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HomeMy WebLinkAboutMULBERRY LEMAY CROSSINGS, LOT ONE, FILING ONE - FINAL PUD - 36-96D - REPORTS - RECOMMENDATION/REPORT W/ATTACHMENTSTed Shepard - Re: Mulberry/Lemay and iftlo Run ah Page 1 1 From: Eric Bracke To: "JandRHail@aol.com"@FC1.GWIA, Bob Blanchard Date: Mon, Nov 1, 1999 2:36 PM Subject: Re: Mulberry/Lemay and Buffalo Run Dear Ms. Hail: I have been asked to respond to your concerns regarding the Lemay/Mulberry Crossing project. Over the past several years, during the review process of the project, three complete traffic impact studies have been conducted. The Traffic Engineering staff has just recently given it's "blessing" for the last study completed. Granted, there are numerous traffic impacts with a project of this scope, but there are also major roadway improvements that will be constructed. For example, the intersection of Mulberry/Lemay will have westbound double left turns, right turn lanes, bike lanes and sidewalks. The intersection of Lemay/Lincoln will also be widened, and Lemay will be widened to four lanes from Mulberry to Lincoln. Recirculating roads such as 12th St and Magnolia will also be constructed to assist in managing traffic. The problem with the railroad is difficult to deal with in the development review process. The tracks across Mulberry and Lemay only have minimal usage with an average of two trains per day. The City or the developer have no control over the railroad operations. The city has no mechanism to limit develop based on railroad activity. For example, the BNNR tracks (Mason St) cause 8-10 disruptions per day and has a major impact on College Avenue. There have been numerous commercial developments along College Avenue and the railroad issue has not been brought into play. It is not something that we cannot hold WalMart to in a fair process. If you should have any questions, please feel free to contact me directly at 224-6062 Kind Regards, Eric L. Bracke, P.E. Traffic Engineer City of Fort Collins email:ebracke@ci.fort-collins.co.us >>> <JandRHail@aol.com> 11/01 10:38 AM >>> Soon, the"Super Store" review will be the Public's eye again. I still do not believe the impact on the traffic throughout the whole area has been looked at realistically. The construction of the Buffalo Run Apartments, which are very attactive, shows the number of units (how many??) and how many cars per unit???. The size of the Super Store and numbers of cars in the whole development will be overwhelming!!!. No attention has been given to the 3 streets impacted by this huge influx of cars: Lemay north and south has river and train tracks in both directions; Mulberry has the same; and so does Lincoln !! These problems have not been addressed at any time during this process!! A Center of this size should not be allowed at this location!!!. Sincerely Jane Hail Square Straig*teel Poles SSP/SSC Series For use with floodlight luminaires as well as post top and Magnu-Series architectural luminaires. • Square straight steel shaft • One piece construction, steel tubing • 2-3/8" OD tenons, or machined side mount • Ground lug standard (3/8" 16 thread) • Bolt template included • Optional removable tenon • Steel base • Two-piece base cover • Four L shaped galvanized anchor bolts with two nuts and two washers • Standard finish Lektrocote® primer • CSA Certified option (SSC Series) ORDERING INFORMATION: SSP Series is GROUP I- 3X4" HAINunvt C SSP-41OX-XX 10 3.0 29.4 735 18.4 460 12.0 300 4.0" 9.0" 3/4x30x3" 8.0" 3.87" 88 39.9 SSP-412X-XX 12 3.7 23.6 590 14.6 365 9.2 230 4.0" 9.0" 3/4x30x3" 8.0" 3.87" 98 44.5 SSP-414X-XX 14 4.3 19.2 480 11.4 285 7.0 175 4.0" 9.0" 3/4x30x3" 8.0" 3.87" 110 49.9 SSP-416X-XX 16 4.9 12.6 315. 7.2 180 4.0 100 4.0" 9.0" 3/4x30xT 8.0" 3.87" 122 55.3 SSP-41SX-XX 18 5.5 10.2 255 5.4 135 2.7 67 4.0" 9.0" 3/4004" 8.0" 3.87" 135 61.2 SSP-420X-XX 20 6.1 8.4 210 4.0 100 1.5 37 4.0" 9.0" 3/4004:" 8.0" 3.87" 147 66.7 SSP-425X-XX 25 7.6 4.5 112 .1.0 25 - 4.0" 9.0" 3/4x30x3" 8.0" 3.87" 178 80.1 SSP-427X-XX 27 8.1 9.4 135 4.2 100 1.2 30 4.0" 11.0" 1X36x4" 10.12" 4.12" 360 162.0 SSP-430X-XX 30. 9.1 5.2 130 1.3 32 - 4.0" 11.0" 1x36x4" 10.12" 4.12" 310 139.5 GROUP If - 3X4" HANDHOLE SSP-518X-XX 18 5.5 30.0 750 18.2 455 11.4 285 5.0" 11.0" tx36x4" 11.0" 4.12" 239 108.4 SSP-520X-XX 20 6.1 26.4 660 15.2 380 9.0 225 5.0" 11.0" 1x36x4" 11.0" 4.12" 263 119.3 SSP-525X-XX 25 7.6 18.0 450 9.4 235 4.6 115 5.0" 11.0" 1x36x4" 11.0" 4.12" 222 146.1 SSP-530X-XX 30 9.1 11.0 275 4.6 115 - 5.0" 11.0" 1x36x4" 11.0" 4.12" 381 171.4 GROUP III - 4X6" HANDHOLE SSP-630X-XX 30 9.1 16.4 410 7.4 185 2.4 60 6.0" 13.0" 1x36x4" 12.0" 4,12" 458 207.7 SSP-635X-XX 35 10.7 10.8 270 3.0 75 6.0" 13.0" 1.x36x4" 12.0" 4.12" 530 240.4 SSP-640X-XX 40 12.2 6.2 155 - 6.0" 13.0" 1x36x4" 1.2.0" 4.12" 602 273.1 nensmim ; INFORMATION: CSA Certified - SSC Series GROUP I- 3X4" r1AINIUMVl-e SSC-410X-XX 10 3.0 29.4 735 18.4 460 12.0 300 4.0" 9.0" 3/4x30x3" 8.0" 3.87" 88 39.9 SSC-412X-XX 12 3.7 23.6 590 14.6 365 9.2 230 4.0" 9.0" 3/4x30x3" 8.0" 3.87" 98 44.5 SSC-414X-XX 14 4.3 19.2 480 11.4 285 7.0 175 4.0" 9.0" 3/4x30x3" 8.0" 3.87" 110 49.9 SSC-416X-XX 16 4.9 12.6 315 7.2 180 4.0 100 4.0" 9.0" 3/4x30x3" 8.0" 3.87" 122 55.3 SSC-418X-XX 18 5.5 10.2 255 5.4 135 2.7 67 4.0" 9.0" 3/4x30x3" 8.0" 3.87" 135 61.2 SSC-420X-XX 20 6.1 8.4 210 4.0 100 1.5 37 4.0" 9.0" 3/4x30XT 8.0" 3.87" 147 66.7 SSC-425X-XX 25 7.6 11.2 280 5.6 140 2.2 55 4.0" 9.0" 3/4x30x3" 8.0" 3.87" 315 142 SSC-430X-XX 30 9.1 5.2 130 1.3 32 - 4.0" 11.0" tx36x4" 10.12" 4.12" 381 171.4 gj3OUP 11- 3X4" HANDHOLE SSC-518X-XX 18 5.5 30.0 750 18.2 455 11.4 285 5.0" 11.0" 1x36x4" 11.0" 4.12" 239 108.4 SSC-520X-XX 20 6.1 26.4 660 15.2 380 9.0 225 5.0" 11.0" 1x36x4" 11.0" 4.12" 263 119.3 SSC-525X-XX 25 7.6 18.0 450 9A 235 4.6 115 5.0" 11.0" 1x360" 11.0" 4.12" 222 146.1 SSC-530X-XX 30 9.1 11.0 275 4.5 115 - 5.0" 11.0" 1x360" 11.0" 4.12" 381 171.4 GROUP III .4X6"HANDHOLE SSC-630X-XX 30 9.1 16.4 410 7.4 185 2.4 60 6.0" 13.0" 1x36x4" 12.0" 4.12" 458 207.7 SSC-635X-XX 35 10.7 18.6 465 8.2 205 2.4 60 6.0" 13.0" 1x36x4" 12.0" 4.12" 696 315.6 SSC-640X-XX 40 12.2 12.8 320 3.8 95 6.0" 13.0" 1x36x4" 12.0" 4.12" 788 357.4 bolts Catalog Number, as listed, does not Include tenons or machining for side mounting. Fixture mounting must be specified by substituting for all X's. Maximum allowable EPA Is based on steady