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HomeMy WebLinkAboutCouncil Provided Information - 11/18/2025Japantown Streetscape and Public Art Update November 18, 2025 CRA Involvement •2018: West Quarter development facilitation. •2019: Japantown Design Strategy and Guidelines document. •2024-2025: Japantown 40% construction documents. Salt Lake City Community Reinvestment Agency West Quarter Facilitation •The CRA assisted in obtaining the following outcomes between the Community and the West Quarter development: 1.Ensuring the Community and the Ritchie Group would work together to avoid trash pickup during festivals, church services, and other events. 2.Negotiating West Quarter design changes that reduced north-facing back of house functions and improve connectivity with Japantown Street. 3.Regrading and repaving of the SLBT/JCC parking lots parcels to open connections between the West Quarter and Japantown Street. 4.Reserving 10% of Block 67 tax increment for public right of way improvements to Japantown Street. Salt Lake City Community Reinvestment Agency Design Strategy & Guidelines •The Community created this vision statement that identified important themes and concepts for the Japantown design, which GSBS worked to incorporate. Salt Lake City Community Reinvestment Agency Design Strategy and Guidelines - Site Plan Salt Lake City Community Reinvestment Agency 40% Construction Documents •The CRA and GSBS translated the Design Strategy and Guidelines into a validated technical document with input from Community members. •These documents further refine the Community desires regarding the annual festivals, placemaking, and walkability of Japantown. Salt Lake City Community Reinvestment Agency Agenda Salt Lake City Community Reinvestment Agency •Review Streetscape; •Review Placemaking elements; •Review Cost Estimate; •Update on Public Art and Current Needs; •Questions ET01 24 - 0 4 0 07 . 0 3 . 2 0 2 5 JA P A N T O W N SU E E X H I B I T TC C J O B N U M B E R : DA T E : PR E L I M I N A R Y 1588 SOUTH MAIN STREETSUITE 200SALT LAKE CITY, UT 84115801.743.1300 SCALE Placemaking Elements Salt Lake City Community Reinvestment Agency STREET ENTRY MONUMENT 3/8” = 1’-0”LS807 1 LS807 SITE DETAILS EAST/WEST ELEVATION NORTH/SOUTH ELEVATION ELEVATION SECTION A + " 1 " / 5 0 8 / ೔ ຊ ਓ ொ S A L T L A K E C I T Y E S T . 1 9 0 7 1'-10" 1' - 0 " 4" 6' - 4 " 4' - 0 " AXONOMETRIC VIEW 10 " 2'-6" 4"4" 4" 18 ' - 6 " ALUMINUM ANGLES ON 4 SIDES. CENTERED ON CORNER POSTS. ALL EXPOSED ALUMINUM TO BE PAINTED WITH MATTHEWS PAINT DARK CHARCOAL, SATIN FINISH. CONCEAL ANY STRUCTURAL ELEMENT/CONNECTION. SEE SHEET LS101 & LS105 FOR LOCATIONS. 1/8” ALUMINUM SHEET LASER CUT PATTERN AND PAINTED. 