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Home My WebLink AboutARCH-0505-2019 Item 2 (1150 Laurel) Facade Remodel Meeting Date: October 7, 2019 Item Number: 2 Item No. 1 ARCHITECTURAL REVIEW COMMISSION REPORT 1.0 PROJECT DESCRIPTION AND SETTING The proposed project consists of an exterior remodel to an existing warehouse and office structure. The project site is located at 1150 Laurel Lane within the Manufacturing (M) zone. The remodel includes removal of existing awnings and installation of new rainscreen panels as well as new exterior paint throughout. The project does not include any new square-footage or any change to existing uses, and no site improvements are proposed as part of this project (Attachment 1, Project Plans). The project was elevated to the Architectural Review Commission (ARC) to provide a platform for the ARC and interested parties to receive a presentation on the scope of the project, given t he previous conceptual review for a larger development on the project site. At this time, there has been no application submittal for any larger development on the site, and this façade remodel is limited to only the existing warehouse building. General Location: The project site is located on an existing 17.04-acre lot with direct access off of Laurel Lane. The property is a downward sloping lot from east to west, with an average cross slope of less than 3%. Present Use: Warehousing Zoning: Manufacturing (M-MU) with Mixed-Use Overlay & Office (O-S) with a Special Considerations Overlay. General Plan: Service Commercial & Office Surrounding Uses: East: Multi-Unit Dwellings West: Union Pacific Railroad North: Bus Depot South: Offices 2.0 PROPOSED DESIGN Architecture: Contemporary design Design details: Solar panels, new paint, rainscreen, new windows, new awnings Materials: New perforated metal, and concrete infill Colors: Primary grey, black accent color, and exposed perforated metal rainscreens FROM: Shawna Scott, Senior Planner BY: Kyle Bell, Associate Planner PROJECT ADDRESS: 1150 Laurel Lane FILE NUMBER: ARCH-0505-2019 APPLICANT: Laurel Creek, LLC REPRESENTATIVE: Thom Jess, Architect ____________________________________________________________________________________________________ For more information contact: (Kyle Bell) at 781-7524 or kbell@slocity.org Figure 1: Subject Property ARCH-0505-2019 1150 Laurel Lane Page 2 3.0 FOCUS OF REVIEW The ARC’s role is to 1) review the proposed project in terms of its consistency with the Community Design Guidelines (CDG) and applicable City Standards and 2) provide direction and recommendations to the Community Development Director. Community Design Guidelines: https://www.slocity.org/home/showdocument?id=2104 4.0 COMMUNITY DESIGN GUIDELINES/DISCUSSION ITEMS The proposed development must be consistent with the requ irements of the General Plan, Zoning Regulations, and CDG. Staff has not