winds of 80 and 100 MPH with gusts to 104 and 130 MPH respectively, 120 MPH steady winds with 156 MPH gusts. All calculations are based on a minimum yield of 55,000 PSI. Calculations per AASHTO 85. Factory supplied template must be used when sett ng anchor Hubbell Lighting will deny any claim for Incorrect anchorage placement resulting from failure to use factory supplied template. Anchor bolt weights not Included. Note: SSC series handhole covers have tamper resistant screws and gasket. Refer to Pole Selection Guide an page 379 prior to selecting equipment. Hubbell Lighting, Inc. 380 U Magnusquare® II �NSM Series 0 ORDERING INFORMATION ARM MOUNT MSM-A250S-3X8-1 250W HPS P T D2 W 2.1 .21 47 21.3 MSM-A400S-3X8-1 400W HPS P T D2 W 2.1 .21 52 23.6 MSM-A250H-3X8-1 250W MH P T DP W 2.1 .21 42 19.1 MSM-A400H-3X8-1 400W MH P T DP W 2.1 .21 47 21.3 CEILING MOUNT MSM-C250S-3X8-1 250W HPS P T 02 W 2.1 .21 47 21.3 MSM-C400S-3X8.1 400W HPS P T D2 W 2.1 .21 52 23.6 MSM-C250H-3X8-1 250W MH P T DP W 2.1 .21 42 19.1 MSM-C400H-3X8-1 400W MH P T DP W 2.1 .21 47 21.3 YOKE MOUNT MSM-Y250S-3X8-1 250W HPS P T D2 W 3.0 .3 65 29.5 MSM-Y400S-3X8-1 40OW HPS P T D2 W 3.0 .3 70 31.8 MSM-Y250H-3X8-1 250W MH P T DP W 3.0 .3 60 27.2 MSM-Y400H-3X8-1 400W MH P T DP W 3.0 .3 65 29.5 1. All units are Quad -Tap® 12012081240/277 volt. For 480V change 8 to 5. For Trl-Tap 1201277/347V use 6. All units are bronze Lektrocote® - for optional colors change 1 to 2-black, 3-gray. 4-white, Sockets are porcelain mogul base - use universal burning position metal halide lamps. Replace X with desired distribution 2. Acrylic standard, for polycarbonate add -P I.e.: MSM-A250S.3D8 1-P, ACCESSORY - Must be ordered separately MSQ-SPC Polycarbonate shield 4 1.8 OPTIONS - Factory Installed F(X) Fusing PC(X) Button type photocontrol (120.277 volt); Twist -Lock® (120-480 volt) 1. For correct fusing and photocontrol, replace "X" with 1-120V, 2-208V, 3-240V, 4.277V, 5.480V, 6.347V. Hubbell Lighting, Inc. 415 Magnusquare9l — MSM Series • Horizontal Lamp - MSM Series The Magnusquare II MSM family is an architectural cutoff luminaire for arm, yoke or ceiling applications. The luminaire is available with IES Type II, III, IV, and Type V square distribution from a horizontal lamp. This combination allows maximum design flexibility with excellent uniformity. Arm mount allows the use of multiple luminaires for greater lighting intensity. Yoke mount provides stylish single post -top configuration for maximum coverage. Its square shape is perfect for use on Hubbell SSP and SAP square poles. Ceiling units designed for applications on canopies, parking garages, and as a complement to matching pole units. Housing • Rugged, one piece aluminum, formed and welded for long term weatherability Ballast • 180°C insulation, -20°F starting (-40°F HPS) 60 Hz HPF designs. For 50 Hz ballastry consult factory Lens/Door Assembly • Tempered, impact resistant flat glass lens, drop acrylic lens or drop polycarbonate lens mounted within an aluminum mitered frame • Assembly features spring loaded, die cast, tool free latches for quick access to lamp or luminaire Optical Distributions • Flat glass doors offer Type II, III, IV