: LS eVgo Freedom Station CITY OF TIGARD PLANNING/ENGINEERING WASHINGTON SQUARE MALL SAI PROJECT#OR-252-15003 9597 SW WASHINGTON SQUARE RD o TIGARD,OR 97223 m s in PROJECT CONTACT LIST DRAWING INDEXE APPLICANT NRG.V9P FREEDOM STATION PROPERTY OWNER: MACERICH DWG NO. DESCRIPTION O '10 TITLE SHEET S 6301 PROFESSIONAL AL SIE 230 9591 SW WASHINGTON ION BOUARE RD G-1 A GENERAL NOTEDJ S 00 "•.1 LANDOVER.MD 90165 TIGARD.OR 97213 5.1.0 BOUNDARY PLAN - •. R.• PHONE1571)6534709 f . 52.0 ENLARGED SITE PLAN L.L y _ T. 8.3.0 CO.ISTRUCTION DETAILS 0 ` PROJECT MANAGER: LOC,INC. 8.31 CONSTRUCTION DETAILSE73SAI COMMUNICATIONS PROJECT ARCHITECT: NE 200TH$T.SUITE 100 AA.0 CONSTRUCTION DETAILS • PROJECT - ��• "• : 8108 BRACKEN PL SF C O TACT;l c.WA 98072 Ab 0 CONSTRUCTION DETAILS ' SNOGUOLM'E WA 58055 CONTACT:RICHARD B.HALL.ALA R,... . CONTACT-.MARC LAMOUtEUX PHONE.(425)806-1869 E-10 ONE-LINE DIAGRAM d ELECTRICAL DETAILS �.S PHONE (617)240.0000 FAX:(425)482-2590 ES.O ELECTRICAL SITE PLAN ..._. P�-I ._... j EMAA, ___, i :; P41cl.mour.9SE.unn.wn LDC ; "` LEGAL DESCRIPTION ""' 1,I�, TITLE NOT PROVIDED PROJECT ...,. DATE: D--15 JFI) ' CHECKED BY: RBI" REVISIONS k VICINITY MAP GENERAL LOCATION MAP NO-TO SCALL NO I TO SCULL PROJECT INFORMATION UTILITY COMPANIES ,7,..,...--:::::TCODE INFORMATION: POWER: . 0.1•K••,•.c,..•�..,,.n.. •. DRIVING DIRECTIONS ZONING CLASSIFICATION. MUC(MIX USED COMMERCIAL) PORTLAND GENERAL FROM PORT/AND INTERNATIONAL AIRPORT: BUILDING CODE: IRE 2012 ELECTRIC - CONSTRUCTION TYPE III PHONE.0800)542.8818 — • GET ON x.255 S FROM NE AIRPORT WAY • TURN RIGHT ONTO OR-217 N ISIGNS FOR TIGAROBEAVERTOM OCCUPANCY 6-2 -- HEAD NORTHWEST ON NE AIRPORT WAY • TAKE EXIT 5 FOR GREENBURO RD JURISDICTION CITY OF TIGARD KEEP LEFT TO STAY ON NE AIRPORT WAY • TURN RIGHT ONTO SW GREENBURG RD PROPOSED BUILDING USE:UNMANNED VEHICLE CHARGING STATION SNORT LEFT TO STAY ON NE AIRPORT WAY • TURN LEFT ONTO SW WASHINGTON SQUARE RD _ KEEP RIGHT TO 5707 ON P EARPORT WAY SITE LOCATION(NAD83): SCALE DISCLAIMER , ''.IwIA SIGHT RIGHT TO STAY ON/EAIRPORTWAY LAT'TWE 45'26'5O.32N (45.849611'/1)• DO NOT SCALE DRAWINGS.CONTRACTOR METVERIFY / / SLIGHT RIGHT ONTO THE INTERSTATE 206 S RAMP TO LONGITUDE 122'46'40 32•W (122.719611'WI ALL DIMENSIONS AND ADVISE CONSLAYANTS OF ANY �' 'N, INTERSTATE 64/PORTLAND/SALEM BASE OF STRUCTURE. 293.00'ANWL 0.0'AGL MERGE ONTO 42E6 S ERRORS AND OMISSIONS ALL PREVIOUS ISSUES OF THIS ova = ▪ TAKE EXIT 21B FOR Ido W/US 30 W TOWARD PORTLAND PROJECT AREA: DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION MERGE ONTO I.R4ISS.30 W 110 SF IPROPOSED) TAKE THE EXIT ON THE LEFT TOWARD BEAVERTON/SALEM MERGE ONTO IA S PROPRIETARY INFORMATION KEEP RIGHT AT THE FORK TO STAY ON 1.5 S.FOLLOW SIGNS FOR GENERAL INFORMATION: INTERSTATES 6/SALEM 1 TRAFFIC 11 UNAFFECTED THE INFORMATION CONTAINED IN THIS SET OF SITE TAKE EXIT 292 FOR OREGON 217 TOWARD KRUSE WAY/LAKE 2 510NAGE IS UNAFFECTED. CONSTRUCTION OR CLOSURE OTS IS PROPRIETARY TTHTB7 NATURE. ANYUES TR DISG.OSVIES IS ER ICILY ATWFITE WASHINGTONSQUAREI'LL • U6WEG0 RELATES TO NRG SERVICES 1$STRICTLY PROIBBITI:O. OR,252-15009 U PROJECT DESCRIPflON: 0191 SW WASHINGTON SO.RD APPROVAL I SIGN OFF NAG.V42 PROPOSES TO CONSTRICT AN UNNAMED ELECTRIC 1 3ARD OR.01223 ' VEHICLE CHARGING STATION FACKITY AS RETROFIT/REMODEL APPROVED IV I DATE SIGNATURE WITHIN AN EXISTING RETAIL PARKING LOT SHALL INCLUDE(2)27114900 SHEET TITRE • CONSTRUCTION MANAGER BTC°CFC UNITS,AND(1)12W2OBV SINGLE STC L2 CHARGE UNIT ------------- PROJECT LL411AGER - --- UTILIZING 15)PARKING SPACES,AND(21 FUTURE 2771460V BTE DCFC ,-.2 TILE SHEET N _ - ___ _ UNITS UTILIZING(41 PARKING SPACES rr�.Ayl•'VQ NRGEVGO n HOST GO 1 Wive.CJ.Eisler.1,RN SHEET NUYMER 1 REVIEWERS SHALL CLEARLY PLACE NITIALSADJACENT TO 1600-424 5555 EACH REDLINE NOTE AS DRAWINGS ARE RENO RENEW ED 110AITMAW T-1.0 .% *P\2**\_ ...\ra-.n v+-*.S.'.,.se.s.w�a...y.\c..n u.�\rvnro-n-oda r.,r,.., L..,.. soy. om. :m AR<oz°i '�$om" ono>o o�c„4.-: oa>H opo aoUc os>'"vngavn as y 1 F,15'. o", [[ ��55 == �F -AF n' o gmb E.ZZim - 5 cm �F!IP z b+ozmagi ombm m>ITi°ibP bni p n s ► 'a �� °� w n ryN pr In '+ p AY��1� � n+�4oy ZOf� O i�a"��;n m ITI Orr£"1m a_� n iSmmg o nia m5z P°"' o sm C n z- 2 mp $ pm g m mp0 z-MPci o,mm b" 04�S�p Ub[.��yy" rR�>n�_A �Un�t'f-+>-Oy�4p��D�In��w U°�y iOy�"Cai��Dy n>mm UAZ B ��xU 6 �m O 11°bF'Iny'mg io ianfir mr i''igi 't mra ,il aQAgn Gm- i zm"p mpq i4D,3 �z Fn'F',>l < mm ill m A l b rT T 0 �� a�� iYi�n�ag �a.rpa� _r � "o�H n n> $� z��o S �`��'" z ;_,.1714 £�m�o �° a�.� b mn° z tmo ay�i`" c,r �o' f Ac m;" 4rgFa n 80 i, 0 g a :111,;"illF a '"_ !' rgi pFT =m �"m�'��m �m'# bm moa ibF � �>:zn 7 Srz � C �a� rbvazr a o fm ill! 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It: \ PFtircL� ::::111•41.7.....10.414.... . cor� nw Z co O Foolet s I,9. ,f \s\s,I: FJ(IST,NG SPE ACCESS rvmat�wwm" BITE WASHINGTON SQUARE MICE OR.252-1S303 3 ts9T SW WASHINGTONRD50.RD T TIOARDOR.OR.RODS th SLRMYDOClAIMER 1 PROPERTY LINES AND STRUCTURES HAVE BEEN DIGITIZED FROM SHEET TITLE PREVIOUS PLAN SETS OR FROM ASSESSORS MAPS.LDC IAS NOT 1 COMPLETED A SITE SURVEY AND THEREFORE MAKES NO CLAIM AS BOUNDARY PUN N TO THE ACCURACY OF INFORMATION DFPICTFD ON THIS SHEET. __SHEET MUYiQi IBOUNDARY PLAN 1 A-1.O 22'334'SCALE I"=150' 1 1 FxIr SCALE.I--300' CONSTRUCTION PLAN KEYED NOTES 'exE 1 -' - -- _--- O PSTRAOPOSEDTOBA !7 epi CONCRETE S LAB FOR CHARGER 0®1 I®T F _1 OPROPOSED CONCRETE SLAB FOR UTILITY EOUIPMENT OA EXISTING PARKING LOT(TO REMAIN) gO PROPOSED ERG eVBo ETC L2 CHARGER(1 TOTAL)Ei O PROPOSED ERG eVBo ETC OCFC CHARGER(2 TOTAL).TO lig I W B PROPOSED GREEN PAINTED PARKING LINES AND DECAL(TYP). 0 SEE SITE NOTE 1 O . W C 11 PROPOSED 2EMT CONDUIT TO 8TC DCFC CHARGER O (2 TOTAL1 •B Tz� / N t®PROPOSED 2.0 EMT CONDUIT TO ETC U CHARGER(I TOTAL). - 3 C,n Elo- �� R/ 0 p 0 5 TOTALED NRG eVBo PARKING SIGNAGE(TYP 1 PER STALL.6111 O / / / / / / / 1®PROPOSED REMOVABLE BOLLARD,TYP(B TOTAL). N / / / / �, 0 , / / / / /, / 0 ` / ifir •Q„ PROPOSED NRG 100A MIIBAI.K ENCLOSURE00) L � ( / % _ % __ // - - / _ /' }"'Wj QA •1O© �4 •' QA OPROPOSED NRGNVBPJU.SKVATRAl15FORMEAMDWTEU LDC MP.r / / / = _-� / \�ti _ 1'4' NEAR MILBANK ENCLOSURE Meow) _ / q / /1 n i i.- - .. 1 PROPOSED ELEGTSICAL SERVICE ORIGINATING FROM A (; 4 KI EXISTING PGE iRAE6F N AER uy m j ^ /FUTURE Q/ / r DATE 104-15 % % % i fes ( Q' ®PROPOSED NRG CT METER BASE DRAWN BY: JR) / // // / /; `\ � I\ 1 Q Q• 2Q PROPOSED NRG CURRENT TRANSFORMER(CT)CANISTER CHECKED BY: REM /© 0• A,4, BO REVISIONS ow Amv 0411:011n1. Er FMK. 2'' EXISTING PARKING wwe...,.[nmts STRIPS TO BE REMOVED - /W' 7F4 . , \\\\\\\\\ \\\\\\\\\s\\\', 4 0•SITE NOTES ant 1 TI£METAL FACE AND TOP OF CURB FOR EACH DESIGNATED eVBo WASHINGTON SOWRE MAIJ. PARKING SPACE AND ADDITIONAL PARKING STRIPS TO RE PAINTED OR-252-15003 3 GREEN,SEE SPECS ON SHEET NA-5 0. l D597 SW WASHINGTON SO.RD G.ALL NEW AREA AROUND STRIPPING MUST BE SEAL COATED TIOARD OR,97723 SHEET WILE NOTE 555 B ow w. ENLA O D SITEPLAN 8p0�� 2F SEE ELECTRICAL SHEETS FOR CONDUIT 1-� 2 44 ]ETALS laBIA G`L�eo�wn�n yew I lalou0 INSET NUMBER ENLARGED SITE PLAN i I 2Ya3/•SCALE.1,'r=r0' 111',1)'SCALE.1:16'.1'a' A-2'0 PROMISED SINGLE MLUVTEO ETC L2 c HARGLR HINGED EXTERIOR DOOR PIIII Tff BOLLARD MP) PROPOSED MEANS PROVIDED TO REMOVABLE III )I.D W OPEN POSITION I { Iti ..............