0.125 ALUMINUM FABRICATED EXTERIOR COVER TO PROVIDE 1/8” LIP AROUND TO HAVE THE PATTERN SHEET TO SIT FLUSH ON. 0.125 ALUMINUM WITH LASER CUT LETTERS AND GRAPHICS. RESIN LENS PANEL TO BE PLACED RIGHT BEHIND. DO NOT PROVIDE ANY GAP. 1/8” ALUMINUM SHEET LASER CUT PATTERN AND PAINTED ALUMINUM ANGLES ON 4 SIDES. CENTERED ON CORNER POSTS. AA CONCEALED LED LIGHTING. COORDINATE WITH ELEC. COLOR TEMPERATURE AND COLOR TO BE ADJUSTABLE. FROSTED WHITE TRANSLUCENT 1/4” RESIN PANEL. CONCEAL PANEL CONNECTIONS AND HARDWARE. ALUMINUM SQUARE TUBE STRUCTURE FRAMING. 0.125 ALUMINUM FABRICATED EXTERIOR COVER. FABRICATED ALUMINUM FAUX TOP. SLC JAPANTOWN LOGO “OKAGE SAMA DE” TRANSLATION: “I AM WHO I AM BECAUSE OF YOU.” TRANSLATION: JAPANESE TOWN FROSTED WHITE TRANSLUCENT 1/4” RESIN PANEL LENS. FOOTING PER STRUCTURAL REQ. EXPOSED CONCRETE TO BE ARCHITECTURAL FINISH. 2'-6" 5" 2' - 6 " 4" 5' - 4 " 09/26/2025 CROSSWALK PATTERN NOT TO SCALELS808 1 LS808 SITE DETAILS MMA PAINT APPLICATION WITH REQUIRED COATING. PROVIDE 2’ WHITE PAINTED BAND ON EACH END. SEE LANDSCAPE PLANS FOR DIMENSIONS. FINAL DESIGN TBD SEE LANDSCAPE SITE PLANS FOR THE DIMENSIONS OF THE CROSS WALKS. OVERALL CROSSWALK PATTERN LAYOUT CROSSWALK - WEST CROSSWALK - EASTCROSSWALK - CENTER 09/26/2025 TIMELINE ELEMENTS DETAIL 1 1/2” = 1’-0”LS809 1 LS809 SITE DETAILS ETCHED BRONZE: 1 8 8 0 s | 明 治 1 0 年 台 JAPANESE LABORERS ARRIVE IN UTAH Lorem ipsum dolor sit amet, consectetuer adipiscing elit, sed diam nonummy nibh euismod tincidunt ut laoreet dolore magna aliquam erat volutpat. Ut wisi enim ad minim veniam, quis nostrud exerci tationex ea commodo. 3’ X 1’-6” CAST BRONZE PLAQUE. EMBEDDED INTO CONCRETE PAVING. FINAL DESIGN TBD JOINT LOCATIONS. SEE SITE PLAN. TRANSLATION—”MEIJI ERA 10s” 9” EXPOSED AGGREGATE SURFACE BAND TO FOLLOW THE TIMELINE. SEE SITE PLAN. 4” BRONZE STRIP EMBEDDED INTO CONCRETE PAVEMENT. 20-25 SECTIONS TO BE ETCHED WITH LETTERS & NUMBERS AND FILLED. PLAN VIEW 3'-0" 1' - 6 " 9"4" 1" 09/26/2025 ERA’S DISPLAYS TYP. 3/8” = 1’-0”LS810 1 LS810 SITE DETAILS FRONT DISPLAY BASE DETAIL - FRONT & BACK SINGLE SIDED BACKSIDE-RIGHT SIDE-LEFT + " 1 " / 5 0 8 / S A L T L A K E C I T Y E S T . 1 9 0 7 ͓ ͔ ͛ ͞ · Ͱ I A M W H O I A M B E C A U S E O F Y O U I AM WHO I AM BECAUSE OF YOU 1 9 3 0 - 1 9 5 0 | 昭 和 五 年 - 昭 和 25 年 Lorem ipsum dolor sit amet, consectetuer adipiscing elit, sed diam nonummy nibh euismod tincidunt ut laoreet dolore magna aliquam erat volutpat. Ut wisi enim ad minim veniam, quis nostrud exerci tation ullamcorper suscipit lobortis nisl ut aliquip ex ea commodo consequat. Duis autem vel eum iriure dolor in hendrerit in vulputate velit esse molestie consequat, vel illum dolore eu feugiat nulla facilisis at vero eros et accumsan et iusto odio