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MMD2020-00024 TI GARD City of Tigard February 25, 2021 PM Design Group 6930 Destiny Drive, Suite 100 Rocklin,CA 95610 Re: Permit No. MMD2020-00024 Dear Applicant: The City of Tigard has canceled the above referenced permit(s) and encloses a refund for the following: Site Address: 11686 SW Pacific Hwy Project Name: Chase- Site Improvements Job No.: N/A Refund Method: ® Check#238443 in the amount of$272.00. ❑ Credit card"return"receipt in the amount of$ Note: Please allow 2-5 days for this refund transaction to be credited to your account by the company that issued your card. ❑ Trust account"deposit"receipt in the amount of$ Comment(s): Per applicant's request due to approval complications and delay in project schedule. Refund 80% of application fees. If you have any questions please contact me at 503.718.2430. Sincerely, 70.44-Le.44.--) Dianna Ornelas Building Division Services Supervisor Enc. 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.639.4171 TTY Relay: 503.684.2772 • www.tigard-or.gov III _ City of Tigard TIGARD Accela Refund Request This form is used for refund requests of land use, development engineering and building permit application fees. Receipts, documentation and the Request forPermit Action form (if applicable) must be attached to this request form. Refund requests are due to Accela System Administrator by each Wednesday at 5:00 PM. Please allow up to 3 weeks for processing of refunds. Accounts Payable will route refund checks to Accela System Administrator for distribution to applicant. PAYABLE TO: pM Design Group DATE: 2/23/2022 6930 Destiny Drive, Suite 100 Rocklin, CA 95610 REQUESTED BY: Dianna Ornelas MB TRANSACTION INFORMATION: Receipt#: 429862 Case#: MMD2020-00024 Date: 6/18/2020 Address/Parcel: 11686 SW Pacific Hwy Pay Method: CreditCard Project Name: Chase-Site Improvements EXPLANATION: Per applicant's request due to approval complications and delay in project schedule. Refund 80% of application fees per Monica Bilodeau. REFUND INFORMATION: Fee Description From Receipt Revenue Account No. Refund Example: Building Permit Fee Example: 2300000-43104 $Amount Minor Modification- Type I 100-0000-43116 $272.00 TOTAL REFUND: $272.00 APPROVALS: SIGNATURES/DATE: If under$5,000 Professional Staff `� If under$12,500 Division Manager /L,1t. If under$25,000 Department Manager If under$100,000 City Manager If over$50,000 Local Contract Review Board FOR ACCELA SYSTEM ADMINISTRATION USE ONLY Case Refund Processed: Date: 7 'l /c/ By: _'O I:\Building\Refunds\RefundRequest.docx 09/01/2010 CITY OF TIGARD RECEIPT s iil I . 13125 SW Hall Blvd.,Tigard OR 97223 503.639.4171 TrC;, I i_) Project Name: Chase-Site Improvements Site Address: 11686 SW PACIFIC HWY /� A/p Receipt Number: 436247 - 09/03/2021 CASE NO. FEE DESCRIPTION REVENUE ACCOUNT NUMBER PAID MMD2020-00024 $-272.00 Total: $-272.00 PAYMENT METHOD CHECK# AUTH CODE ACCT ID CASHIER ID RECEIPT DATE RECEIPT AMT Check 238443 DHOWSE 09/03/2021 $-272.00 Payor: PM Design Group Total Payments: $-272.00 Balance Due: $272.00 Page 1 of 1 CITY OF TIGARD RECEIPT fg • 13125 SW Hall Blvd.,Tigard OR 97223 503.639.4171 TfGARD Project Name: Chase-Site Improvements Site Address: 11686 SW PACIFIC HWY 04-C6r(✓-z.= Receipt Number: 429862 - 06/18/2020 CASE NO. FEE DESCRIPTION REVENUE ACCOUNT NUMBER PAID MMD2020-00024 Minor Modification-Type I 100-0000-43116 $340.00 Total: $340.00 PAYMENT METHOD CHECK# AUTH CODE ACCT ID CASHIER ID RECEIPT DATE RECEIPT AMT Credit Card 6482454 PUBLICUSERO 06/18/2020 $340.00 Payor: Total Payments: $340.00 Balance Due: $0.00 Page 1 of 1 City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT ^i Sr : Request for Permit Action PLANNINGIENGINEERING I , l; (, 13125 SW Hall Blvd. •Tigard, Oregon 97223 • 503-718-2439 •www.tigard-or.gov RECEIVED TO: CITY OF TIGARD S E P 0 8 2020 Building Division 13125 SW Hall Blvd.,Tigard,OR 97223 CITY OF TIGARD Phone: 503-718-2439 Fax: 503-598-1960 TigardBuildingPermitl3f#W&/g1GINEERING FROM: ❑ Owner ❑x Applicant ❑ Contractor ❑ City Staff Check(✓)one REFUND OR Name: INVOICE TO: (Business or Individual) PM Design Group Mailing Address: 6930 Destiny Drive, Suite 100 City/State/Zip: Rocklin, CA 95610 Phone No.: 916-226-5487 PLEASE TAKE ACTION FOR THE ITEM(S) CHECKED (V): x❑ CANCEL/VOID PERMIT APPLICATION. REFUND PERMIT FEES (attach copy of original receipt and provide explanation below). INVOICE FOR FEES DUE (attach case fee schedule and provide explanation below). Permit#: MMD2020-00024 Site Address or Parcel#: 11686 SW Pacific Highway Project Name: Chase Bank Subdivision Name: WCTM 1S136CD Lot #: 01700 EXPLANATION: Due to approval complications and delay in project schedule, Chase Bank decided not to pursue the new shared access driveway along Pacific Highway into adjacent property. ./../..N eitm 70 PC-2. On,/ c 9 g. — s'EC A rT6}-C6'f27 Fr,.i z— , 406 •Jo rL t•(j q 3z/0 e--- ,fro eze _ .2 ?a -v-' 74,J. — G ,-r Signature: "' °"'• Date: 09/08/20 Tif7.J2 Print Name: Ariane Sanders, Project Manager Refund Policy 1. The city's Community Development Director,Building Official or City Engineer may authorize the refund of: • Any fee which was erroneously paid or collected. • Not more than 80%of the application or plan review fee when an application is withdrawn or canceled before review effort has been expended. • Not more than 80%of the application or permit fee for issued permits prior to any inspection requests. 2. All refunds will be returned to the original payer in the form of a check via US postal service. 3. Please allow 3-4 weeks for processing refund requests. FOR OFFICE USE ONLY Route to Sys Admin: Date By Route to Records: Date 9/ _ By /r Refund Processed: Date Z12, 'Z/ By d10 Invoice Processed: Date By Permit Canceled: Date• /1/ By 4'O Parcel Tag Added: Date By _ _ j I:\Building\Forms\ReyPermitAction_2051 doe Dianna Ornelas From: Planner on Duty Sent: Tuesday, February 23, 2021 10:52 AM To: Dianna Ornelas Subject: RE: MMD2020-00024 - Chase Bank - 11686 SW Pacific Hwy 80% Thanks, Monica From: Dianna Ornelas<Dianna@tigard-or.gov> Sent:Tuesday, February 23, 2021 10:20 AM To: #CD PoD<CDPoD@tigard-or.gov> Subject: MMD2020-00024-Chase Bank- 11686 SW Pacific Hwy Importance: High Hello, The applicant has submitted a request to void this MMD as they decided not to pursue the new shared access driveway along Pacific Highway into adjacent property. Is there someone in planning that can tell me how much to refund on this permit that was currently'under review'? Should it be 80%or 100%of application fees refunded? Thank you. Dianna L. Ornelas Building Division Services Supervisor City of Tigard I Community Development 13125 SW Hall Blvd I Tigard, OR 97223 503-718-2430 Direct 1503-718-2439 Permits DISCLAIMER: E-mails sent or received by City of Tigard employees are subject to public record laws. If requested, e-mail may be disclosed to another party unless exempt from disclosure under Oregon Public Records Law. E-mails are retained by the City of Tigard in compliance with the Oregon Administrative Rules"City General Records Retention Schedule." 1 APPLICANT MATERIALS 1 IC Case #: MMD2020-00024 11111 City of Tigard a 'r COMMUNITY DEVELOPMENT DEPARTMENT 1 ,V, ,,,, Master Land Use Application LAND USE APPLICATION TYPE • ❑ Accessory Dwelling Unit(:ADU) ® Modification: ®Type I U Type II ❑ Adjustment 0 Planned Development: ❑ Annexation O Consolidated Plan ❑ Comprehensive Plan Map Amendment O Concept Plan ❑ Conditional Use I 1 Detailed Plan O Downtown Development Review: 0 Sensitive Lands Review: O Type I O Type II 0 Type I ❑ Type II O Type III 0 Adjustment 0 Site Development Review: O Type I 0 Type 11 ❑ Home Occupation—Type II 0 Subdivision ❑ Land Partition ❑ Temporary Use Permit 0 Lot Line Adjustment/Lot Consolidation 0 Urban Forestry Plan: ❑ Marijuana Facility Permit O Modification 0 Discretionary Review ❑ Miscellaneous: 0 Zoning Map Amendment O Type II O Type III PROJECT INFORMATION Project name: New Chase Bank Branch Brief description of project Install new shared access driveway along Pacific Highway to adjacent property.Modify landscape and tree coverage to meet Tigard Commercial Development and Urban Forestry Standards. Relocate site light pole,added(3)parking stalls and re-grade parking lot to accommodate all site improvements. SITE INFORMATION 11686 SW Pacific Highway Location (address if available): Tax map and tax lot number(s): 1S13 6CD (1700 Site size: 29,892(.69 ACRES) Zone: C-t; APPLICANT INFORMATION Name: Ariane Sanders,PM Design Group, Inc. Mailing address: 3860 Broadway,Suite 11U City/State:American Canyon,CA Zip• 94503 Phone: 707-655-4320 _ _Email: asanders@pmdginc.com Applicant's representative: Melanie Poe,PM Design Group Phone: 3611-335-35I 1 Email: mpoe@pmdginc.com pmdginc.com City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 1 of 2 1 PROPERTY OWNER INFORMATION ❑Sams as applicant (attach list for additional owners) /'� i L- Name: �,' %/�- tiC-ca-c-t� CIC� / l��,��'' I Mailing address i l f l'ic I /)(tE 1l' t4(State:�/ /Lf7 7 / CL//f# f//-3-:1 • ' c t' Email: /,//te tl !iI Phone: X� S t (i % �_ + ! te / F v�Lj SUBMITTAL REQUIREMENTS In addition to this application form, you must submit all required items listed in Subsection 18.710.030.0 of Tigard's Community Development Code. If you are unsure what is required with your application,please contact the planner on duty at 5(13-718-2-I2I ur ti}lardplanncronelut} ngarel-info , I certify that I am the property owner or I am eligible to initiate this application, as provided in the Tigard Community Development Code. To the best of my knowledge,all the information provided within this application package is complete and accurate. c3. ��• .lrianc Sanders, PMD(i 3/23/20 Applicant's signature Print name Date r 4c - Property owners sre* Print name Date Property owner's signature' Print name Date 'The owner must sign this application or submit a separate written authorization when the owner and applicant are different people. STAFF USE ONLY Case ;Nu . MMD2020-00024 Application t . $340.00 Received by: SC Date 6/16/2020 Related Case(s): Determined complete by: Date: City of Tigard • 13125 SW I call Blvd. • Tigard,Oregon 97223 • wwwtigard-or.got. • 303 18 _'421 • Page 2 of 2 PM PM DESIGN GROUP, INC. 3860 Broadway Street, Suite 110 American Canyon, CA 94503 DESIGN June 15, 2020 City of Tigard Community Development Department 13125 SW Hall Blvd Tigard, OR 97223 RE: CHASE BANK SITE IMPROVEMENTS 11686 SW Pacific Way Tigard, OR 97223 PMDG JOB NO. JPM19015.0 RE: PROJECT NARRATIVE Dear Mr. Coplen: Please find below a narrative that intends to outline how the proposed site improvements will meet the requirements set forth in the Community Development Code and Urban Forestry Standards. The Chase Bank remodel with accessibility improvements are approved under MMD2020-00019. Scope of Work: 1. Install new shared access driveway along Pacific Hwy to adjacent property. 