� lA A PADLOCK BRACKET 4 EXTENDS THROUGH mat CONCRETE ISLAND WITH FOR secuRmr • ®BTANLESS STEEL TRIM e 0 1i _ -� . 1', . i II , cril Eo �'� 312E t .h 1 1 aa'' I: 1 I h L_ LJ` :L.-1 I I � TO BE POURED IN SEPARATE TUBER 1 V N 1 I I FROUND I I FORM 400A MILBANK ENCLOSURE DETAIL 5 NOT USED 4 ELEVATION LDC `•a••..••• 1 22Y34SCALE:3/4 •-C.11 11N1rSCALE.3/8'.IP* I .3YII'SCALL IIIS I I1.•/-SCA_I_NIS Ablator* BTL 12 CHARGING UNIT �.•r �`� DATE 10.6-15 IT1:I?CHARGER DRAWN BY: JET 1013/1Mf 3IN[:LE 110 G IAL UNT i �� !' CHECKED BY RAH P REVISIONS 7YP Ill I ..uv MY cwn+sv MN' L U BTC L2 CHARGER PROPOSED SINGLEIM —�- -+ MOUNTING PLATE 6 172' y �, -, MOUNTED BTO L2 CIMRGFR PROM E f PROPOSED Nan 10. Ra M66 POET UP �1.a�. HIAO.'BLE BOLI PRDAI7Y� ,II //��, MOUNTING PLATE .'- 47 1 NO* •w o rry •I �� — TYP 30'ROUND MANUFACTURER:ETC 12Il FORM M .L'TED P SITE WEIGHT ti 62 LBS(UNR1 i I MOUNTING AND FIXTURE ASSEMBLY IAN WASHINGTON SQUARE L9TLE MOUNTIDIMENS10N.9'.1D7041A FOR DE• PER NRO WOO STANDARDS OR-152-15003 MOUNTING-SEE 2/A3.0 FOR DETAILS • 9597 SW WASHINGTON 50 RD TGARD OR,97223 • S� __ SHEET TIRE ELEVATION SHEET NUMBER • BTC L2 CHARGER DETAIL 3 BTC L2 CHARGER MOUNTING DETAIL 2 BTC L2 CHARGER STATION FOUNDATION LAYOUT A-3.0 J I 22-134 SCALE'1-I/Z•1'-1 I 11..17'SCALE.3/4.,.n' I 22'.34.SCALE.374•1y0" l 14.17'SCALE.301'•1 0' I 22'.34 SCALE-3I4•r.v I I'''.17'SL LE Jr,=1, 11111 PROPOSED EAST CHARGER I skill: • v • PROPOSED 11111 I REMOVABLE BOLLARD ITVP1— FM11 6 all .., il _" i-i 1 ,... S.CONCRETE ISLAND E__ WITH STAINLESS ll aa`` O C. _�I STEEL TRIM -d' C fT, fT� 0 iimmilimmINIIIH iii ;i:VL__J 8, ELEVATION m TO SE POURED MOUE MONOLITHIC POUR NOT USED 3 LDC `::.w. _1',34.SCALE.N.I.S ' 11','r SCA-E I.I a ,,,,,,,,,,�,,,�,,, ,A, MANUFAGTUNER:BTC POWER ..sr .......l.“.., �A% O. MODEL EVFCW4 p.s• WEIGHT:9W IAS DIMENSIONS:4BP73.11.421Y DATE 106-15 E MOUNTING:PER • MANUFACTURER IAA11.1LL a+DRAWN eY o�verw JF n PROPOSED C-IECKED BY RON t FAST 4300" CHARGER REVISIONS n 1 - Oi e All , M �` _51Y10' :.:::1,...••••=1:51•41.nn d ITJ � . TVP — d ,• S'RADIUS � 44.1 _ -_— - rit. • { Ffitl S-CONCRETE IMAM:MTH ESS . ,� ./ d ......0 � aTEELBTTAiTMi /a H1 .n 9 fSI + 0 -4 & PROPOSED .vodv BOLLARD INT11431 a e F yve \ 11\4I PI / PLAN 5 WASHINGTON SWMREMWLL •. I 05452-16003 d r--J t'—' ♦ 9597 SW WASHINGTON SO.RD R 33,67- 1 TONED OR.97723 FRONT 4.0 ____SHEET TOTE CONSTRUCTION DETAILS R 7. _ SHEET NUMBER 21,34-SCALE BTC DCFC UNIT DETAIL 2 BTC DCFC UNIT SLAB LAYOUT .1A-3.1 .3M•1'4' I 1'.',17•SCALE.319--1'-U I Er•Im SCALE Y4--I'.0- 1 11-K I)-SCALE:319'.1'47 10'TOTAL ELM TIaCKAEOB 0 TOTALSIAE COMPRESSIBLE THICKNESS Ini; JOINT FELER ITRPI b PROPOSED w 0 t2'O.C. �_GRADE7 411 REMOVABLE E .SPINET EW •'••• BOLLARD(TRP) TYP NY ROUND 4111111 CENTESLABD ED PTH TOP FORM SW DEPTH AatE MPS EW TDP \ J un Ilk MINI a BOTTOM ro7+6 ERT_. bPROPOSEDI Ll ■ rIIIIIIIIIIIFre aoiuLRRemo� rtvPt \` 0 As _ . ,,,,.. TW PROPOSED BTC 12 CHARGER O PLAN MOUNTING PLATE® 0 CO (4)172'0 MAPSON w STRONG-TIE STRONG 6 BOLT 2 EXPANSION PROPOSED SINGLE L2 ANCHORS WYE CHARGER E le • 0 L EMBEDMENT.(E MW ali-gyp ANCHOR SPACING)_.j SM 0) 10 MIN.COMPACTED FROST-FREE ORAV0.FILL j -I LL 1! 30 ROUND FORM I 0 C CD / Si51.FI RIDE SEE PLAN FIR DETAILS '� N 12"MIN.COMPACTED FROST-FREE GRAVEL FILL I SLAB SECTION 5 SLAB SECTION 4 FOUNDATION PLAN-BTC 12 CHARGER 3 LDC .1.4.40111, 22'44'SCALE.2'•1'-0' i ++'417•SCALE.1'•1'L• 2273'SCALE 2.•1'-0' 11'x17'SCALE.1••1.0' 22.0,SCALE.]4'.1•-0' 11•417^SCALE.1S"•1'-0" .•..,,m..+..w eeKm.+ Avwl 6 n,.. .......<.� mal DATE 15-S-15 , , i DRAWN ET JR) lE.A? DEW' 22.15' 22.IM7 CHECKED BV'. RSH b B� REVISIONS ry yr re r F -- , ........ y} PROPOSED 773 KVA _ a TRANSFORMER O, I O f. ow r. 'IL LWL. J E RADK16ITYP7 0 (-, GJ PROPOSED 400A NLBANL ENCLOSURE REFERENCE CUT 51,SHEET FOR ANCHOR BOLT SIZE ANDPATTERN PROPOSED ETC WASHING ION SOSR MALL OR-262-15J03 DCFC LMR R STEEL ISLAND FORM(TM PROPOSED DCFC(M MOUNTING IgLFe 9597 SW WASHINGTON$O RD l SIDES AROUND WWEAND) 1770 STUD WELD BASE LMT LOCATIONS T:ARD OR.97223 A TO AEW PLATE(6 RACES) iSHEET TRIM CONSTRUCTION DETAILS e SMUT MAMMA 1 FOUNDATION PLAN-UTILITY SLAB 2 SLAB PLAN-BTC DCFC CHARGER A-4.0 21'x1'SCALE „ n- t".17'SCALE 1B'•1'd I 2211•SCALE:S4•.1,0‘. 11•x1 r SCALE:316.•2.0 ISEE PLAN f SIGNAGE NOTE'. SPECIFICATIONS. 7 i- -TO BE PLACED AT HEAD OF PARKING STALL PAINT MASPE ERER'GRANGER MOUNTED ON EXISTING BUILDING PER CONTRACTOR TYPE TRAFFIC MARKING PAINT ELECTRIC wwwwwwwwr \ BASE TYPE urEx ACRYLICELECTRIC COLOR GREEN 4tl' I PARKING 4111 ITEM R SOARS51 ONLY moDEL 19I CATALOG PA211507 ] E L E CTR I C- coLDR-. WHITE `-8'HIGH LETTERS \ --s ..rte- ITEM X 1 VEHICLE WHITE SD15I1111 I PAINTED J • MP5C31i1507 BETWEEN WORDS ELECTRIC CATALOG PAGE t169] ; TAFSARD NOTES. CHARGING GOTVEHICLE COVERAGE 420 LINEAR FT/GAL(4' - 6'WIDE PARKING STRIP TYT ! ONLY + LINES PAINED PARKING DRY TIME 1 HR. ARY TIME TACK 5 MIN APPLICATION TEMPP440 TO KY F v/ ONLY APPLICATION METHOD AIRLESS OR •'- C CONVENTIONAL STRIPING MACHINE PARING PERMITTED ONLY 0 SURFACE ASPHIALT,CONGRFTF, WMA&CHARGING VRHICLE. SEALEOAT.BRICK.GRASS.RESTRIPEfO DECAL DETAIL PAINT LINES �� PAINTED WHITE ALL OTHER VLIUCLLS$UBJLCT r• 6 EXPOSURE CONDITIONS MILD TO TO TOW AT OWNER'S EXPENSE. MODERATE = GREEN DELHI E S ANDARN SV'P-1052E TYPE,I �BALKGROUNp _ =OR USE WITH MFR N0.248861, / r...rF.>> .a....u•. nrg 248862.248866.98 472 •••••....110,44)...3 CVgJ La N .,_l 4r C CM a] TYP PARKING SPACE DETAIL 6 ELECTRIC VEHICLE PARKING SIGN DETAIL 4 LDC `"'...- I 22'734'SCALE.v0=1-E I II',I r SCALE.1/4•-VT I 221,34'SCALE NTS I 11-,1 r SCALE N T s A.rv.r '21090'WI6'E ....•......Lx., ....-, STANDARD PLASTIC BOLLARD COVER BY ALUMINUM 11? REMOVABLE SAI PARKING 51DN ATMA( BIALK TOP CAP— FRONT AND BITYPI -{ _ DATE 10-6-15\� tl' -1 DRAWN BY: JET) & 4'6C4b GALL/ -_- 1]ItE'(TSPI 12)2'X5/16'THEFT UTA iIP1 CHECKED BY. RBH PIPE AIR'O D--� RESISTANT NUT AND ttP R 3/tl' BOLT(ttP OF FACHI REVISIONS THE SINGLE 2•,2',II4'TAB W/(1)6'16' Aft THE MIN HEIGHT OF w DA 11 DESCPY.0•1 . HOLE OFFSET FOR ACCESS TO ty16'ITVP) THE BOTTOM LOWEST __ E INSTALL SECURITY BOLT TAB TO , SIGN SHALL 0E 6'-0' y16► �•n..r cw.wc.w T�^ BE FLUSH WITH TOP OF SLEEVE - .. 'P ® AS54%4X1/4 b -- - _- TWO COURSES Of POST WITH GREEN • BRIMNOUS PAVEMENT SLOPE TOP OF PIER _ BAKED ON EIN EL Li' !2)R I/4E:TA V-10' TO MATCH EXISTING REFER TO DETAIL BOLTED TOGETHER- E 1'CROWN IEAJ 0 FOR d9 GRADE _ ANLY!OMGE T'PI 'd)1i4•PEMAIEAZI SS Ry 5'SCA 80 SLEEVE WI BOLTS W OVERSIZED HOLES WELDED BOTTOM BREAK AWAY WI FENDER WASHERS FOR WELDED DOWEL REST le POST 1'MW BREAKAWAY �-4V . 