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N 9th Street Bridge Study Sessi North N'nth Street Bridge Replac ment Salina City Commission Study Session December 15, 2003 A . Background . Initial Aesthetic Considerations . Concept Designs & Costs . Budget Analysis & Considerations . Refined Concept Designs . Summary of Estimated Costs . Sched u Ie & Status of Project Back c~««,~~ . Initial Project Scope 0 Replace SB Bridge over Mulberry Creek . Wilson & Company Selected and Given NTP in October, 2001 Initial Aesthetic Considerations ilI2cIIIII_Y..lfiJG¡r...I~.'J"1'J'1'1.'111:1tlJ1J111íl111::lJ:cê..!fCC; c ßc c . WCI Asked to Develop Concepts for Aesthetic Treatments . Sidewalk . Ornamental Pedestrian Rail . Lighting (Dropped from Initial Options) . Field Check Plans Prepared and Submitted to KDOT on this Basis . Plans also Included Elimination of Median Bridge Rails Concent Oesinn & Costs if~.JtØl~__'.4Jf'..J..lIl1'.J~1Wt¡l¡1¡lf"11111!11í;1.1êcy,.y c' Vicki Scuri added to Project Team at City's Request . Asked to Develop Community Art & Design Concepts to Enhance Gateway . Both the N Ohio Overpass and N Ninth Street Bridge Projects Included ~.~ Costs . Several Options Developed by Vicki . Addressed These Components 0 Lighting (Comm. Avail. vs. Custom) 0 Bridge Railing (Std vs. Ornamental) 0 Decorative Median Paving . Work to Both Bridges Considered . Retaining Open Median & Need for Bridge Rails Considered ,C 0 .- ..., I! fit RIm eL! lrà , c cu .- ." i" l1li ... .. ~V cø; ... 0')' " "0 ~.- v' ..: :..., ~' cu I' p!t;; "".c (I)"" c 0 'c .- z:. .c 't: 0 g .c.', -t 0 c æ ;. i :J .. L... . Ii ICI 2 . I i z, VJ 8,.'.",1 ID,I :J:t I ~. : I ~. j C :sa u .W .... ,.. ... @ CD ::::Þ a. The Project: Overall View Map showi-' Nt.". -lIoL-of~ " ... """,' ','~"""" ,..: :""""',"', ~:~~.. i~.,i ~~ ~.~\~,~~ ~: ~",: ~. North Ohio Street Grade Separation: PubliC Art and Urœn Des~n OpportunitieS Page 1 Vicki Scuri Siœwcrlcs with Mark Spitzer DesIgns, North Ninth Street Gateway Entry , , ", :'.. ': ": ~ , \ ,:" ',:", :"::::'::", ,:,::i:~;f;:?:?:,"'~'"" ',":', ':,"-;;;:;'::::{':'/"-:"> :':-<"',:~"K:i,/,';W",i;,;;¿::,:,,:/"::Y:;;'1";:;X,,:~;:::)~;t}:~:::,:1è,~,::':5>(:;t-::'\1f::f~t(;)~;¿:;'>S"r+i;':'c,::;;~"Yi' Above: Concept sketch, as proposed North Ninth Street Gateway Entry, with wetland ponds, windscreen tree lines and native plants, to announce "This is a City Enby" at Interstate 70 While not currently part of the Ninth Street Bridge renovation, consideration is merited, in order to recognize North Ninth Street as an important north - south connector to Salina, historically (as a boundary) and presently, in future development of the Oty. Below: Heading north to Interstate 70. Vicki Scurt Sfteworks with Märk SpitZer Dtislgns, " NOrlh Ohio Street Grade $epBtation: PuNK: AftBndUrbàn Design óppòrtunltieS Resources and Influences Above; Here a landscaped drainage pond provides a small wetland with fall color. The \\mll'f'Or' JJOnd Is attractive for drivers as a local landmark. environmentally, it solves storm water management issues and it provides habitat for birds and water fowl. Below: Highway 16, in springtime color. Above and below: Regional identity and local identity are two issues that define Infrastructure in terms of community. Above: Highway 16 in Tacoma, WA, heading to the NalTOws Bridge, a local landmark. Native plants and perennials provide a low maIntenance landscape aod seasonal color. VIckI ScÛ,fSïièW¡jrl(5 with Marlc5PJtzer Designs, NOt1hOl1iÔ 5tieet Grade Sepsiåi1on-: PuiiièArt'aiidlJlban DéSrgn dppodUhl6èS North Ninth Street Bridge Above and below: The renovation of the North Ninth Street Bridge provides an opportunity to enhance the structure as a Oty Gateway, recognizing its