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Agenda Packet - 2018-11-06 AGENDA LAKE OSWEGO REDEVELOPMENT AGENCY AND CITY COUNCIL MEETING 11.4 p November 6, 2018 3:00 p.m. :1111111PREGo___` Council Chambers, City Hall Contact: Anne-Marie Simpson, City Recorder The agenda was modified on 11/2 to add item 9.5, Email: asimpson@lakeoswego.city Occupational Requirements for the Development Phone: 503 534 4225 Review Commission and Voting Eligibility for Youth Members on Advisory Boards The meeting location is accessible to persons with disabilities. To request accommodations, please contact the City Manager's Office at 503-635-0215 48 hours before the meeting. Electronic presentations must be delivered to the City Recorder 24 hours prior to the meeting. 1. CALL TO ORDER, REDEVELOPMENT AGENCY (LORA) 2. ROLL CALL 3. PLEDGE OF ALLEGIANCE 4. BOARD BUSINESS 4.1 City Hall Schematic Design Approval Motion: Move to approve the schematic design for the new city hall. 4.2 APPROVAL OF MEETING MINUTES 4.2.1 June 5, 2018 Special Meeting Minutes 4.2.2 June 21, 2018 Special Meeting Minutes 4.2.3 July 3, 2018 Special Meeting Minutes 4.2.4 July 17, 2018 Special Meeting Minutes 4.2.5 September 18, 2018 Special Meeting Minutes Motion: Move to approve minutes as written. 5. ADJOURNMENT, LORA 503.635.0215 380 A Avenue PO Box 369 Lake Oswego, OR 97034 www.lakeoswego.city Page 2 6. CALL TO ORDER, CITY COUNCIL 7. CITIZEN COMMENT The purpose of citizen comment is to allow citizens to present information or raise an issue regarding items not on the agenda or regarding agenda items that do not include a public hearing. A time limit of three minutes per individual will apply. Citizen comment will not exceed thirty minutes in total. 7.1 Prior Citizen Comment Follow-Up 8. PUBLIC HEARINGS 8.1 Resolution 18-47, A Resolution of the Lake Oswego City Council Authorizing a Special Procurement Using the Competitive Proposal Process of Contracting in Lieu of Competitive Bidding for the Construction Contract for the Boones Ferry Road — Phase 1 Project. Motion: Move to adopt Resolution 18-47. Public Hearing Process: 1. Review of hearing procedure by David Powell, City Attorney 2. Staff Report by Crystal Shum, PE, Project Lead, Engineering Department 3. Testimony: the following time limits shall be observed, but may be changed by the Council: 10 minutes for representatives of recognized neighborhood associations, homeowner associations, government agencies, or other incorporated public interest organizations; 5 minutes per individual 4. Questions of Staff 8.2 Ordinance 2797, An Ordinance of the Lake Oswego City Council Amending LOC Chapter 50 (Community Development Code) for the Purpose of Clarifying and Updating Various Provisions (2018), Including Increasing Setbacks on Lots Zoned High Density When They Abut Lots that will be Zoned Low Density Upon Annexation; Solar Code Tree Terminology; Solar Access Permit Removal; Utility Undergrounding Exemptions, and Adopting Findings (LU 18-0035). Motion: Move to enact Ordinance 2797. Public Hearing Process: 1. Review of hearing procedure by David Powell, City Attorney 2. Staff Report by Leslie Hamilton, Senior Planner 3. Testimony: the following time limits shall be observed, but may be changed by the Council: 10 minutes for representatives of recognized neighborhood associations, homeowner associations, government agencies, or other incorporated public interest organizations; 5 minutes per individual 4. Questions of Staff 503.635-0215 380 A Avenue PO Box 369 Lake Oswego, OR 97034 www.lakeoswego.city Page 3 9. COUNCIL BUSINESS 9.1 Annexation and Service to Unincorporated Areas Resolution 18-49, A Resolution of the City Council of the City of Lake Oswego Adopting a Policy on Service Availability for Annexations. Motion: Move to adopt Resolution 18-49. Resolution 18-50, A Resolution of the City Council of the City of Lake Oswego Concerning Services to Unincorporated Areas. Motion: Move to adopt Resolution 18-50. 9.2 Parks Bond Renewal Survey Motion: Move to approve the Community Perception Survey, Parks Bond Renewal Survey. 9.3. Trends in Fire Cost of Compensation 9.4 Findings, Conclusions and Order, Appeal of a Development Review Commission Decision on a Request for Approval of a Six-lot Subdivision and Modification of Delineated RP District at 1107 Yates Street (LU 17-0084/AP 18-08) Motion: Move to adopt the Findings, Conclusions and Order affirming the decision of the Development Review Commission as modified to add a condition, and approving LU 17-0084 subject to compliance with the conditions of approval set forth in the Order. 9.5 Occupational Requirements for the Development Review Commission and Voting Eligibility for Youth Members on Advisory Boards 10. CONSENT AGENDA 10.1 Award of a Public Improvement Contract for Construction of WO 246 - Country Club Road Infrastructure Improvement Project Motion: Move to award a public improvement contract to Pacific Excavation in the amount of$2,480,000.00 for Work Order 246—Country Club Road Infrastructure Improvements Project. 10.2 Resolution 18-41, A Resolution of the Lake Oswego City Council Authorizing a First Lease Modification Agreement for the Police Training and Evidence Storage Space 503.635-0215 380 A Avenue PO Box 369 Lake Oswego, OR 97034 www.lakeoswego.city Page 4 Motion: Move to adopt Resolution 18-41. 10.3 APPROVAL OF MEETING MINUTES 10.3.1 September 18, 2018 Regular Meeting Minutes Motion: Move to approve minutes as written. 