3 I'STEEL NPT COUPLER / �•� WELDED TO THE BASE T e•\I - / PLATE OF SLEEVE ALL EXPOSED 5 EEL TG BE PIER PER DRAWINGS `! HOT-0IPPED GALVANIZED 350NP.5.l PC 611E I E PVC DRAIN ® ® CONCRETE.BASE- I -- rWASHINGTON SOUARE MALL OR-252-15003 B 2 CUBIC FOOT DRAIN ETC L2 CHARGER ASS 40461/4 I + 8597 SW WASHINGTON SO.RD ' //-ROCK S WMP POST UP(SEE CUT POST I TIGARD OR.07223 P. I- , / SHEETS FOR DETAILS)I Ili-/ SHEET TITLE L__J U CONSTRUCTION DETAILS s }1'�L 7 MN SHEET MAW • I REMOVABLE BOLLARD DETAIL BTC L2 CHARGER ANCHOR DETAIL SIGN MOUNTING DETAIL I 22',34.SCALE'.1 1,2'.I-El 11 11"SCALE 3 4'=I O' 22'>J4-SGALE 8'•"-U 11'511'SCALE'.0.1 0 I 20,34'SCALE'.374'•"-S I I','T SCALE.318'.1.0 A-5.0 • r-/ 'CONDUITSNAD /-CT METER E00 30 CL IN LALA WIN) IT fEH WGIALIED LOAD CALCULATION TRANSFOVORMPEERM BTC DCFC CHARGER =50000 VA ON '� BIC DCFC CHARGER =50,000 VA (1)BTC L2 CHARGER •6,600 VA T ►, COMMUNICATIONS POLE =1,000 VA SUBTOTAL •107.1100 VA 600A CT CAN`." (4)03'0 AND 111N4 GAD IN 1 041114 25%OF LM. _ •25,800 VA 213 CONDUIT TOTAL 134,500 VA IP I AMPS(NOV,3PH) 162A - 400A MILBANK ENCLOSURE(WALL MOUNTED NEAR CHARGERS) ❑ R PHASE MONITORING RELAY (1)3•CONDUITS WI © 3P 120 VAC BOA CLOSED (2)6000/EA I--I CONTRACTOR Y PILOT RELAY(NDC TO 200A OP BREAKER 120VAC) 0 200A,277/460V.SPH,4W ®MANUFALTUi RE DOOR CONTRACTOR BY 404 4M 4pA TTT4pA 1455 11 2M pA 15A 1SA 150A 100A 100A 100A 1❑ 0-310{NEXT TO ROUTER �2P \2P IP IP 1Pj)1P IP 2P 3P 7P �-N Q ��IILL(( / = CONTRACTOR SHALL EXTEND ry0+ 04 ._ R.145 CABLES IL 16 FROM DEVICES AND CONDUIT SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE P Q GROUNDING PER NEC NEC m5 Cl) • CONNECT N THE • 250.66 MINMUM(1)M CND CONNECT ATNNNS TOWER l 0410E III f COPPER TIED TO UFER AND E FOR A COMPLETE SYSTEM (1)2'0 CONLRIT(SEE ' GROUND ROD �� VERTICAL HORIZONTALOT L D3 8 PAIR 82MWt3G TWISTED CONDUIT TRANSITION NOTE) TO N —WIRE SHIELDED CARLE © BIC DCFC (II 2.0 CONDUIT(SEE (� t3)tiro AND BTCTo VERTICIL TO NOR CLONTAL LL V CUSTOMER METER LOCATION ., CONDUIT TRANSITION NOTE) Q TO 152 0541) 1. NOTE.FINAL COMMUNICATIONS RTC L2 IN � TO BE COORDINATED BY OWNER CHARGER 31 510/A 480.240/120V 12)00 AGILD MID N _-. -.- - XFMR DELTA-WYE 11108 GNDN2'C ROUNDING PER NEC 250.66 MNMUM it)Duo ONE-LINE DIAGRAM 4 LDC ...... I 22•.34•SCALE'.N.T.S. 11•.1 r SCALE.N.T.S. OHtiIXIR 4M.a ''',..I.11:11" wAN • GENERAL ELECTRICAL SITE NOTES: DATE: 10-6-IS 1 SUBCONTRACTOR t O COORENNATE WTH DEVELOPER ON INSTALLATION SEOUENC NG FOR DRAWN BY: ,IFC ELECTRICAL TIE.N TO SWIG HGEAR SITE TO FEET CHECKED EIV RBH THE REOUTAE MENTI OF THE LOCAL UTLITY. v EX RIGID DEEP CONDUIT SHALL REUSED FREDUIRED SURFACE CTS REVISIONS 3 RN'LOCAL CODE ANOIOR INSPECTOR.OTHERWISE CONTRACTOR SHALL REFER TO VERTCAL H HORIZONTAL CONDUIT TRANSITION NOTE. 2'{/' —_ MAGNETO r TRENCH J DEDICATED SEPARATE CONDUITS PERCHAAGNG NARNWELTAPI_ ——- --- ;1 STATION. AI.UI /H//UIVUVVVV 045505. — -_. J4 NO T.CONNECTIONS 4ILn UNEXCAVATED AREA N COMPACTED FILL R- PER UTILITY CO REG/ _ VERTICAL 6 HORIZONTAL CONDUIT SEE ONE LNE FOR /I. " •fP / TRANSITION NOTE: CONDUIT SIZES OR CONDUIT SIZES MI 01111111100011' t)EA PER CHARGING STA/ION VERT CAL 20 RIGID SAND FILL CONDUIT FROM MILBANK ENCLOSURE TO Sr ROD COUPLING PVC CONNECTOR TRANSITIONHG TO HORIZONTAL 2'0 SC HED 40 PVC CONDUIT TO PONT OF _ CHARGING STATION TRANSITIONNG BACK TO dITE VERTICAL 2.0 RIGID CONDUIT FROMM'RICO CO'UPL NG PVC CONNFC TC?IC CIARGNO STA TKD\. �. WASHING0-25 SQUARE MALL + . JURISDICTION MAY REOOIRE DIRECTIONAL BORING OF TRENCH FOR OR.25OR-252-15003 3 • CONDUITS•CONSULT MTH JURIODCTKDN. 8597 SW IGARD WASHINGTON 50.RD ARD OOR..81123 R'GID CONDUIT SHALL BE INSPECTOR. REQUIRE]BY LOCAL CODE ARDOR CONDUIT SPECTOR.OTNERW ISE CONTRACTOR SHALL USE PVC CONDUI I SHEET TTTLE ONE-LINE DIAGRAM &ELECTRICAL DETAILS. SHEET WEISER I ELECTRICAL NOTES 3NOT USED 2 ELEC/TELCO TRENCH DETAIL 1 E-1.0 a I 22.04•SCALE.N.T3 I 1•'.1rSCALE NTS I 22-x.34•SCALE N.,-S. I 11%17'SCALE NTS I zr:34'SCALE,vz••1•0" I WO/'SCALE It.^u. r j11-/ 11111 (2)06 AWO AND(1)ES ONE IN 2`0 CONDUIT TO N ETC lR CHARGING STATIOSE BURIEDWrIRIN RORALNDTRENCHISNEAL& HORIZONTAL CONDUIT TRANSITION NOTE) (1)2'0 CONDUIT FROM NRG ISDA MILSANK a ENCLOSURE TO PROPOSED HANDHOLE I WITH PULL STRING FOR FUTURE BTC (I)DEDICATED 2'0 CONDUIT PER DCFC STATIONS(SEE VERTICAL S CHARGING STATION,TYP(SEE VERTICAL E HORIZONTAL CONDUIT TRANSITION NOTE) HORIZONTAL CONDUIT TRANSITION NOTE)- CONTRACTOR SHALL CALL FOR (2)FUTURE (2)STC (1)SINGLE LOCATES PRIOR TO TRENCHING BTC DCFC UNIT DCFC UNIT BTC L2 CHARGER PROPOSED TIANDIDLE EMBEDDED J j 1 O 9 �O 7 TRANSFORMER POE MOUNTS) IN ASPHALT FOR PETERS USE At, /1 , � � of TRAIMFOMER lir".r Air all A! 6' D, j AAPPROX]e' U- a3 `L APPOEM I .07.....d. ; _ --% 1 ./7".' : rin • • . , . LDCWO s li APPROX./ED' \�-4• r��t� L _ GATE: 108.15 • DRAWN BY: JFG CHECKED BY: Ti] (3I 1/3/0 AWO AND MONO N STD PROPOSED3T.5KVANO- (I)SEPARATE RURAL!EL.RUNS WI CONDUIT TO ETC DCFC STATION 42D/240V TRANSFORMER- REVISIONS (2)ADO CU WITHIN EA VE CONDUIT I BURIED WITH INUNDERGROUNDDELTA-WIT (SEE VERTICAL 8 HORIZONTAL TRENCH(SEE VERTICAL S HORIZONTAL CONDUIT TRANSITION NOTE, CONDUIT TRANSITION NOTEI-- -- -- PROPOSED NRO IOOA `"- T MILRANK ENCLOSURE , 10 `11.•w.C°YOWL.N O GENERAL ELECTRICAL SITE NOTES: SUBCONTRACTOR TO COORD NATE WITH DEVELOPER ON PROPOSED CTCAN INSTALLATION SEQUENCING FOR ELECTRCAL TE H/TO SWITCHGEAR SITE TO MEET THE REQUIREMENTS OF THE LOCAL PROPOSED CT METER UTILITY. RIGID DEEP CONDUIT SHALL BE USED F REOUPED BY LOCAL ew COOS ANODE NSPECTOR OTHERWISE CONTRACTOR SHALL REFER TOYER nem.SIKMO'ONTAL CONDUIT TRANSCON NOT- ' O /,. // 3 DEDICATED SEPARATE CONDUITS PER CHARGNG STATION 4/7� MO O.0111.11011 S NOT CONFECTIONS. -1. 511E z VERTICAL 8 HORIZONTAL CONDUIT WASHINGTON SQUARE MALL OROSQU 7 d TRANSITION NOTE R (1I EA PER CHARGING STATION VERTC AL 2.0 RIGID CONDUIT MOM2597$WWRD T.GARD OOR.R.91722] 2Sp 9RD u,-BA MK ENC_OSURE TG 90'RNID COUPLNG PVC CONNECTOR TRANSITIONING TO HORIZONTAL70SCHED AO PVC CONDUIT TO Y 2' PONT OF CHARGING S TA IRANSITONNO BACK TOVERTCAL .. SHEET TIRE i 2'0 RIGID CONDUIT FROM 90'RIGIDCOUPLNO P/C CONNECTOR ,e11 G�/S� SDI.NHr_xwPpp - ELECTRICAL SITE PLAN F TO CIIARGINGSTATDN 1-800-332-2344 S �IN�jaCnal:.c�- SHEET NUMBER 1 ELECTRICAL SITE PLAN-PARKING LOT 1 E-2.0 I Z2-x34 E.1' SCALE. I 11-x1 T P SCALE -10 RECE \/ED 11/02/15 NOV 0 4 2015 CITY OF TIGARD City of Tigard PLANNING/ENGINEERING Community Development 13125 SW Hall Blvd. Tigard,Oregon 97223 RE: NRG eVgo Freedom Station installation at Washington Square Mall Dear Community Development Staff, Thank you for you review of the proposed installation of the electrical vehicle charging station located at 9597 Washington Square Rd in the City of Tigard. The proposal entails the installation and operation of an unmanned electric vehicle charging station consisting of locating(2) BTC DCFC units and(1)Single BTC Level 2 charger utilizing (5)existing parking spaces to be restriped ao€14)-1-titor-e4TC-DCPC-Ai tss i ti zip(" istingpafking-spaces that acc-te-b roctriped. Please find below the applicant statement for compliance with TDC 18.360.050.B.1-11. Evaluation Criteria 1. No increase in dwelling unit density of lot coverage for residential development is proposed. 2. No change in the ratio or number of different types of dwelling units is proposed. 3. No change in the number of parking spaces is proposed 4. No changes to the structures are proposed. 