2. Modify landscape to meet the L-2 standards and 15% overall coverage. 3. Remove (3)trees and replace with (5) new to meet the overall development and parking lot canopy coverages. 4. Relocate single light pole, add (3)parking stalls and re-grade parking lot to accommodate all site improvements noted above. Compliance Narrative: Chapter 18.320 COMMERCIAL ZONE DEVELOPMENT STANDARDS 18.320.040 Development Standards A. Base zone development standards are provided in Table 18.320.1 1 able 18.320.1 Commercial Zone Development Standards for Nonresidential Development C. MIL1E-2 \1l-C Standard and C-G C-P MUE and 111-R-1 and C C' MUR-2 ]1) NiiE-1 111 111 Minimum Landscape 15% 15% 15% 20% 20% 20% 15% Area B. Landscaping and screening. All required landscaping, including landscaping used to meet screening or tree canopy standards, is subject to the general provisions of Chapter 18.420, Landscaping and Screening. pmdg@pmdginc.com pmdginc.com 877.277.9193 1. The minimum landscape area standard is provided in Table 18.320.1. Landscaping standards are provided in Section 18.420.040.Any landscape area that meets the L-2 standard may count toward meeting the minimum area standard. Total landscape area proposed is 18% (5,383 st) of overall site (29,893 sf); therefore, minimum landscape of 15% is achieved-see sheet L1.0 for design and requirements. E. Lighting. 1. Minimum illumination levels are measured horizontally at ground level. a. The minimum average illumination is 1.5 footcandles for paths, except those within parking areas, which are subject to the lighting standards in Subsection 18.410.040.1. All points of measurement must be a minimum of 0.5 footcandles. Proposed illumination along path of travel from public ROW and accessible stalls to building entrances exceed the 1.5 fc requirements, see site photometric plan for compliance. b. The minimum average illumination is 3.5 footcandles for required building entrances and 2.0 footcandles for any non-required building entrances. All points of measurement must be a minimum of 1.0 footcandle. Proposed illumination at building entrances exceed the 3.5 fc requirements, see site photometric plan for compliance. 2. Maximum illumination levels are measured vertically at the property line. The maximum illumination is 0.5 footcandles at side and rear property lines, except that the maximum illumination may be increased to 1.0 footcandle where the development abuts a commercial or industrial zone. The front property line is identified along Pacific Highway and is not applicable to these requirements. Illumination levels at side and rear property lines do not exceed the maximum allowable, see photometric study for compliance. 3. Lighting must be shielded, angled, or located such that it does not shine upwards or directly onto adjacent properties or sensitive lands. All existing and proposed site lighting are down lit and will receive shields, where required per plan, to obscure light from radiating into the adjacent property and/or major roads. Chapter 18.410 OFF-STREET PARKING AND LOADING 18.410.030 General Provisions D. Mixed-use and multi-tenant developments. In mixed-use and multi-tenant developments, the required minimum vehicle parking is determined using the following formula: 1. The use category with the largest proportion of total floor area within the development must provide 100 percent of the minimum vehicle parking required for that use category in Section 18.410.070; The existing 11,290 sf building will be demised to support a Chase Bank and future Chase Bank office to house their Market Directors. The latter will occupy the largest portion of building at 7,700 sf. Parking is calculated at 3.0 stalls per 1000 sf under the Sales Oriented Retail use in Table 18.410.3. Based on these factors, below is our calculation. 3.0 spaces X 7,700/1000 sf=23.10 stalls (100%required) 2. The use category with the second largest proportion of total floor area within the development must provide 85 percent of the minimum vehicle parking required for that use category in Section 18.410.070; The proposed Chase Bank facility will occupy the second largest space in the building at 3,560 sf-parking requirements for Commercial Personal Services is at 2.5 stalls per 1000sf. Based on these factors, below is our calculation. 2.5 spaces X 3,560/1000=8.99 X 85% min. requirement= 7.56 stalls F.Accessible parking. All parking areas must include the required number of accessible parking spaces as specified by the state building code and federal standards. Such parking spaces must be sized, signed, and marked as required by these regulations and in compliance with ORS 447. Two accessible stalls (1 standard, 1 van) are being provided and will remain in the existing locations, refer to approved plans under MMD2020-00019 for additional info. 18.410.040 General Design Standards E. Surfacing. Off-street parking areas must be paved with an asphalt, concrete, or pervious paving surface Improved parking areas to receive asphalt, concrete and/or permeable paved surfaces. Remainder of existing asphalt pavement shall remain. F. Striping. 1. Except for parking required for single detached houses and accessory dwelling units, and individual spaces for rowhouses, all off-street parking spaces must be clearly and separately identified with pavement markings or contrasting paving materials; and Existing and proposed parking stalls to be stripe painted to provide a contrast between stalls and pavement surface. 2.All interior drives and access aisles must be clearly marked and signed to show direction of flow. Drive and access aisle are proposed throughout site to identify direction of flow. I. Space and aisle dimensions. The minimum dimensional standards for surface parking spaces and drive aisles are provided in Figure 18.410.1 and Table 18.410.2. Table 18.410.2 Minimum Parking Space and Aisle Dimensions Angle (A) Stall Width Curb 1 Way Aisle 2 Way Aisle Stall Depth(E) (B) Length(C) Width(D) Width(D) i i i Parallel i S ft. 22 ft. 6 in. 12 ft. 20 ft. S ft. 30- 8 ft. 6 iu. 1- it. 12 ft. 20 ft. 15 ft. 45- S ft. 6 in. 12 ft. 12 ft. 20 ft. 1- ft. 60: 8 ft. 6in. 9 ft. 9al. 16ft. it. 1- ft. 6in. 90- S It. 6 in. 8 it. 6 iu. 2O ft. to ft. 16 ft. ➢ Parking space:Proposed parking stalls are 90 degrees and meet the required width and length noted in Table 18.410.2(above). ➢ Aisle:All proposed and existing aisles meet or exceed the required 2-way aisle width of 20'-0"for 90 degree parking. Chapter 18.420 LANDSCAPING AND SCREENING 18.420.040 Landscaping Standards A. Landscaping standards are provided in Table 18.420.1. B. Landscaping or other areas used to meet the minimum landscape area standard must be provided on the development site and may be met by any combination of the following: 1. Landscaping, including parking lot landscaping,that meets the L-1 or L-2 landscaping standard; 2. Landscaping that meets the S-2, S-3, or S-4 screening standard as provided in Table 18.420.2 where required by the applicable development standards chapter; 3. Any required above-ground vegetated stormwater facility; or 4. Other areas as specified by the applicable development standards chapter. C. Landscaping in excess of the minimum landscape area standard does not have to meet the L-1 or L-2 landscaping standard. Proposed landscape improvements are designed to meet the L-2 standards set forth in Table 18.420.1 (below)-see sheet 11.0 for design and requirements. 'rabic 18.420.1 Landscaping Standards Standard Requirements Any combination of trees. plants. or lawn with or without other natural or L-1 artificial landscaping elements such as ponds. fountains. lighting. benches. bridges.rocks.paths. sculptures.trellises.or screens. • A mininnun of 5000 of the total required landscape area must include small. medimn.or large shrubs: • A maximum of 50°0 of the total required landscape area way include any combination of mulch. groundcover. lawn. or hardscape. except that L-2 hardscape areas may not cover more than2_5°'o of the total required landscape area: and • If tree canopy standards do not apply as provided in Subsection I8.420.020.C.then I tree must be provided for every 600 square feet of total required landscape area. 18.420.060 Tree Canopy Standards A. Site tree canopy standards, which are stated as a percentage of effective tree canopy cover for an entire site, are provided in UFM Section 10, Part 3, Subparts N and O. Parking lot tree canopy standards are provided below. B. An urban forestry plan is required to demonstrate compliance with site and parking lot tree canopy standards and must meet the requirements of UFM Sections 10 through 13.An urban forestry plan must: - Per UFM Section 10, Part 3, Subpart N, we are required to provide 33% tree coverage for the overall development. We are proposing to remove(3)site trees and replace with (5) new site&parking lot trees to meet/exceed this requirement at 37% canopy coverage area, refer to sheet L3.1 and UFM supplemental report. 1. Be coordinated and approved by a project landscape architect or project arborist, i.e. a person that is both a certified arborist and tree risk assessor, except that land partitions may demonstrate compliance with effective tree canopy cover and soil volume requirements by planting street trees in open soil volumes only; Our project landscape architect, Melanie Poe(PLA OR#694), has prepared plans and a supplemental report to demonstrate compliance for effective tree canopy cover and soils volume requirements. 2. Demonstrate compliance with UFM tree preservation and removal site plan standards; Refer to sheet L3.1 for demonstration of compliance by landscape architect. 3. Demonstrate compliance with UFM tree canopy and supplemental report standards and provide the minimum effective tree canopy cover; Refer to sheet L3.0 for demonstration of compliance by landscape architect. 