11. ITEMS REMOVED FROM THE CONSENT AGENDA 12. INFORMATION FROM COUNCIL 13. REPORTS OF OFFICERS 14. ADJOURNMENT, CITY COUNCIL 503.635-0215 380 A Avenue PO Box 369 Lake Oswego, OR 97034 www.lakeoswego.city 4.1 o�c�P` Os� REDEVELOPMENT AGENCY REPORT V INF O TO: Kent Studebaker, Board Chair Members of the Board FROM: Jordan Wheeler, Deputy City Manager SUBJECT: NEW CITY HALL SCHEMATIC DESIGN DATE: October 26, 2018 MEETING DATE: November 6, 2018 SUGGESTED MOTION Move to approve the schematic design for the new city hall. EXECUTIVE SUMMARY The schematic design for the new city hall was completed and priced by the project's CM/GC. The project team is requesting the LORA Board's input and approval to move the project into the design development phase. The new city hall will provide a seismically safe, secure, modern, and better functioning building for the community for generations. BACKGROUND On July 17, the LORA Board approved the revised concept for the new city hall. The concept includes two phases; constructing a new city hall on the properties adjacent to the existing city hall building, and constructing a new parking lot and public plazas following the demolition of city hall. The revised concept emerged as the option that best met the objectives for constructing a seismically safe, secure, and adequately sized public safety facility and addressing the facility needs for city hall functions. The addition of the second phase will create convenient and accessible parking for city hall visitors, and provide pedestrian amenities in the eastern blocks of the east end commercial district. Background materials and project information is on the city's website at www.lakeoswego.city/lora/new-city-hall-project. 503.675.3984 380 A Avenue PO Box 369 Lake Oswego, OR 97034 www.ci.oswego.or.us Page 2 DISCUSSION Since the Board's approval of the concept, the project team worked together and with city staff to update the floor plans, refine the plans for phase 2, develop the exterior design, and confirm a number of details to have more information for the pricing. We were able to expedite this work because of the previous amount of effort that went into the space planning, public input, and basis of design for the police and civic center concepts. Program and Layout The building will be three stories of office space on top of one floor of secure parking for the police department. The garage will also have some police functions and storage. The police department is on the first floor, which will be partially underground at the A Avenue elevation. City hall departments and services are arranged on the 2nd and 3rd floors. The 2nd floor is at ground level at A Avenue and from the plaza/parking lot that will be constructed once the new city hall is complete. The public reception and lobbies are situated along the west side of the building adjacent to the new parking area. The multifunctional City Council Chambers/Municipal Court/EOC is featured prominently on the 3rd floor along A Avenue. The floor plans are included in this report as attachment 3. Some of the highlights include: • The city council chambers and the courtroom are combined with a dividable wall similar to what exists in the current city hall. The combined size of the room is about 2,500 square feet. • The building will have 7 total conference rooms not including the council chambers. Of those, 4 are located in the public lobby area so that they can be conveniently accessed and used by the community. After hours, they can be accessed while the remainder of the building can be secured. • The lobby and public areas are situated along the west side of the building, making for an attractive and unified connection to the new parking and plaza area. • Planning, Building, Engineering, and Citizen Information is located on the 2nd floor, adjacent to the new customer parking lot and at grade to A Avenue. This will provide the most convenient access to the most visited departments. • Municipal court service and the finance counter (passports and utility billing) are on the 3rd floor, again situated along the lobby area that will overlook the new parking/plaza. • The building will include a new emergency generator and underground storage tank that will provide emergency backup power for the building for up to five days. Each floor of the new building is roughly 17,600 square feet for a total of 53,000 square feet, not including the garage. 503.675.3984 380 A Avenue PO Box 369 Lake Oswego, OR 97034 www.ci.oswego.or.us Page 3 Design The design of the building's exterior is an elegant and cost-sensitive approach that reflects its civic nature and function. The community-oriented programmatic elements of the building face both A Avenue and the new public parking area. These key areas are the most visually accessible and interfacing with the downtown, establishing transparency for government function and a focal point for the community's access and use of City Hall. The simple and elegant detailing of these north and the west faces of the building feature an ample amount of glazing along public plazas and are highlighted by two iconic gabled roof forms. The east and south elevations incorporate the same materiality and highlight the administrative and office functions of city hall in an appropriate manner. The proposed exterior building materials evoke natural elements such as wood and stone and incorporate familiar downtown design elements such as basalt stone. The style is suggestive of northwest regional architecture with thoughtful incorporation of the downtown Lake Oswego style. The architectural detail will continue to evolve as the project progresses in design development. The site plan illustrates how the building will occupy the new space and interact with the new parking and plaza. Retail Tenant Spaces (Arts Council of Lake Oswego and Friends of the Library Booktique) The design team met with the non-profits to present and discuss possible layout options for the tenant spaces. The total square footage of the space is 2,709, so an even split of the area would amount to about 1,300 square feet for each organization. Although they expressed interest in having more space than what is available, both groups are working with their boards to determine how they may be able to make that space work. The project includes the design and tenant improvements for those space, and we are not assuming that either organization would be responsible to pay a rental fee. The 1.5%for art ordinance also applies to this project. The project would need to transfer 1.5% of the construction cost (when the Guaranteed Maximum Price is set) to the Public Art Fund. To maximize the utility of the funds, the project team will explore opportunities with the Arts Council to incorporate functional art into the