5. No increase in the height of any structures are proposed 6. The accessways and parking areas are to remain the same.The proposal offers parking for electrical vehicles that are already utilizing the parking lot at the Washington Square Mall. 7. No increase in vehicles per day is anticipated as existing customers already parking and shopping at the mall are anticipated to utilize the new electric vehicle charging stations. 8. No increase in the floor area is proposed. 9. No Change to the common open space is proposed. 10. (a). No Change to the recreational facilities is proposed. (b). No change to the existing screening is proposed. (c). No change to the existing landscaping is proposed. 11. No change to the existing conditions are proposed as part of this proposal. Thank you for your review of the attached application if you have any questions please feel free to contact me anytime. Tom Spaulding Greenlinks Consulting 650.380.3140 tom@greenlinksconsulting.com I CITY OF TIGARD II .,� Approved by Planning NOV 0 4 2015 ►' Date: ////0/ n rg 94 CITY OF TIGARD Initials: Lc PLANNING/ENGINEERING eVgo Freedom Station NIP I _v WASHINGTON SQUARE MALL SAI PROJECT # OR-252-15003 9597 SW WASHINGTON SQUARE RD o TIGARD, OR 97223 as ® 3s u) . PROJECT CONTACT LIST DRAWING INDEX APPLICANT: PROPERTY OWNER: DWG NO. DESCRIPTION al O 1 NRG eVgo FREEDOM STATION MACERICH T-1.0 TITLE SHEET 8301 PROFESSIONAL PL.STE 230 9597 SW WASHINGTON SQUARE RD G-1.0 GENERAL NOTES a) Yr( LANDOVER,MD 90785 TIGARD,OR 97223 A-1.0 BOUNDARY PLAN LL PHONE: 671 659-4709 A- ( ) 2.0 ENLARGED SITE PLAN i . ... PROJECT ARCHITECT: A-3.0 CONSTRUCTION DETAILS 0 PROJECT MANAGER: LDC,INC. A-3.1 CONSTRUCTION DETAILS CD SAI COMMUNICATIONS 14201 NE 200TH ST,SUITE 100 C >' A-4.0 CONSTRUCTION DETAILS 8108 BRACKEN PL SE WOODINVILLE,WA 98072CD �+�+ PROJECT A-5.0 CONSTRUCTION DETAILS Q SNOQUALMIE,WA 98065 CONTACT: RICHARD B.HALL,AIA E-1.0 ONE-LINE DIAGRAM&ELECTRICAL DETAILS CONTACT: MARC LAMOUREUX PHONE: (425)806-1869 ' E-2.0 ELECTRICAL SITE PLAN PHONE: (617)240-0000 FAX: (425)482-2893 .� Pertlani EMAIL: Ha.;'=.• maralamoureux@saicomm.com Architectural 1r}�, ' ,� En +� LDC Qn•e11rI s so-uaturel 3 IHII.e61HLm1141HCu01n Survy frn+ln •.-.w.. 14201 NE 200tH SI.•100 PH 421.6061869 L• WDOOnNIe,WA 98012 Fa.425 4822893 S. 4i • LEGAL DESCRIPTION rww LDCraIp Ca, oPROJECT TITLE NOT PROVIDED DATE. 10-6-15 DRAWN BY: JFO CHECKED BY: RBH REVISIONS s VICINITY MAP GENERAL LOCATION MAP REV DATE DESCRIPTION 137 E. NOT TO SCALE NOT TO SCALE PROJECT INFORMATION UTILITY COMPANIES 1 108-16 PRE1AANARY CONSTRUCTON RBH 2 1012.15 REvISEO PREWA CENE1RIC110N RBH a DRIVING DIRECTIONS CODE INFORMATION: POWER: `3 10-1916PWLCONSTRUC1IDN 18e•1 ZONING CLASSIFICATION: MUC(MIX USED COMMERCIAL) PORTLAND GENERAL iii FROM PORTLAND INTERNATIONAL AIRPORT: BUILDING CODE: IBC 2012 ELECTRIC c CONSTRUCTION TYPE: IIB PHONE.(800)542-8818 --- — S • GET ON 1-205 S FROM NE AIRPORT WAY • TURN RIGHT ONTO OR-217 N(SIGNS FOR TIGARDBEAVERTON) OCCUPANCY S-2 --- • HEAD NORTHWEST ON NE AIRPORT WAY • TAKE EXIT 5 FOR GREENBURG RD JURISDICTION: CITY OF TIGARD i • KEEP LEFT TO STAY ON NE AIRPORT WAY • TURN RIGHT ONTO SW GREENBURG RD PROPOSED BUILDING USE: UNMANNED VEHICLE CHARGING STATION SLIGHT LEFT TO STAY ON NE AIRPORT WAY • TURN LEFT ONTO SW WASHINGTON SQUARE RD • KEEP RIGHT TO STAY ON NE AIRPORT WAY SITE LOCATION(NAD83): SCALE DISCLAIMER 8828 SLIGHT RIGHT TO STAY ON NE AIRPORT WAY LATITUDE: 45°26'59.3T N (45.449811°N) / 4 DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY • • SLIGHT RIGHT ONTO THE INTERSTATE 205 S RAMP TO LONGITUDE: 122°46'47.3T.W (122.779811°W �•.9 A INTERSTATE 84/PORTLAND/SALEM BASE OF STRUCTURE: 293.00'AMSL 0.0'AGL ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY �� •. 8 • MERGE ONTO 1-205 S ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS �� TAKE EXIT 21B FOR 1-84 W/US-30 W TOWARD PORTLAND PROJECT AREA: DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. • MERGE ONTO I-84/U.S.30 W 770 SF(PROPOSED) i • TAKE THE EXIT ON THE LEFT TOWARD BEAVERTON/SALEM a • MERGE ONTO 1-5 S PROPRIETARY INFORMATION • KEEP RIGHT AT THE FORK TO STAY ON 1-5 S.FOLLOW SIGNS FOR GENERAL INFORMATION: THE INFORMATION CONTAINED IN THIS SET OF SITE • INTERSTATE 5 S/SALEM 1 TRAFFIC IS UNAFFECTED. CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE TAKE EXIT 292 FOR OREGON 217 TOWARD KRUSE WAY/LAKE 2. SIGNAGE IS UNAFFECTED.OSWEGO ANY USE OR DISCLOSURE OTHER THAN THAT WHICH WASHINGTON SQUARE MALL RELATES TO NRG SERVICES IS STRICTLY PROHIBITED. OR-252-15003 PROJECT DESCRIPTION: 9597 SW WASHINGTON SQ.RD APPROVAL/SIGN OFF NRG eVgo PROPOSES TO CONSTRUCT AN UNMANNED ELECTRIC TIGARD OR,97223 . VEHICLE CHARGING STATION FACILITY ASA RETROFIT/REMODEL APPROVED BY DATE SIGNATURE WITHIN AN EXISTING RETAIL PARKING LOT SHALL INCLUDE(2)277/480V CONSTRUCTION MANAGER BTC DCFC UNITS.AND(1)120/208V SINGLE BTC L2 CHARGE UNIT SHEET TITLE UTILIZING(5)PARKING SPACES.AND(2)FUTURE 277/480V BTC DCFC 1L.. .-- — TITLE SHEET PROJECT MANAGER UNITS UTILIZING(4)PARKING SPACES. -6. NRG EVGO HOST Cel 2 Wine=Days Nacre You Oto SHEET NUMBER 1-800-424-5555 -`� REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO Utilise�Afund cation Center T-1 .0 I, EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED 1. GENERAL NOTES 2.7. REINFORCING STEEL SHALL CONFORM TO ASTM A615,GRADE 60 EXCEPT AS SHOWN AND DETAILED ON ARCHITECTURAL DRAWINGS. 4. LEGEND AND SYMBOLS 1.1. FOR THE PURPOSE OF CONSTRUCTION DRAWING. THE FOLLOWING UNLESS NOTED OTHERWISE. 34. CONNECTIONS: CHAIN LINK FENCE X X DEFINITIONS SHALL APPLY: 2.8. TIE ALL REINFORCING STEEL&EMBEDMENTS SECURELY IN PLACE 3.4.a. ALL WELDING SHALL BE DONE BY A CERTIFIED WELDER USING CEDAR FENCE a 1.1.a. GENERAL CONTRACTOR(s) -CIVIL,CONSTRUCTION, PRIOR TO PLACING CONCRETE.PROVIDE SUFFICIENT SUPPORTS TO E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC POWER P ELECTRICIAN MAINTAIN THE POSITION OF REINFORCEMENT WITHIN SPECIFIED AND AWS DI.I.WHERE FILLET WELD SIZES ARE NOT SHOWN, TOLERANCES DURING ALL CONSTRUCTION ACTIVITIES. PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC UNDERGROUND POWER UCP 1.1.b. PROJECT MANAGER-SAI "MANUAL OF STEEL CONSTRUCTION",9TH EDITION AT THE TELCO T 2.9. PROVIDE CONTINUOUS REINFORCEMENT WHEREVER POSSIBLE, 1.1.c. OWNER-NRG SPLICE ONLY AS SHOWN OR APPROVED:STAGGER SPLICES WHERE COMPLETION OF WELDING,ALL DAMAGE TO UNDERGROUND TELCO uar PIIIII 1.1.d. HOST-PROPERTY OWNER OR REP. POSSIBLE;USE FULL TENSION SPLICE UNLESS NOTED OTHERWISE. 3.4.b. GALVANIZED COATING SHALL BE REPAIRED. OVERHEAD POWER ." 1.2. UNLESS NOTED OTHERWISE,THE WORK SHALL INCLUDE 2.10. REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETE 34 c. BOLTED CONNECTIONS SHALL USE BEARING TYPE BOUNDARY -- FURNISHING MATERIALS, EQUIPMENT,APPURTENANCES,AND LABOR COVER UNLESS NOTED OTHERWISE: GALVANIZED ASTM A325 BOLTS(3/4"0)AND SHALL HAVE il NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ONCONCRETE AGAINST EARTH(NOT FORMED) 3" MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. CENTERLINE — THE DRAWINGS. FORMED CONCRETE EXPOSED TO EARTH OR WEATHER 3.4.d. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY 1.3. "KITTING LIST" SUPPLIED WITH THE BID PACKAGE IDENTIFIES ITEMS USE 5/8"DIA.GALVANIZED ASTM A 307 BOLTS UNLESS NOTED REVISION BUG THAT WILL BE SUPPLIED BY PROJECT MANAGER. ITEMS NOT #6 THROUGH#18 BARS 2" OTHERWISE. 11111 I INCLUDED IN THE BILL OF MATERIALS AND KITTING LIST SHALL BE #5 BARS&SMALLER 1-1/2" 3.4.e. CONNECTION DESIGN BY FABRICATOR WILL BE SUBJECT TO SUPPLIED BY THE CONSTRUCTION CONTRACTOR& CONCRETE NOT EXPOSED TO EARTH OR WEATHER REVIEW AND APPROVAL BY ENGINEER. PROPOSED ELEVATION SUBCONTRACTOR. ELEVATION 1.4. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS SLABS&WALLS 1" 3.5. UNLESS NOTED OTHERWISE ON DRAWINGS,ALL STRUCTURAL WIDE siv 0'-0"AGL N ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS BEAMS(STIRRUPS)&COLUMNS(TIES) 1-1/2" FLANGE SHAPES SHALL CONFORM TO ASTM A992(Fy=50ksi),ALL IUNLESS SPECIFICALLY STATED OTHERWISE. 2.11. PLACE CONCRETE IN A UNIFORM MANNER TO PREVENT THE OTHER STRUCTURAL STEEL SHAPES,PLATES.&BARS SHALL FORMATION OF COLD JOINTS AND OTHER PLANES OF WEAKNESS. CONFORM TO ASTM A36(Fy=36ksi). DETAIL NUMBER e 1.5. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON VIBRATE THE CONCRETE TO FULLY EMBED REINFORCING. DO NOT 3.6. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500,GRADE B.(Fy= SHEET NUMBER THESE DRAWINGS,THE CONTRACTOR SHALL PROPOSE AN USE VIBRATORS TO TRANSPORT CONCRETE THROUGH CHUTES OR 46ksi). — _ ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE FORMWORK. PROJECT MANAGER. 3.7. STEEL PIPE SHALL CONFORM TO ASTM A53,GRADE B(Fy=36ksi). SECTION BUG AY— —,A 1.6. CONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, 2.12. DO NOT ALLOW CONCRETE SUBBASE TO FREEZE DURING CONCRETE 3.8. ALL FIELD BOLTED CONNECTIONS SHALL BE MADE WITH HIGH 0 POWER AND GROUNDING CABLES AS SHOWN ON THE POWER, CURING AND SETTING PERIOD,OR FOR A MINIMUM OF 14 DAYS STRENGTH THREADED FASTENER ASSEMBLIES(H.T.BOLTS)THAT . GROUNDING PLAN DRAWING. CONTRACTOR SHALL UTILIZE AFTER PLACEMENT. CONFORM TO ASTM A325 OR A490.BOLTS IN TENSION CONNECTIONS, CD EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS NECESSARY. 2.13. DO NOT WELD OR TACK WELD REINFORCING STEEL UNLESS BRACING CONNECTIONS,MOMENT CONNECTIONS,OR OTHER 1m N CONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE APPROVED OR DIRECTED BY THE STRUCTURAL ENGINEER. CONNECTIONS NOTED ON THE DRAWINGS&CONSIDERED TO BE PROJECT MANAGER. 2.14. STEEL REINFORCEMENT TO BE WELDED SHALL CONFORM TO THE SLIP-CRITICAL BOLTS SHALL BE TIGHTENED BY THE TURN-OF-NUT E 1.7. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, REQUIREMENTS OF ASTM A706&THAT WELDING SHALL BE IN METHOD OR SHALL UTILIZE LOAD INDICATOR TYPE BOLTS INSTALLED cm 0 PAVEMENTS, CURBS,LANDSCAPING AND STRUCTURES. ANY ACCORDANCE WITH AWS D1.4,STRUCTURAL WELDING CODE- IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE REINFORCING STEEL BY AMERICAN WELDING SOCIETY FOR MANUFACTURER.SUCH CONNECTION BOLTS SHALL HAVE A TO THE SATISFACTION OF OWNER/PROJECT MANAGER. COMPLIANCE WITH ACI 318-11 SECTION 3.8.2. HARDENED WASHER PLACED UNDER THE ELEMENT TO BE t TIGHTENED.CONNECTIONS MADE WITH H.T.BOLTS SHALL COMPLY LL 1.8. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL 2.15. INCLUDE AIR ENTRAINING ADMIXTURE IN ALL CONCRETE THAT WILL WITH RCSC"SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM Q SCRAP MATERIALS. REMOVED SHALL BE RETURNED TO THE BE EXPOSED TO WEATHER EXCEPT IN FOOTINGS. A325 OR A490 BOLTS."IN BEARING TYPE CONNECTIONS,TIGHTEN 0) OWNER'S DESIGNATED LOCATION. CONTRACTOR SHALL LEAVE 2.16. INCLUDE WATER REDUCING ADMIXTURE IN ALL CONCRETE MIXES. BOLTS TO DEVELOP AT LEAST A SNUG-TIGHT CONDITION.ALL OTHER PREMISES IN CLEAN CONDITION. 2.17. CONCRETE THAT WILL BE EXPOSED TO WEATHER SHALL HAVE CONNECTIONS SHALL BE TIGHTENED TO DEVELOP MINIMUM BOLT CD 1.9. ALL CONSTRUCTION SHALL CONFORM TO THE 2012 INTERNATIONAL WATER CONTENT LIMITED TO A MAXIMUM OF SIX(6)GALLONS PER TENSIONS REQUIRED FOR SLIP CRITICAL OR DIRECT TENSION BUILDING CODE.REFERENCE TO OTHER STANDARDS OR CODES SACK OF CEMENT. CONNECTIONS. SHALL MEAN THE LATEST STANDARD OR CODE ADOPTED& 2.18. THE PROPOSED MATERIALS&MIX DESIGN SHALL BE FULLY 3.9. ANCHOR BOLTS TO BE F1554 U.N.O.FURNISH WITH HEAVY HEX NUTS, PUBLISHED. DOCUMENTED&REVIEWED BY THE OWNER'S TESTING LABORATORY. WASHERS&ONE BOLT DIAMETER OF THREAD PROJECT ABOVE NUT. 1.10. DRAWINGS SHOW TYPICAL&CERTAIN SPECIFIC CONDITIONS ONLY. RESPONSIBILITY FOR OBTAINING THE REQUIRED DESIGN STRENGTH 3.10. USE PRE-QUALIFIED WELDED JOINTS AS PER AISC&AWS D1.1 Architectural FOR DETAILS NOT SPECIFICALLY SHOWN.PROVIDE DETAILS SIMILAR IS THE CONTRACTOR'S.RESULTS OF COMPRESSIVE STRENGTH TESTS "STRUCTURAL WELDING CODE."USE ONLY CERTIFIED WELDERS, LDCEngneerirg TO THOSE SHOWN. TO BE AVAILABLE ON SITE FOR INSPECTOR'S REVIEW. MINIMUM E70XX ELECTRODES UNLESS NOTED OTHERWISE. Structural N1rA.1R000rS,�G . survey 1.11. EXISTING STRUCTURES&UNDERGROUND UTILITIES/STRUCTURES 2.19. BARS,OTHER THAN GRADE 40,SHALL BE MILL MARKED SO THAT TYPE, 3.11. PROOF OF WELDER CERTIFICATE SHALL BE AVAILABLE AT THE JOB ,azo,Ne 200th sl.nloo Nn azs eos xr,9 ARE ON DRAWINGS FOR CLARITY ONLY.VERIFY ALL EXISTING GRADE&YIELD STRENGTH ARE VISIBLY IDENTIFIABLE. SITE DURING TIMES OF INSPECTION. wood WA 98072 i".425 4822893 CONDITIONS,DIMENSIONS&ELEVATIONS BEFORE STARTING WORK. 2 20. PROVIDE CORNER BARS AS PER TYPICAL DETAIL AT CORNERS& 3.12. DO NOT USE GAS CUTTING TORCHES FOR CORRECTING FABRICATION ewe LOCCOfe co. NOTIFY PROJECT MANAGER IN WRITING OF ANY INTERFERENCE INTERSECTIONS OF ALL GRADE BEAMS&WALLS. ERRORS IN THE STRUCTURAL FRAMING. AND/OR DISCREPANCIES THAT MIGHT EXIST. 1.12. THE DESIGN,ADEQUACY,AND SAFETY OF BRACING,SHORING 221. PROVIDE#3 @ 12"DOWELS FROM ALL ADJACENT CONCRETE GRADE 3.13. PAINT STRUCTURAL STEEL IN ACCORDANCE WITH THE ARCHITECT'S DATE: 10-6-15 TEMPORARY SUPPORTS,ETC..IS THE SOLE RESPONSIBILITY OF THE BEAMS&WALLS TO INTERIOR SLABS-ON-GROUND,U.N.O. SPECIFICATIONS.DO NOT PAINT CONNECTIONS DESIGNED AS R. CONTRACTOR 2 22 ALL REINFORCING LAP SPLICES,UNLESS OTHERWISE SHOWN,SHALL FRICTION TYPE OR TO BE WELDED. DRAWN BY: JFO a SATISFY THE FOLLOWING SCHEDULE: 3.14. THE STRUCTURE IS DESIGNED TO BE STABLE IN ITS COMPLETED CHECKED BY: RBH 1.13. CONSTRUCTION SHALL COMPLY WITH NRG SPECIFICATIONS AND FORM.THE CONTRACTOR IS RESPONSIBLE FOR THE STRUCTURE'S CI "GENERAL CONSTRUCTION SERVICES FOR CONSTRUCTION OF eVgo. CONCRETE'REINFORCEMENT LAP SPL CE LENGTH(in)GRADE 60 STABILITY DURING CONSTRUCTION.PROVIDE NECESSARY BRACING& 1.14. CONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL BAR #3 #4 #5 #6 #7 #8 #9 #10 #11 REVISIONS y SHORING AS REQUIRED.MAINTAIN STRUCTURAL STABILITY DURING REV OATS DESCRIPTION e s BUSINESS OPERATION.ANY WORK ON EXISTING EQUIPMENT MUST BE SIZE ERECTION BY INSTALLATION OF TEMPORARY VERTICAL& a. COORDINATED WITH PROJECT MANAGER. TOP 28 37 47 57 81 93 104 117 1301 10-6-16 PRE HORIZONTAL REN BAR• HORIZONTAL BRACING IN ALL STORIES ABOVE COMPLETED FLOOR z 10-12-s ON REVISED PRELIM CONSTRICTIRea OTHER 21 28 36 43 62 71 80 90 100 SLABS&PERMANENT VERTICAL BRACING.LIMIT TEMPORARY 2 10-19.16 9b9ALCCNSTRUcnau Rea 2. REINFORCED CONCRETE BRACING TO TWO STORIES UNLESS OTHERWISE APPROVED BY THE q ALL BAR DEVELOPMENT LENGTHS,UNLESS OTHERWISE SHOWN, ENGINEER.ALL PERMANENT BRACING,MOMENT CONNECTIONS.