4. Demonstrate compliance with parking lot tree canopy standards, where applicable, by providing the minimum effective tree canopy cover of 30 percent for all parking areas, including parking spaces and drive aisles. Only the percentage of tree canopy directly above parking areas may count toward meeting this standard Proposed total parking lot coverage is 31%. To achieve this minimum, we added(5) new trees (Paperback Maple and Bigleaf Maple) on east and south ends of property-see sheet L1.0 for design and coverage requirements. Respectfully, Pedro McCracken Design Group, Inc. Adrian Mora, Assistant Project Manager pm, PM DESIGN GROUP, INC. 3860 Broadway Street, Suite 110 American Canyon, CA 94503 DESIGN July 21, 2020 Samuel Copelan,Assistant Planner City of Tigard- Community Development Department 13125 SW Hall Blvd Tigard, OR 97223 RE: CHASE BANK TI 11686 SW Pacific Way Tigard, OR 97223 PMDG JOB NO. JPM19015.0 RE:COMPLIANCE NARRATIVE-LAND USE FILE:MMD2020-00024 PLANNING: a. Narrative I. Respond to CDC 18.410.040.H.2 and submit documentation to show how this will be met o Response:Refer to new sheet E0.1 and cut sheet of pole mounted light fixture. The cutoff requirements are shown for the L21A/E1 in the luminaire schedule and also shown on the Site Plan for the pole mounted fixtures, where applicable to ensure lighting is directed towards the parking surface and not beyond parcel lines. II. Provide staff with dimensions on the height and area required for the light pole o Response:Refer to new sheet E0.1. Pole light heights are identified at MH:25'-0' adjacent to existing and proposed locations. See 2/E0.1 for pole base detail—area of base is estimated at 8 s.f. (2'dia x 4'-0"deep) III. Respond to CDC 18.420.060.E o Response:Per email on 7/17, PMDG and consultants were not required to respond to this comment. b. Site Plan I. Parking space near trash enclosure is missing a part of the parking stripe • Response:Added parking stripe on updated site plan A0.2 II. Parking space near new access line is missing a part of the parking stripe Response:Added parking stripe on updated site plan A0.2 III. Possible encroachment of the new access into a parking space o Response: (4)parking stalls adjacent to new access drive have been set back closer towards property line. In addition,a 6"bollard was added to force outgoing vehicles to wrap around and further deter from possible encroachment. c. Landscaping Plan I. Plants listed as invasive or noxious on the Portland Plant List are prohibited (CDC 18.420.030.F) Response: See response letter from Melanie Poe dated 7/9/20 d. Urban Forestry Plan I. Please explain why a paperbark maple tree was chosen as a parking lot tree instead of the parking lot trees shown in Urban Forestry Plan (UFM)Appendix 3. (UFM Section 13 Part 1.C). o Response: See response letter from Melanie Poe dated 7/9/20 pmdg@pmdginc.com pmdginc.com 877.277.9193 ENGINEERING: • 18.660 Tigard Triangle Plan District • 18.660.020 Applicability A. General Commercial (C-G) zone. The standards and procedures in this chapter do not apply to property that is located in the C-G zone within the Tigard Triangle Plan District, except for the transportation facility standards in Section 18.660.090. Property in the C-G zone is regulated by other chapters in this title, including, but not limited to, Chapter 18.120, Commercial Zones, and Chapter 18.320, Commercial Zone Development Standards. Response: Proposed site improvements are located within a property on the C-G zone; therefore, this chapter does not apply. Per Chapter 18.120, bank use (personal services)is allowed in C-G zone. Refer to original code response letter dated 6/15/20 for Chapter 18.320 findings. • Exemptions • B.1.d- Improvements to existing buildings or site improvements to bring them into compliance with applicable federal and state accessibility requirements. Response: Per exemption 8.1.d above and based on proposed improvements, our development type is exempt from all standards and procedures of this chapter. • 18.910 Improvement Standards • 18.910.020 General Provisions A. Applicability. Unless otherwise provided, construction, reconstruction or repair of streets, sidewalks, curbs, and other public improvements shall occur in compliance with the standards of this title. No development may occur and no land use application may be approved unless the public facilities related to development comply with the public facility requirements established in this chapter and adequate public facilities are available. Applicants may be required to dedicate land and build required public improvements only when the required exaction is directly related to and roughly proportional to the impact of the development. Response: Not applicable as off-site improvements are not proposed. Existing public right of way conditions are to remain with no change. • 18.930 Vision Clearance Areas • 18.930.010 thru 18.930.40 Response: Existing conditions at street corner will not allow for a 35'vision triangle at the major arterial street intersection. In this case,it's a condition where the design standard is not being taken further out of conformance. In addition, section 8.320.1 allows for Oft setbacks for front side, street side and rear. PROPERTY LINE ovenap of baring into vision Mangle at street corner CP • 1 .\ . n - RASE \ ' FN/NiIMPROVEMENT T1 . n l l i �� Erofir 713 4, Z R aru ui uPn i cK 1 b. Submit expected trip generation for proposed use Response: The below factors are based on the ITE Trip Generation Manual, 10"' Edition and Land Use Description that best matches the existing and proposed uses. There isn't a Land Use for walk-in bank and suspect the daily trip count of 100.03 will be less as our project does not have a drive-thru. The adjacent space will remain vacant or a portion will be converted to office space for Chase employees in the future. Chase has leased the entire building and has no intentions of sub-leasing to another tenant. i. Prior General Retail store SF= 11,290 sf ii. Proposed Bank Use SF=3,560 sf/ 7,700 vacant space Note that our client is exercising their right to use an approved access easement to add the new drive aisle. It is in our opinion, that this request should not apply to this review as the change of use was approved under MMD2020-00019. ITE Land Land Use Size Units Daily AM Peak PM Peak Use Code Trips Total In Out Total In Out 710 General Office Building 7.700 KSF 76 9 8 1 9 1 8 820 Shopping Center 7.700 KSF 292 7 4 3 29 14 15 911 Walk-In Bank 3-560 KSF 80 42 38 94 48 46 912 Drive-In Bank 3.560 KSF 358 - - - - - - Total Project Trips 726 96 54 42 132 63 69 *17E Land Use Code 911 doesn i generate daily hips.Code 912 was used to determine daily trips as it is the most similar land use Land Use ITE Daily Trip Generation Rate Code (average rates) Shopping Center(General 820 37.75 trips per 1000 square feet Retail) Drive-in bank 912 100.03 trips per 1000 square feet c. Submit Preliminary Stormwater Report speaking to requirements of Clean Water Services Response:Enclosed report for review. Respectfully, Pedro McCracken DESIGN GROUP, INC. Adrian J. Mora, Assistant Project Manager PM PM DESIGN GROUP, INC. 19120 SE 34th Street, Suite 115 Vancouver.WA 98683 DESIGN Date: 7/09/2020 Project Name: 11686 SW Pacific Hwy Minor Modification Project Arborist or Landscape Architect Name: Melanie Poe, PM Design Group Inc. Project Arborist or Landscape Architect Address: 19120 SE 3411i St, Suite 115, Vancouver, WA 98683 Project Arborist or Landscape Architect Telephone Number: (360)335-3511 x287 Project Arborist or Landscape Architect Email Address: mpoe@pmdginc.com ISA Certified Arborist No.: Landscape:N/A Architect Stamp: OR#694 Responses to Incomplete Status Items, City Memo dated 7/8/2020 Item 1.c.i. Plants listed as invasive or noxious on the Portland Plant List are prohibited. Response: Prunus laurocerasus 'Otto Luyken' shrub is listed as a Class C invasive plant on the Portland Plant List. This shrub specification has been replaced—see Sheet L1.0 revision dated 07/18/2020. Item 1.d.i. Please explain why a paperbark maple tree was chosen as a parking lot tree instead of the parking lot trees shown in Urban Forest Plan (UFM). Response: Acer griseum was chosen as a parking lot tree because there are utility lines over the area where they are to be planted. This reason was noted in the comments section of the UFM report provided with the application. This tree is the only tree shown on UFM tree lists that is approved by PGE to be planted under utility lines. There are no trees listed in the UFM Parking Lot Tree table that are approved to be planted under power lines, so a tree was not selected from that list. Per UFM Section 7, Part 2.D.3.h., Where there are overhead utility lines, the tree species selected must be of a type which, at full maturity, will not interfere with the lines. pmdg@pmdginc.com/pmdginc.com/877.277.9193 • .0110. 401 S. • • - fawns A 4° * alb iCirrt , 11111111111111111°° LED Area Lighting EALS-03 & EALP-03 powered by G E . - Product Feat =,-' The EAL Area Light luminaires offer a wide range of optical patterns,color temperatures,lumen packages,and mounting configurations to optimize area light applications,as well as provide versatility in lighting design within the same form-factor. They are ideal for commercial property site-lighting applications such as retail and commercial exteriors.The EALS(standard) area light has a lumen range from 7,500-30,000lumens.The EALP(premium)offers a similar lumen range of 25,000 to 70,000 lumens but with higher LPW and better lumen maintenance. Both the EALS-03 and EALP-03 feature our innovative,highly flexible Universal Mounting Arm option,which provides installers the ability to mount the EAL fixtures on both round and square poles of multiple sizes.In addition,it features both in-line and offset bolt patterns which enable it to easily be affixed to the majority of the bolt patterns one would encounter in the field. Applications Ratings • Site and area light applications such as parking lots, • GI&cUL Listed retail exteriors,commercial exteriors,roadways and • (9 UL 1598 Listed Suitable for Wet Locations other general lighting applications • IP65 optical enclosure per ANSI C136.25-2013 • Operating Temperature-40°C to+40°C(maximum of Housing +35°C for 570W) • Slim architectural design incorporates an integral heat • California Title 24 compliant(w/"H"motion sensor option) sink and light engine,ensuring maximum heat transfer, Mounting and long LED life. Option Cl:Integral Slipfitter for 1.25"-2"Pipe(1.66 in.OD-2.378 in. • Die cast aluminum housing OD)supplied with leads.+/-5 deg adjustment for leveling. • 3G vibration per ANSI C136.31-2010 Option Dl:Universal Mounting Arm,fitted for round LED &Optical Assembly or square pole mounting supplied with 16/3 3ft cable. • LM-79 tests and reports in accordance with Option Kl:Knuckle Slipfitter for 1.9 in.-2.3 in.OD Tenon IESNA standards with leads.Restricted aiming angle 0°to+45°. • Upward Light Output Ratio(ULOR)=0 Option Si:Knuckle Slipfitter for 2.3 in.-3.0 in OD Tenon (horizontal orientation) i(l:i with leads.Restricted aiming angle 0°to+45°. • 70CRI at 3000K,4000K and 5000K , Option V1: Knuckle Wall Mount with leads.Restricted • Distributions:II,III,IV,V aiming angle 0°to+45°. Lumen Maintenance Finish • Projected Lxx per IES TM-21 at 25°C for reference: • Corrosion resistant polyester powder paint,minimum thickness 2.0 mil. EALSO3 Lxx 110k1 @ Hours • Standard colors:Black,Dark Bronze,Aluminum,Gray&White. '''-, - •r • RAL&custom colors available. C2,C3,C4.C5,D2,03,D4,D5 L95 L92 L86 • Optional coastal finish available. F5,H2.H3,H4,H5 L95 L92 L86 L81 '. Electrical K2,K3,K4,K5 L94 L89 i F2,F3,F4,12,J3,J4,JS L94 I Lae Let. J • 120-277 VAC and 347-480 VAC available. • System power factor is>90%and THD<20%. Lxx(1':_ -'ours • ANSI C136.41 7-pin dimming receptacle,standard. 