design. Sustainability The building is being designed to meet the LEED gold standard. Solar panels will be affixed on the roof to the maximum extent possible. But due to the budget constraints, the building is no 503.675.3984 380 A Avenue PO Box 369 Lake Oswego, OR 97034 www.ci.oswego.or.us Page 4 longer enrolled in the Energy Trust's path to net zero (energy) program, which was a goal of the previous concepts. As a cost deferment strategy to also improve the energy efficiency and life cycle cost of the building, staff engaged with a qualified energy service company to explore a performance contracting opportunity. Under this arrangement, the firm would propose energy efficiency measures to incorporate into the building and guarantee the energy performance over what is proposed in the schematic design. Through third party financing, the city would pay for those measures over time, ideally with a portion of the payment coming from the energy cost savings. While the total project cost would be higher because of the upgrades and financing, the upfront costs for mechanical and electric systems would be deferred, and the building would be more efficient. The company is developing a proposal at no cost for the project team's consideration. If it is deemed a viable and promising scenario, we may bring it back to the Board for your consideration. Factoring into this decision would be the added complexity to the project (adding another design-bid-operator to the team) and potential impacts to the schedule. FISCAL IMPACT The construction cost estimate for the schematic design for both phases is $32.14 million. The total project cost estimate, which includes soft costs and a 10% contingency, is $41.8 million. This is very close to the previous estimate that was made after the Board added demolition of the existing building and construction of a parking lot and plaza to the project scope. Cost reduction options have been developed, but our recommendation is to continue to proceed into design development. At this point, our funding strategy is to continue to explore a combination of cost reduction strategies as the design develops and plan to release a portion of the project contingency to fund the second phase of the project if the next phase and pricing stays on track. RECOMMENDATION Staff recommends the LORA Board approve the schematic design and direct the project team to proceed with the design development phase. NEXT STEPS & SCHEDULE The team is working on an aggressive schedule to break ground next summer to take advantage of the preferred construction weather window and to avoid as much construction cost escalation as possible. The schedule anticipates the development review application to be submitted in January with construction to start for an early work package of site utilities, demolition, excavation, and 503.675.3984 380 A Avenue PO Box 369 Lake Oswego, OR 97034 www.ci.oswego.or.us Page 5 shoring in June or July 2019. This will require an uncommon early permitting and bid package for that summer work. Under this schedule, we will immediately break ground following the Board's final approval of the CM/GC's guaranteed maximum price (GMP) in June. Another cost containment strategy is the buyout of certain materials early to avoid cost escalation. This could require LORA Board actions prior to the final approval of the GMP. The anticipated end of construction/move in date is spring of 2021. ATTACHMENTS 1. New City Hall Schematic Design Perspectives 2. Site Plan/Landscape Plan 3. 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CONCRETE SIDEWALK PER 2/C5.10 AND PAVING LEGEND HEREON. SCORING CITY OF LAKE OSWEGO iy - I REPORT BY GEODESIGN, INC. DATED XXX X, 2018. ALL RECOMMENDATIONS PATTERN AND DETAIL PER LANDSCAPE PLANS/SPECIFICATIONS e o \ _ 01THEREIN SHALL BE FOLLOWED. 2. STAIRS WITH HANDRAIL PER LANDSCAPE PLANS \ © L 3. GUARDRAIL PER ARCHITECTURAL PLANS CONCRETE SIDEWALK: 4 PCC OVER 2 CRB OVER _ 36'f i \ - _ 11' I co I� COMPACTED SUBGRADE PER GEOTECHNICAL REQUIREMENTS. 4. RETAINING WALL PER STRUCTURAL PLANS I \ I� I REINFORCE WITH #4 REBAR © 24 O.C. EACH WAY 2 1 \ -_ - 0 I I 5. PLANTING AREA PER LANDSCAPE PLANS 7 \ EXISTING BUILDING O V / 6. RAISED PLANTER AREA WITH 6" FREEBOARD PER LANDSCAPE & wv I` I STRUCTURAL PLANS i ©` ` ` - PROPOSED BUILDING 36'f ' _ 7. PAD MOUNT ELECTRICAL TRANSFORMER WITH PROTECTIVE BOLLARDS PER \\\\ © 30' 30' 1 ABBREVIATIONS ELECTRICAL AND FRANCHISE UTILITY DRAWINGS. COORDINATE VAULT REVEAL WITH PGE TO ACCOMMODATE GRADES SHOWN ON C1.20 OR PAD JI I 60' EDGES TO BE THICKENED AS NECESSARY TO CREATE LEVEL PAD IN SLOPED 1 e \ o i AVE AVENUE ODOT OREGON DEPARTMENT OF _ TRANSPORTATION SURROUNDING PER 12/C5.10 Project `_ `� 1 C COMPACT Al \\\\\\\ \\ I CLO CITY OF LAKE OSWEGO POOL CARPOOL (VANPOOL) 8. DEEPENED WALKWAY EDGE PER 11/C5.10 lit DWGDRAWINGRRADIUS9. SITEFURNISHINGPERLANDSCAPEPLANSLAKE OSWEGO Ill I \ CLOSE EXISTING 5 01 _ ST STREET 10. GENERATOR EXHAUST WELL CITY HALL '` ® \ UNDERGROUND GARAGE EV ELECTRIC VEHICLE •lillll I I \\\\\\\\\\\\\\\\\� I EW EACH WAY SSD STOPPING SIGHT DISTANCE 11. TEMPORARY PEDESTRIAN ACCESS. 5 FOOT WIDTH. CONTRACTOR TO \ ACCESS TO ALLEY • INSURE ADEQUATE PEDESTRIAN PROTECTION IS PROVIDED FROM BOTH FALL 0 , 1 (.0 0 STD STANDARD AND ADJACENT DEMOLITION CONSTRUCTION WORK, AND THAT PATH IS 380 A AVENUE D \ , M ������\\� � - . I GRN GREEN VEHICLE DEMOLITION/CONSTRUCTION \ 1- TYP TYPICAL COMPLIANT WITH DISABLED ACCESS CODES. LAKE OSWEGO, OR 1 r\\\\\\\\\\\\\\\\\\\\6\\\\\ - 11� O.C. ON CENTER 97034 J 12. TEMPORARY STRIPING FOR PEDESTRIAN ACCESS. 4" WIDE WHITE STRIPES 1 I ei8 O • (10 - \I I © 24" O.C. REMOVE EXISTING CURBING AS NECESSARY TO PROVIDE g i ° , i N SMOOTH TRANSITION TO TEMPORARY PEDESTRIAN ACCESS 5.5 (1.7. . . N0 3.87' ! T0SS91. II © �� KEYNOTES (PUBLIC OFFSITE) 0 m _ LI li 2 -40. / '� I I . °D ] 10.08' IMI 0 1 tVI 40. VERTICAL CURB WITH 24" MINIMUM SAWCUT PER CLO STD DWG S2-01 _ _ NUM � ► I` 0 --�'- , 41. DRIVEWAY PER CLO STD DWG S4-03. REGRADING OF THE ROADWAY I •` I ASPHALT TO MATCH NEW DESIGN GRADES WILL BE REQUIRED, EITHER 6'f 14'± _ 14' 16' I 1 0 0 00�, CD I� TEMPORARY OR PERMANENT PER PHASE 2 DESIGN IPHASE LINE •!o!a 42. SIDEWALK PER CLO STD DWG S3-01. PAVING PATTERNS PER 12/C5.10 ON El.:.,:.. I0 W 3RD AND 4TH, AND PER 13/C5.10 FOR A AVENUE. PROTECT ALL EXISTING I- ® I i••::.:::, 0 I I„I„I I UTILITIES APPLICABLE.NLESS REMOVETED AND REPLACEE)A LND TRAADJUST C SIGNS.GRADE AS �''``�� I Iol I I 4� w I I .;.0.1 i_ 43. "SIDEWALK ENDS" ROADWAY SIGN ioieCn 3'f I I :;:�:;: 44. UTILITY TRENCHING/BACKFILL AND ASPHALT PATCHING PER CLO STD DWG I I I I I°I` Q • - �� 5 :lol: I01 0 S6-01 AND S6-03. = o \\ .. • . 