historic and present signltlcance as an entry to Salina. Below: The Oakdale Park Bridge provides a posIUve working example. Above: Crossing Mulberry Creek, North Ninth Street Bridge could "borrow color" from the Oakdale Park Bridge (below). Proposed enhancements include: new att:ract'.WeraiHngs, an overlook to the creek, Identity lighting (on both sides of the bridge) and retaining the air median for character and form. viCki Scurf sfteWorics with Mark Spitzer DesJgns,NÒi1Ji ditiO Stieet Grade Separation: ' Public Art and UibäìJQriÖpj1ottamitíes Resources and Influences AboVe: This ornamental rail is attractive and functional. Below (left and right): In E\Ierett, WA, this overtleacl structure'carries street lights, signalllngl and ornamental flower baskets. Influenced by historic railroad motifs, the project includes this overhead and signature light annatures. Above (left and right): This roadway bridge in Redmondl WA, features a custom rail and a "candelabra" of street lightsl creating an arc of light. Similar "retro lighting" could be added to North Ninth Street Bridge, enhancing its day and, nighttime image, whliecelebratJng,lts historic role. VicktSCUrl SIœWOlks with Mark Spitzer DeSignsl NOith õiíiO5tieet GràdéSiipàrátJOO: PUbliC Aitai1dìJrliàn Design ðPPiiiiiiriiiés° . Page 26 North Ninth Street Bridge Salina, Kansas Co,lceptual Sketch RaUo: August 22~ 2002 Radius = 580' Options 1 & 2 Candelabra Options- With Both Open and Closed Median & Standard & Ornamental Bridge Railings Option 3 Concrete Pilaster Lights -Located in Median with Standard KDOT Bridge Railing Bud & Considerations Estimated Cost of Initial Concepts City's Estimated Cost Share Ranged from $112,000 to $250,000 Least Expensive Option- Commercially Available Lights Add Initial Feedback- Budget Not Available for Preferred Options Refined Conce Designs Budget Target of $85,000 Established Limit Work to SB Bridge Only Confine Focus to Lighting & Median Look at Both Low and High End Concepts Other Gateway Aspects to Be Taken into Consideration Separately Lighting Options MTR MTRColumn (MI'RT& MTR~ [~ =I.FOOT tapered or round poles · tT$. 2fie 3T8 or 4T8 laming · 8" olarneter fixture head, (also avoicf/o~ ~ 10' - consL~ factory) · 12', 14' 16' or custom heigh~ MTR 200 (~) · ¢~le. double and quadruple pole mount and wail mount conflgurcri~o~s MTB 20~ (MTROS*W) · 50w fo 100w mectal halide or M11~ 360 (MTR14) single or double pole mount and wall mount configurcrfions · 1CX)w to 250w metal haJide Or · 1/1" diameter fixture head IvlT'R Bollard (BRM & BTM) · ~ to 100w metal halide or · 2', 3', 4' or custom hetgh~s MTR Wall (WRM & WTM) · 50w fo 100w metal halide or · 8' diameter fixture head · refer to Mfl~ 8olidrd spec sheet fc4 ordering info MTR 90 ~ollard (Bgo) · 3~J/2' dlarneler bollords for · twin lube or quad ,~Jbe · 2', 3', 4' or Custom heights MIR 90 Well (wg~ · 3-t/2~ diameter wall mounts · lwin tube or quad tube · see MTI~ 90 spec sheet for Other ~e'lux klminalres that utilize MTR technology · Alt CDO Family luminekes · Saturn Magnum · Urbl BalJard · MTR Refraclor option Is - ." '* MTR Bollards (BTM-4) (BRM-4) j J · T~ MT[~ Columns (MfRT); (MmS) MTR 200 (M'fi~,~ S&5 I O MTR MTR - Multi Prisms for Total Reflection From the roadway scale MTR 360 to the slim and stalely MTR 90 Bolierd, MTR system lumlnQJfes ore designed for O wide variety of projects. Speclty MTR systems to illuminate pedestrian and landscaped areas, roadways and parking lots with comfortable, Iow glare light and excellent distribution, MTR 360 Wall (MTR2OO-W) MTR 3~60 (MTR14) MIR Bollord (BTM) MTR Bollard (BRM) MTR 90 Bollard (B90) MTR 200 (MTR08) MTR Column (MTRS) MTR 200 Well (MTR200-W) MTR Bollard Wall (BTM-W) MTR 90 Wall (W90) CONC~ET~ BEAUTY~ ROSE