25,000 hr 50,000 hr 100,000 hr • ANSI photo electric sensors(PE)available for all voltages. 15,K2,K3,K4,K5 L97 _L96 L94 • LightGrid'"compatible. L2,L3,L4,L5,M2,M3,M4,M5 L97 L96 L94 • Dimming/Occupancy: J2,J3,J4,N2,N3,N4,NS L94 L91 Leo - Standard:0-10y;Optional: DALI 1120-277V,excluding P2,P3,P4,P5,02,03,04,95 L94 L91 164 400 watts and above) Note:11 Projected but based on LMBO 110.000 hour testingl.21 DOE Lighting Facts Verification Testing toleronces apply to initial lurninats flux and lusters maintenance measurements - Externally wired 0-10y dimming(optional) Lumen Ambient Temperature Factors: - DALI digital dimming.Contact manufacturer for availability. - Standalone dimming occupancy sensor with ambient ` t,,, paatar light sensor,option code"H". 10 02 - Daintree occupancy sensor available. 0 101 • Surge Protection tested per ANSI C136.2-2015. 225 1.00 - 6kV/3kA"Basic"surge protection,standard. - 10kV/5kA"Enhanced"surge protection optional. 30 0.99 40 0.98 Warranty ;r„ • 5 Year Standard „ • 1:Standard qualified models available.Please refer to n 'www.desiq , for complete information. Accessories ,,, • Photoelectric Controls(see page 10) 1 • Premium qualified models available.Please refer to • Light Shields(see Data Sheet OLP 3120 Shielding for EAL Area Light Fixtures) r „ , 'www.designlights.org/OPLforcompleteinformation. lam nrrlcrirtc Number fnsoir 110,4 Evolve"' LED Area Light TEALS-03) EALS 03 7 ---- -- - -- -- - -- - - -- ---- --- '1,1koY.ID '7iENERATION VOLTAGE C3il1CA101tTR18UTtON' • CRI ''' OLOR OPTIONS CODE N i id.. E =Evolve 03=3rd 0=120-277* SM=Symmetric .7=70(mini 30=3000K0 l N=Dimming thm'A=ANSI 7-pin PE •C1=Integral Slipfitter GRAY=Groy F=Fusing AL=Area Light Generation 1=120 Medium 40=4000K PE receptacle receptacle(no control)i for 1.25"-2"Pipe BLCK=Black H=Hoban SenswlserearSwitchl S =Standard 2=208 SW=Symmetric Wide S0=S000K D=External D=ANSI 7-pin PE .I1.66in.OD-2.378 n. OKBZ=Dark H2=Notion SensorlDoinb-ee) 3=240 SH=Symmetric "Select Dimming 1872-3ft receptacle with OM* Bronze J=cUL/Conoda 4=277 High Angle 30cable shorting cap providea 01=Universal WHTE=White L=Tool-Less Entry 5=480 AF=Asymmetric for IDA CT K=Non-denmade' Mounting Arrr,fitted R=Enhonced Surge Protection for IDA D=347 Forward Approved All constructions Note:•See accessories for round or square I10kVl5kAl H=347-480* AH=Asymmetric units supplied with section on page 10 for:pole mounting** SS=Rotated Lett *Not available High Angle ANSI C13641 -PE Control ordering K1=Knuckle Slipfitter S2=Rotated Right with Fusing. AW=Asymmetric Wide 7-pin Receptacle for 1.9 in-2.3in.OD T=Elevated Surge Protection Must choose a AN=Asymmetric Tenon**+ (20kV/101tA) descreet voltage Narrow/Auto 'Required for Cs S1=Knuckle Slipfitter U=DAU dimming^t with F Option 'Optical Codes.Not for 2.31n-3Oin OD V=3-Position Terminal Blocky available for other Tenon*** =Coastal Finish optical codes, V1=Knuckle Wall )OOt=Special Options Note:Standard Mount*** 'CoreartMa atarerfor wobbiliry dimming 0-10V *Supplied with 3FT +canpoliblewiN ughtGrd 2Drooes lends *Notrompnibkm 347-480'Jorwlh **Supplied with 3FT nebonsensacanrvl power cable 1 Foamed left or nghr lgghtdnntuuon #14/3pider orentot eassemhIedm^ronulaclunng. Aiming Not gltiwbleforSymmetr;Llsrnbudom Angle 0°to+45' tiote:M2 optb"nal ova lob#at 370v-480J iii- II' TYPICAL INITIAL TYPICAL SYSTEM LUMENS WATTAGE BUG RATING ,TYPE OPTICAL DISTRIBUTION 4000K& 120-277V 3000K 4000&5000K TES FILE NUMBER TES FILE NUMBER IES FILE NUMBER CODE 3000K 5000K & 347-480V e-U-G B-U-G 3000K 4000K 5000K C5 Symmetric Medium(SMI 7300 7500 46 B3-U0-G1 B3-110-G1 EALS03 CSSM730.IES EALS03 CSSM740_.IES EALS03_C5SM7S0_IES D5 Symmetric Medium ISM) 9800 ' 10000 64 B3-UO-G1 • B3-U0-G1 EALSG3 D5SM730_.IES EALSO3 D5SM740 .(ES EALS03 DSSM750_.IES ' F5 Symmetric Medium ISM) 14700 15000 101 B4-UO-G2 B4-UO-G2 EALS03 F5SM730 .IES EALSG3 F55M740 .IE5 EALS03_F5SM750 .IES HS Symmetric Medium ISM) 19600 20000 140 B4-UO-G2 B4-UO-G2 EALSO3_H5SM730 .IE5 EALSO3_H5SM740_IES EALSG3 HSSM750 .IES 15 Symmetric Medium ISM) 24500 25000 186 B4-UO-G2 B4-UO-G2 EALS03 J5SM730.IES EALS03 J5SM740 .IES EALS03_J5SM750 .IES K5 Symmetric Medium(SNP 29400 30000 239 BS-UO-G3 B5-UO-G3 EALS03 K5SM730 .IE5 EALS03 K5SM740 .IES EALS03 K55M750 .IES CS Symmetric Wide(SW 7300 7500 46 82-U0-G1 B2-U0-G1 EALS03_C55W730.IES EALS03_C5SW740 .IES EALSG3 C5SW750 .IES D5 Symmetric Wide(SW 9800 10100 64 83-UO-G1 83-U0-G1 EALSG3 D5SW730 .IES EALSG3 DSSW740.IES EALS03 055W7S0_.IES_ Type FS Symmetric WidelSWl 14700 15100 101 B3-UO-G2 83-U0-G2 EALS03_F55W730_.IES EALS03 F5SW740.IES EALS03_FSSW750 IES_ H5 Symmetric WidelSWl 19700 20200 140 B4-UO-G2 B4-U0-G2 EAL503_H55W730=IES EALS03_H55W740_IES EALS03 H5SW750 IES i J5 Symmetric WidelSWl 24600 25200 186 B4-UD-G2 84-UO-G2 EALSO3_JSSW730_IES EALS03_JSSW740 .IE5 EALS03_JSSW750_IES K5 Symmetric WidelSWl Z9600 30300 239 85-U0-G2 B5-U0-G2 EALSG3 KSSW730.1ES EALSG3 KSSW740_.IES EALSG3 KSSW750 .IES CS Symmetric High Angle ISH 7000 7200 46 83-U0-G1 B3-U0-G1 EALS03_C55H730_IES EALSO3_C5SH740_.IES EALS03 C55H7501ES D5 Symmetric High Angle lSH 9400 9600 64 63-UO-G2 B3-U0-G2 EALSO3_D5SH730_IES EALS03_D5SH740_IES EALS03_D55H750_IES FS Symmetric HighAnglelSH 14200 14500 101 84-U0-G2 64-U0-G2 EAL503_F5SH730.IES EALSO3_F55H740_IES EALSO3_FSSH750_IES_ HS Symmetric High Angle ISH 18900 19300 140 84-U0-G2 B4-U0-G2 EALS03 H55H730_IES EALS03 H5SH740 .IES EALS03 HSSH750 .IES J5 Symmetric High Angle ISH 23600 24100 186 85-UO-G3 B5-UO-G3 EALS03 155H730 .IES EALS03 15SH740 .IES EALSG3 J55H75G .IES_ K5 Symmetric High Angle ISH 28400 29000 239 BS-UO-G3 85-U0-G3 EALS03 K55H730_.IES EAL503_K5SH7401IES EALS03_K5SH750_IE5 C4 Asymmetric ForwardlAF 7300 7500 50 81-U0-G2 B1-U0-G2 EAL503 C4AF730 .IES EALS03 C4AF740 .IES EALS03 C4AF750 .IES_ D4 Asymmetric Forward AF 9800 10000 70 B2-U0-G2 B2-UO-G2 EALSG3 94AF730.IES EALSG3 D4AF740 .IES EALS03 D4AF750.IES F4 Asymmetric Forward AF 14700 15000 116 82-UO-G2 B2-UO-G2 EAL503_F4AF730.IES EALS03_F4AF740 .IES EALSO3_F4AF750 .IES H4 Asymmetric Forward AF 19600 20000 140 B3-U0-G3 B3-UO-G3 EALS03 H4AF730.IES EALS03 H4AF740 .IES EALS03 H4AF750 .IES J4 Asymmetric Forward(AI 24500 25000 186 B3-U0-G3 B3-U0-G3 EALS03_J4AF730_IES EALS03_J4AF740_.IES EALSO3_J4AF750_IES Type IV K4 Asymmetric Forward(AF 29400 30000 239 B3-U0-G4 83-UO-G4 EALSO3 K4AF730_IES EALSO3_K4AF740 .IES EALSO3K4A1750 .IES C4 Asymmetric High Angle(AHI 7000 7200 50 62-U0-G2 82-UO-G2 EALSG3 C4AH730 .IES EALSG3 C4AH740_.IES EALS03_C4AH75G .IES_ D4 Asymmetric High Angle IAHI 9400 9600 70 82-U0-G2 82-UO-G2 EALSG3 D4AH730 .IES EALS03_D4AH740_IES EALS03 D4AH750_.IES_ F4 Asymmetric High Angle(AHI 14200 14500 116 B3-U0-G3 83-UG-G3 EALS03 F4AH730 .IES EALS03_F4AH740_.ES EALS03 F4AH750 .IE5 H4 Asymmetric High AnglelAHI 18900 19300 140 B3-U0-G3 63-UO-G4 EALS03_H4AH730_.IES EALS03H4AH740_IES EALS03 H4AH750_IES J4 Asymmetric High AnglelAHI 23600 24100 186 B3-U0-G4 83-U0-64 EALS03_J4AH730_IES EALS03_J4AH740.IES EALSG3 J4AH750 .IES K4 Asymmetric High Angle IAHI 28400 29000 239 83-UO-G4 63-UO-G4 EALSG3 K4AH730 .IES EALSG3 K4AH740 .IE5 EALSG3 K4AH750_.IES C3 Asymmetric Wide(AW 7300 7500 50 82-U0-G1 62-UO-G1 EALS03_C3AW730_IES EALS03_C3AW7401IES EALS03 C3AW750_IES 03 Asymmetric Wide(AW 9800 10100 70 82-UO-G2 B2-UO-G2 EALS03_D3AW730_IES EALS03_D3AW740_.IES EAL503_D3AW750_.IES Type III F3 Asymmetric Wide TAW 14700 15100 116 82-U0-G2 82-UO-G2 EALS03_F3AW730 .IE5 EALS03_F3AW740_.IES EALSO3_F3AW750 .IES H3 AsymmetricWidelAW 19700 20200 140 83-UO-G2 83-UO-G3 EALSO3_H3AW730 .IE5 EALS03 H3AW740_IES EALS03 H3AW750 .IE5 J3 Asymmetric Wide lAW 24600 25200 186 83-UO-G3 B3-UO-G3 EALS03_J3AW730 .IES EALS03_J3AW740.IES EAL503_J3AW750 .IES K3 Asymmetric Wide lAW 29600 30300 239 B3-UO-G3 B3-U0-G3 EALSG3 K3AW730.IE5 EALS03 K3AW740 .IES EALS03 K3AW750 .IES C2 Asymmetric Narrow/AutolANl 7300 7500 50 B2-U0-G2 82-UO-G2 EALS03_C2AN730_.IES EALS03 C2AN740 .IES EALS031C2AN750_.IES ` D2 Asymmetric Narrow/Auto AN) 9800 10100 70 B2-UO-G2 82-UO-G2 EALS03 D2AN730 .IES EALS03 D2AN740 .IES EALSG3 D2AN750 .IES_ Type I) F2 Asymmetric Narrow/AutolANl 14700 15100 116 B3-U0-G3 B3-UO-G3 EALSO3_F2AN730_IES EALSO3F2AN740_IES EALS03 F2AN75G_IE5_ H2 Asymmetric Narrow/AutolANl 19700 20200 140 B3-U0-G3 63-UD-G3 EALS03 H2AN730 .IES EALS03_H2AN740 .IES EALS03 H2AN750 .IES • J2 Asymmetric Narrow/AutolANl 24600 25200 186 B3-U0-G3 63-U0-G3 EALSG3 J2AN730_IES EALSG3 J2AN740_IES EALS03_J2AN750_IES K2 Asymmetric Narrow/AutolANl 29600 30300 239 83-U0-G3 83-U0-G3 EALSG3 K2AN730 .IES EALS03 K2AN740 .IES EALSG3 K2AN750 .IES • Ph.,.s f r'.rrt„a f r t( Evolve' LED Area Light(EALS-03) EALS Type II-Asymmetric Narrow/Auto EALS Type VS-Symmetric High Angle 30,300 Lumens,5000K(EALS03_K2AN750_.IES) 29,000 Lumens,5000K(EALS03_K5SH750_.IES) It =i� i � 52 � ��i�°y ..� eel..I" ::'.� � i :a � � . . Grid Distance in Units —Vertical plane through horizontal angle Grid Distance in Units —Vertical plane through horizontal angle ...._ �� of Mounting Height at 40'Initial of maximum candlepower at 55' of Mounting Height at 40'Initial of maximum candlepower at 50' Footcandle Values at Grade — Vertical plane through horizontal angle of 34° Footcandle Values at Grade — Vertical plane through horizontal angle of 69° EALS Type III-Asymmetric Wide EALS Type VS-Symmetric Medium 30,300 Lumens,5000K IEALS03_K3AW750_IESI 30,000 Lumens,5000K(EALS03_K55M750_IESI r - .5 ".................... Grid Distance in Units —Vertical plane through horizontol angle ...e�T Grid Distance in Units —Verticol plane through horizontal angle ��........ of Mounting Height at 40'Initial of maximum candlepower at 45° of Mounting Height at 40'Initial of maximum candlepower at 45° Footcandle Values at Grade — Vertical plane through horizontol ongle of 58' Footcandle Values of Grade — Vertical plane through horizontal angle of 65' EALS Type IV-Asymmetric Forward EALS Type VS-Symmetric Wide 30,000 Lumens,5000K IEALS03_K4AF750_IESl 30,300 Lumens,5000K(EALS03_K5SW750_IES) ia t iiit 11 __A. I - : / Llz ��1PI gvi Sfit �► 1i • \\:-....'\- ..- _ *ej ktotv,iii, ,:i.;;7, E M II • 111.11:1111111111.—.