45. CREATE TEMPORARY TRANSITION TO EXISTING SIDEWALK TO THE ° I •- •• I I I SATISFACTION OF THE CITY INSPECTOR. El ° /II I III • gir 411) TAX LOT 95000 10 u) 334 3RD ST I , I o 16'± 25'f 18'± , I 15.5'± _110.5't ° TYP o ° 0 15.5'tCD V 1\ '� - 1 O �D PRO 0 44\ G I NS s6II lLU. `II I 0 91897 r N fD 0 I OREGON 1 77 II -_ FwORY \ • ' 0p _ 10' I O =� I EXPIRES: 12/31/18 -0 _ 20 PUBLIC SANITARY k SEWER EASEMENT I © ALLI RIGHTSIR SERVED )(c-- s - - - _ - THESE DRAWINGS ARE THE PROPERTY OF _6 _ 1 MACKENZIE AND ARE NOT TO BE USED _ _e---- OR REPRODUCED IN ANY MANNER, a O I WITHOUT PRIOR WRITTEN PERMISSION 4 60' , ID ~LA Op 0 r 1 , ° P' ID I REVISIONS: 30' I 30' I 4 ° I I Z0 1 I N� REVISIONS REVISION DELTA L- I » SHIS CLOSING DATE I o 1 SHEET /414$ o e 8.5'± O I [) OD I 1 ao , I I I 1 IIIII o I I I , ( I ) TAX LOT 9700 6r). 1 95 I 0 I _ 3223RDST I J) I Ice d I SHEET TITLE: -n- 1 ICB I er- SITE PLAN 3 0 01 4 PHASE 1 "fc ° I -� III I I L *- *- 0 0_1 kW V ° r ..r ® 1 OH \! OH OH OH N i OH - l OH c OH a�i OH 5'f •- j+H �� 0 - OH I �- O r / A I OTYP i a ° b QS I DRAWN BY: RSO �• 0:M O O .o c, wv� CHECKED BY: GIM EVERGREEN ROAD SHEET XI 0 Co "")k D4I D4 1 c 12'f )(c_ Ti 1231 it * e 0 e :7f‘ F-- I C1 .10 ii -----1-- SITE PLAN - PHASE 1 1.1(:), 20 0 10 20 40 80 JOB NO. 2170184.00 ( IN FEET ) 1 1 inch = 20 ft. o REVISED 10 6 1 30/ SCHEMATIC DESIGN 09 24 18 21 701 840 0\4_DRAWINGS\CIVIL\184-C1.10.DWC SAO 10/26/18 14:11 1:20 LEGEND EXISTING PROPOSED EXISTING PROPOSED ra �a O XI WV RIGHT OF WAY/PROPERTY LINE - - - - WATER VALVE M D4 0 CENTERLINE - - - - WATER VAULT 0 II>>iar rM EASEMENT - - - - - - FIRE HYDRANT Ir - - - - - - - - - - - - LIMITS OF PHASE 1 IMPROVEMENTS - - - - - IRRIGATION CONTROL BOX Architecture Interiors XI CI w� ---- i, / .2. GAS METER c"" Planning Engineering in cV . . CI ® A AVENUE � TYP � : ' ' TREE o � 0 GAS VALVE � ° I TYP 48 TYP UTILITY POLE l- - - - { I SIGN UTILITY POLE GUY WIRE ANCHOR 1' Of: . . . I O FENCE x x ELECTRICAL TRANSFORMER '�"' Portland,OR ,r _ - - _ ' �� ( ICD , , 8.5'f, r • • ' ' ; • . ' �'= ELECTRIC LINE (OVERHEAD) OH ELECTRIC METER El 503.224.9560 .- lit i :.. o_.. . • \ --� ' , �„r�� fii::::10 _... �� ae, ' . . ', C S G 0 0. I •� • Vancouver,WA , �T- .... � ••-•••'.••••' , STORM MANHOLE pD O TRAFFI I NAL P LE 360.695.7879 • I : : �. J I i I I ! 4 f ■■ ■■ . ■:■■ �, ■■ ■ ■■ ■■■■� o I�r.. ■■ ■■ .■�� T -:�■■ ■:I,-[�:lID■■ •'_ ■ _ I I I ! • • • �-. ■■11■■_ 11 ■■_ ■la■■_■■■■ _ IZ ■■II■■ ■� ■■ ■■ -■ ■■ ■■ �. !ICI' CATCH BASIN IIIII ® 41U WA III' 2.5 in N �1. �`� ■: '• e. TRAFFIC SIGNAL CONTROL BOX ll Seattle, III'�I1��(1) 7.5' TYP 23.08 I HI__ ... G 0 206.749.9993 ° , -� -I -I I •1 I CLEANOUT ow o LIGHT POLE I _ 6.8 I I �� scg SIB www.mcknze.com ° i Ji-H '�- -� I- �j I SANITARY MANHOLE 0 O COMMUNICATIONS CABINET El 0 -� ' 16 t 14 f 14 I ���� 30 ' -„ 0 a a o -, it • 1 15 f . 13 t o WATER METER 0 h- ER M AC I< E N Z I E I �I I • � • .�,C0 I • ( � �' '„1,, r STREET LIGHT PULL BOX ❑ � ° -L(k_yl , 0_- • _ 1�� DESIGN DRIVEN I CLIENT FOCUSEDN t- 1 I I 1 - i Client °� • • • • • - -I • O � ` 8'± 1 ] �' -. I • 4 i 0® 4'. KEYNOTES (PRIVATE ONSITE) 0O TYPO TYP � PAVEMENT LEGEND (PRIVATE ONSITE) TYP ® • ®I € _ H H H H H N I WV J _ TYP �, a, - 0 CITY OF LAKE OSWEGO EV V EV 1 oi J I I I *PAVEMENT SECTIONS SHOWN BELOW REFER TO THE GEOTECHNICAL 1. VERTICAL CURB PER 1/C5.10 14 __ c: 0 REPORT BY GEODESIGN INC. DATED XXX X, 2018. ALL RECOMMENDATIONS I J 11.5'� O ' El' - TYP THEREIN HALL B2. CONCRETE SIDEWALK PER 2/C5.10 AND PAVING LEGEND HEREON. SCORING ' I 1 9 O PATTERN AND DETAIL PER LANDSCAPE PLANS/SPECIFICATIONS o 4 - TYP OTYP - _ iLj! - t�,�, N TYP € �, 0 O ASPHALT PAVEMENT SECTION: 4" AC OVER 9" CRB. OVER 3. ASPHALT PAVEMENT PER PAVING LEGEND HEREON IED - P I COMPACTED SUBGRADE PER GEOTECHNICAL � � ° �' TYP 36'fl • ei O O TYP TYP HE O 7 _ L 4, I REQUIREMENTS. 4. CONCRETE PAVEMENT PER PAVING LEGEND HEREON ° - I _ _ __ 9' TYP ■ • eco• II • I CONCRETE PAVEMENT: 7" PCC OVER 9" CRB OVER 5. CONCRETE CROSSWALK PER 3/C5.10 I H H H-�I E'� - 0 • O❑ TYP • - V O COMPACTED SUBGRADE PER GEOTECHNICAL REQUIREMENTS. 7-1• 6. ACCESSIBLE PARKING STALL PER 4/C5.10 - 6/C5.10 •• 1 -�- 0 f' j 7 u REINFORCE WITH #4 REBAR © 18" 0.C. EACH WAY. • ' ' [1 [1 EL EXISTING BUILDING 7. TRUNCATED DOMES PER 7/C5.10 . ,• TYP o.tc" I _et_ WCO/*/ - - - Lcb_ ► I CONCRETE SIDEWALK: 4 PCC OVER 2 CRB OVER COMPACTED SUBGRADE PER GEOTECHNICAL REQUIREMENTS. 8. 4" WIDE WHITE PARKING STRIPE 0 I REINFORCE WITH #4 REBAR 4 24" O.C. EACH WAY • I O, - 0 3' $a I,�; �_- - II 9. DESIGNATED PARKING STALL SYMBOL AND SIGNAGE PER ABBREVIATIONS I• i •• • I • _ • o I 2" HMAC HEREON Project J 1 CI Co H H • �` �� • II 36 f GRIND AND INLAY OF LEVEL 2, 1/2 DENSE 010. WHITE DIRECTIONAL ARROW • 48 5 5' I 16' _ 24' _0 18.5' 18.5' zz 0 j; 30' I 30' TYP i0 �J >t 2'\ .5, (� I . 11. STAIRS WITH HANDRAIL PER LANDSCAPE PLANS LAKE OSWEGO 60' 12. GUARDRAIL PER ARCHITECTURAL PLANS TYP O •-- 4 O 24 CITY HALL / Y C'3 ° �� 1 13. RETAINING WALL PER STRUCTURAL PLANS a 1 oIIIGI i ii. 1 I •® - 1 1 ► r `° • O • ED � ABBREVIATIONS 14. BIKE RACK PER LANDSCAPE PLANS 0 12.5'� • ■ 0 TYP I H 6 N��������\,I i • I o 15. PROTECTIVE BOLLARD PER 8/C5.10 LAKE OSWEGO, OR O 97034 0 O AVE AVENUE ODOT ORANSPORTAT ON ENT OF 6' '/10'• TYP 4 ® TYP C COMPACT 16. FLUSH CURB PER 9/C5.10 N ,� `�' 9' •TYP II I POOL CARPOOL (VANPOOL) 17. CONCRETE VERTICAL CURB & GUTTER PER 10/C5.10 'a0 I f O TYP O �' �1: , I CLO CITY OF LAKE OSWEGO R RADIUS 18. 