M£D~U~ ~£ORSPOT ~4~ Alternatives Considered Variations in Median Paving Materials, Patterns & Colors Pavestone Endicott Tile Other Materials Single Row Down Center Staggered & Offset Pattern Lighting Median Study: A, "Railroad CrissCross" with Endicott Pavers Setux Corral Light Sticks: 14' & 16' tall, angled, 15 lights illustrated in black or red, below Light Locations, below Pa~ving Pa~em, be~# Pavestone City Squares 2.38" 12"x12": ~t' River Red /~, Savannah or Pewter ~ ~ Charcoal Light Sticks Angle: 65 degrees & 115 degrees Endicott Pavers 2,25"x4"x8": Red Blend GOlden Buff or Desert Imnspot Manganese lronspot Median Study: B, "Railroad Cdss-Cross" with Pavestone C~ Squares Selux Corral Light Sticks: 14' & 16' tall, angled, 15 lights illustrated in black or red, below Light Locations, below P~ving Pattern, be~w , , : Pavestone City Squares 2.38" 12"x12": River Red Savannah or Pewter C~arcoat Light Sticks Angle: 65 degrees & 115 degrees Endicott Pavers 2.25"x4"x8": Red Blend Golden Buff or Desert Ironspot Manganese Ironspot Median Study: C, "Candelabra" or C, "CrissCross" with Endicott Pavers Selux Con*al Light Sticks: 12' - 24', "Candelabra" with 13 lights illustrated in red, below : "Candelabra" Eight Locations: C~.nterline, below I!t:1 ltl ltl l:111 ! ttl itt tl I I!I1{11 !11 tt lit It Il t I t;I11t I It litl Itt ti lilt ii tt llill I I ! t llttlt itl flit t ltl t I lit It Il I!t{t ! tl · , ; , : : : Paving!Pattern can support.' Candelabra or CrisP-Cross U~ht Sticksi 13 Iicjht~ Paves*tone Oty Squares 2.38" 12"x12": River Red Savannah or Pewter Charcoal ~ Light Sticks Angle: 65 d~s & 115 degrees Endicott Pavers 2,25"x4"x8": Red Blend Golden Buff or Desert lmnspot Manganese lronspot Median Study: D, "Candelabra" or D, "Cdss-Cross" with Pave. stone City Squares Selux Corral Light Sticks: 12' - 24', "Candelabra" with 13 lights illustrated in red, below "Candelabra" ight Locations: Centerline, below Paving[Pattern ~n suppor~ Candelab. ra or Crib-Cross Ught Sticksi 13 ligh~ Pavestone City Squares 2.38" 12"x12": River Red Savannah or Pewter Charo~l ~ Light Sticks Angle: 65 degrees & 115 degrees Endicott Pavers 2.25"x4"x8": Red Blend Golden Buff or Desert Ironspot Manganese Imnspot Median Study: E, "Candelabra" or E, "Cdss-Cross" with Pavestone City Squares Selux Corral Light Sticks: 12' - 24', "Candelabra" with 13 lights illustrated in red, below Pavestone City Squares 2.38" 12"x12": PJver Red Savannah or Pewter Charcoal ~ Light Sticks ~ngle: Endicott Pavers 2.25"x4"x8": Red Blend Golden Buff or Desert Ironspot Manganese ironspot 65 degrees & 115 degrees Median Study: F, "Raitmad Cdss-.Cross" with Pavestone C~ Squares Selux Corral Light Sticks: 14' & 16' tall, an~, 15 lights illustrated in black or red, below Light Locations, below · : : : Pa.:ring Pa~em, belbw : Pavestone City Squares 2.38" 12'~12": River Red Savannah or Pewter Charcoal Light Sticks Angle: 65 degrees & 115 degrees Endicott Pavers 2.25"x4"x8": Red Blend Golden Buff or Desert imnspot Manganese Ironspot D Elements North Ninth Street Bridge - Cost Comparison of Alternates Item Quantity Unit Cost Selux Light Fixture MrRT I 6' Selux Light Fixture MTRT 18' Selux Light Fixture MTRT 16' Selux Light Fixture MTRT 18' Selux Light Fixture MTRS 12'-24' lnstallation of Lighting Installation of Lighting Traffic Control Substrate (crushed rock & sand) Endicott Pavers 2.25x4x8 Endic ott Pavers 2.25 x8 x8 Pavestone City Squares 2.38x12x12 Freight for Pavers Endicott Pavers Installation Pavest one Pavers Installation Pro-So-Co Sealer Pro-So-Co Sealer Installation Filter Fabric Filter Fabric Installation Contingency Estimated Construction Cost 8 7 7 6 13 15 13 25% 2500sqft 2500sqft 2500sqfl 2500sqft 2500sqft 2500sqft 24 gallons 2500sqft 