— rr�� AMER; _... God Distance in Units —Vertical plane through horizontal angle ..... Grid Distance in Units —Vertical plane through horizontol angle of Mounting Height at 40'Initial of maximum candlepower at 20° of Mounting Height at 40'Initial of maximum candlepower at 50° Footcandle Values at Grade — Vertical plane through horizontal angle of 58° Footcandle Values of Grade — Vertical plane through horizontal angle of 55° EALS Type IV-Asymmetric High Angle 29,000 Lumens,5000K(EALS03_K4AH750_IES) mi 4ZSEE$' Grid Distance in Units —Vertical plane through horizontal angle of Mounting Height at 40'Initial of maximum candlepower at 45' Footcandle Values of Grade — Vertical plane through horizontal angle of 70' Ordering Number Logic lge=t6 Evolve'LED Area Light(EALP-03) EALP 03 7 ---- -- — -- -- — -- — — -- ---- --- PROD.ID GENERATION VOLTAGE OPTICAL DISTRIBUTION CRI CCT DIMMING CONTROLS MOUNTING COLOR OPTIONS CODE ARM E =Evolve 03=3rd 0=120-277` SM=Symmetric 7=701min) 30=3000K0 N=Dimming thru A=ANSI7-pin PE C1=Integral Slip-fitter GRAY=Gray F=fusing AL=Area Light Generation 1=120 Medium 40=4000K PE receptacle •receptaclelno contrail 2'Pipe 12.378 in.OW SICK=Block H=Motion SwreorlSensorSwachl P =Premium 2=208 SW=Symmetric 50=5000K D=External D=ANSI 7-pin PE D1=Universal DKBZ=Dark HZ=Motion Sensor IDaintreel 3=240 Wide Dimming18/2-3ft receptaclewith MountingArm,fitted Bronze J=cUUCanado aselen 4=277 SH=S mmetnc cable shortingcapprovided for round or square WHTE=White L=Tool-Less 5=480 y 3000K CCTP qEntry High Angle K=Non-dimmable` pole mounting" R=Enhanced Surge Protection for IDA D=347 AF=Asymmetric Note See accessories K1=Knuckle lipfitter (10kV/SkAI Forward H=347-480` Approved All lied withctions sedianonpo e10fa for l.9in-23in.OD S1=Rotated Left i *Not available AH=Asymmetric units supplied w PE Control ordenng Tenon'++ 52=Rotated Right with Fusing. ANSI C336.41 9 High Angle 7-pin Receptacle 51=Knuckle SlipfHter T=©evarcd Surge Protection Must chooses AW=Asymmetric Wide for 2.3in.-3.0in OD (20kV/101cA) descreet voltage AN=Asymmetric 'Required for Cu Tenon'++ U=CALI dimming^+ with F Option Narrow/Auto Optical Codes.Not V1=KnuckleWoll V=3-Position Terminal BlockY available for other Mount'++ =CoostolFinish optical codes. 'Supplied with leads MX=Special Options Note:StandardSupplied with `Centro Monufanure for nsoibbiry dimming 0-10V 16/3 ft cable +CorrpwWevehUgioGna 20 nodes ++Restricted Aiming ^Notcompodbeel 347480°',A:I,masicn Angle 0°to+45° sensarcoreds arabeve 4UGW t Foamed Via-rgn1L n:dcnb ew orientmor,aassemclei in so ecscg Not applicable for 5ymmeliroismb.5Gm NOteHanon nctmolabIefa4'rtNand &mean grmtans Mk FEopton notoraihbka 3701-sAle uh61) RNM6]I TYPICAL INITIAL TYPICAL SYSTEM LUMENS WATTAGE BUG RATING TYPE OPTICAL DISTRIBUTION 4000K& 120-277V 3000K 4000&5000K I ES FILE NUMBER IES FILE NUMBER IES FILE NUMBER CODE 3000K 5000K 6.347-480V B-U-G B-U-G 3000K 4000K SOOOK J5 — Symmetric Medium[SMl — 23600 25000 172 34-UO-G7 B4-JO-G2 EALP03_J55M730_IES EALP03_155M740.IES EALP03_JSSM750_IES N5 _. Symmetric Ned-dm[SM] 28300 30000 212 35-UO-63 B5-JO-G3 EALPD3 K5SM73C_IES EALP03_d55M740_.IES EALF03_K55M75D_JES_ NS `_ S�mmecrc'led um OK _ 33000 35000 263 35-UO 63 BS-JO G3 EALP03_LSSM730_IES EALP03 LSSM740 JCS CALP03 LSSM750.IES _ L5 Symmetric 1 MS, Symmetric Medum ISM] 37800 40000 305 35-UOGO 1 B5-U0G4 EALP03M5SM730,IES EALPO3_M55M740_,IES EALP03_M5SM7S0_IES_ y is MedlumlSMl' 47200 50000 400 35-U0 G4 1. eS-JO G4 EALP03 N55M730_,IES EALP03_N5SM740_.IES EALP03 N5SM750.IES_ PS _ Symmetric MediumlSMl 56700 600D0 473 35-UO-G4 ES-JO-G4 EALPO3_P5SM730_IE5 EALP03_PSSM740_IES EALP03_PSSM750.IES_ ( OS Symmetric Medium 661D0 70000 570 35-UD-GS 85-JO-GS EALP03_Q55M730,IES EALP03_Q5SM740_IES EALPE3_055M75D JES 15 - Symmetric Wide OW 23590 25000 172 34-00-62 84-U0-G2 EALP03 J55W730.IES EALP03_J5SW740,IES EALP03_J55W750.IES__ K5 Symmetric Wide[SW 28300 30000 212 BS-UD-G2 E5-UO-G2 EALP03_K55W730QIES EALP03 KSSW740_JES EALP03 KSSW7i0_IES _ LS _ Symmetric WdelSW 33000 350D0 263 85-UO-G2 B5-U0-62 EALP03 LSSW730_IES EALP03L5SW740.IES EALP03 L5SW750_IES _ Type V M5 Symmetric Wide[SW 37800 40000 305 8S-U0-62 BS-UO-G2 EALP03_'55W730.IES EALP03_M55W7401E5 EALP03_MSSW750_.IES N5 Symmetric Wide OW 47200 5000C 400 85-UOG3 ` 85-UOGO EALPD3 N5SW730JES EALP03 NSSW74C_IES EALPD3_NSSW750.IES_ PS _ Symmetric Wide ISW 56700 6000C 470 65-UD-G3 85-1063 I EALP03 P5SW73OJES EALP03_P55W740_IES EALP03 P55W75J.IES__ Q5 Symmetric Wide(SW 36100 7000C 570 85-U0 G4 85-U0 G4 I EALP03 Q5SW730 IES EALP03_055W74C JES EALP03_Q55W750,IES 15 • Symmetric High Angle l5hl 22700 24100 172 85-0-93 - 85-10-G3 EALPD3155H730_IES EALP03_155H740_ES - EALP03_JSSH750_IES _ K5 Symmetric High Angle ISEI 274D0 29000 212 65-U0-63 BS-UO-G3 EALP03 K55H730_IES EALPD3 K55H740_IES EALP03_K5<_H750_IE5 _ L5 Symmetric High Angle IS HI 31900 3380C 263 65-CD-G4 13S-UO-G4 EALP03_L55H730_•IES EALPD3LSSH740_IES EALPD3_LSSH750_IES_ MS Symmetric High Angle 1SPI 36100 38600 305 65-01-G4 _BS-UO-G4 EAV03_MSSH?3D_IES EALP03_M5SH74D_IES EALP03 MSSH750 IES _ N5 Symmetric High Angle lSlI 45600 48300 400 85-0-G4 _ 65-UO-GS EALP03_NSSH730_IES EALP03_N5SH740_IE5 EALP03 N5SH750JE5 P5 Symmetric High AnglelSFi 54800 58000 470 85-U0-G5 BS-UO-GS EALP03_P55H730_.IES EALP03_P55H740_,IES EALP03 P55H754-ES • • Q5 Symmetric High Angle lSH 5380C 67600 570 BS-U4G5 BS-UO-GS EALP03_05SH730 IES EALP03_QSSH740 JES EALPO3_QSSh750_IE5_ Type IV,Type III and Type II Claims Table for EALP-03 continued on Page 6 Ordering Number Logic Evolve"LED Area Light(EALP-03) TYPICAL INITIAL TYPICAL SYSTEM LUMENS WATTAGE BUG RATING TYPE OPT CAL DISTRIBUTION 4000K& 120-277V 3000K 4000&5000K IES FILE NUMBER IES FILE NUMBER IES FILE NUMBER CODE 3000K 5000K &347-480V B-U-G B-U-G 3000K 4000K 5000K . 14 __ Asymmetric Forward lAF 23600 25000 I 200 i 83-U0-G3 ' B3-UO-G4 I EALP03_J4AF730_.IES EALP03_J4AF740_IES ` EALP03_J4AF750_,IES _ K4 Asymmetric ForwardlAFl 28300 30000 212 B3-UO-G4 B3-UO-G4 EALP03_KAAF730JES EALP03_K4AF740JES EALP03 K4AF750_.IES_ L4 __Asymmetric Forward IAF 33000 35000 263 B3-UD-G4 B3-U0 G4 EALPD3 L4AF730_JE5 EALP03_L4AF740_IES EALP03 L4AF150.1E5_ M4 __ Asymmetric Forward(AF 37800 40000 305 • B4-UD-G4 Bt-UO-G5 EALP03_M4AF730_IES EALPO3_M4AF7401ES EALP03_M4AF750_ES _ N4 Asymmetric Forward(AF _ 47200 50000 400 84-U0-G5 134.00-GE EALP03 N4AF730_JES EALP03_N4AF74C_ES EALP03_N4AF750_JCS _ P4 _ Asymmetric Forward 1AF _ 56700 60000 470 84-U0-G5 84-UC-GE EALP03_P4AF730_.IES EALPD3_P4AF74D_JES EALP03_P4AF750JE5 _ (Type IV Q4 Asymmetric Forward IAF 66100 70000 570 84-UO-GO 84-UO-GS EALP03_004F730_.IFS EALF03_Q4AF74C .ES EALP03_Q4AF750IES 14 _Asymmetric High Angle MA. 22700 24100 200 B3-UO-G4 83-90-GO EALP03_J4AH730_IES EALPD314AH740_IES EALP03_J4AH750.IES K4 _Asymmetric High AngielAHl_ 27400 29000 212 B3-UO-G4 B3-U0-GS EALP03 K4AH730_.IES EALP03_KAAH740JE5 EALP03_K4AH730.IES L4 Asymmetric High AnglelAHl 31900 33900 263 B4-110-65 64-90-G5 EALP03_L4AH730_.IES EALP03L4AH740 IES EALP03L4AH750_.IES _ M4 Asymmetric High Angle IAHI 36400 38600 305 B4-U0-65 64-J0-GE EALP03_M4AH730_IES EALP03_M4AH740_IES EALP03 M4AH750_IES • N4 Asymmetric High AnglelAHl 45600 48300 400 134-00-65 64-10-GE EALP03_NOAH730JES EALP03 N4AH740 JES EAL903 N4AH750_IES _ P4 _ AsymmetdcH hAnglelAHl 54800 58000 470 84-UO-GE 8441D-GE EALP03_P4AH730_.1E5 EALP03_P4AH740_.IES EALP03 P4AH750_IES Q4 Asymmetdc High Angle 63800 67600 570 BS-110-G5 ES-UD-GE EALP03 Q4AH73D_IES EALP03_04AH700_JES EALP03_04AH750_IES J3 Asymmetric Wide WWI 23600 25000 200 r 83-U0-63 63-U0-G3 EALP03 J3AW730_IES EALP03 J3AW740_IES EALP03—J3AW750_IES K3 Asymmetric Wide IAW0 28300 30000212 1I 83-UO-G3 83-U0-G3 EALP03_K3AW730_IES EALP03 K3AW740_IE5 EALP03_K3AW750_IE5 L3 _ Asymmetric WidelAW) 33000 35000 263 1 83-50-63 84-UDG3 !. EALP03_L3AW730_IE5 EALP03_L3AW740_.IES '.. EALP03_L3AW750JES Type III M3 _ Asymmetric Wide IAWI. __ 37800 40000 305 , 84-U0-G3 84-U0-G4_ EALP03 M3AW730 IES EALP03 M3AW740_IES EALP03_M3AW750.IES N3 Asymmetric WidelAWl __ 47200 50000 400 ' 84-90-G4 04-U0-G4 _ EALPO3_N3AW730_IES EALP03 N3A'W740_IES EALP03 513AW750_IE5 P3 Asymmetric YJide IAWI 56700 60000 470 65.90-G4 B5-SOG4 EALP03_P3AW730.IES EALP03_P3AW740_ES EALPD3 P3AW750_IES t Q3 Asymmetric Wide IAWI 66100 70000 570 ES-UO-GS BS•UD G5 EALPO303A91730_IFS EALPO3_Q3AJJ740 IES EALPO3_Q3AW150_IES I 12 Asymmetric Norrow/Auto IANI 23800 25200 200 83-1.10-63 B3-00G3 EALPOO_J2AN730JES EAL003 J2AN740 IE5 EALP03_J2AN750_IES - K2 Asymmetric Narrow/Auto IANI 28600 30300 212 83-'JO-G3 B3-UO-G3 EALP03 K2AN730_IES EALP03_K2AN7.0_IES EALP03_K2AN750_JES_ L2 Asymmetric Narrow/AutolAN) 33300 35300 263 84-UO-G4 B4-UO-Q4 EALP03_L2AN730.IES EALPD3_t2AN740.IES EALP03_L2AN7501E5_ Type II M2 Asymmetric Narrow/AutolAN) 38100 40400 3C5 84-UO-G4 34-UO-G4 EALP03_M2AN730 LES EALP03_M2AN740_IES EALP03_M2AN750_IES__ N2 Asymmetric Narrow/Auto IAN) 47700 30E00 400 84-U0-G4 34-UO-G4 EALP03_N2AN730.IES EALP03 N2AN740_IE5_ EALP03_N2AN750_IES _ i P2 Asymmetric Narrow/Auto IAN) 57200 50600 470 84-UO-54 B4-US-G4 - EALP03_P2AN730_JES EAV03_P2AN740_.IES EALP03_P2AN750_.IE5- j Q2 Asymmetric Norrow/AutolAN) I 56800 707W 570 B5-U0-G5 BE-US-GE EALP03_Q2AN7301ES EALP03_Q2AN7401ES EALP03_Q2AN750.IES PhntnrPtrir• Evolve" LED Area Light(EALP-03) EALP Type II-Asymmetric Narrow/Auto EALP Type VS-Symmetric High Angle 70,700 Lumens,5000K(EALP03_Q2AN750_IESI 67,600 Lumens,5000K(EALP03_Q5SH750_.IES) L 'II0 itti.at ' ��'�ftk4 ♦Q b ♦ ' 1. •1.%3qp caws:: m: / •��_ �� Grid Distance in Units —Vertical plane through horizontal angle --. .- Grid Distance in Units —Vertical plane through horizontal angle N....»....,.� of Mounting Height at 40'Initial of maximum candlepower at 60° of Mounting Height at 40'Initial of maximum candlepower at 20° Footcondle Values al Grade — Vertical plane through horizontal angle of 35° Footcondle Values at Grade — Vertical plane through horizontal angle of 66° EALP Type III-Asymmetric Wide EALP Type VS-Symmetric Medium 70,000 Lumens,5000K(EALP03_Q3AW750_.IES) 70,000 Lumens,5000K(EALP03_Q5SM750_IES) j AIMPI.ilr -- • . .444".11:1.'#44 ilitt_sttitil'f :::'''•'.. ' Grid Distance in Units —Vertical plane through horizontal angle Grid Distance in Units —Vertical plane through horizontal angle of Mounting Height at 40'Initial of maximum candlepower at 40° of Mounting Height at 40'Initial of maximum candlepower at 40° Footcandle Values of Grade — Vertical plane through horizontal angle of 61° Footcandle Values at Grade — Vertical plane through horizontal angle of 65° EALP Type IV-Asymmetric Forward EALP Type VS-Symmetric Wide 70,000 Lumens,5000K(EALP03_Q4AF750_.IES) 70,000 Lumens,5000K(EALP03_Q5SW750_IES) ? 1 I I �f�Q WV Ifs14/4 :nsannu:nee 5 t ►l dim $° ��ink�� ,, ..._......._..' instm .........„..ii . 10 ',I kr)."''* ., I 4.:0111110 11.-- ieeeeeoiesce Rim s� Grid Distance in Units —Vertical plane through horizontal angle ...-....-« Grid Distance in Units —Vertical plane through horizontal angle ............„. of Mounting Height of 40'Initial of maximum candlepower of 20° of Mounting Height at 40'Initial of maximum candlepower at 35° Footcondle Values at Grade — Vertical plane through horizontal angle of 57° Footcandle Values at Grade — Vertical plane through horizontal angle of 56° EALP Type IV-Asymmetric High Angle 67,700 Lumens,5000K IEALP03_Q4AH750_.IES) EMU jP� ,��. I ........'