dignissim qui blandit praesent luptatum zzril delenit augue duis dolore te feugait nulla facilisi. Lorem ipsum dolor sit amet, cons ectetuer adipiscing elit, sed diam nonummy nibh euismod tincidunt ut laoreet dolore magna aliquam erat volutpat. Ut wisi enim ad minim veniam, quis nostrud exerci tation ullamcorper suscipit lobortis nisl ut aliquip ex ea commodo consequat. Lorem ipsum dolor sit amet, consectetuer adipiscing elit, sed diam nonummy nibh euismod tincidunt ut laoreet dolore magna aliquam erat volutpat. Ut wisi enim ad minim veniam, quis nostrud exerci tation ullamcorper suscipit lobortis nisl ut aliquip ex ea commodo consequat. Duis autem vel eum iriure dolor in hendrerit in vulputate velit esse molestie consequat, vel illum dolore eu feugiat nulla facilisis at vero eros et accumsan et iusto odio dignissim qui blandit praesent luptatum zzril delenit augue duis dolore te feugait nulla facilisi.Lorem ipsum dolor sit amet, cons ectetuer adipiscing elit, sed diam nonummy nibh euismod tincidunt ut laoreet dolore magna aliquam erat volutpat. Ut wisi enim ad minim veniam, quis nostrud exerci tation ullamcorper suscipit lobortis nisl ut aliquip ex ea commodo consequat. Lorem ipsum dolor sit amet, consectetuer adipiscing elit, sed diam nonummy nibh euismod tincidunt ut laoreet dolore magna aliquam erat volutpat. Ut wisi enim ad minim veniam, O K A G E S A M A D E WOOD PANELS: 2”X8” THERMALLY MODIFIED WOOD PLANKS. APPLY A CLEAR COAT, SHERWIN WILLIAMS SUPER DECK OR EQUIVALENT. STEEL FRAMING: 1/2” BASE AND VERTICAL CENTER PLATES, AND 1/4” STEEL PLATE FOR OTHER HORIZONTAL PANELS. PAINTED WITH MATTHEWS PAINT DARK BRONZE, OR AUTOMOTIVE GRADE EXTERIOR PAINT. MATTE FINISH. ALL JOINTS TO BE WELDED AND EDGES AND CORNERS SMOOTHED. QUANTITY: FIVE (5) TOTAL. THREE (3) SINGLE SIDED BACK AND TWO (2) DOUBLE SIDED BACK PANELS. THIS IS A NON-ILLUMINATED SIGN. FINAL DESIGN TBD. INFORMATION PANEL: HIGH PRESSURE LAMINATE FULL COLOR PRINTED PANEL. 1/4” THICKNESS. MOUNTED TO THE WOOD PLANKS BEHIND. PANELS TO HAVE 45 DEGREE ANGLE CUTS TO SIT FLUSH WITH OTHER CONNECTING PANELS. CONCEAL ALL MOUNTING HARDWARE. PANELS MUST BE SERVICEABLE INDIVISUALLY IF REPLACEMENT IS NEEDED. FRONT: 1’-8” X 3’-6“ SIDE: 5.5” X 3’-6” BACK: 7” X 3’-6” PREDRILL HOLES FOR THE MOUNTING HARDWARE TO RECESS INTO THE HOLES. USE TAMPER RESISTANT MINIMALY VISIBLE HARDWARE. EACH PLANK SHOULD COME OFF SEPARATELY IF REPLACEMENT IS NEEDED. DISPLAY BASE DETAIL - SIDE WOOD PLANKS2 2 1/4” PLATE CAP WELDED JOINT WELDED JOINT WELDED JOINT SEE LANDSCAPE SITE PLANS FOR LOCATIONS. 