20' TALL SITE LIGHT ON CONCRETE BASE (DESIGN BUILD) o II. DWG DRAWING ° _ - I i - �I II: ' I ST STREET 19. TRASH ENCLOSURE PER ARCHITECTURAL PLANS 0 - . Eh -1 EV ELECTRIC VEHICLE / --- o 34 17 • O �`� 1_,. SSD STOPPING SIGHT DISTANCE 20. STORMWATER PLANTER PER C1.30 Ms I ` H �. . - _. - �. EW EACH WAY TYP -� 3.5' • 1� s_ . . :. a11� I A. 1 O /� '�',r • I GRN GREEN VEHICLE STD STANDARD 21. PLANTING AREA PER LANDSCAPE PLANS 16'± 14'± 14' 16' i Ix 1 u u u fbil - 0 -M - �I��I� Coo _i . 1 1' t - I -25 97' ..Q z _ -� , - I ° I OC ON CENTER TYP TYPICAL 22. RAISED PLANTER AREA WITH 6" FREEBOARD PER LANDSCAPE & Al_ --- 10.15' • • • -' °' STRUCTURAL PLANS • I HMAC HOT MIX ASPHALT CEMENT 10 - - -- - - -- _O _ 1 4 N 23. RELOCATED BOOK DROP BOX ON 4" THICK CONCRETE PAD REINFORCED rrCD-975; I WITH #4 REBAR AT 18" OC, EW 4 *1 .al. ii. .■__ �y n 20.75' r - 4 W 24. NEW BALLOT DROP BOX (VOTEARMOR MODEL VA-3630) ON 4" THICK ° I- `'`- ! 1 I 1 W I SITE DATA (COMBINED PHASES) CONCRETE PAD REINFORCED WITH #4 REBAR AT 18" OC, EW W I ® I ° 0 I TYP "'" I 5� 1 25. NOT USED tik W ' O TOTAL SITE AREA (SF) 75,500 I CD 10.67 L °° 26. TRANSITIONAL HEIGHT CURB PER C1.20. 1 G-N GRN GRN I ,,,e:pa ° I ° I BUILDING AREA (SF) 18,100 9, 9' 9' "•47:i �' �eaath 27. DEEPENED WALKWAY EDGE PER 11/C5.10 - O I I ° ° 0 % COVER 24% IIi CO • 1S 0 TYP O 0 CC 28. FLAG POLE PER ARCHITECTURAL PLANS 10cn _-! I I ° CO I I OVERALL LANDSCAPE (SF) 14,900 ° I -� : : • N I 1 29. BIKE PARKING CANOPY PER LANDSCAPE PLANS a o ( ,w 9 TYP - O O OVERALL LANDSCAPE % 20% 30. SITE FURNISHING PER LANDSCAPE PLANS . � 0 TYP o A 11O I - o ° PROJECT AREA (AREA OF DISTURBANCE) (SF) 53,900 31. PARKING RESTRICTION SIGN • TYP 141D TAX LOT 9500 ° il CD TYPO I @ I 32. NOT USED 1� O 1 - ■ O 7Op 1 334 3RD ST ° I ° I I 33. 100LFf RETAINING WALL WITH 42" EXPOSED SCREEN WALL ` I O , 11'f_� 16'f -I 16'±18.5'f 16'fT 25'f 18'f _�r15.5'f _10.5 fl o o ° I 34. 75LFf RETAINING WALL WITH 12" EXPOSED SCREEN WALL ' _ ° al PARKING TABLE (COMBINED PHASES) 110, 51 o I 15.5 t I r PRO * ° ° ��� FF i ,� ° ^J J PRE-PROJECT POST-PROJECT PRE/POST DELTA NOTES �5��' 1 NE ��/� R15 - #"/ I STANDARD 33 91897 ° I �/,� I J p� I -. I I ` .• I 130 -50 KEYNOTES (PUBLIC OFFSITE) 0 �`' I 8I 41% (MAX 50%) OF OREGON rn COMPACT 47 W + ° PROVIDED 40. VERTICAL CURB WITH 24" MINIMUM SAWCUT PER CLO STD DWG S2-01 �,9F 11' 10 �o�� �/ R15' Oe-ri DISABLED 4 5 1 5 HANDICAP SPACES FOR 41. 12" WIDE VERTICAL CURB PER (MODIFIED) CLO STD DWG S2-01 v�RY \ • TYP _ �- • - 101-150 TOTAL SPACES �✓ 10' 1 ® 42. DRIVEWAY PER CLO STD DWG S4-03 EXPIRES: 12/31/18 ID°�° I _ 20' PUBLIC SANITARY 0 O I GREEN 0 7 7 5% OF TOTAL PARKING 43. SIDEWALK PER CLO STD DWG S3-01. PAVING PATTERNS PER 12/C5.10 ON MACKENZIE 2017 ° I e SEWER EASEMENT I EV 0 3 3 2% OF TOTAL PARKING 3RD AND 4TH, AND PER 13/C5.10 FOR A AVENUE. PROTECT ALL EXISTING © ALL RIGHTS RESERVED 1 TYP ° CARPOOL 0 7 7 5% OF TOTAL PARKING UTILITIES (UNLESS NOTED OTHERWISE) AND ADJUST TO GRADE AS THESE DRAWINGS ARE THE PROPERTY OF _ • -,° - - - - - MACKENZIE APPLICABLE. REMOVE AND REPLACE ALL TRAFFIC SIGNS. E T BS • OR RN IN AO MANNERoEU,ED - 0 o o' O I 0 SECURE 0 23 23 FOR POLICE VEHICLES 44. CONSTRUCT ADA RAMP PER CLO STD DWG S3-01 AND ODOT STD DWGS WITHOUT PRIOR WRITTEN PERMISSION a° 60' 0 ° ° wv OFF-SITE 17 14 -3 NONE REQUIRED RD720-RD769. INSTALL WET SET, YELLOW TRUNCATED DOMES 2 FOOT N I I LONG BY FULL RAMP WIDTH. COVER INSTALLED PANELS IN PROTECTIVE REVISIONS: • 30' I 30' ° I o I I ° u TOTAL 151 139 -12 PLASTIC UNTIL FINAL INSPECTION. SELECT TRUNCATED DOMES FROM ODOT z 1 * I QUALIFIED PRODUCT LIST (QPL). N� REVISIONS REVISION DELTA ° �""'� I I BIKE 0 12 12 Q I S (Q ) » THIS CLOSING DATE a ° �° /\ e 8.5'f o .... .... 45. DOWNTOWN STREET LIGHT PER CLO STD DWG 55-02A ixo SHEET a ° • ' 46. INSTALL 4'X4' TREE WELL. ALIGN WITH SCORING PATTERN. TREE GRATES , WV • AND FRAMES SHALL BE 4-FOOT SQUARE, CHINOOK STYLE, GREY IRON / °�, 0 I ID p D I •. • • I ASTM 148 WITH RUST CONDITIONER BY URBAN ACCESSORIES. INSTALL ' °*• 1 D I I T ° 4° :: '• • • I POWER RECEPTACLE PER CLO STD DWG S10-02. STREET TREE PER , ° 0 I I 4 , S • •' LANDSCAPE PLANS. IIIII � O I 47. REMOVE AND REPLACE EXISTING ASPHALT PAVEMENT (4" OF LEVEL 2, 1/2" A I TAX LOT 9700 • y DENSE ASPHALT CONCRETE OVER 12" AGGREGATE BASE (3/4"-0) OVER COMPACTED SUBGRADE). REPLACE ALL TRAFFIC STRIPING AND SIGNAL ' - ° ) ° o LOOPS IN KIND. • 322 3RD ST 4 I Ice d I 48. GRIND AND INLAY 2" OF LEVEL 2, 1/2" DENSE HMAC. REPLACE ALL • Ics ° TRAFFIC STRIPING IN KIND SHEET TITLE: • 0 I ice I ,0,5 49. REMOVE AND REPLACE EXISTING SCORED CONCRETE CROSSWALK IN KIND SITE PLAN 050. RELOCATE EXISTING ROADWAY SIGN PHASE 2 ' c I 4°° 0 1 I ° o I A. a I 51. "SIDEWALK ENDS" ROADWAY SIGN° ...,..2 N„......_.aL _ 0 52. 12" WIDE CONCRETE BAND WITH CONCRETE PAVERS TO MATCH EXISTING ,..*-- ..,, =0 *_ *- # iik 1 ___cti ..... IV o I a O 0 ® O , - - - - ° - to - - °, ° ❑`� 4 ° 5 f I G ° 41 VE OH \4 °• OH G ° ° ° OM ° ° e O • ° ° OH ° OH - OH ° d i'ra ° OH �,��_91 ��__ OH ° ///•H I OH \ OH ° _. �,� Vfilarkiiii... few,1_, e If (43.--..., if re.._,....., I © d �-.>, cE, f %, lnO-.ou J. 1t tti-1.-,4 A P t ,.�' 11 t ,_., a in I i o O D ��� DRAWN BY: RSO - - - - - - - - - 4 - - - - I - - - -- TI,��? - t - L M b i ���,�vv; CHECKED BY: GIM > pD pD � � i i w/ " 1 © EVERGREEN ROAD I Ixl�� I SHEET p4Nv v0 Co - - (IJ)) e 4k )(C-- D4 c 12'± )k.,_ \ fil :*- -- e 0 ‘ ,.-_,r F-- )0„ ,. 0 �- SITE PLAN - PHASE 2 �C1.11120 0 10 20 40 80 JOB NO. 2170184.00 ( IN FEET ) 1 1 inch = 20 ft. o REVISED 10 6 1 30/ SCHEMATIC DESIGN 09 24 18 21 7 01 8 40 0\4_DRAWINGS\CIVIL\184-C1.11.DWG SAO 10/26/18 14.11 1:20 / \ ' - - \ - - - - / \ // \/ \ /� N / \ / M/ // `\ // \ /� `\ / I \ / \ \ I \ LEGEND 1 ° 1 o 1 I o i 10 1 1 o I Architecture Interiors I \ 1\ / \ / \ I I / Planning Engineering \\ \ / \ / / \\ \ / - - - R.O.W./PROPERTY LINE / / {� A AVE. \`\ / / / o EXISTING TREE TO REMAIN, - - - -� -- - - -� PRESERVE AND PROTECT �� , , /- EVERGREEN VINE, 1 GAL., 18" O.C. Portland,OR/jy j / I�1�������� /�//�/ i •�� 4 • SEE ARCH FOR TRELLIS STRUCTURE. 503.224.9560 I11 ■p�■� �� / / Vancouver,WA iii\ . /J,i .)%A;- , ---111u■■ /// �, QTY: 30 -. 360.695.7879 ♦ 4$;xi ...p .. , Iiii;a ■Ili■■ ..�I,■■.■■Il.■■.■■11,■■.■.►1.■R�11,...■.r■■.�I■►. �T'�It I I r�� /�I, /� Wig / ■■�—=i■ ■■■III■■ ■■11■■�■■III■■ ■■11■■ ■.II■■ �11■\��i��■■� _I��,:—��III■■ �1■ ■■U �11�111� l `�i/■.