identified any discussion items or concerns related to consistency with CDG Chapters 2, and Chapter 3.3.B. 5.0 PROJECT STATISTICS Site Details Proposed Allowed/Required Setbacks No changes from existing structure Floor Area Ratio (FAR) No changes from existing structure Maximum Height of Structures No changes from existing structure Max Building Coverage No changes from existing structure Total # Parking Spaces No changes from existing structure Environmental Status Categorically exempt from environmental review under CEQA Guidelines section 15301 (Existing Facilities) 6.0 ACTION ALTERNATIVES 6.1 Continue the project. An action continuing the application should include direction to the applicant and staff on pertinent issues. 6.2 Recommend denial the project. An action recommending denial of the application should include findings that cite the basis for denial and should reference inconsistency with the General Plan, CDG, Zoning Regulations or other policy documents. 7.0 ATTACHMENTS 7.1 Project Plans Figure 2: Renderings of project design from interior parking lots $''5(66/$85(//$1(6$1/8,62%,632&$$31/276,=(60083257,21$&5(66)=21,1*86((;,67,1*86(0080$18)$&785,1*0,;('86(127(0,;('86(,65(48,5(',10829(5/$<=21(352326('86(0080$18)$&785,1*0,;('86(180%(52)6725,(66725,(6(;,67,1*6725,(66725,(6352326('6725,(6%8,/',1*+(,*+7(;,67,1*+(,*+7)((7352326('+(,*+7)((7352-(&76,7(8 1 ,2 1 3 $&,),&5 $,/5 2 $'25&8775'/$85(//$1(6287+:22''5&$0'(1/$1('DWH6FDOH6KHHW$6$5&+,7(&76-2+1621$9(18(6$1/8,62%,632&$3)7+20$6(-(66$5&+,7(&7&[[55,678',2$/DXUHO&UHHN//&&29(59,&,1,7<0$3352-(&7'(6&5,37,21352-(&7'$7$7+,6352-(&7352326(67+((;7(5,255(129$7,212)7+((;,67,1*:$5(+286($1'2)),&(63$&($7/$85(//$1(,16$1/8,62%,6327+,65(129$7,21,1&/8'(65(029$/2)(;,67,1*)$%5,&$:1,1*67+($'',7,212)5$,16&5((13$1(/621&(57$,1$5($62)7+()$&$'($'',7,212)0(7$/$1'*/$66$:1,1*6$77+($11(;(175<$1'1(:3$,177+528*+287/$85(/&5((./$85(/&5((./$85(/&5((./$85(/&5((.ZDUHKRXVHIDFDGHUHPRGHOZDUHKRXVHIDFDGHUHPRGHOZDUHKRXVHIDFDGHUHPRGHOZDUHKRXVHIDFDGHUHPRGHO 'DWH6FDOH6KHHW$6$5&+,7(&76-2+1621$9(18(6$1/8,62%,632&$3)7+20$6(-(66$5&+,7(&7&[[55,678',2$/DXUHO&UHHN//& 6,7(/2&$7,21352-(&76,7(%86'(327(;,67,1*08/7,)$0,/<(;,67,1*6,1*/()$0,/<%866723),5(67$7,216/2<0&$6/26:,0&(17(56,16+(,0(5(/(0(17$5<6&+22/6,16+(,0(53$5.0,/(672&$/32/<6/20,/(672'2:172:10,/(6725$,/67$7,21',6&*2/)&2856( 'DWH6FDOH6KHHW$6$5&+,7(&76-2+1621$9(18(6$1/8,62%,632&$3)7+20$6(-(66$5&+,7(&7&[[55,678',2$/DXUHO&UHHN//&,0$*(%2$5'3(5)25$7('&/$'',1* 'DWH6FDOH6KHHW$6$5&+,7(&76-2+1621$9(18(6$1/8,62%,632&$3)7+20$6(-(66$5&+,7(&7&[[55,678',2$/DXUHO&UHHN//&(;,67,1*6,7(3/$1 1 SD-3SURVEY AREASURVEY AREASURVEY AREA)54))54))54))54))54))54))54))54))54))54))54))54))54))54))54))54))54))54))54))54))54))54))54))54))54))54))54))54))54))54))54))54))54))54))54))54))54))54))54))54))54))54))54))54))54))54))54))54))54))54))54))54))54))54))54))54))54))54))54))54))54) )54) )54) )54))54) )54))54))54))54))54))54))54))54))54))54) )54) )54))54))54))54))54))54) )54))54))54))54))54)9 