and V square IES distributions • Reflector assemblies are rotatable at 90' • Type H distributions are field adjustable from Type III luminaires giving on the job fine tuning capability • Drop acrylic or polycarbonate lens produces a Type V distribution and provides lamp shielding beneath the luminaire. Metal halide drop lens units require polycarbonate lens B Al "I.... Arm/Ceiling Mount 10 1 /4" 22 7/8" sq. 260 mm 579 mm MSM MSM (Arm Mount, Flat Lens) (Ceiling Mount with Drop Lens) Drop Lens adds 3" height 1WQlv S'A. NRTUC For use in damp or wet locations Mounting • Arm mount allows the use of the wide array of MAL arms and adapters, see page 420. • Ceiling mount comes complete with template for surface attachment over recessed junction boxes. Also comes machined for surface mount over recessed junction boxes. Complete instructions supplied. Lag hardware by others. • Yoke mount features 2" square aluminum tubing for strength and beauty. Fitter slipfits 2 3/8" OD tenons Lektrocote® Finish • Specification grade polyester powder coating, minimum two mils thick and baked on at 400°F for lasting hard finish Listing • Silicone gasketing, UL 1572 listing for wet locations CSA-NRTL/C certified for outdoor use • Tool free access to lamp and reflector • IP Suitability - IP55 N- A ID Yoke Mount 5 1 /8" 27" 26 7/8" 1 16 3/4" 131 mm 686 mm 683 mm 426 mm Hubbell Lighting, Inc. 414 ALUMINUM BOLLARD l • S" ROUND ■ CAST CUTOFF LOUVER PHOTOMETRICS Lamp type Lumens Conversion factors 50 w HPS, clear 4000 .69 70 w HPS, clear 5800 1.00 100 w HPS, clear 9500 1.64 50 w MH, clear 3300 .57 70 w MH, clear 5200 .90 100 w Mid, clear 8500 1.47 ALR 8 - 70 HPS Horizontal footcandles 70 w HPS 5800 lumens 42" mounting height ¢1 5 2 1 .5 .2 0 3 6 9 12 longitudinal distance in feet 0 3 6 9 12 15 ALR CATALOG NUMBERS SPECIFY VOLTAGE 120 OR 277 DESCRIPTION ALR 8 - 50MH 50 w MH ALR 8 - 70MH 70 w MH ALR 8 - 10OMH 100 w MH ALR 8 - 50HPS 50 w HPS ALR 8 - 70HPS 70 w HPS ALR 8 - 100HPS 100 w HPS EXAMPLES ALR 8 - 70 MH 120 WHT • ALR 8 - 50 HPS 277 BLK FS1(FUSE) CAT. NO. LAMP VOLTAGE COLOR OPTION WARNING: Fixture must be grounded in accordance with local codes or the National Electric Code. Failure to do so may result in serious personal injury. SPECIFICATIONS • HOUSING 42" HIGH The housing shall be extruded 6063 T-6 aluminum. The top cap shall be cast #356 aluminum, sealed with a silicone gasket. The louver assembly shall be #356 cast aluminum with four integral tie rods. The inner lens shall be one piece formed acrylic, sealed to the housing. An upper aluminum reflector shall have a specular Alzak® finish. • ELECTRICAL All electrical components and materials shall be U.L. recognized. Ballasts are high power factor rated for -200 starting. Medium base porcelain sockets are 4KV rated. The electrical assembly shall be prewired on an aluminum strap mounted to the base casting. • MOUNTING The internal mounting base shall be cast #356 aluminum with a mini- mum wall thickness of .250 inches. The shaft shall be secured to the base with four stainless steel bolts. Bolt circle shall be 5.50 inches. The four mounting bolts shall be hot dipped galvanized steel, 1/2" x 10" x 2". • FINISH