��i■■ :::_ ;;l� WA ith// \ '4■■jai Q��1 © / / IJQ ••- EVERGREEN HEDGE SHRUB - 5 GAL. Seattle. . t!Jj !!!! IIII !!aIII "1, jiQ1IIi"ir4IIIIZ_iurPJiuiiiri __ � : OIL\ iHiiO4 HT. 3 O.C.— QTY: 39 www.mcknze.com_„,, ,prWIA. wr cilium! ____�.., ��a ___ _• ICI__ ;IN '"ter ORNAMENTAL TREE - 2" CAL. B&B. M AC I< E N Z I E \ 1111. 7. APV.na.kv-Au Mr""drabriMAI , ,/ 4100 A V V V 1 MEMEM . ° I _ Iii• - _ _ - um Pall I _ I _� Owild O' QTY: 10 DESIGN DRIVEN I CLIENT FOCUSED / « IrWL I`W"� I'W''L 'aka) at mum i mnnm:uunulm.nnnnommimp mnnnm;mummy u m opium l immi n immpn:mmn,imummil umuunp aial WI mn.dimm ■. 1c Client Mi • i \ / • / I'" _____� ,/,!„),' `,' � .- 'Y� i IG RAISED PLANTER TREE - 2" CAL. B&B. il .7 16, .I, �� �� ..� 2i QTY: 9 ;;;� • / ,, 'L4' // -r iSPECIMEN COLUMNAR CITYOF LAKE OSWEGO t = � I 40 TREE - 3.5" CAL. B&B. \ ) __,,, LTYP. 4. -,t Iwgiito -�� ` O TYP.O 1 I r01 .. , lui, ., _ r>_ QTY: 4 o ,,„, ez- E I r w 7M0 \ / � J PARKING LOT TREE - 2" CAL. B&B � W% _ L3.to , IQTY. 8 -milr / �• �-EN Ir� I tir. li -- �1 �!,7. . AL -16 M I ct. - _ IIE ' ' iar COLUMNAR STREET TREE - 2 CAL. B&B , �•�� QTY: 12 _� `, ■ 1 1 44111rK � 4 0 - `\ ������\\\ 4 STREET TREE - 2" CAL. B&B 1 0 Project $ H \� • QTY: 12 "' LAKE OSWEGO L . CITY HALL • 1 $ 61KINCA • :=- - A ;�; I PHASE 2 �! �� '� �r_ I • EVERGREEN TREE - 10 HT. MIN. ■ TYP.© II j QTY: 1 380 A AVENUE (n ‘11W77 ' " 13 «. LAKE OSWEGO, OR = IIS © 1 - 97034 - 1 - ._,L3.1 oiii \II I PLAZA TREE - 2-1/2" CAL. B&B • / \ _ h _ . :NERATOR QTY: 8 / ° \ � ; I t � . 1 __® TYP.© m \ / r i .1 `- / �� /' ■� j%jj SHRUB AND GROUNDCOVER PLANTING MIX, 12" TOPSOIL • ir;; ;7 I / - i 1 '///`+'ME .... I, ,///// DEPTH, TO BE IRRIGATED WITH PERMANENT, FULLY � -- / /// I AUTOMATIC IRRIGATION. — . - IIIIII■ rzyz '/P'7 ///7 •• /�� m :: / ###r# :- _#-W 7• �1 Y, _�"-k .1`0, O — -- /// L /// i1j//// _/_/ / J_:�- . CO�■ .�. // \ �� ' 't�� ZAWW \��I���I i s I ++++++++ STORMWATER PLANTING, 18" TOPSOIL DEPTH, TO BE I 0 �� fie �i� �' • © - ++++++++ IRRIGATED WITH PERMANENT, FULLY AUTOMATIC IRRIGATION. 0 . . . . . . . , \ , • • ///pm 7,77 . . . . . . . . . . . . . +++all s //////j /j/ I I PEDESTRIAN CONCRETE PAVIN - STANDARD GREY. /— N ////j%% V 1111.. ;;7 \ / , ///////; _�. 6 ■■■ ///N.% �• ` / � I veeeo oo,00;;oo. 77 \ / _ _ - \ - PEDESTRIAN CONCRETE PAVING WITH INTEGRAL / N /j / // 1 / \ COLOR DARK GREY. 040 I // \ I I % - I V/' / / \1 I PRECAST CONCRETE BENCH WITH INTEGRAL SKATESTOPS \,, m// 9; I / 1 //, / / \ I - - U / \ \ 0 ///. / I / \ \ AND CONTINUOUS RECESSED INTEGRAL LED STRIP LIGHTING. /�� / \ 1 / \ \ �%% / I o / - 2'X2'X18" HT. / // I a�• , r0 /// 0 \ I //. / - -_ \ I ; o- I QTY: 3 I / � %%/ \ 0%%%% %%% %/� \ N0 I ii / `\ \ / \ y _ /l / �/// \ I / 7%// / 1 .. \\ \ \ \ \ / / / \\ RAISED PLANTER WALL, CMU BASE WITH BASALT STONE \ / / I'/j \ I I 11 // / \ \ \ \ '7 j/ -(�_ I MASONRY VENEER. SEE PLAN FOR LENGTHS AND CIVIL ' , i , ,\\ 1 v// \ 1 i j / o \ 1 \ \ V /�' o ,\ \ I GRADING PLAN FOR HEIGHTS. // \ // I j \ 11 y v ) / i t ° j I \ , g 1 I. ° I I \ /\ - -ri METAL TREE GRATE, 5'X5' SQ. WITH (2) IN-GRADE \ �/ -��/ I PI == ■ UPLIGHTS. \\ /////// \\ /� / ' ��' \1\ \\- - // I/ \ N. - / QTY: 8 / / \� / I CONCRETE PAD, 5'X3.75' ® 6" DEPTH WITH COMPACTED \ \ / / rt r \\ / �%ii�\ / / N o \ \ _ --- - -� \ I BASE AND (1) IN-GRADE FLUSH UPLIGHT. ART EXHIBITS N I // / \% _\ , i 7` - - -- - - - -, / \ PROVIDED BY CITY. I � , /i� ��� // yN N \ QTY: 2 / \ - / 1 / \ /\ N / \ / \ \ illllllllllllllllllllllllllllllllllmo METAL CANTILEVER SEATWALL BOLTED TO PLANTER WALLS, ' // \\ \ //� // I �\ / / \\ / - / \\ // \ I ° \\ I WITH INTEGRAL SKATESTOPS AND CONTINUOUS RECESSED I ,� I :/>:*// / \ \ / 1 /'�\ / / \ / \ / \ I \ \ I I INTEGRAL LED STRIP LIGHTING. / \ MACKENZIE 2017 —I ( / / \ 1 !/7 '/ I ° 1 /� \ / / V / \ \ / \ \\ \\ \ / I I BIKE RACK, POWDERCOAT FINISH © ALL RIGHTS RESERVED / I ` �� I \ / / / \ \I \ - EMBED IN FOOTING. BIKE PARKING REQUIREMENTS THESE DRAWINGS ARE THE PROPERTY OF / 1 \ '/ \\ / / \ I I / I _ 12h '' + Pol �_ h - I \\ II //I QTY: 6 MAOREREPRODU AND CEDARE INNONYTOAB N USED / ' i 1 BIKE STALL REQUIRED PER 5,000 SF OF BUILDING PER WITHOUT PRIOR WRITTEN PERMISSION II / I / /\ _ - - %/ I `Ni - .- '�* I r. 9 I o o — I / I METAL BOLLARD, 8"0X3' HT, EMBEDIN FOOTING. CITY OF �/ \ \s / l / \ i� \\ I I� ° I\ I / I \ —I- I QTY: 8 REQUIREMENT.K OSWEGO OFFICE* USE ZONING CODE REVISIONS: -I \ \ \ y - -/ I / I I \ \ \ I / / N _\_ N I/ ° \ I \ \ / \ // \ // \ / ,) / I * METAL BOLLARD LIGHT, 8"0X3' HT, EMBED IN FOOTING. • 50% OF BIKE STALLS TO BE COVERED. oQ N REVISIONS REVISION DELTA I � � \I \ /\ V \ // \ I `\ / \ / \ / \ / /I / QTY: 21 5_, THIS CLOSING DATE I / I \ I \ /1 \ / \ / \ / \ \ / / / •• BIKE STALLS SHALL BE WITHIN 50' OF BUILDING ENTRY. �o SHEET // \� -/\0 I I--�\ o- / I \ / \ \\ / \\ / \ // / �/ - PES6 RIAN LIGHT POLE, 12' HT. -\ / \\ \\ / \ / \ 'C \�`/ / �\ N \ / \\\ /� / y\ / z QTY: CALCULATIONS: , \ / \ / � __ - - ' \ / N / \ / i � \ I \ / / / N / \ / `N / / RECESSED STAIR LIGHT. / I �► '` \ I -.- ti�. / I I /� //\\ I \ _ % _ _ "_ _ _ _ y� _- - - - �'`- - I N\ I QTY: 58 58,000 SF BUILDING AREA REQUIRING BIKE PARKING I MD I \ I / / `� // \ 1 1 I // I \ I 58,000 SF / 5,000 SF* = 11.6 TOTAL BIKE SPACES REQUIRED —\/ \ / I ---Co I I \ 1 \ \\ / Iç \\ // 1 // N N I - 12 TOTAL BIKES SPACES (6 RACKS) PROVIDED ON SITE / \ N /'/ \ \ \ I KEYNOTES (8 COVERED SPACES AT LOWER PLAZA NEAR SOUTH ENTRY AND , lo ,- I I \ / \ _ _ // // \/ 4 SPACES AT UPPER PLAZA NEAR NORTH ENTRY) \ / 1 \ // k / \ /\ I 1. RAISED PLANTER WALL WITH BASALT STONE MASONRY / 16 / / \ I\ / I \ fT--- / / I VENEER. SEE LEGEND. *NO BIKE PARKING REQUIREMENT EXISTS FOR MUNICIPAL ZONING 1,-- \ 1 N - - - / - - '� I YN I I USE. THEREFORE THE OFFICE USE CODE REQUIREMENT IS USED SHEET TITLE: / \\ _ - - - _-- - - - - _-, // - - - _ \ r \\ `�(/ \ / 2. FINISH, SEE RCIVIL ETEGRADING FOR HEIGHLANTER WALL WITH T. FORM AS REFERENCE. LANDSCAPE I A I\ o / I \/� ' \ \ �` \ \1 / \\ / \ 3. C.I.P. CONCRETE RETAINING WALL WITH BOARD FORM PLAN ` // /, / -// \\ \ / _ _\ i 4 / I FINISH, SEE CIVIL GRADING FOR HEIGHT. TREE MITIGATION REQUIREMENTS / / / N \ `\ �T j-1.