& 2.1. ALL CONCRETE WORK SHALL CONFORM TO ACI 301,SPECIFICATIONS SHALL SATISFY THE FOLLOWING SCHEDULE: FLOOR&ROOF DECKS(DIAPHRAGMS)SHALL BE COMPLETELY -- p. a FOR STRUCTURAL CONCRETE FOR BUILDINGS.DESIGN IS BASED ON ACI 318-11,BUILDING CODE REQUIREMENTS FOR REINFORCED II' " " T •" , 1 • y ••, m , • , ..• INSTALLED BEFORE TEMPORARY BRACING OF STRUCTURE ARE CONCRETE 60 REMOVED. BAR #3 #4 #5 #6 #7 #8 #9 #10 #11 3.15. MINIMIZE FIELD WELDING. 0 2.2. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL BE SIZE 2z. 21 28 36 43 62 71 80 90 100 AIR-ENTRAINED AND SHALL HAVE 4,000 PSI STRENGTH AT 28 DAYS. TOP 3.16. FIELD PAINTING&TOUCH-UP SHALL BE PERFORMED ON ALL FIELD JOINTS OF STEEL THAT HAVE HAD A SHOP COAT OF PAINT. aete ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH ACI ggA 8 318 CODE REQUIREMENTS. OTHER 17 22 28 ; 33 48 55 62 70 77 3.17. PACK SPACE SOLID ABOVE SUPPORTING CONCRETE BELOW COLUMN ` l''' � �/ € 2.3. USE OF CALCIUM CHLORIDE,CHLORIDE IONS,OR OTHER SALTS IN BASE&BEAM BEARING PLATES WITH NON-STAINING NON-SHRINK 49 CONCRETE IS NOT PERMITTED. TOP BAR SHALL BE DEFINED AS ANY HORIZONTAL BARS GROUT. �xrea PLACED SUCH THAT MORE THAN 12"OF FRESH CONCRETE IS 3.18. DO NOT WELD THROUGH GALVANIZING OR PAINT. VIAIIIINGTOAleq 2.4. HORIZONTAL CONSTRUCTION JOINTS ARE PERMITTED ONLY WHERE CAST IN THE MEMBER BELOW THE BAR,IN ANY SINGLE INDICATED.THE LOCATIONS OF VERTICAL CONSTRUCTION JOINTS CONCRETE PLACEMENT.HORIZONTAL WALL BARS ARE 3.19. SHOP&FIELD WELDING SHALL BE IN ACCORDANCE WITH SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. CONSIDERED TOP BARS. "STRUCTURAL WELDING CODE"BY AMERICAN WELDING SOCIETY A CONSTRUCTION JOINTS SHALL BE THOROUGHLY ROUGHENED BY (AWS D1.1).WELDING SHALL BE PERFORMED ONLY BE PRE-QUALIFIED 3. STRUCTURAL STEEL € MECHANICAL MEANS&CLEANED. OPERATORS. SITE 2.5. UNLESS NOTED OTHERWISE,CHAMFER OR ROUND ALL EXPOSED 3.1. STRUCTURAL STEEL SHALL BE DETAILED,FABRICATED&ERECTED i CORNERS MINIMUM 3/4". ACCORDING TO AISC"MANUAL OF STEEL CONSTRUCTION," FOURTEENTH EDITION,&AISC 360-10"SPECIFICATION FOR WASHINGTON SQUARE MALL OR-252-15003 2.6. DETAIL CONCRETE REINFORCEMENT&ACCESSORIES IN STRUCTURAL STEEL BUILDINGS." S ACCORDANCE WITH THE LATEST EDITION OF ACI 315&ACI DETAILING 9597 SW WASHINGTON SQ.RD 1- MANUAL(LATEST EDITION).SUBMIT SHOP DRAWINGS FOR REVIEW 3.2. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT DIPPED TIGARD OR.97223 , SHOWING ALL FABRICATION DIMENSIONS&LOCATIONS FOR PLACINGFIELD GALVANIZED. TOUCH-UP ALL SCRATCHES AND OTHER MARKS IN THE E REINFORCING STEEL&ACCESSORIES.DO NOT BEGIN FABRICATION PAINT. FTER STEEL IS ERECTED USING A COMPATIBLE ZINC RICH SHEET TITLE UNTIL SHOP DRAWINGS ARE COMPLETED&REVIEWED. a' 3.3. DO NOT PLACE HOLES THROUGH STRUCTURAL STEEL MEMBERS GENERAL NOTES i N i SHEET NUMBER a -- G 0 -1 .0 t t , =- t--- -tea." 16.27.E • • F _ y (E)PROPERLY LINE I 1. '�� I I I \_—."__ ISWBLUMRD I( ' BUIUkPK 1 • I I i v 1I ipil 1 m Ili 1 1 � � ClI3 1 v;-- (E)PROPERTY LINE 1111 I • A-4' \ . (E)PROPERTY LINENJ 0 5 1 :,".. .4),"2 y� as sle • N Z5 . Cil o . I / -- ' (E)PROPERTY LINE O • PROPOSED NRG eVgo FREEDOM `� �� STATION LOCATED WITHIN - ,,J1 l • �` EXISTING PARKING LOT(SEE > \ ''''' . • 1\2.:' _ _.. -v-, . '� DRIVING DIRECTIONS ON T-1.0) 1/1/ N i 111 FFF to \....� 3 k 1 9 Architectural • �� Engineering _. J LDC Structural ZQ Survey O . 14201 NE 200th St..#100 Ph.425 806.1869 i Wrodnvllp,WA 98072 Fa.425 4822893 EGli www.LOCmrp ccen D"C. DATE: 10-6-15 m I DRAWN BY: JFO b),� CHECKED BY: RBH ‘33 in (E) PROPERYI LINE REVISIONS IA C . REV DATE DESCRIPTION BE O. lEt 1 10-8-15 PRELRGINARY CONSTRUCTION RBH ....� I 2 10-12-16 REVISED PRELIM CONSTRUCTION RBH E 0 I I_ 3 10-1416 FNAL CONSTRUCTION REM 7. 41( g t. -41 3 P. il CO 3 o c ,It :82B U EXISTING SITE ACCESS V.71111- OFN_i j 1 i \\\I\ SITE WASHINGTON SQUARE MALL OR-252-15003 '5.:: 9597 SW WASHINGTON SQ.RD TIGARD OR,97223 SURVEY DISCLAIMER: E PROPERTY LINES AND STRUCTURES HAVE BEEN DIGITIZED FROM SHEET TITLE i PREVIOUS PLAN SETS OR FROM ASSESSORS MAPS.LDC HAS NOT a COMPLETED A SITE SURVEY AND THEREFORE MAKES NO CLAIM AS BOUNDARY PLAN TO THE ACCURACY OF INFORMATION DEPICTED ON THIS SHEET. R SHEET NUMBER BOUNDARY PLAN � A-1 .0 a I 22"x34"SCALE:1"=150' I 11"x17"SCALE:1"=300' CONSTRUCTION PLAN KEYED NOTES A 76.21E f V2 PROPOSEDSTAOCONCRETE SLAB FOR CHARGER 1® Iink Ani l TINS. 1 Y 7 I� •� ///`/' Pi 3O PROPOSED CONCRETE SLAB FOR UTILITY EQUIPMENT. �19 Pm% d, 0 EXISTING PARKING LOT(TO REMAIN). / ill SO PROPOSED NRG eVgo BTC UDC 2 CHARGER(1 TOTAL). �` / It a O PROPOSED NRG eVgo BTC DC1111 I FC CHARGER(2 TOTAL). EXISTING BUILDING / \\\\\ �� EXISTING GAS JJ 7 METER Gy F �/ I O PROPOSED GREEN PAINTED PARKING LINES AND DECAL(TYP). AU \ \ SEE SITE NOTE 1. 0 ,- -- as S9 SS l PROPOSED 2"0 EMT CONDUIT TO BTC DCFC CHARGER .= NY 11 (2 TOTAL). as o EXISTING STORM - \ �. SEWER MANHOLE 0 PROPOSED 2"0 EMT CONDUIT TO BTC L2 CHARGER(1 TOTAL). , 4e N Cl) e• Cjil O I C) o" ro. /).../t. 9 0 1 PROPOSED NRG eVgo PARKING SIGNAGE(lYP 1 PER STALL, Q RC��R )YA 0 5 TOTAL). � 'IC g):0 R 16 PROPOSED REMOVABLE BOLLARD,TYP(9 TOTAL). cti, CD IP- / / / / / �) / J J / / / 9 Q/ l / `› al k,' ,- T' 4 4 7/40 Alk Aff / / / / / / �1b / �11y`b 18 PROPOSED NRG 400A MILBANK ENCLOSURE. Architectural / 'fib / / / / / / e Engineering ./ / "- j / t 1 0 j © ® 19 PROPOSED NRG eV o 37.5 KVA TRANSFORMER MOUNTED structural / --- - -- --/ -/ - -- / - jØ1' 9 LDC T _-- - � 1-8" ? NEAR MILBANK ENCLOSURE. .r cwa.Hc .00r srveT 7 _ % T - _I - 14201 ar"NtEe WA9eon� Ph.425 896 Fx.48682zas E / / V.4. - / / / - - _ — - www.I.DCcarp.com / / / / / / / o S. �— . © 1 PROPOSED ELECTRICAL SERVICE ORIGINATING FROM 4/211 40% / w / "�Q / / ..4e/. 5/ a 0 EXISTING PGE TRANSFORMER. 1 J 1 j // ,' G //FUTURE 0/ \// A DATE: 10-6-15 R // i. (� 0 PROPOSED NRG CT METER BASE. DRAWN BY: JFO // // // // / ' \ � Q' `L'\ -4/1- -41- / 03 PROPOSED NRG CURRENT TRANSFORMER(CT)CANISTER CHECKED BY: RBH / ' / / / /9'-6" 9'-6" 4,8 8'-0" / REVISIONS © © 11!). REV DATE DESCRIPTION BY s FUTURE 2'-1 116 PRELIMINARY CONSTRUCTION Rei 10-12.16 REVISED PRELIM CONSTRICTION RBH EXISTING PARKING 3 1049-16 FNAL CONSTRUCTION Riad STRIPS TO BE REMOVED 8828 Iiiii 10 t!/' \ \ t if-- 4 . / A • 6 - spall OyMl111Illl7 I \ O 9 \ a SITE NOTES SITE \\\\\\\\7\ 1. THE METAL FACE AND TOP OF CURB FOR EACH DESIGNATED eVgo PARKING SPACE AND ADDITIONAL PARKING STRIPS TO BE PAINTED WASHINGTON SQUARE MALL ' A GREEN,SEE SPECS ON SHEET 6/A-5.0. OR-252-15003 Y 9597 SW WASHINGTON SQ.RD tit' 1 2. ALL NEW AREA AROUND STRIPPING MUST BE SEAL COATED. TIGARD OR,97223 V', EIi................,----...---,-..............