_........ 5 . Grid Distance in Units —Vertical plane through horizontal angleof Mounting Height at 40'Initial of maximum candlepower at 45' Footcandle Values at Grode — Vertical plane through horizontal angle of 72° Product Dimensions Evolve"LED Area Light(EALS-03 &EALP-03) 25.2 in. Integral Slipfitter: Cl [641mm] de"" -",.e:.4... -V..' o 16.0 in. 14.7 in. 1405 mml 11 ® ° - [i73 mml , . _II 11 TOP VIEW in. [109 mml i Adjustable for 1-1/4 to 2 in.Mounting Pipeip��e` --- 111 [1.660 to 2.375 inch OD) R11.465 in. 1.9 in. 142 to 60 mm OD] [R291 mm) 148 mm] Depth of 2.9 to 3.6 in. BACK VIEW SIDE VIEW FRONT VIEW 29.2 in. 1741 mm] Knuckle Slipfitter: S1 _ / fr/r A I (I ® / 4' 7 Knuckle Slipfitter Arm Mount TOP VIEW liAll 0°to 45°Aiming Range 1 -- ��,a 4.3 in. 10.0 in. 1 - [109 mm1 II-II [254 mm] Mil1 R11465 in ,2-- 1.9 in. IR291 mm] 148 mm] 1111. SIDE VIEW FRONT VIEW 28.8in 1731 mn` Knuckle Slipfitter: K1 17 '.. \' \ '\ /...id a o.-ItE o I . . . ,_•, , '-c, , ip .1I TOP VIEW I Knuckle Slipfitter Arm Mount �`. 0°to 45°Aiming Range l ^°I--_ . )=114 r ILI SIDE VIEW FRONT VIEW Prnrlftrt fimPncinnc Evolve" LED Area Light(EALS-03 &EALP-031 Universal Mounting Arm: n1 27.9 in. 06.0 in. éi1])ThI [709 ml [0152 mm1 000• 0001-.... Eir% ( . •,„•!...• _:..:/O nO. NIIIimm�. Tr. Round Pole V 1 1.3 in. Lein. TOP VIEW [33 mm] 144 mml 4.4 in. 1— =_11 mm] 6.4 in. 7.7 in. 4.3 in. (162 mm] [197 Mnd I109 mml 2.5 in. R11.465 in. 1.9 in. l u l [63 mm]Square Pole Min. [R291 mm] [48 mml BACK VIEW SIDE VIEW FRONT VIEW Knuckle Wall Mount: V1 30.5 in. (775 mm] 6.1 in. 17T/1,7-- 00'1155 mm1 �I--....------ 4iiiii. JIllo• - III �mi,I 4�� [311 mmlt Knuckle Wall Mount I 0°to 45°Aiming Range (73 2.8mml TOP VIEW I wall Mount Hole Pattern 1 L 4.3 in. iftell [109 mm] R11.465 in. 1.9 in.—Pr FRONT VIEW [R291 mml [48 mm] SIDE VIEW • Approximate Net Weight:27 lbs(12.2 kgl • Effective Projected Area: -Knuckle Slipfitter S1,K145°aim,EPA=2.45 -Knuckle Slipfitter S 1,K1 downward aim,EPA=0.73 li` -Universal Arm Mount Dl,EPA=0.54-Knuckle Wall Mount V1,45°aim, EPA=0.77 sq ft min and 1.43 sq ft max -Integral Slipfitter Cl,EPA=0.63 Accessories Evolve"LED Area Light(EALS-03 & EALP-03) PE Accessories Ito be ordered separately) S•P umber Part Number Description 93029237 PLD rMV LED-' 4 tSI C136.41 Dimming PE,120-277V 28299 7E0E7- STANDARD 120-277V 93029238 PED-347-LED-7 ANSI C136.41 Dimming PE,347V 28294 PEC5 1 STANDARD480V 93029239 PED-480-LED-7 ANSI C136.41 Dimming PE,480V 80436 PECDTL STANDARD 347V 73251 SCCL-PECTL Shorting cop H-Motion Sensing Option • Intended for applications,between 15-30 ft.mounting height.(4.57-9.14m). For mounting heights exceeding 30 ft.,pole mounted sensors are recommended. • Provides a coverage area radius for walking motion of 15-20 ft.(4.57-6.10m). • Provides 270°of coverage(-90°is blocked by the pole). • Standard factory settings: -50%output when unoccupied,100%output occupied. -Integral PE Sensor. -5 minute post-occupancy time delay,5 minute dimming ramp-down. • Fixture power increase of 1W expected with sensor use. Note:Standard options may be reprogrammed in the field.Reprogramming instructions included in product shipment. Sensor Pattern 10' • 2a BY BY 10' 1a Sensing Pattern Area Fixture Up to 30 ft. Mounting Height Mounting Information Evolve"LED Area Light TEALS-03&EALP-03) Mounting Options for Integral Slipfitter - (Mounting Arm C1) Order separately SQUARE POLE MOUNTING APM SQUARE POLE MOUNTING DRILLING TEMPLATE 3.5 TO 4.5-inch(89 to 114mm)SQUARE 0.438 in. (WILL ALLOW 4 FIXTURES PER POLE @ 90 DEGREES.) [011 mml 12 Places) 0 IO f �26j007 5.25 0 in. � ro [133 mm] 2.196 in. c [56 mm] 4.392 in. [112 mm] 0.750 in. P; (019 mm) 0.656 in. ORDER SEPARATELY FROM FIXTURE AS CATALOG NUMBER [17 mm] SPA-EAMT1OBLCK"Black" 1.312 in._ SPA-EAMT10DKBZ"Dark Bronze" [33 mml SPA-EAMT10WHTE"White" SPA-EAMT1OGRAY"Gray" ROUND POLE MOUNTING ARM DRILLING TEMPLATE ROUND POLE MOUNTING DRILLING TEMPLATE 3.5 TO 4.5-inch(89 to 114mm)OD 3.5 TO 4.5-inch(89 to 114mm)OD (WILL ALLOW 4 FIXTURES PER POLE @ 90 DEGREES.) round pole mounting arm .312 in.DIA. IO [8 mm DIA.] 438 in.DIA. J (2 S00 } [11 mm DIA.) ® 67��? 5.250 in. 12 Places) 411111111110t,' [133 mm 1 MIN.] 1.812 in. 1l r [46 mm] 1 5.438 in. . 2.719 in. [138 mm) .750 in.DIA. [69 mml [19 mm DIAJ ORDER SEPARATELY FROM FIXTURE AS CATALOG NUMBER Hole RPA-EAMTIOBLCK"Black" RPA-EAMT1ODKBZ"Dark Bronze" RPA-EAMT1OWHTE"White" RPA-EAMT1OGRAY"Gray" Wall r iy i:.i uLreci t,dapter Plate ORDER SEPERATELY FROM FIXTURE AS CATALOG NUMBER WMB-EAMT06 *NOTE:For Wall Mounting,order luminaire with mounting arm:C1=Slipfitter 2"Pipe(2.378 in.OD)supplied with leads. Other mounting patterns are available for retrofit installations. Contact manufacturing for other available mounting patterns. C16 current All trademarks ore the property of their respective owners.Information provided is subject to change without notice.All values are design or typical values when measured under laboratorypowered by GE conditions.Current,powered by GE is a business of the General Electric Company. 0 2019 GE. www.currentbyge.com I 0LP3137(Rev 03/05/19) DRAINAGE REPORT Chase - Pacific Highway 11686 SW Pacific Highway TIGARD, OREGON July 15, 2020 JP Morgan Chase Bank, N.A. Joe Hernandez (602) 703-3816 prepared by: JM Civil Engineering 19120 SE 34th Street, Suite 115 Vancouver, WA 98683 (241) 491-1830 John Measels, P.E. TABLE OF CONTENTS I. Setting 1 I.A. Project Location and Description 1 I.B. Existing Site Features and Conditions 1 I.C. Clean Water Service Requirements ID. Opportunities and Constraints for Stormwater Control II. Documentation of Drainage Design 2 II.A. Drainage Management Area 2 II.B. Maintenance 2 Appendices Appendix A. NRCS Results Appendix B.Civil Design Drawings Appendix C.Porous Pavement Operations and Maintenance Plan I. SETTING I.A. Project Location and Description The Chase Pacific Highway Project is proposed to be constructed at the northeast corner of SW Dartmouth Road and W Pacific Highway in Tigard,Oregon.The site will be within tax lot 1S136CD01700. The Chase building is located at 11686 SW Pacific Highway and is being remodeled under Permit MMD2020-00019.This project will provide a new shared access driveway to the adjacent,northern property in addition to revise the parking spaces and add new landscaping. I.B. Existing Site Features and Conditions Site disturbance will total 2,042 square feet,which will be conducted to add the shared access driveway and provide the required landscaping. Soil is type C and consists mostly of quatama loam per the NRCS database,results provided in Appendix A.Existing stormwater runoff flows towards SW Atlantic Street. I.C. Clean Water Service Requirements This site will be disturbing 1,718 square feet of impervious surface area and will be converting approximately 808 square feet of impervious surface into effective pervious surface,through the use of porous concrete onsite.As the total remaining modified impervious surface will be 911 square feet,the site will not be required to provide water quality facilities,conduct a downstream analysis or perform a hydromodification assessment. This minimization of impervious surface area falls inline with the site planning goals set forth in the Low Impact Development Approaches Handbook and the amount of modified impervious surfaces onsite is below the threshold for consideration in Chapter 4 of the Clean Water Services Current Design&Construction Standards. I.D. Opportunities and Constraints for Stormwater Control Opportunities: • Imperviousness is minimized through the use of porous pavement,thus reducing the site below the threshold for treatment. Constraints: • The existing site soil is clay,hydrologic group C.This is low permeable soil with an infiltration rate between 0.2-0.57 inches per hour per the NRCS database. Chase Pacific Hwy Page 1 of 13 July 2020 II. DOCUMENTATION OF DRAINAGE DESIGN ILA. Drainage Management Area The site impervious disturbance totals 1,718 square feet,which drains the driveway addition and the parking spaces.This area is reduced by 808 square feet of porous concrete pavement.This reduction of impervious area occurs at the new parking spaces. Grading design,porous pavement location,and details are all provided on the Grading Plan and Details included in Appendix B. II.B. Maintenance The Porous Pavement Operations and Maintenance Plan per the LIDA Handbook is included in Appendix C. Chase Pacific Hwy Page 2 of 13 July 2020 APPENDIX A NRCS Results Chase Pacific Hwy Page 3 of 13 July 2020 Soil Map—Washington County,Oregon (Chase-Pacific Hwy) p 519020 515035 519942 519049 519056 519083 519070 519077 519064 519091 45°26'14"N 95^26'14.N QQ l ` ' F .f om di fiffr" L 7 11.4 T .'''''. . �.. ,a*� I yxc - Ir. q IIIII. - IIIII 11 r 111 1iii li •5 Ivl II I nI rN IIII II � ~'l 111/2111/2\\I)" ' g IIII "�' 1 5i �1.I111 IIII 4 d L 37+A dl� II II' 37B I I I I 1! ' I I11 II I ; S" W / liF t ai 11 ',II 1r .. III�I 111. " ' = Ih•'I^III III x ,i.-'"'r l l f p1f l .1..11l ;111 I II� ,�_ /i ?IIIII II 1 r ei �y; � - , .f 111 1 .4,6. •� Cp ' II II i M°y ypy $1 '11. ..,.:, , ltr, ilk11014' N. 11011111111111'yiu '•r ;ten o ;i '�a.f"1 iS �I�®° q , . ,.`n p ig 45°2612"N try • r .+11 45.26'1PN 519028 519095 519542 51E649 519056 519963 519070 519077 519034 519091 9: 3 N Map Scale:1'310 if pooled on A landscape(11"x 3.5")sheet e a Meters N 0 4 9 18 27 Feet 0 15 30 m BO 90 Map projection:Web f`1maer Coer c:o,-lina[es:WC�SB`4 Edge ti6:111M Zone ION WG584 USDA Natural Resources Web Soil Survey 41"0.'2020 Iiii Conservation Service National Cooperative Soil Survey Page 1 of 3 Soil Map—Washington County,Oregon (Chase-Pacific Hwy) MAP LEGEND MAP INFORMATION Area of Interest(AOI) Spoil Area The soil surveys that comprise your AOI were mapped at L__J Area of Interest(AOI) Stony S t 1:20,000. 