\ \ -* \ // \ \N \ I I 4. C.I.P. CONCRETE STAIRS; 14" TREADS, HANDRAILS / 1 �/ / `\ \ \ / / / \�\\ \ / I \ \\ \ I // I WITH BLACK POWDERCOAT FINISH. SEE CIVIL FOR 55 TREES REMOVED (SEE CIVIL TREE REMOVAL PLAN) / / / �\ /\ / / \\ \ / I / \ IGRADING. / j I 1 \ \\ ;�-1 I // / \\ y. - \� - — _ _ / 5. METAL GUARDRAIL, 42" HT, WITH BLACK POWDERCOAT 75 ESTIMATED MITIGATION TREES REQUIRED I / I / / } (14 TO BE 1 , I I r I '� I I /*- ) 1 / I _ -/— �- \ / \ -/ \ �\ FINISH, EMBED INTO RETAINING WALL. NATIVE) I o I ° / _I ° \ I \ I /I , o L I / / \ \ 6. STORMWATER SCUPPER, STAINLESS STEEL FINISH, 12" (TO BE CONFIRMED BY ARBORIST CALCULATIONS) • \ I I\ I / I I �\ / I "` \ I / I WIDE X 18" LONG X 3/8" THICK, BOLTED INTO WALL. 40 TREES PROPOSED ON SITE* \ \ \ 1 ,/ I \ = / cR/ / 7. FLAGPOLE, APPROX. 40' HT, WITH POLE-MOUNTED \ \- - / / \ - \ \ \ \ \ 35 ADDITIONAL TREE PLANTINGS REQUIRED OFFSITE OR \ \ \ / / \ / \ / ,/ \ \ // \ // \ / / LIGHTING. CONCRETE FOOTING PER MANUFACTURER. APPROXIMATE FEE IN-LIEU TREE PAYMENT OF $4,725** TO -___) \ \\ \ / \ / - - \ _ - N �>. - __i/ 8. MAIL AND BALLOT DROP BOXES, SEE CIVIL. THE CITY OF LAKE OSWEGO TREE FUND. I I \\ \\ `\ // /// \�/ // 9. VEHICULAR LIGHT, SEE CIVIL. DRAWN BY: AJ/TJB * 24 TREES PROPOSED WITHIN RIGHT-OF-WAY DO NOT COUNT ` N ` / / `\EVERGREEN RD/ - - - 10. TRASH ENCLOSURE, SEE CIVIL. TOWARD MITIGATION REQUIREMENT / \N / - / \ / / \ CHECKED BY: TJB — — - — 11. TRANSFORMER, SEE CIVIL. — —T — - - - — \ /-- - - — N ** FEE IN-LIEU PAYMENT BASED ON CITY COUNCIL RESOLUTION \\ / N\ // // \ / \ /N\ \ -- - -, 12. BIKE SHELTER WITH LIGHTING, SEE ARCH. OF $135 PER TREE. 35 TREES X $135 FEE = $4,725. SHEET N\- -., / \ / / \ // /\; \ \\ // \\ - - PAYMENT PER TREE FEE AMOUNT TO BE CONFIRMED BY CITY. .* % I 1 \ / NN\ 13. CONCRETE PAD, SEE LEGEND. / I I1 \ i) e I I 1° / I �/ \ 14. HARDSCAPE FRONTAGE IMPROVEMENTS, SEE CIVIL. 15. MONUMENT ENTRY SIGN - 6' WIDE X 3' HT. X 6" i.__i .ic 20 0 5 20 40 80 THICK C.I.P. CONCRETE WALL WITH BOARD FORM Ci) LAN' DSCAPE PLAN FINISH, STAINLESS STEEL LETTERING AND IN-GRADE UPLIGHT. 1"=20 ( IN FEET ) 1 inch = 20 ft. JOB NO. 2170184.00 30% SCHEMATIC DESIGN 09 24 18 EP EP EP I , , , I I I I I I r -ED . ,1111, .. . IN - - - W :di obi' i 1 • , , . STAIR#2 , 1 116 :'• ,,, z '• 1M B ELEVATOR#2 I PjliM • .h a _ _ 0-- la .. t. „\„\„\„. \\\\\\\ ,k 1 I 1 1 <= 1 . .. •, . . 1 1 1 < . 10——— ——1———— * — \ : , . . • ci- • H ,., k.N- 1 1 <= --1: ---- - : 1 1 1 . i • . . -71 *1 (D- . . 10 ' —10 F.. . or . . k POLICE LOBBY ELEVATOR#1 I 101 1 z156,,IN . , • STAIR#1 -. ---y--- ,..41(js____155 • I •• —Ir a . ----. • '----1 . 9111 VETUI LE I . 1‘ • 1 " ' ' -1F—Liku u 11 Tigi,U '1- 10,11', 4- T,UTTi ' (D——— . ' . . ' . '—— ' —— --7 ' ' 1 FiEriF , 1 , - li li , , I cb ,E5 6, ici , C3 0 440 (ID (134 0 -03 Garage Floor Plan 13 First Floor Plan City of Lake Oswego Lake Oswego City Hall M November 1,2018 2170184.00 li T 2.5 T T T O ___, 1 T 2 2.5 3 4 5 0 I .... off I I I I F Iµ L F NORTH / 1 I VESTIBULE ARTS COUNCIL MEETING I BOOKTIOUE 210 ow EXHIBIT SPACE MULTIPURPOSE SALES AREA a LOBBY CORROMOUINDY I,�-_-_- M' 219 I 301 MUNICIPAL -ki,�, \1 - b ICOURT4L. ° 1��I�\ COUNCIL I STAIR#2 I J1 ` CHAMBERS I 209 I IT —" III^\ //IpI I 312 I 1 11 ELEVATOR 'ELEVATOR N21 20: n E a1 II —11 �� E �I µ MEN'S �` IIr MEN'S I�l� RESTROOM ® I RESTROi M _r207 I 300 I ���--JJJ I I 0 ® �®� ® ® �®��\®r� 71 IC -WOMEN'SI , l.r_ _ WOMEN'SI _ ` _ RESTROOM RESTROOM 206 06 -I I CASHIER _ I COUNTER I CD- �I. - - 4 - - CD - It _ _ I I I 306 l_ O \/ T LOBBY RECEPTION ' 201 203 I' 1 LOBBY 11 301 IUTILITIES COUNTER 4 305 J BLDG,ENG,8 �� � 202UNTE- R -_ �_ �� _ _ I_ HFPLAN COL, _ (`1 �J 1HI\ / - •N I' CONFERENCE 304 1 I` v 1 I 303 I1,[ 1 I 10___./ \l II µ O T O ELEVATOR#1 ELEVATOR#1 11 L/230,L, C N 3E0RENCE ST STAIR Yi STAIR Mi 231 �- / 350 J I J /, 1 I CONFERENCE CONFERENCE I I 200 I 300 \i 1 1 1 1 1 1 1 '1�l (C,I�J l 1 1 1 1 I (I) (I) 2.5 O (�J 2.5 O e' Second Floor Plan .-i3Third Floor Plan City of Lake Oswego Lake Oswego City Hall M • November 1,2018 2170184.00 Simpson, Anne-Marie From: Carol <caradich@hotmail.com> Sent: Monday, November 05, 2018 2:07 PM To: Council Distribution Subject: Nov.6 LORA - City Hall Attachments: city hall.doc To the City Council/LORA Board On Tuesday,November 6, the Council, acting as LORA, is scheduled to vote on the schematic design for the new city hall. As there will be no opportunity for citizen comment before your vote,we submit our comments here. We understand that the elevations found in attachment 2 are still rough and that the design will be refined, however, we believe that more than 'refinement' is needed. The report states that the style is suggestive of northwest regional architecture with thoughtful incorporation of the downtown Lake Oswego style. The styles, clearly defined in Lake Oswego code, are Arts and Crafts, English Tudor, and Oregon Rustic, none of which are in any way reflected in the current design. We believe that the current proposal fails completely to meet both the city's vision of'village character' and the code requirements that define that character. Moreover,this design fails to recognize and be consistent with the precedents set by developments of blocks 136, 137, and 138. Instead, the city hall proposed in this current schematic would create an entirely new look and feel to our unique downtown area, moving it from a 'village' look to an urban look and feel. We ask the Council/LORA to postpone approval of the plan and, instead, require a design that will better meet our code and be a welcome addition to our downtown. David and Carol Radich 669 Ellis Lake Oswego 1 4HJ ATTACHMENT 1 . . . .., . i .,1 ' II IN Iii.I . 1 A ,.._. J _.... ,_ 1 ,. 0�1I II pE II III � ill Ho ,III„I mall i111Aar �. :' �_ _ N. II P 11 I 11414. SW Entry Perspective • City of Lake Oswego Lake Oswego City Hall M November 1,2018 2170184.00 — i . . ... ---.. . . [--.1-' • 11*\\ .:.% ,.,!,... . , P • fp,•.. r _ Ire Milli 11111 '4,- , 4 01 11111111 • ''----;---- -r I • • ,164M MIN - 1 i I . ' !.• . ••I'1 i 1111111111sem' •-• "-•',..--,_ ' -`---- • I I ' .._... ' . • .•.. • L I.. _ .. I - I:.: • ., , . 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Z .. :444:;.,. ,..?.: „ IIW '-:.t." —- ''' k //4:'7•• 1 "filk , 4y. 4 # _\V . 