- SHEET TITLE 8 NOTE: Cal 2 Bushes,Days Before You Dig SEE ELECTRICAL SHEETS FOR CONDUIT 1-800-332-2344 ENLARGED SITE PLAN DETAILS lsMles lktderpravxl Locason Gaoler R (CREODN a SHEET NUMBER ENLARGED SITE PLAN 22"x34"SCALE:1/8"=1-0" 11"x17"SCALE:1/16"=1'-0" • A-2.0 PROPOSED SINGLE MOUNTED BTC L2 CHARGER Plitt PROPOSED 1 mill: HINGED EXTERIOR DOOR REMOVABLE MEANS PROVIDED TO 3'-0" BOLLARD(TYP) HOLD IN OPEN POSITION ■ lig II I e le PADLOCK BRACKET b EXTENDS II kr il I THROUGH DOORi ilk CONCRETE ISLAND WITH FOR SECURITY I ' 7 STAINLESS STEEL TRIM CO -- --- N Ma . alli g 4i FRONT SIDE L dl A C IF2n TO BE POURED IN Z___t---"----'r--------4 SEPARATE TUBES L"7---- -1 1 I I I 30"ROUND I I FORM I. J L____J 400A MILBANK ENCLOSURE DETAIL 5 NOT USED 4 ELEVATION LDC Architectural Engneerirg Structural I 22"x34"SCALE:3/4"=1-0" I 11"x17"SCALE:3/8"=1'-0" 1 22"x34"SCALE:N.T.S. I 11"x17"SCALE:N.T.S. .„, survey 14205 FIE 200th St.,0500 Pn.4259135'KO Wcocinvllb,WA 98072 Fx.425 4922993 E www.LDCcorp.com BTC L2 CHARGING UNIT DATE: 10-6-15 BTC L2 CHARGER D 10 13/16"i SINGLE OR DUAL UNIT t 1,-2" .. CHECKED Ep BY: RBH 8 1 REVISIONS 1 4" s° TYP Rev DATE DESCRIPTIONST 1 10.6-15 PFELIMINARV CONSIRIx:TIX! RB4 2 10-12-IS RE'Jl;ED PRELIM CAr13Tf8LTIDN RBH H M J 1D-,916 FNK GpJ5rRllCTIDN RBH LE , 1'1 .._ U \tel o BTC L2 CHARGER 5 1!2" w ` MOUNTED BTPROPOSED ICG2 CHARGER Y O MOUNTING PLATE V ' �' Iloll 1 ISO FRONT HSS POST UP © PROPOSED ee2e 1'_3318" REMOVABLE �� BOLLARD(TYP) •� ,- -, �/ MOUNTING PLATE t-g " R fnaeorwllrtato� 1 3/8" TYP e 4 3�/4"7y 30"ROUND I MANUFACTURER:BTC L2 FORM MODEL:TED PLAN SITE P WEIGHT: 17.62 LBS(UNIT) NOTE: DIMENSIONS:10.70"x14.96"x4.72" MOUNTING AND FIXTURE ASSEMBLY WASHINGTON SQUARE MALL MOUNTING:SEE 2/A3.0 FOR DETAILS PER NRG eVGO STANDARDS OR-252-15003 .RD R 9597 S GARD OR,97223 W WASHINGTON Q E SHEET TITLE SIDE ELEVATION R a_ a SHEET NUMBER BTC L2 CHARGER DETAIL 3 BTC L2 CHARGER MOUNTING DETAIL 2 BTC L2 CHARGER STATION FOUNDATION LAYOUT A_3e0 22"x34"SCALE:1-1/2"=1'-0" I 11"x17"SCALE:3/4"=1'-0" I 22"x34"SCALE:3/4"=1'-0" 1 11"x17"SCALE 3/8"=1'-0" I 22"x34"SCALE:3/4"=1'0" I 11"x17"SCALE:3/8"=1'-0" • -10"TOTAL SLAB / THICKNESS 8"TOTAL SLAB CY a 1/2'COMPRESSIBLE T-1ICKNESS U i- JOINT FILLER(TYP)—\\ ILN PROPOSED ttt @ 12"O.C. p REMOVABLE 4" Nil ASPHALT \NNN E Y GRAL= �CLR� I -- s BOLLARD (T�P) TYP rF0 ouND S AB DEPDH \\�//\\/\, TYP .\ /\\� \ I( ,-- ... / VV -(3)EW TOP .. i Q 1 Id I ' \YX\ \ I /\\/\\ 3 PROPOSED—� Q v CI R / ''':••i \ \ < so` REMOVABLE (TYP) �' TY a / )., .`70.......,,,* `~..... `-, /\ j\K I ,�/\/\\ �., _ tel' TYP -. - �.• �\j/\\/ I /\\/\/ PROPOSED BTC I3 .�. /\/\\ i \\\\/\\ L2 CHARGER © ++ �� \ / ✓♦ • \\ \\ I / PIAN MOUNTING PLATE 1 , 13- +.p. j // \ (4)112"0 SIMI SON I CO ` / / \ \/, .\ \\ STRONG-TIE ITRONG PROPOSED SINGLE L2 , I l'.7. ^BOLT 2 EXPANSION // . / ANCHORS Wi 5" CHARGER 13 .4., / j I I , \ \ � EMBEDMENT (4"MIN �'� ANCHOR SPA,ING) \/\\j 1 >/\,j\\ L L._ 2"MIN.COMPACTED I •ROST-FREE GRAVEL FL .\� \ - 110\/\\ C rD •/\/ _ 30"ROUND FORM '7 SIZE VARIES /\// • `� I - I� SEE PLAN FOR DET/ILS \\ / I C�UV�pi�C � __12"MIN.COMPi.CTED j�j/ At Alit AWA - FROST-FREE G:1AVEL FILL I [LDC SLAB ctural ECTION r- :SLAB SECTION 4 N'_ FOUNDATION PLA - BTC L2 CHARGER 3 $` I 22"x34"SCAT E:2"=1'-0" I 11"x1T SCALE:1"=1'-0" a 22"x34"SCALE:3.'4"=1'0" I 11"x17"SCALE:3/8"=1'-0" �,a,, 2:'x34'SCALE:2"=1'-0" I 11"x17"SCALE:1"=1 0" I .army •..201 NE 200th SI.,M100 P0.4251 b 1E:i9 V'xJ6r Mk,WA 980T2 Fx 425-422893 www.LOCmlp MI, E - I SATE: 10 6-15 I RAWN BY: JFO R RBH 18.42" 26.00" 25.1:" 26.00" CHECKED BY: • B >r REVISIONS DCSCRI,DON m 1'-5" 7" s i i -72-10I:1072-11 PRREEVISEDD0N4RY PREICNZMUCTUZ IONm 7 3 10-19-15 GNALCCNSTROCIxx4 PROPOSE 1 37.5 KVA ' -` \ _, , \ - TRANSFOt � - 5 1 , �0 C.. • o I I ee28 © • WO � • UM a 11114111111114714111 44, • • 8 s"RADIUS(TVP) \ \ SITE PROPOSED 400A M LBANK ' //1/" ENCLOSURE REFE LENGE CUT SHEET \\— /ASHINGTON SQUARE D.ALL FOR ANCHC,2 BOLT PROPOSED BTC OR-252-15003 3 SIZE AND PATTERN DCFC UNIT 3 STEEL ISLAND FOR (TYP PROPOSED 2"0 SSD u<.LD BASE UNIT LOCATIONSING HOLE O 4 597 SW WASHINGTON SC RD 4 SIDES AROUND VIAND) Tar TIGARD OR.97223 TO NEW PLAT 5(6 PLACES) SHEET TITLE e E CONSTRUCTION DETAI S z SHEET NUMBER FOUNDATION PLAN - UTILITY SLAB SI AB PLAN - E TC DCFC CHARGER 1 A-4.0 1 22"x34'SCALE:3/4"=1-0" I 115(17"SCALE:3/8"=1'-0" - I 22"x34"SCALE:: 4"=1'-0' I 11"x17 SCALE:3/8"=1'-0" • l SEE PLAN 1 1 SIGNAGE NOTE: -TO BE PLACED AT HEAD OF PARKING STALL PAINT SPECIFICATIONS: �— MOUNTED ON EXISTING BUILDING PER CONTRACTOR ,I MANUFACTERER: GRAINGER /��hr \ TYPE: TRAFFIC MARKING PAINT BASE TYPE LATEX ACRYLIC ELECTRIC COLOR: GREEN VEHICLE 46" PARKING NMI ITEM#6GAN6 1 I ONLY 1 AI MODEL#5192 ELECTRI UNSPSC#31211507 CATALOG PAGE#1893 "°"'° AT°"`"` COLOR: WHITE 8"HIGH LETTERS " ITEM#6GAN1 PAINTED WHITE _ ELECTRIC IP IMFR.MODEL#8510 VEHICLE WITH 4.5"SPACES .---------. / UNSPSC#31211507 BETWEEN WORDS CATALOG PAGE ft 1893 GOTHIC CHARGING FONT:STANDARD VEHICLE NOTES: COVERAGE 420 LINEAR FT./GAL.(4" 47" 1 6"WIDE PARKING PARKING STRIP TYP) O N LY LINES PAINTED DRY TIME 1 HR. a GREEN(TYP) ---it ONLY DRY TIME TACK FREE 5 MIN. w APPLICATION TEMP 40 TO 90`F N APPLICATION METHOD AIRLESS OR C CONVENTIONAL STRIPING MACHINE PARKING PERMITTED ONLY 0 SURFACE ASPHALT,CONCRETE, WHILE CHARGING VEHICLE. AT,BRICK,GRASS,RE-STRIPE Ca DECAL DETAIL PAINT LINES PAINTED WHITE ALL OTHER VEHICLES SUBJECT (n EXPOSURE CONDITIONS MILD TO TO TOW AT OWNER'S EXPENSE. MODERATE E VOC CONTENT108 G/L GREEN DECAL „�_na,n9rr.Me„aY” O STANDARDSTT-P-1952E TYPE II BACKGROUND :;noc4, ,,,,f,, -.6 y,rc.y 3 iiii. -a FOR USE WITH MFR.NO.248861, Frdeirylege.ce..r4:e.14rnr M'9N' O 248862,248866.98-972 .r.r.cal,,7 433-3633 eVgo I L o 1 48" 1 C CD f TYP PARKING SPACE DETAIL 6 ELECTRIC VEHICLE PARKING SIGN DETAIL 4 LDC Architectural Engineering — I 22'x34"SCALE:1/2"=1'-0" I 11"x17"SCALE:1/4"=1-0" I 22"x34'SCALE:N.T.S. I 11"x17'SCALE:N.T.S. Sh"`t°rah 1„u 11111,L,01,11,CCM.. Survey 14201 NE 20001St.4100 'f 421831"868 Woo0Yn11e,WA98012 43 4254822N9, IL (2).090”WHITE ...,LOCmrp con STANDARD PLASTIC BOLLARD COVER BY ALUMINUM REMOVABLE SA1 PARKING SIGN AT 1 12 BLACK TOP CAP FRONT AND BACK (TMP) DATE: 10-6-15 r. R 8" _ a DRAWN BY: JFO , fr____ ____..i 8 4"SCH 40 GALV 13/16"(TYP) RESISTANT X/16"NUT ANDT NUT 1 1Y2" CHECKED BY: RBH PIPE 4-1/7 O.D. 6 3/8" BOLT(TYP OF EACH) (TYP) REVISIONS NOTE: REM DATE 3LSC4400 14 BY s SINGLE 2"x2"x1/4"TAB W/(1)9/16" 1 THE MIN HEIGHT OF I 104-16 PRELIMINARY CCNSTRDCTO4 088 HOLE OFFSET FOR ACCESS TO /13/16"(TYP) THE BOTTOM LOWEST 2 10-12-16 REVISED PRELIM CONSTRICTOR RBH INSTALL SECURITY BOLT.TAB TO SIGN SHALL BE 6'-0" 3/16I ....IP a 10-1OIS 0NAL CONSTRl1CT10N RBH tir. BE FLUSH WITH TOP OF SLEEVE 4r-- 1 �� :: ® HSS 4X4X1/4 TWO COURSES OF POST WITH GREEN BITUMINOUS PAVEMENT SLOPE TOP OF PIER BAKED ON ENAMEL (2)R 1/4"X10"XO'-10" - c TO MATCH EXISTING REFER TO DETAIL BOLTED TOGETHER 1"CROWN 3/A-4.0 FOR S' GRADE ANCHORAGE (TYP) (4)1/4"PENTAHEAD SS 6628 •ti �r 5"SCH 80 SLEEVE W/ A '0 WELDED BOTTOM BREAK AWAY BOLTS IN OVERSIZED HOLES �" Os W/FENDER WASHERS FOR Wiii il & WELDED DOWEL REST m OsPPOST BREAK AWAY 1r.' 4, ' 1 101 1"STEEL NPT COUPLER . m�orrneh�OtOr WELDED TO THE BASE 3" / GRADE IIMM__ CONTRACTOR NOTE: PLATE OF SLEEVE I ALL EXPOSED STEEL TO BE I -':� HOT-DIPPED GALVANIZED .X PIER PER DRAWINGS s ® ® CONCRETE BASE—....