0po Soils Very Stony Spot Warning:Soil Map may not be valid at this scale. Soil Map Unit Polygons Wet Spot Enlargement of maps beyond the scale of mapping can cause y Soil Map Unit Lines misunderstanding of the detail of mapping and accuracy of soil A Other line placement.The maps do not show the small areas of • Soil Map Unit Points contrasting soils that could have been shown at a more detailed Special Line Features Special Point Features scale. V Blowout Water Features Streams and Canals Please rely on the bar scale on each map sheet for map 123 Borrow Pit measurements. Transportation Xr Clay Spot Source of Map: Natural Resources Conservation Service +-1..r Rails Closed Depression Web Soil Survey URL: ems Interstate Highways Coordinate System: Web Mercator(EPSG:3857) • Gravel Pit sus US Routes Maps from the Web Soil Survey are based on the Web Mercator • Gravelly Spot Major Roads projection,which preserves direction and shape but distorts distance and area.A projection that preserves area,such as the • Landfill Local Roads Albers equal-area conic projection,should be used if more Lava Flow accurate calculations of distance or area are required. A. Background 46 Marsh or swamp . Aerial Photography This product is generated from the USDA-NRCS certified data as of the version date(s)listed below. le Mine or Quarry Soil Survey Area: Washington County,Oregon ® Miscellaneous Water Survey Area Data: Version 17,Sep 10,2019 O Perennial Water Soil map units are labeled(as space allows)for map scales mp Rock Outcrop 1:50,000 or larger. ▪ Saline Spot Date(s)aerial images were photographed: Aug 1,2019—Sep 12,2019 Sandy Spot • The orthophoto or other base map on which the soil lines were ® Severely Eroded Spot compiled and digitized probably differs from the background imagery displayed on these maps.As a result,some minor 0 Sinkhole shifting of map unit boundaries may be evident. to Slide or Slip X Sadie Spot USDA Natural Resources Web Soil Survey 4/10/2020 Conservation Service National Cooperative Soil Survey Page 2 of 3 Soil Map—Washington County,Oregon Chase-Pacific Hwy Map Unit Legend Map Unit Symbol Map Unit Name Acres in AO1 Percent of AOI 37A Quatama loam,0 to 3 percent 0.0 9.8% slopes 37B Quatama loam,3 to 7 percent 0.2 90.2% slopes Totals for Area of Interest 0.2 100.0% umm Natural Resources Web Soil Survey 4/10/2020 M. Conservation Service National Cooperative Soil Survey Page 3 of 3 Map Unit Description:Quatama loam,3 to 7 percent slopes---Washington County,Oregon Chase-Pacific Hwy Washington County, Oregon 37B—Quatama loam, 3 to 7 percent slopes Map Unit Setting National map unit symbol: 21 zm Elevation: 140 to 250 feet Mean annual precipitation: 40 to 50 inches Mean annual air temperature: 52 to 54 degrees F Frost-free period: 165 to 210 days Farmland classification: All areas are prime farmland Map Unit Composition Quatama and similar soils: 85 percent Minor components: 4 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Quatama Setting Landform: Terraces Landform position (three-dimensional): Tread Down-slope shape: Linear Across-slope shape: Linear Parent material: Loamy alluvium Typical profile H1 -0 to 15 inches: loam H2- 15 to 30 inches: clay loam H3-30 to 62 inches: loam Properties and qualities Slope: 3 to 7 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Moderately well drained Capacity of the most limiting layer to transmit water(Ksat): Moderately high (0.20 to 0.57 in/hr) Depth to water table: About 24 to 36 inches Frequency of flooding: None Frequency of ponding: None Available water storage in profile: Moderate (about 8.8 inches) Interpretive groups Land capability classification (irrigated): 2e Land capability classification (nonirrigated): 2e Hydrologic Soil Group: C Forage suitability group: Moderately Well Drained < 15% Slopes (G002XY004OR) Hydric soil rating: No USDA Natural Resources Web Soil Survey 4/10/2020 Conservation Service National Cooperative Soil Survey Page 1 of 2 Map Unit Description:Quatama loam,3 to 7 percent slopes---Washington County,Oregon Chase-Pacific Hwy Minor Components Huberly Percent of map unit: 4 percent Landform: Terraces Landform position (three-dimensional): Tread Down-slope shape: Linear Across-slope shape: Linear Hydric soil rating: Yes Data Source Information Soil Survey Area: Washington County, Oregon Survey Area Data: Version 17, Sep 10, 2019 USDA Natural Resources Web Soil Survey 4/10/2020 Conservation Service National Cooperative Soil Survey Page 2 of 2 APPENDIX B Civil Design Drawings Chase Pacific Hwy Page 9 of 13 July 2020 00.1111.11. 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R W Q ALA Rea IILATutnn0N _ a AREA t Z F E�i",IE BWEP Ix` o"ra'11¢0T' TILP2:i STP-MBLmuz..4T w.wwWi d€89 sE CIVIL. f.BL...o.B w vnc miwrt_ u'ms swua �.uuaom 2 PERVIOUSOWED) (CVEN GEG)CONCRETE PAVING SYSTEM = Nun GRAVEL BAG INSTALLATION w sc.. :OWTR IROR& lW 111.REPO owv g6 wa / I('IA ...Ca...oa.la. nri..s—�. tlMs AA y 7 II/ iscu manor Ni �.• ARP.rs ./rv�.swr wry an 2 - e°..J v Pv6.11.'hYntG COTCM BASINw0XOL We mew. a eT mi0.MAIL me wcw ww we w. wen.h. J 3CONCRETE CURB MO GUTTER riii-r A ANTE IX[05150 PROICI TOCTMAOR MOOR101, —WI. ,I10110 wen a_ ?. weni. b$q�° -RI/l MI6 re OnewleC AANdetre v2112 ne .mvww� as�. - • 41 o R.m .oNn•u-o-nc DETAILS MY INLET PROTECTION �"�� sssesa`weeseWu `s100551 e`115114 wA000 TYPE 6 RW.w am .®,.o—,. w4 CONCRETE CURB C 700 APPENDIX C Porous Pavement Operations & Maintenance Plan Chase PiCM 2020 Porous Pavement Operation and Maintenance Plan Annual inspections are required. It is recommended that the facility is inspected on a monthly basis to ensure proper function.The plan below describes inspection and maintenance activities, and may be used as an inspection log. Contact the design engineer, Clean Water Services or City representative for more information. Identified Problem Condition to Check for Maintenance Activity Maintenance Timing ✓Task Complete Comments Surface is Clogged Water infiltrates unevenly across Recommend vacuum sweep at least surface or ponds in low areas twice per year; if pavement surface o has become significantly clogged SUMMER FALL use low pressure washer to restore 3 permeability;do not use surfactants Cracked or moving edge Cracked or moving edge constraints; Repair all cracks,settlement or other As Needed ro constraints;cracked or cracked or settled pavement that af- defects that affect performance of rD -moo— settled pavement fects overall performance of stormwa- structural components. Refer to ter structural components manufacturers'specifications Leaf,soil deposition on Leaf litter that could affect stormwater Sweep leaf litter and sediment to surface infiltration through pavement.Look prevent surface clogging and ponding. for soil washout from adjacent planted Planted areas adjacent to porous FALL WINTER co areas pavement should be well maintained During leaf season.As needed = to prevent soil washout onto the Q pavement. 0- Excessive weeds Weeds cover 10%of the surface area Remove weeds by hand,or use an herbicide approved for use around sensitive areas;refer to Clean Water SPRING SUMMER FALL Services Integrated Pest Management During the growing season Plan for appropriate control methods, including proper use of chemical treatment Settling of pavers or lack of Filter medium between pavers re- Reset pavers and replace pore space As Needed aggregate around pavers duced.Aggregate loss in pavers from with aggregate from original design settling and power washing Visual evidence of trash, Any debris or trash that could clog the Remove trash or debris and vacuum As Needed � I debris or dumping surface sweep area if necessary Department of Transportation Oion Region 1 eadquarters 123 NW Flanders Street Portland,Oregon 97209 Kate Brown,Govenir (503)731.8200 FAX(503)731.8259 July 23rd,2020 ODOT#11746 ODOT Response Project Name: Chase Bank Site Improvements Applicant: Ariane Sanders Jurisdiction: City of Tigard Jurisdiction Case#: MAVID2020-00024 Site Address: 11686 SW Pacific Highway, Legal Description: 01 S 01W 36CD Tigard,OR Tax Lot(s): 01700 State Highway: OR 99W The site of this proposed land use action is adjacent to OR 99W. ODOT has permitting authority for this facility and an interest in ensuring that this proposed land use is compatible with its safe and efficient operation. COMMENTS/FINDINGS ODOT has reviewed the proposed site plan for remodeling the existing building located at 11686 SW Pacific Highway in the City of Tigard. In addition to the existing right in only access from OR 99W,the site plan shows an exit only connection through the mattress store property to access OR 99W. It is our understanding that the applicant has submitted the land use application specifically to improve access to the highway. We have the following comments regarding access to OR 99W: 1. The proposed remodel of the existing bank does not trigger a change of use of the site's existing right in only highway access provided this remains the only highway access for the property. 2. However,the proposal to connect to the mattress store access to OR 99W will meet the criteria for Change of Use of a Private Connection per OAR 734-051-3020 of the mattress stores accesses to the highway. The means that a new State Highway Approach Road Permits will be required. ODOT issued a temporary access permit #2AA35538 to TL 1700(see attached)for a right in only from OR 99W in 1999 with the condition that whenever adjacent property develops this access shall be moved to a location to be determined and shared access as per the recorded cross over easements. Therefore,to move in the direction of our spacing standards ODOT will require the existing right in only access to be closed and a two way connection between the two properties established. Site access to the state highway is regulated by OAR 734.51.Application for a Permit to Construct a State Highway Approach. 3. If the applicant chooses to proceed with this land use review,we recommend the city require the site plan to be modified to remove the proposed connection to the mattress store property. 4. Alternatively,the applicant may choose to withdraw the land use applicant and explore other options for obtaining shared access to OR 99W with ODOT and adjacent property owners. If the applicant has any questions about access to OR 99W,please submit them to ODOT Development Review Planner below via email. Please send a copy of the Notice of Decision including conditions of approval to: ODOT Region 1 Planning Development Review 123 NW Flanders St Portland,OR 97209 ODOT R1 DevRev@odot.state.or.us Development Review Planner:Marah Danielson 503.731.8258, marah.b.danielson@odot.state.or.us Traffic Contact:Avi Tayar,P.E. 503.731.8221 Abraham.tayar@odot.state.or.us Completeness Review Comments ➢ ENGINEERING SECTION TIGARD 0kv!O'Mara Oregon Cornmunity(Development SkapingA Better Community TO: Sam Copelan,Assistant Planner FROM TO: Joe Wisniewski,Assistant City Engineer DATE: Wednesday.July 8.2020 PROJECT NAME: New Chase Bank Branch CASE NUMBER: MMD2020-00024 PROJECT ADDRESS: 11686 SW Pacific Highway,Tigard OR PROJECT DESCRIPTION: New Chase Bank Branch 0 Complete Incomplete;Re-submit with corrections Comments below: • Submit narrative responding to applicable sections from 18.660, 18.910, 18.920,and 18.930 • Submit expected trip generation for proposed use. • Submit preliminary stormwater report speaking to requirements of Clean Water Services. CITY OF TIGARD COMMENTS AND CONDITIONS OF APPROVAL Page 1 of 2 Engineering Degamnem Section Samuel Copelan From: Adrian Mora <amora@pmdginc.com> Sent: Friday, July 24, 2020 9:32 AM To: Samuel Copelan; marah.b.danielson@odot.state.or.us Cc: Ariane Sanders; David Lundy;Joe Wisniewski Subject: RE: Chase Bank - Minor Mod for Site Improvements Importance: High Follow Up Flag: Follow up Flag Status: Completed Warning!This message was sent from outside your organization and we are unable to Allow sender I Block sender verify the sender. Hi Marah/Sam — The temporary permit documents were not attached. Please share at the earliest this morning. 