4 1. 4° • Fes/ *i g r e Y SW Aerial Perspective City of Lake Oswego Lake Oswego City Hall November 1,2018 2170184.00 M . �® ATTACHMENT 2 LEGEND EXISTING PROPOSED EXISTING PROPOSED Da N © N RIGHT OF WAY/PROPERTY LINE - - - - WATER VALVE D4 0 CENTERLINE - - - - WATER VAULT 0 EASEMENT - - - - - - - FIRE HYDRANT - 0 --� -e '- - - - - / - - - T - - - PHASE LINE IRRIGATION CONTROL BOX Architecture Interiors �• / GAS METER cM Planning Engineering • A AVENUE •TYP TREE o 0* GAS VALVE D4 UTILITY POLE ` , I r SIGN _0- _0- UTILITY POLE GUY WIRE ANCHOR `n I FENCE x x ELECTRICAL TRANSFORMER TAM i< Portland,OR ' , ,..'` ` ELECTRIC LINE (OVERHEAD) OH ELECTRIC METER El 503.224.9560 \MW OD I p p 8.5 f o QD o o O 0 I �� _�, Vancouver,WA 1GP •""'� "" O / STORM MANHOLE OD O I TRAFFIC SIGNAL POLE ° 360.695.7879 O O 0 ►+ +I 0 ►�i ° _, 0 ° • ° !,. N, w '" 0 III 00 I I CATCH BASIN Mil ® 411D TRAFFIC SIGNAL CONTROL BOX Seattle,WA +L - / MD 1 CLEANOUT ocO o LIGHT POLE * # 0__0-E 206.749.9993 www.mcknze.com o ❑ ❑ 040 : 9.12' �6.79 _ SANITARY MANHOLE SQ O COMMUNICATIONS CABINET cR 16 t 14 f 14' 404,�, li ��"� 15 t 13 f STREET LIGHT PULL BOX ER o .'?: +o'ii!ee:eeeeeeee , , 4 - o WATER METER wM MACI< ENZI E_ r a DESIGN DRIVEN I CLIENT FOCUSED i=f ' D4 I \\\‘\�� 2'± 3,t •\ _ - 00I ' Client 1.7' 14'f 1- ] -, PHASE LINE - \ ! ® 7 II 8'f \ \ f \ \ 4 e p \ i J KEYNOTES (PRIVATE ONSITE) 0 \ _,« ! 1 « M « « ' 1 rr ,,)„, PAVEMENT LEGEND (PRIVATE ONSITE) \ \ I CITY OF LAKE OSWEGO _ \ I I *PAVEMENT SECTIONS SHOWN BELOW REFER TO THE GEOTECHNICAL 1. CONCRETE SIDEWALK PER 2/C5.10 AND PAVING LEGEND HEREON. SCORING �� \ I REPORT BY GEODESIGN, INC. DATED XXX X, 2018. ALL RECOMMENDATIONS PATTERN AND DETAIL PER LANDSCAPE PLANS/SPECIFICATIONS ;, • I p \ \ p p - THEREIN SHALL BE FOLLOWED. 0 . 2. STAIRS WITH HANDRAIL PER LANDSCAPE PLANS �` \ \ I i I CONCRETE SIDEWALK: 4" PCC OVER 2" CRB OVER 3. GUARDRAIL PER ARCHITECTURAL PLANS 36'± \ \ 11' COMPACTED SUBGRADE PER GEOTECHNICAL REQUIREMENTS. 4. RETAINING WALL PER STRUCTURAL PLANS © � I \ \ - 21- I I I I REINFORCE WITH #4 REBAR © 24" O.C. EACH WAY =R \ \ I \ \ __ H © i I I 5. PLANTING AREA PER LANDSCAPE PLANS EXISTING BUILDING \ 6. RAISED PLANTER AREA WITH 6" FREEBOARD PER LANDSCAPE & STRUCTURAL PLANS AI i \ \ _, PROPOSED BUILDING 36I - 7. PAD MOUNT ELECTRICAL TRANSFORMER WITH PROTECTIVE BOLLARDS PER \ \ L - e. 30' 30' \\\� \ © ABBREVIATIONS ELECTRICAL AND FRANCHISE UTILITY DRAWINGS. COORDINATE VAULT 11 REVEAL WITH PGE TO ACCOMMODATE GRADES SHOWN ON C1.20 OR PAD o \ \ o 60 i AVE AVENUE ODOT OREGON DEPARTMENT OF EDGES TO BE THICKENED AS NECESSARY TO CREATE LEVEL PAD IN SLOPED -. `. "' C COMPACT TRANSPORTATION SURROUNDING PER 12/C5.10 Project �\\\\\\\ \ \\ © I POOL CARPOOL (VANPOOL) 8. DEEPENED WALKWAY EDGE PER 11/C5.10 \ = ® CLO CITY OF LAKE OSWEGO •°I 11 / \ DWG DRAWING R RADIUS 9. SITE FURNISHING PER LANDSCAPE PLANS LAKE OSWEGO PPI \ CLOSE EXISTING CO I ST STREET 10. GENERATOR EXHAUST WELL CITY HALL ® \ 0 = EV ELECTRIC VEHICLE it UNDERGROUND GARAGE u I I \\\\\\\\\\\\\\\\\\\ I SSD STOPPING SIGHT DISTANCE 11. TEMPORARY PEDESTRIAN ACCESS. 5 FOOT WIDTH. CONTRACTOR TO \ ACCESS TO ALLEY I � EW EACH WAY INSURE ADEQUATE PEDESTRIAN PROTECTION IS PROVIDED FROM BOTH FALL o STD STANDARD AND ADJACENT DEMOLITION CONSTRUCTION WORK, AND THAT PATH IS 380 A AVENUE p 0 \ -« « « ,� �� I GRN GREEN VEHICLE / LAKE OSWEGO, OR O \ \ �� 1 /II O.C. ON CENTER TYP TYPICAL COMPLIANT WITH DISABLED ACCESS CODES. LAKE I7034 I CoO , 12. TEMPORARY STRIPING FOR PEDESTRIAN ACCESS. 4" WIDE WHITE STRIPES / 0 I © 24" O.C. REMOVE EXISTING CURBING AS NECESSARY TO PROVIDE ° 5 5' • •i6: N J SMOOTH TRANSITION TO TEMPORARY PEDESTRIAN ACCESS o 3.87' `� , _1 14 p ° I CO C11 ITO SSD i KEYNOTES (PUBLIC OFFSITE) 0 ® / 3'f/ _ - ,au + - • • - -,--. .�.--. . •Q':i...., f -St"rrt • -- f; L - - -- 2'- , 'b / V// I _ _ � I ® ' ����, 40. VERTICAL CURB WITH 24" MINIMUM SAWCUT PER CLO STD DWG S2-01 � IIIII■I � 10.08 � I 0 e�°{, I - - --LI -� - _ �I41. DRIVEWAY PER CLO STD DWG S4-03. REGRADING OF THE ROADWAY , � ASPHALT TO MATCH NEW DESIGN GRADES WILL BE REQUIRED, EITHER ' ' I' VOQ ©Q 0 TEMPORARY OR PERMANENT PER PHASE 2 DESIGN 16 t 14 f 14' 16 -- I PHASE LINEMA krj 42. SIDEWALK PER CLO STD DWG S3-01. PAVING PATTERNS PER 12/C5.10 ON -) CD d 0 3RD AND 4TH, AND PER 13/C5.10 FOR A AVENUE. PROTECT ALL EXISTING I- MI I I-- � W I UTILITIES (UNLESS NOTED OTHERWISE) AND ADJUST TO GRADE AS I I °�°�` 41) Ight I PA 0 0 APPLICABLE. REMOVE AND REPLACE ALL TRAFFIC SIGNS. 10 WW I I I M I I- 43. "SIDEWALK ENDS" ROADWAY SIGN 3'f I I °�°�, 44. UTILITY TRENCHING/BACKFILL AND ASPHALT PATCHING PER CLO STD DWG • (n )ik3* ® I I `: Q 56-01 AND S6-03. j "" I eAk- C o�� I0 ((� I 45. CREATE TEMPORARY TRANSITION TO EXISTING SIDEWALK TO THE 101" _,I- r,�, I SATISFACTION OF THE CITY INSPECTOR. E 4 e_. /. or, 2 ior,, e0 TAX LOT 9500 0 a 01 cn I / 334 3RD ST I I o 16'± 25'± -i- 18'± -I- 15.5'± -II10.5'± p p I TYP coI 1 ° 0 15.5'± I�-- CID , i - w * 1 I 0 D © 4,\(-_,G 1 NNE ) 1 * 0 \ e , FF' s%III I jIll t91897 I N L I OREGON W0 �9�94' 10,2 .� 4� ��_ 0 ID 10' 0 I I i EXPIRES: 12/31/18 -� I 20' PUBLIC SANITARY b ,,_,A, p - SEWER EASEMENT I © ALLY R GHTSIRESERVED THESE DRAWINGSC ADRIE THE PROAPNERTY OF - - -- " Ljt''- - - MACKENZIE AND ARE NOT TO BE USED H 0 4D----- 0 WIOROU P PRIIOREWRINTTENYPERMINSSION60 O O i _I' 30' I 30' I e ° I I I Z r1 ID REVISIONS: I N1 REVISIONS REVISION DELTA II e 8 5'f O > I SHIS CLOSING DATE ct SHEET Aitit o I 0 D4 I * I I I I IIIII p p , ( ) TAX LOT 9700 ii 3223RDST I , 1 k›. ,=P I ics c I SHEET TITLE: I I CB I e,-- SITE PLAN 0 nm � PHASE 1 4 ,...y„ 0 , , , -� III Op I I I L - a 0 *- *- -L 0 0 V r kW O * ..,* -0 • - I I ic"-K O p - p - - - O - - - - 1' OH OH \! OH OH OH i at OH OH r•ED - I �S! OH 5'- •- /j•H -LI 0 - OH Op I In co 1 I 1 1 b O I •TYP i I DRAWN BY: RSO / _ _ _ _ _ �, b I lo - � - © M `° b A c^, w- CHECKED BY: GIM © EVERGREEN ROAD KA, SHEET �z co XI 0 © 4vi'l 1 c- 12't T a . e 0 e C1 .10 SITE PLAN - PHASE 1 0 \ a1io 20 0 10 20 40 80 JOB NO. 2170184.00 ( IN FEET ) 1 1 inch = 20 ft. o REVISED 10 6 1 30/ SCHEMATIC DESIGN 09 24 18 21 701 840 0\4_DRAWINGS\CIVIL\184-C1.10.DWG SAO 10/26/18 14:11 1:20