„NN ! SITE 1"PVC DRAIN s l / • z WASHINGTON SQUARE MALL OR-252-15003 g 2 CUBIC FOOT DRAIN BTC L2 CHARGER HSS 4X4X1/4 I I I o 9597 SW WASHINGTON SQ.RD ROCK SLUMP POST UP(SEE CUT POST ---------„_________,...i I TIGARD OR,97223 r ,• SHEETS FOR DETAILS) 3 i 1 SHEET TITLE L__J U I CONSTRUCTION DETAILS R 11-orad 3"MIN ! SHEET NUMBER t REMOVABLE BOLLARD DETAIL 3 BTC L2 CHARGER ANCHOR DETAIL 2 SIGN MOUNTING DETAIL .1 A-5.0 - I 22"x34"SCALE:1-1/2"=1-0"I 11"x17"SCALE:3/4"=1'-0" I 225(34"SCALE:6"=1'-0" T 11"x17'SCALE:3"=1-0" I 22'x34"SCALE:3/4"=1'-0" I 11"x17'SCALE:3/8"=1'-0" (2)3"CONDUITS W/(4) CT METER ti 600 CU IN EA CONDUIT (E)480V PGE MOUNTED LOAD CALCULATION TRANSFORMER BTC DCFC CHARGER = 50,000 VA O BTC DCFC CHARGER = 50,000 VA (1)BTC L2 CHARGER = 6,600 VA COMMUNICATIONSPOLE = 1,000 VA SUBTOTAL = 107,600 VA 25%OF L.M. = 26,900 VA , ,„,,n 600A CT CAN f_ (4)#310 AND(1)#4 GND IN 70 CONDUIT TOTAL 134,500 VA AMPS(480V,3PH) 162 A - Ng I400A MILBANK ENCLOSURE(WALL MOUNTED NEAR CHARGERS) E PHASE MONITORING RELAY ❑ 3P 120 VAC 90A CLOSED (1)600 U EA WI C CONTRACTOR FD-61 200A 3P BREAKER P❑ PILOT RELAY(5VDC TO 120VAC) 13 200A.2771480V.3PH,4W a DOOR CONTRACTOR BY DC 40A 40A 40A 40A ;40A 20A 20A 15A 15A 150A 100A 100A 100A MANUFACTURER 2P 2P 2P 2P 2P 1P 1P 1P 1P )2P 2P 3P 3P III X-310-E NEXT TO ROUTER o1) = CONTRACTOR SHALL EXTEND i #4 O P� I P7G RJ45 CABLES IN o _ I I COMMUNICATIONS CONDUIT SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE -0P Q GROUNDING PER NEC NEC co FROM DEVICES ANDII CONNECT IN THE 250.66 MINMUM(1)#4 GND c COMMUNICATIONS TOWER X-310-E ECOPPER TIED TO UFER AND C FOR A COMPLETE SYSTEM. GROUND RODCni 0(1)2"0 CONDUIT(SEE V "p VERTICAL TO HORIZONTAL 0 — 8 PAIR#20AWQG TWISTED CONDUIT TRANSITION NOTE) TO 0 WIRE SHIELDED CABLE 0 BTC DCFC T~O (1)2"0 CONDUIT(SEE Lai: VERTICAL TO HORIZONTAL 0 CUSTOMER METER LOCATION - (3)#1/0 AND BTC DCFC CONDUIT TRANSITION NOTE) 0 TO (1)#4GND C ;::.:b NOTE FINAL COMMUNICATIONS BTC L2 IN 2"C TO BE COORDINATED BY OWNER CHARGER (2)#2 AWG AND Q) 37.5KVA 480-240/120V (1)#6 GND IN 2"C XFMR DELTA-WYE GROUNDING PER NEC 250.66 MINMUM(1)#1/0 ONE-LINE DIAGRAM 4 LDC Architectural E ngneering I 22"x34"SCALE:N.T.S. I 11"x17"SCALE:N.T.S. »<.•F "r•NI. x L(OL Structural Survey 14201 NE 20005 61.,9100 Ph 425=4.',1= WrotlNNb,WA 98072 Fa.42348228Y3 O9. www EDCmrp can O GENERAL ELECTRICAL SITE NOTES: DATE: 10-6-15 1. SUBCONTRACTOR TO COORDINATE WITH DEVELOPER ON INSTALLATION SEQUENCING FOR DRAWN BY: JFO ELECTRICAL TIE-INTO SWITCHGEAR SITE TO MEET CHECKED BY: RBH THE REQUIREMENTS OF THE LOCAL UTILITY. MATCH EXISTING REVISIONS 1.1 2. RIGID DEEP CONDUIT SHALL BE USED IF REQUIRED SURFACE BY LOCAL CODE AND/OR INSPECTOR,OTHERWISE 55EV OATS J_SCW✓TION BY s CONTRACTOR SHALL REFER TO VERTICAL& , 10-6.150 000490000NSTRUCTd1 0855 EXCAVATION/ HORIZONTAL CONDUIT TRANSITION NOTE. _ 10-I246=NAN I CCHSIRUCTx8855 a 3. DEDICATED SEPARATE CONDUITS PER CHARGING WARN1NGIAPf— — — G STATION. VZ i%/////____/�///�7 V�/��4 i e 4. NO-r CONNECTIONS. Nq. ....----------UNEXCAVATED AREA illffl u V _ 2 COMPACTED FILL .! • PER UTILITY CO REQ 8123 T. VERTICAL&HORIZONTAL CONDUIT SEE ONE-LINE FOR '>•, k" // TRANSITION NOTE: SEE ONE-LINE FOR CONDUIT SIZES CONDUIT SIZES (1)EA PER CHARGING STATION VERTICAL 70 RIGID ‘...„.117111101V1111111111711 a CONDUIT FROM MILBANK ENCLOSURE TO 90"RIGID '-0' SAND FILL O COUPLING PVC CONNECTOR TRANSITIONING TO 1A HORIZONTAL 70 SCHED 40 PVC CONDUIT TO POINT OF 5 CHARGING STATION TRANSITIONING BACK TO SITE VERTICAL 70 RIGID CONDUIT FROM 90°RIGID COUPLING PVC CONNECTOR TO CHARGING STATION. WASHINGTON SQUARE MALL 3 NOTE" I • JURISDICTION MAY REQUIRE DIRECTIONAL BORING OF TRENCH FOR OR-252-15003 CONDUITS-CONSULT WITH JURISDICTION. 9597 SW WASHINGTON SQ.RD TIGARD OR,97223 • RIGID CONDUIT SHALL BE USED IF REQUIRED BY LOCAL CODE AND/OR E INSPECTOR.OTHERWISE CONTRACTOR SHALL USE PVC CONDUIT SHEET TITLE ONE-LINE DIAGRAM ;.1 8 ELECTRICAL DETALS !TI.- SHEET NUMBER t ELECTRICAL NOTES 3 NOT USED 2 ELEC/TELCO TRENCH DETAIL E-1 .0 22'x34"SCALE: N.T.S. I 11"x17"SCALE: N.T.S. I 22"x34"SCALE: N.T.S. I 11"x17"SCALE: N.T.S. I 22"x34"SCALE:1/2"=1-0" I 11"x17"SCALE:1/4"=1'-0" +.162,'E t Pig; r.,...,,,.......... P11111 . (2)#6 AWG AND(1)#8 GND IN 70 CONDUIT TO BTC L2 CHARGING STATIONS BURIED WITHIN UNDERGROUND TRENCH(SEE VERTICAL& 1 oil . HORIZONTAL CONDUIT TRANSITION NOTE) - �_� (1)2"0 CONDUIT FROM NRG 400A MILBANK ENCLOSURE TO PROPOSED HANDHOLE WITH PULL STRING FOR FUTURE BTC (1)DEDICATED 2"0 CONDUIT PER DCFC STATIONS(SEE VERTICAL& CHARGING STATION,TYP(SEE VERTICAL& HORIZONTAL CONDUIT TRANSITION NOTE) HORIZONTAL CONDUIT TRANSITION NOTE) CONTRACTOR SHALL CALL FOR (2)FUTURE (2)ETC (1)SINGLE \5 PRIOR TO TRENCHING BTC DCFC UNIT DCFC UNIT BTC L2 CHARGER PiliCyr ROPOSED HANDHOLE EMBEDDED (E)480V PGE MOUNTEDIN ASPHALT FOR FUTURE USE TRANSFORMER //--- inos/ Air . ier p P 011)-c) a) APPROX 36' oL• APPROX 19, O Co/LOCATES APPROX 8' 1$ CD �� F�Pr __' „ (`^ 7 _"w _w—' w--�--�,# ... _.-- .- _...w ■ Lac V Architectural " —w w Engineering L -_J I!! Structural .1 OVA lRcwl.enr.CAMP Survey I i 14201 NE.20066 81.8100 Ph.425 806'8166 q Wao?n+we,WA w98072OCcON.cpa'.425482289:1 i 'La1 1 APPROX.108' 1■ �`, • 4!• 7 7 — — / ( DATE 10-6-15 F3 i � n N. ..411 j DRAWN BY JFO 4 o _- / y' CHECKED BY: RBH (3)#3/0 AWG AND(1)#6 GND IN TO PROPOSED 37.5 KVA 480- • (1)SEPARATE PARALLEL RUNS W/ CONDUIT TO BTC DCFC STATION 120/240V TRANSFORMER- REVISIONS (2)600 CU WITHIN EA 3"0 CONDUIT BURIED WITHIN UNDERGROUND DELTA-WYE -12.9-12.9 DATE DE9Cwv*Dn B, E (SEE VERTICAL&HORIZONTAL TRENCH(SEE VERTICAL&HORIZONTAL I 10.616 RREUNNMV CONS1RUCTION REIN CONDUIT TRANSITION NOTE) CONDUIT TRANSITION NOTE) PROPOSED NRG 400A 2 1 16 REN�PRE M AN5 R CT CN Red 3 180,1i 9.16 6NN.CCNSTRUC11CN Red MILBANK ENCLOSURE --_- - ry0 GENERAL ELECTRICAL SITE NOTES: 1. SUBCONTRACTOR TO COORDINATE WITH DEVELOPER ON PROPOSED CT CAN INSTALLATION SEQUENCING FOR ELECTRICAL TIE-IN TO SWITCHGEAR SITE TO MEET THE REQUIREMENTS OF THE LOCAL PROPOSED CT METER i UTILITY. -.P. 2. RIGID DEEP CONDUIT SHALL BE USED IF REQUIRED BY LOCAL 8828 CODE AND/OR INSPECTOR,OTHERWISE CONTRACTOR SHALL REFER TO VERTICAL&HORIZONTAL CONDUIT TRANSITION NOTE. �� A� �/ s 3. DEDICATED SEPARATE CONDUITS PER CHARGING STATION. �" frac v rwtt.a� i 4. NO"T"CONNECTIONS. AY, t x SITE • s VERTICAL 8 HORIZONTAL CONDUIT WASHINGTON SQUARE MALL TRANSITION NOTE oR-252-15003 9597 SW WASHINGTON SQ.RD a (1)EA PER CHARGING STATION VERTICAL 2"0 RIGID CONDUIT FROM TIGARD OR,97223 MILBANK ENCLOSURE TO 90'RIGID COUPLING PVC CONNECTOR TRANSITIONING TO HORIZONTAL 2"0 SCHED 40 PVC CONDUIT TO POINT OF CHARGING STATION TRANSITIONING BACK TO VERTICAL ,,,-, SHEET TITLE 2"0 RIGID CONDUIT FROM 90'RIGID COUPLING PVC CONNECTOR Cal aye s 1 2 Milner YOU a0 ELECTRICAL SITE PLAN i1 TO CHARGING STATION. G 1-800-332-2344 ttioe Undorcyound Location Cantor (OFC-001.4) a SHEET NUMBER P ELECTRICAL SITE PLAN - PARKING LOT ' E-2.O I 22"x34"SCALE:1"=5 ] 11"x17"SCALE:1"=10'