Fixture finish shall consist of cleaning, degreasing and rinsing, followed by a protective chromate primer, deionized water rinse, oven dry off and top coated with a TGIC free, thermoset polyester powder coat finish, with a minimum thickness of 2.5 mils. • RELAMPING The lamp is accessed by loosening three set screws and removing the top cap. • CERTIFICATION Fixtures shall be listed with U.L. Laboratories for wet location use. • WARRANTY Fixture shall be warranted to be free of defects for two years. Ballast components shall carry the ballast manufacturer's limited warranty. P2 IQHITECTURAL R E A IGt-ITING • SPECIFICATION TYPE PR4 • • BASE POLE OPTIONS EXAMPLE: PR4 4R10-125 MAXIMUM ALLOWABLE EPA OPTIONS CATALOG NUMBER STEADY WIND-7 r GUST FACTOR (1.3) GFI GFCI duplex receptacle with cast 70/91 80/104 90/117 100/130 base welded to pole and gasket - BASE POLE -WALL OAH' SHAFT ed, Self closing cover. PR4 4R8-125 8' 4" ROUND x .125" 14.3 12.0 9.6 7.4 FS1 Single weatherproof fuseholder. DRB Duplex receptacle with cast base PR4 4R10-125 10' 4" ROUND x .125" 11.8 8.6 6.5 5.2 welded to pole and gasketed cover. PR4 4R12-125 12' 4" ROUND x .125" 9.8 8.2 6.6 5.0 Consult factory for banner arms. PR4 4R14-125 14' 4" ROUND x .125" 7.9 6.6 5.2 3.9 PR4 4R16-125 16' 4" ROUND x .125" 6.4 5.3 4.1 3.0 PR4 4R10-226 10, 4" ROUND x .226" 22.2 18.5 15.0 12.0 PR4 4R12-226 12' 4" ROUND x .226" 18.2 15.4 12.7 9.9 PR4 4R14-226 14' 4" ROUND x .226" 14.7 12.4 10.2 8.0 PR4 4R16-226 16' 4" ROUND x .226" 12.5 10.4 8.3 6.3 Cast aluminum pole cap or post top adapter provided per application. 'Overall height is measured to post top adapter, or top of pole cap. SPECIFICATIONS Base shall be cast aluminum. Aluminum shall be certified as pure #356 alloy, free of any porosity, foreign materials, or cosmetic fillers. Base cast- ing shall be heat treated to a T-6 condition, and of uniform wall thickness, with no warping or mold shifting. Minimum wall thickness shall be .375". The base shall have cast in place gussets and an internal sleeve to accept the pole shaft. Pole shaft shall be seated into the base sleeve and circumferentially welded around the outside of the base and internally where the pole is seated into the base casting. The anchor bolt locations in the base shall be cast in place, as part of the base casting, for maxi- mum strength. Pole shaft shall be seamless extruded 6063 T-6 alu- minum. Hand hole opening shall be flush with the outside of the pole and have a cast aluminum reinforcing ring welded internally to the shaft. The aluminum hand hole cover shall be gasketed and secured with two tam- per proof, stainless steel screws. Ground lug located same side as cover. The base cover shall be one piece heavy spun aluminum. -FINISH Fixture finish shall consist of cleaning, degreasing, and rinsing, followed by a protective chromate primer, deionized water rinse, oven dry off, and top coated with a thermoset polyester powder coat finish with a minimum thickness of 2.5 mils. -ANCHOR BOLTS Anchor bolts shall be hot dip galvanized steel. Eight galvanized hex nuts and flat washers, and a bolt circle template shall be provided. Anchor bolts for poles 14 feet high or less are 5/8" x 21 x 3". Anchor bolt for poles more than 14 feet high are 3/4" x 24" x 3". WARNING: Fixture must be grounded in accordance with local codes or the National Electric Code. Failure to do so may result in serious personal injury. 