2. However, the proposal to connect to the mattress store access to OR 99W will meet the criteria for Change of Use of a Private Connection per OAR 734-051-3020 of the mattress stores accesses to the highway. The means that a new State Highway Approach Road Permits ill be required. ODOT issued a temporary access permit #2AA35538 to TL 170 see attached for a right in only from OR 99W in 1999 with the con i ion that whenever adjacent property develops this access shall be moved to a location to be determined and shared access as per the recorded cross over easements. Therefore, to move in the direction of our spacing standards ODOT will require the existing right in only access to be closed and a two way connection between the Thank you P ADRIAN J.MORA Assistant Project Manager DESIGN Cell: 562.477.6281 6930 Destiny Drive,Suite 100 Rocklin,California 95677 Direct:916.303.4036 pmdoinc.com From:Samuel Copelan<samuelc@tigard-or.gov> Sent:Thursday,July 23, 2020 12:46 PM To:Adrian Mora <amora@pmdginc.com> Cc:Ariane Sanders<asanders@pmdginc.com>; David Lundy<dlundy@pmdginc.com>;Joe Wisniewski<joew@tigard- 1 or.gov> Subject: RE: Chase Bank- Minor Mod for Site Improvements Hi Adrian, After I called ODOT,they sent me the attached document. Marah at ODOT will be a good person to contact for questions about the comments;her information is included in the ODOT comments.Would you like me to give you a call at 2pm? Sincerely, Sam Copelan Assistant Planner City of Tigard;Community Development 13125 SW Hall Boulevard Phone: (503)-718-2450 Email: Samuelc@tigard-or.gov DISCLAIMER: E-mails sent or received by City of Tigard employees are subject to public record laws. If requested, e-mail may be disclosed to another party unless exempt from disclosure under Oregon Public Records Law. E-mails are retained by the City of Tigard in compliance with the Oregon Administrative Rules "City General Records Retention Schedule." From:Adrian Mora<amora@pmdginc.com> Sent:Wednesday,July 22, 2020 8:26 PM To:Samuel Copelan<samuelc@tigard-or.gov> Cc:Ariane Sanders<asanders@pmdginc.com>; David Lundy<dlundy@pmdginc.com>;Joe Wisniewski<joew@tigard- or.gov> Subject: RE:Chase Bank-Minor Mod for Site Improvements Hi Samuel— Any word from ODOT? We were expecting their comments today. FADRIAN J.MORA Assistant Project Manager DESIGN Cell:562.477.6281 6930 Destiny Drive,Suite 100 Rocklin,California 95677 Direct:916.303.4036 pmdainc.com From:Samuel Copelan<samuelc@tigard-or.gov> Sent:Tuesday,July 21, 2020 4:40 PM To:Adrian Mora<amora@pmdginc.com> 2 Cc:Ariane Sanders<asanders@pmdginc.com>; David Lundy<dlundy@pmdginc.com>;Joe Wisniewski<joew@tigard- or.gov> Subject: FW: Chase Bank - Minor Mod for Site Improvements Importance: High Hi Adrian, Received, I will look through the resubmittal package with Engineering. ODOT said that they would have comments ready by today or tomorrow;would you like me to call you once I have their comments? Thanks, Sam Copelan Assistant Planner City of Tigard; Community Development 13125 SW Hall Boulevard Phone: (503)-718-2450 Email: Samuelc@tigard-or.gov DISCLAIMER: E-mails sent or received by City of Tigard employees are subject to public record laws. If requested, e-mail may be disclosed to another party unless exempt from disclosure under Oregon Public Records Law. E-mails are retained by the City of Tigard in compliance with the Oregon Administrative Rules "City General Records Retention Schedule." From:Adrian Mora <amora@pmdginc.com> Sent:Tuesday,July 21, 2020 4:07 PM To: Samuel Copelan <samuelc@tigard-or.gov>; #CD PoD<CDPoD@tigard-or.gov> Cc:Ariane Sanders<asanders@pmdginc.com>; David Lundy<dlundy@pmdginc.com> Subject: RE: Chase Bank- Minor Mod for Site Improvements Importance: High Hi Sam — Attached is our resubmittal package in response the incompleteness letter dated 7/8/20. Please process for review and approval. Any questions, please reach out to David or I. Thank you Pr ADRIAN J.MORA Assistant Project Manager DESIGN Cell:562.477.6281 6930 Destiny Drive, Suite 100 Rocklin,California 95677 Direct:916.303.4036 pmdginc.com 3 From: Samuel Copelan <samuelc@tigard-or.gov> Sent: Wednesday,July 8,2020 4:36 PM To: Adrian Mora <amora@pmdginc.com> Cc: Ariane Sanders<asanders@pmdginc.com>; David Lundy<dlundy@pmdginc.com> Subject: RE: Chase Bank-Minor Mod for Site Improvements Good evening Adrian, Attached is the Letter of Incompleteness for MMD2020-00024. I am still working remotely and I can schedule a call with you this evening or tomorrow morning if you have questions about the Planning requirements. For questions about Engineering requirements,please contact Joe W. at (503) 718-2433 or by email at JoeW( tigard-or.gov Pacific Highway/ OR-99W is an Oregon Department of Transportation (ODOT) facility and they have until July 23`d to respond to your application with any comments. I will send you an email once I hear back from them on the proposed plans. As always,please let me know if you have any questions. Sincerely, Sam Copelan Assistant Planner City of Tigard;Community Development 13125 SW Hall Boulevard Phone: (503)-718-2450 Email: Samuelcttigard-or.gov DISCLAIMER: E-mails sent or received by City of Tigard employees are subject to public record laws. If requested, e-mail may be disclosed to another party unless exempt from disclosure under Oregon Public Records Law. E-mails are retained by the City of Tigard in compliance with the Oregon Administrative Rules"City General Records Retention Schedule." From:Adrian Mora <amora@pmdginc.com> Sent: Monday,July 6, 2020 9:04 AM To:Samuel Copelan<samuelc@tigard-or.gov> Cc:Ariane Sanders<asanders@pmdginc.com>; David Lundy<dlundy@pmdginc.com> Subject: RE: Chase Bank-Minor Mod for Site Improvements Thanks for the update Sam. Look forward to hearing back. PMADRIAN J.MORA Assistant Project Manager DESIGN Cell: 562.477.6281 4 6930 Destiny Drive,Suite 100 Rocklin,California 95677 Direct:916.303.4036 pmdginc.com From:Samuel Copelan <samuelc@tigard-or.gov> Sent:Thursday,July 2, 2020 6:16 PM To:Adrian Mora <amora@pmdginc.com> Cc:Ariane Sanders<asanders@pmdginc.com> Subject: RE:Chase Bank-Minor Mod for Site Improvements Good evening Adrian, I wanted to update you on MMD2020-00024. Planning has finished our initial review of the proposal and I will receive a status update from Engineering sometime early next week. If Planning or Engineering need any clarifications or plan updates,then we will send you a list of any additional items at that time. Please let me know if you have any questions. Thanks, Sam Copelan Assistant Planner City of Tigard; Community Development 13125 SW Hall Boulevard Phone: (503)-718-2450 Email: Samuelc catigard-or.gov DISCLAIMER: E-mails sent or received by City of Tigard employees are subject to public record laws. If requested, e-mail may be disclosed to another party unless exempt from disclosure under Oregon Public Records Law. E-mails are retained by the City of Tigard in compliance with the Oregon Administrative Rules"City General Records Retention Schedule." From: Samuel Copelan Sent: Monday,June 29, 2020 1:50 PM To:Adrian Mora<amora@pmdginc.com> Cc:Ariane Sanders<asanders@pmdginc.com> Subject: RE:Chase Bank-Minor Mod for Site Improvements Hi Adrian, Planning is still reviewing your application for completeness and to see if all of the standards have been met. Engineering is also reviewing the application for the new access onto the neighboring property. I will let you know if we need additional information. Please let me know if you have any other questions or if you need information for how to apply for sign permits. 5 Thanks, Sam Copelan Assistant Planner City of Tigard;Community Development 13125 SW Hall Boulevard Phone: (503)-718-2450 Email: Samuelc(a1tigard-or.gov DISCLAIMER: E-mails sent or received by City of Tigard employees are subject to public record laws. If requested, e-mail may be disclosed to another party unless exempt from disclosure under Oregon Public Records Law. E-mails are retained by the City of Tigard in compliance with the Oregon Administrative Rules"City General Records Retention Schedule." From:Adrian Mora <amoraP pmdginc.com> Sent: Monday,June 29,2020 9:25 AM To:Samuel Copelan<samuelc@tigard-or.gov> Cc: Ariane Sanders<asanders@pmdginc.com> Subject: RE: Chase Bank- Minor Mod for Site Improvements Hi Sam— Hope all is well. Please share the status of your review. Thank you pv ADRIAN J.MORA Assistant Project Manager DESIGN Cell:562.477.6281 6930 Destiny Drive,Suite 100 Rocklin,California 95677 Direct:916.303.4036 pmdoinc.com From: Samuel Copelan<samuelc@tigard-or.gov> Sent: Wednesday,June 17, 2020 11:46 AM To: Adrian Mora <amora@pmdginc.com> Cc:Ariane Sanders<asanders@pmdginc.com> Subject: RE: Chase Bank- Minor Mod for Site Improvements Hi Adrian, Your permit is ready for fee payment.You can pay the fee online by clicking this link: https://aca.accela.com/tigard/, go to the"Planning" tab, search for record number MMD2020-00024. Then,go to the"Payments" tab and click"Fees" to submit your online payment. Please note there is a 3%service charge for all 6 debit/ credit card payments and that we do not accept American Express.To avoid the 3% fee,you may pay with an Echeck using the link provided. Please let me know if you have any questions. Sincerely, Sam Copelan Assistant Planner City of Tigard; Community Development 13125 SW Hall Boulevard Phone: (503)-718-2450 Email: SamuelcQtigard-or.gov DISCLAIMER: E-mails sent or received by City of Tigard employees are subject to public record laws. If requested, e-mail may be disclosed to another party unless exempt from disclosure under Oregon Public Records Law. E-mails are retained by the City of Tigard in compliance with the Oregon Administrative Rules"City General Records Retention Schedule." From:Adrian Mora <amora@pmdginc.com> Sent:Tuesday,June 16,2020 5:39 PM To:#CD PoD<CDPoD@tigard-or.gov> Cc:Ariane Sanders<asanders@pmdginc.com> Subject:Chase Bank-Minor Mod for Site Improvements Importance: High To Planner on Duty— Please accept this as our formal MMD submittal for the proposed site improvements at 11686 SW Pacific Hwy. Attached you will find the land use application, code response letter, UFM Supplemental Report and drawings. Please process and advise when the fee is ready to be paid online thru Accela. If you have questions or require additional info, please let me know. Thank you and stay safe. MA AssistantADRIANJ.ProjectOR Manager DESIGN Cell:562.477.6281 6930 Destiny Drive,Suite 100 Rocklin,California 95677 Direct:916.303.4036 pmdginc.com 7