3' - 6 " 6" 2'-0" 1'-8" 6' - 4 " 2' - 4 " 6" 5' - 7 " 7" DOUBLE SIDED BACK I AM WHO I AM BECAUSE OF YOU 1 9 3 0 - 1 9 5 0 | 昭 和 五 年 - 昭 和 25 年 Lorem ipsum dolor sit amet, consectetuer adipiscing elit, sed diam nonummy nibh euismod tincidunt ut laoreet dolore magna aliquam erat volutpat. Ut wisi enim ad minim veniam, quis nostrud exerci tation ullamcorper suscipit lobortis nisl ut aliquip ex ea commodo consequat. Duis autem vel eum iriure dolor in hendrerit in vulputate velit esse molestie consequat, vel illum dolore eu feugiat nulla facilisis at vero eros et accumsan et iusto odio dignissim qui blandit praesent luptatum zzril delenit augue duis dolore te feugait nulla facilisi. Lorem ipsum dolor sit amet, cons ectetuer adipiscing elit, sed diam nonummy nibh euismod tincidunt ut laoreet dolore magna aliquam erat volutpat. Ut wisi enim ad minim veniam, quis nostrud exerci tation ullamcorper suscipit lobortis nisl ut aliquip ex ea commodo consequat. Lorem ipsum dolor sit amet, consectetuer adipiscing elit, sed diam nonummy nibh euismod tincidunt ut laoreet dolore magna aliquam erat volutpat. Ut wisi enim ad minim veniam, quis nostrud exerci tation ullamcorper suscipit lobortis nisl ut aliquip ex ea commodo consequat. Duis autem vel eum iriure dolor in hendrerit in vulputate velit esse molestie consequat, vel illum dolore eu feugiat nulla facilisis at vero eros et accumsan et iusto odio dignissim qui blandit praesent luptatum zzril delenit augue duis dolore te feugait nulla facilisi.Lorem ipsum dolor sit amet, cons ectetuer adipiscing elit, sed diam nonummy nibh euismod tincidunt ut laoreet dolore magna aliquam erat volutpat. Ut wisi enim ad minim veniam, quis nostrud exerci tation ullamcorper suscipit lobortis nisl ut aliquip ex ea commodo consequat. Lorem ipsum dolor sit amet, consectetuer adipiscing elit, sed diam nonummy nibh euismod tincidunt ut laoreet dolore magna aliquam erat volutpat. Ut wisi enim ad minim veniam, + " 1 " / 5 0 8 / S A L T L A K E C I T Y E S T . 1 9 0 7 + " 1 " / 5 0 8 / S A L T L A K E C I T Y E S T . 1 9 0 7 ͓ ͔ ͛ ͞ · Ͱ I A M W H O I A M B E C A U S E O F Y O U O K A G E S A M A D E COORDINATE FOOTING WITH STRUCTURAL ENG. EXPOSED CONCRETE TO BE ARCHITECTURAL FINISH. 8"8"8"2" 6" 6" 3/4" 1/4" 2'-0" 6" 2" 2" 2" 1/2" 6" 6" 1/2" 3' - 6 " 1'-8" 2" 09/26/2025 MAP DISPLAY TYP. 1 1/2” = 1’-0”LS811 1 LS811 SITE DETAILS 1/2” STEEL PANEL 1/2” STEEL BASE PANEL CONCRETE FOOTING COORDINATE WITH STRUCTURAL ENG. 1/4” STEEL PANEL 2”X8” WOOD PANEL 1/4” THICK STEEL FRAME 1/2” DEEP 1/2” DEEP, 1/4” THICK STEEL FRAME 1/2” DEEP, 1/4” THICK STEEL FRAME 45 DEGREE ANGLE INFORMATIONAL PANEL PLACED INSIDE OF THE FRAME FRONT VIEW EXTERIOR SIDE VIEW STEEL FRAMING: 1/2” BASE AND VERTICAL CENTER PLATES. 