6 .'2: '9 6 .'2: '9 6 .'2: '9 6 .'2 : '9 6 .'2 : '9 6 .'2 : '9 6 .'2: '9 6 .'2: '9 6 .'2 : '9 6 .'2: '9 6 .'2 : '9 6 .'2 : '9 6 .'2: '9 6 .'2 :'9 6 .'2 :'9 6 .'2 :'9 6 .'2 : '9 6 .'2 : '9 6 .'2: '9 6 .'2: '9 6 .'2 : '9 6 .'2: '9 6 .'2 :'9 6 .'2 :'9 6 .'2 : '9 6 .'2 :'9 6 .'2 : '9 6 .'2 :'9 6 .'2 :'9 6 .'2 : '9 6 .'2 : '9 6 .'2: '9 6 .'2 : '9 6 .'2 : '9 6 .'2: '9 6 .'2 : '9 6 .'2 : '9 6 .'2 : '9 6 .'2 : '9 6 .'2 : '9 6 .'2 :9 6 .'2 : '9 6 .'2: '9 6 .'2 : '9 6 .'2 : '9 6 .'2: '9 6 .'2 : '9 6 .'2 :'9 6 .'2: '9 6 .'2 : '9 6 .'2: '9 6 .'2 : '9 6 .'2 : '9 6 .'2: '9 6 .'2 : '9 6 .'2 : '9 6 .'2 : '9 6 .'2 : '9 6 .'2 : '9 6 .'2: '9 6 .'2 : '9 6 .'2 : '9 6 .'2 : '9 6 .'2 :'9 6 .'2 :'9 6 .'2: '9 6 .'2 : '9 6 .'2 :'9 6 .'2 : '9 6 .'2 :'9 6 .'2: '9 6 .'2: '9 6 .'2: '9 6 .'2 :'9 6 .'2: '9 6 .'2 : '9 6 .'2: '9 6 .'2 : '9 6 .'2 : '9 6 .'2 : '9 6 .'2: '9 6 .'2: '9 6 .'2 : '9 6 .'2 : '9 6 .'2 :'9 6 .'2 : '9 6 .'2: '9 6 .'2: '9 6 .'2: '9 6 .'2: '9 6 .'2 : '9 6 .'2: '9 6 .'2: '9 6 .'2: '9 6 .'2 :'9 6 .'2 : '9 6 .'2 : '9 6 .'2: '9 6 .'2 : '9 6 .'2 : '9 6 .'2 : '9 6 .'2 : '9 6 .'2 : '9 6 .'2 : '9 6 .'2: '9 6 .'2 : '9 6 .'2 : '9 6 .'2 : '9 6 .'2 : '9 6 .'2: '9 6 .'2 : '9 6 .'2 : '9 6 .'2: '9 6 .'2: '9 6 .'2: '9 6 .'2 : '9 6 .'2: '9 6 .'2 : '9 6 .'2: '9 6 .'2 : '9 6 .'2: '9 6 .'2: '9 6 .'2 : '9 6 .'2 : )54)?SMH?ROOF DRAINROOF DRAINROOF DRAINROOF DRAINROOF DRAINAT BURIED DRAIN INLETSD-26'-8"DROP INLET INVERT DEPTH AT2'-0" FROM TOP OF GRATE14'-10"17'-11"AT STORMDRAIN OUTLETAT ENCLOSURE CAGESTORM DRAIN MANHOLEINVERT DEPTH AT 18'-7"FROM TOP OF RIM14'-0"13'-4"ROOF DRAINAT CAPPED STORM DRAIN. LINE TOODEEP TO LOCATE, UNABLE TO VERIFYON SITE. VERIFY FROM CCTV VIDEOWWBUILDINGHEIGHT=34.5BUILDING AREA AT GROUNDLEVEL=151,419 SQ. FT. LAUREL LANE (PUBLICLY DEDICATED) PARCEL A 26 PM 56 GROSS AREA: 742,360 SQ. FT. OR 17.04 ACRES PAVED ROADWAY WIDTH=66.0'DRIVEWAY ACCESSW=29.8'17 MR 6517 MR 65FOUND STANDARD CITY WELL MONUMENT PER 17 MR 65 H CAP PM 79 FOUND 11_ 2" IRON PIPE PER 70 PM 79 FOUND 11_ 2" IRON PIPE PER 70 PM 79 FOU WECAMDEN COURTUNION PACIFIC RAIROAD BUILDING AREA AT GROUNDLEVEL=6,897 SQ. FT.BUILDING AREA 409 sfBUILDINGHEIGHT=12' BUILDING AREA 638 sf BUILDING HEIGHT=12'BUILDINGHEIGHT=33.8 UTILITYPANEL48" PIPEFLOWLINE=228.87 24" PIPEFLOWLINE=232.75 DECK BRDG.BRDG .DECK DECK DECK DECK DECK DECK APN 004-962-023 APN 004-861-005 APN 004-962-0224m =°9m=°9m+°9m+°4m+° RIGHT-OF-WAY WIDTH=86.0''FOUND 11_ 2" IRON PIPE PER 70 PM 79 4m+°=<=<=<=<=<=<=<=<=<=<=<'100826'DWH6FDOH6KHHW$6$5&+,7(&76-2+1621$9(18(6$1/8,62%,632&$3)7+20$6(-(66$5&+,7(&7&[[55,678',2$/DXUHO&UHHN//&(;,67,1*6,7(3/$1=21,1*29(5/$< (;,67,1*6,7(3/$1 =21,1*29(5/$<0080$18)$&785,1*0,;('86(262)),&(63(&,$/&216,'(5$7,21=21,1*86( 1 WAREHOUSELEVEL 2B.O.CORRUGATIONT.O. PARAPETWAREHOUSELEVEL 1 WAREHOUSELEVEL 2B.O.CORRUGATIONT.O. 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