231 linear ft 2500sqft $1850.00 $2,000.00 $1850.00 $2000.00 $3 000.00 $1 100.00 $1 100.00 $4 000.00 $1 500.00 $2.80 $3.65 $2.30 $350.00 $7.50 $6.50 $32.00 $0.50 $1.26 $0.50 Design/Travel/Direct Expenses (Scuri & WCI) Sub-Total CM/Site Review Trips & Consultation Grand Total $2,500 Total Cost $14,800 $14,000 $12,950 $12,000 $39,000 $16,500 $14,300 $4,000 $1,500 $7,000 $9,125 $5,750 $350 $18,750 $16,250 $768 $1,250 $291 opt~nal $1,250 optional $i3,000 $5,000 Criss-Cross Criss-Cross Candelabra Cfiss,Cross Candelabra Criss-Cross lVkdian A* Median B & F Median C Median C* Median D & E Median D & E $14,800 $14,000 $0 $0 $0 $16,500 $0 $4,000 $1,500 $7,000 $0 $0 $350 $18,750 $0 $0 $0 $0 $0 $3.800 $80,700 $93,700 $5,000 $98,700 $14,800 $14,000 $16,500 $4,000 $1,500 $5,750 $350 $16,250 $768 $1,250 $12,950 $12,950 $12,000 $12,000 $39,000 $39,000 $14,300 $14,300 $14,300 $14,300 $4,000 $4,000 $4,000 $4,000 $1,500 $1,500 $1,500 $1,500 $7,000 $7,000 $350 $350 $18,750 $18,750 $5,750 $5,750 $350 $350 $16,250 $16,250 $768 $768 $1,250 $1,250 $3,800 $4,200 $3,500i $4,200 $3,500 $78,968 $89,100 74,350 $87,368 $72,618 $13,000 $13 ^^^ · ..... $,~ ~nn $~ nan $91,968 $102,100 $87,350 $i00,368 $85,618 $5,000 $5,000 $5~000 $5,000 $5,000 $96,968 $107,100 $92,350 $105,368 $90,618 Recommended Choices: A Criss-Cross or C Criss-Cross Recommendations Median Study: A, "Railroad Cdss-Cross" with Endicott Pavers Selux Corral Light Sticks: 14' & 16' tall, angled, 15 lights illustrated in black or red, below Light Locations, below : ; : : P ingPa rn bek)w : Pavestone City Squares 2.38" i2"x12": ~' River Red /\ Savannah or Pewter ~ Charcoal Light Sticks Angle: 65 degrees & 115 degrees Endicott Pavers 2.25"x4'5(8": Red Blend Golden Buff or Desert lmnspot Manganese Ironspot Recommendations Median Study: C, "Candelabra" or C, "Cdss-Cross" with Endicott Pavers Setux Corral Light Sticks: 12' - 24', "Candelabra" with 13 lights illustrated in red, below I c, --",, "~ight Loca~ons: Centedine, 6elow · -- 'Candelabra . Pa~i~::Pattem On suppor~ Candelabra or Paves'cone City Squares 2.38" :1.2"x12": ~ RJver Red Savannah or Pewter ~ , ~ Charcoal Light Sticks Angle: 65 degrees & 115 degrees Endicott Pavers 2.25"x4"x8": Red Blend Golden Buff or Desert Imnspot Manganese Ironspot Overall Summary of P KDOT Brid g e Replacement Project Community Art & Design Concepts Proposed CAD Components Subtotal Plan Revisions - Traffic Control Construction Engineering Services Grand Total I ConstrUction 'Remarks Construction Cost Design Fee Cost $1,331,400 $75,632 112,00 to $250,000 $8,709 5.7% See Note 1 See Note 1 -No Options Taken Beyond N/A Concept Phase $80,700 $13,000 $1,412,100 $97,341 N/A $7,680 N/A $137,935 [ $1.412.100 I $242.9~6 I ' ' ' I ' 6.1% See Note 2 Bridge Project & Proposed CAD 6.9% Components See Note 2 -'Revise Traffic Control Plans N/A and Sequencing See Note 3 - Provide Full Time, On-Site N/A Testing & Inspection Services 7.2 %1 I Note 1 - Fees budgeted and paid for in 2003 Note 2 - Design fees pending Note 3 - Fees pending, includes CRS for CAD components D t Share KDOT Brid g e Replacement Project Proposed CAD Component s Survey & Design Fees Construction Engineering Services $1,331,400 $1,065,120 $266,280 80/20 Cost Share Basis $80,700 $0 $80,700 $105,021 $0 $105,021 $137,935 $106,348 $31,587 See Note 1 - Includes Surveys, Bridge & CAD Design & Traffic Control Revisions 80/20 Cost Share Basis Totals $1,517,121 $1,065,120 $483,588 Note 1 - $84,341 in design fees paid and budgeted in 2003 Schedule & Status of Project Bridge Scheduled for Dec. '03 Letting Construction Delayed Until Fall '04 or Spring '05 Due to 1-70 Construction Decision Point for Community Art & Design Elements New Traffic Control Plans Necessary for KDOT Project