1/4” PLATE TO BE USED FOR THE REMAINING. PAINTED WITH MATTHEWS PAINT DARK BRONZE, OR AUTOMOTIVE GRADE EXTERIOR PAINT. MATTE FINISH. ALL JOINTS TO BE WELDED AND EDGES AND CORNERS SMOOTHED. WOOD PANELS: 2”X8” THERMALLY MODIFIED WOOD PLANKS. APPLY A CLEAR COAT, SHERWIN WILLIAMS SUPER DECK OR EQUIVALENT. SEE LANDSCAPE SITE PLANS FOR LOCATIONS. 2’-8” FROM GROUND TO THE CENTER OF THE SIGN INFORMATION PANEL: HIGH PRESSURE LAMINATE FULL COLOR PRINTED PANEL. 1/4” THICKNESS. MOUNTED TO THE WOOD PLANKS BEHIND. PANELS TO HAVE 45 DEGREE ANGLE CUTS TO SIT FLUSH WITH OTHER CONNECTING PANELS. CONCEAL ALL MOUNTING HARDWARE. PANELS SHOULD BE SERVISEABLE INDIVISUALLY IF REPLACEMENT IS NEEDED. SIZE: 36”X14” FINAL DESIGN TBD FINAL DESIGN TBD. DISPLAY BASE DETAIL - EXTERIOR SIDES 2”X8” THERMALLY MODIFIED WOOD PLANKS. PRE-DRILLED HOLE FOR BOLTS 2”X8” THERMALLY MODIFIED WOOD PLANKS. 1/2” STEEL PANEL 1/2” STEEL PANEL COUNTERSUNK BOLTS COUNTERSUNK BOLTS 1/4” STEEL PANEL DISPLAY BASE DETAIL - FRONT & BACK 1/4” STEEL PANEL 1/2” DEEP, 1/4” THICK STEEL FRAME 1/4” THICK STEEL PLATE INFORMATIONAL PANEL SECURED FROM THE BACK SIDE INFORMATIONAL PANEL PLACED INSIDE OF THE FRAME 1/2” DEEP, 1/4” THICK STEEL FRAME A A SECTION A 2" 1/2" 6" 1/4" 1'-2" 1/2" 1/4" 6" 1/4" 1/2" 9 1/4" 1/2" 1/2"6"2 3/4" 2" 3'-0 1/2" 1/4"1/4" 2' - 8 " 4"4" 2' - 4 1/4" 1' - 8 1/4" 8" 09/26/2025 LS812 SITE DETAILS S A L T L A KE CITY JAPANTOWN • E S T. 1907 • おかげさまで• OKAGE SAMA DE • I AM WH O I A M BECAUSE OF YOU • TREE GRATE DESIGN 3/4” = 1’-0”LS812 2MANHOLE COVER NTSLS812 1 CUSTOM CAST IRON MANHOLE COVER TO BE USED OVER CITY OWNED UTILITIES AND PRIVATE UTILITIES UPON PERMISSION. APPROXIMATE SIZE: 3’ DIA. TWO (2) CUSTOM DESIGNS. FINAL DESIGN TBD. SEE LANDSCAPE SITE PLANS FOR QUANTITY. CUSTOM CAST IRON TREEGRATES TOTAL THICKNESS: 1.25” INSTALL FRAME PER MANUFACTURERS INSTRUCTIONS. NO OPENING GREATER THAN 1/2. GREY AREAS INDICATE 3/8” RECESSED AREAS, DO NOT KNOCK OUT. FINAL DESIGN TBD. FOUR (4) CUSTOM DESIGNS. FABRICATED IN 4 SECTIONS FOR ACCESS. 18” OPENING FOR TREE. INSTALL EACH TREE GRATE WITH PATTERN FACING THE SAME DIRECTION. FINAL DESIGN TBD SEE LANDSCAPE SITE PLANS FOR QUANTITY. PLAN VIEW PLAN VIEW 5' - 0 " 1' - 6 " 09/26/2025 LS813 SITE DETAILS CUSTOM CONCRETE STAMPS PRESSED ON WET CONCRETE, RECESS TO BE NO MORE THAN 1/4” DEEP. THREE (3) CUSTOM DESIGNS FOR THE “AUTUMN” AREA. FOUR (4) CUSTOM DESIGNS FOR THE “WINTER” AREA. CUSTOM CONCRETE STAMP EXAMPLE 3/4” = 1’-0”LS813 1 CUSTOM ONE POINT ELEMENTS STAMPED ON THE CONCRETE PAVEMENT. APPROXIMATE FREQUENCY OF STAMPING AND SIZE OF ELEMENTS SHOWN. EACH STAMP SIZE VARY BETWEEN 2”X2”-5”X5”. JOINTS PLAN VIEW STAMP DESIGN - “WINTER” STAMP DESIGN - “AUTUMN” THREE (3) CUSTOM DESIGNS FOR THE “SUMMER” AREA. SIX (6) CUSTOM DESIGNS FOR THE “SPRING” AREA. “SPRING” AREA “AUTUMN” AREA “WINTER” AREA “SUMMER” AREA STAMP DESIGN - “SPRING” STAMP DESIGN - “SUMMER” STAMPED CONCRETE KEY PLAN 3' - 0 " 3' - 0 " 6' - 0 " 3'-0"3'-0" 09/26/2025 LIGHT POLE BANNERS TYP. 3/8” = 1’-0”LS814 1 LS814 SITE DETAILS LI G H T P O L E BANNER ARM (REFER TO LIGHT POLE DETAIL) DOUBLE SIDED POLYESTER FABRIC BANNER. FULL COLOR PRINTED. FOUR (4) VARIATIONS, DISTRIBUTED EVENLY. TWO(2) BANNERS PER VEHICULAR LIGHT POLE. SEE ELECTRICAL SHEET FOR LOCATIONS AND QUANTITY. BANNER VARIATION: FOUR BANNER VARIATION TO BE CREATED TO REPRESENT AND BE SWAPPED FOR EACH SEASON. LIGHT POLE- REFERENCE ELECTRICAL SHEET. FOUR (4) LOOP HANGING LOOPS TO BE SEWN. + " 1 " / 5 0 8 / S A L T L A K E C I T Y E S T . 1 9 0 7 + " 1 " / 5 0 8 / S A L T L A K E C I T Y E S T . 1 9 0 7 + " 1 " / 5 0 8 / S A L T L A K E C I T Y E S T . 1 9 0 7 + " 1 " / 5 0 8 / S A L T L A K E C I T Y E S T . 1 9 0 7 + " 1 " / 5 0 8 / S A L T L A K E C I T Y E S T . 1 9 0 7 + " 1 " / 5 0 8 / S A L T L A K E C I T Y E S T . 1 9 0 7 KEY PLAN VEHICULAR LIGHT POLE LOCATION 4" 8' - 0 " 4" 4 5/8" 4" 4 5/8" 4" 4 5/8" 4" 2'-6" 7' - 4 1/8" 4" 09/26/2025 EXISTING GARDEN 100 SOUTH EXISTING BUILDING 551 552 553 554 555 CODE DESCRIPTION PRESERVE AND PROTECT EXISTING TREE TREES; 3" CALIPER SHRUB; 5 GAL. CONTAINER GROUNDCOVER PLANTING; 1 GAL. CONTAINER STRUCTURAL SOIL MIX SOILS CELL; SEE DETAIL: 1/LS806 550 551 552 553 554 555 REFERENCE NOTES SCHEDULE SYMBOL CODE BOTANICAL / COMMON NAME SIZE TREES PK PRUNUS SERRULATA 'KWANZAN' / KWANZAN JAPANESE FLOWERING CHERRY 3" CAL. SYMBOL CODE BOTANICAL / COMMON NAME SIZE SHRUB AREAS AH ANEMONE X HYBRIDA 'HONORINE JOBERT' / HONORINE JOBERT JAPANESE ANEMONE 1 GAL BT BERBERIS THUNBERGII / JAPANESE GREENLEAF BARBERRY 2 GAL EJ EUONYMUS JAPONICUS / JAPANESE EUONYMUS 2 GAL HM HAKONECHLOA MACRA / JAPANESE FOREST GRASS 1 GAL HA HAKONECHLOA MACRA 'AUREOLA' / GOLDEN VARIEGATED FOREST GRASS 1 GAL IJ IRIS ENSATA / JAPANESE WATER IRIS 2 GAL JJ JASMINUM OFFICINALE / POET'S JASMINE 1 GAL JM JUNIPERUS CHINENSIS PROCUMBENS 'GREEN MOUND' / GREEN MOUND JUNIPER 2 GAL KJ KERRIA JAPONICA / JAPANESE KERRIA 1 GAL LG LIRIOPE GRAMINIFOLIA / LILYTURF 1 GAL PT PACHYSANDRA TERMINALIS / JAPANESE PACHYSANDRA 1 GAL PC PHLOX STOLONIFERA / CREEPING PHLOX 1 GAL PJ PIERIS JAPONICA / JAPANESE PIERIS 2 GAL TC TAXUS CUSPIDATA / JAPANESE YEW 2 GAL TS THYMUS SERPYLLUM / CREEPING THYME 1 GAL VC VINCA MINOR / COMMON PERIWINKLE 1 GAL WF WISTERIA FLORIBUNDA / JAPANESE WISTERIA 2 GAL PLANT SCHEDULE SALT LAKE CITY CORPORATION ENGINEERING DIVISION SALT LAKE CITY CORPORATION DEPARTMENT OF PUBLIC SERVICES 09/26/2025 LP102 PLANTING PLAN 1 LP102 PLANTING PLAN SCALE: 1"=20' MA T C H L I N E ( S E E S H E E T L P 1 0 1 ) MA T C H L I N E ( S E E S H E E T L P 1 0 3 ) 0' 10' 20' 30' 40'60' 1 STREELIGHT 3 LUMINAIRE SCHEDULE 2 PEDESTRIAN LIGHT TYPE LS TYPE LP LI G H T P O L E LIGHT POLE JA P A N T O W N SA L T L A K E C I T Y ES T . 1 9 0 7 JA P A N T O W N SA L T L A K E C I T Y ES T . 1 9 0 7 BANNER ARM BANNER ARM DOUBLE SIDED POLYESTER FABRICBANNER. FULL COLOR PRINTED. FOUR (4) VARIATIONS, DISTRIBUTEDEVENLY. TWO(2) BANNERS PERVEHICULAR LIGHT POLE. SEE ELECTRICAL SHEET FORLOCATIONS AND QUANTITY. SALT LAKE CITY CORPORATION ENGINEERING DIVISION SALT LAKE CITY CORPORATION DEPARTMENT OF PUBLIC SERVICES IC T Y S A LT LA K E 3 6 9 12 09/26/2025 Cost Estimate Salt Lake City Community Reinvestment Agency Japantown Cost Estimate Streetscape Improvements $4,899,265 Site Utilities $1,764,930 Electrical and Site Lighting $886,750 Earthwork $805,951 Contingency, Insurance, General Conditions, Overhead $2,655,501 Total Cost $11,012,397 Japantown Public Art - Mural Salt Lake City Community Reinvestment Agency Japantown Mural Intent Paint a mural on the side of MESH. Timing Spring 2026 reveal – weather permitting. Temporary Art Immediate Next Steps 1.Identify MESH dimensions to refine cost estimate. 2.Identify Community art committee members. 3.Coordinate with Arts Council on planning. Permanent Art Needs 1.Coordinate with Art Design Board on any permanent object in the public ROW. 2.Identify preferred artist method: limited call for artists or a direct commission. Budget $50,000-$75,000 Next Steps •The CRA intends to proceed with the mural, in addition the Board may consider the following options, which are not mutually exclusive: Salt Lake City Community Reinvestment Agency Japantown Options Option 1 Allocate funding to construct short-term improvements that contribute to the beautification of Japantown Street, such as the purchase of Japanese cherry trees, planters, and any placemaking elements that would not be affected by Entertainment District construction. Funding should also be identified for ongoing maintenance needs. Option 2 Allocation of funding to complete additional design phases, as appropriate. Taking the project to 70% design phase would move it closer to “construction ready”. This would allow a future, 100% design phase to accommodate Entertainment District elements that are yet to be determined, such as vehicular access points. Option 3 Begin to identify funding sources to allocate for future construction costs to the Project as a sign of commitment. Funding may also include large construction mitigation grant that could be allocated to the SLBT and JCC to counter any Entertainment District disruptions. Option 4 Consider holding off on determining next steps until further details of the Entertainment District are revealed in Summer 2026. The CRA would bring this project back before the Board at that time. Questions?