4" o.d. pole. OAH anchor bolt projection �3.5" L O grout under concrete footing entire base by others bolt circle: 7" dia. 900 apart , street side 9" dia I SL SR24 DIMENSIONS: 240 DIAMETER ' tOLID R] 1J; SL SR30 DIMENSIONS: 30" DIAMETER OPTIONS SSA Straight side arm for pole mounting WMP Wall mounting plate for straight side arm option LXN Polycarbonate lens for SL SR24 or SL SR30 series. Not recom- mended for use with metal halide lamps. PMS Pendant mounting kit with 48 inch stem and swivel joint at the canopy COP Polished copper with clear powder top coat. Pendant mount only. 24" DIAMETER USE WITH ARMS OR PENOAiJTti 75 GO 1 u H7 EPA SL SR24 OPAL ACRYLIC LENS, MAXIMUM 100 WATTS HID 0 • • 32 1.14 SL SR24GR3 TYPE 3 GLASS REFRACTOR LENS • a• 32 1.14 SL SR24GR5 TYPE 5 GLASS REFRACTOR LENS a • • 32 1.14 SL SR24142 TYPE 2 HORIZONTAL CUTOFF REFLECTOR, SAG GLASS LENS 0 a• 36 1.10 SL S111124143 TYPE 3 HORIZONTAL CUTOFF REFLECTOR, SAG GLASS LENS 0 • • 36 1.10 SL SR24H4 TYPE 4 HORIZONTAL CUTOFF REFLECTOR, SAG GLASS LENS & 0• • 36 1.10 SL SR24H5 TYPE 5 HORIZONTAL CUTOFF REFLECTOR, SAG GLASS LENS • • 36 1.10 USL WITH DECORATIVE ARMS OR PENDANTS ,IUD 175 250 100 150 250 WEIGHT EPA SL SR30 OPAL ACRYLIC LENS • • 33 3.00 WALL BRACKETS WITH INTEGRAL BALLAST 26 0 50 70 SO 70 WEIGHT era SL SR16-CA GLASS LENS, CURVED ARM 16 62 SL SR16-SS GLASS LENS, STRAIGHT ARM • • 16 .62 SL SR30 250MH-208 SLA20C 086-4H16-226 cln 2-SL SR24 10OMH-277 SLA7-2 PR44R12-226 JUN cst r4 SL SR24H3 150HPS-277 SLA4 YR4-91114-1Zo VVr11 UO!-4 SL SR16-CA 70MH-120 • • WHT PIXTURP LAME- ARN1 BASE -POLE COLOR OPTIONS 12 PRECISION When lighting performance is as high a priority as aesthetics, you have a choice with AAL. Optical systems that meet IES standards for full cut- off luminaires and conform to local ordinances for glare control. These optical systems are available on the SL SH2O, ALLO 502, and SL SR24 fixture series. • pamwa • streets Precision reflector trays can be field rotated on 90' centers for proper orientation. Rigid cast door frame insures a tight seal for the silicone gasket. Full perimeter molded silicone gasket seals the fixture from the elements. Tempered sag glass lens. OPTICS Captive, single point fastener for easy access to the lamp. _ FOUR LIGHT DISTRIBUTION PATTE TYPE 3 • streets • parking areas • pathways CONTROL TYPE 5 • parking areas 19 4 liq lim I OEM OEM �...w MONUMENT SIGN p•r._,»�1 SITE BENCH %1 v0' SO %tiE BIKE RACK D r TO x E PLANTER W/ RAISED CURB E ry T •O %4E _3-�•� wrm rove. ps t,aana E+w .w.w 4r �Y tiw aww TRASH RECEPTACLE eO, TO %'. PLANTER W/ SEAT WALL F SSOS LO lC E WALL W/ RAILING �\ u I ROK� M,�N�'. BSdO Pwn BX K O�W By M Pon BX MLP _ L e.ac a cum 0.0LLn6 "�IGAP RAMP DETAIL (TYPE "A•) � l� 1• e_TITCIL RMr IECTYM NGY HANDICAP RAMP DETAIL (TYPE "G' I Ola4 WlR! ® un'~irano unowmrw�er wriscoo ��• �" PEDESTRIAN RAMP Nor TO %4E SEASONAL SALES AREA PERIMETER FENCING JlH NO! t0 Y_>LE r. �'JXAtlOLmYttl Nwr e Svac rr 2 wsr nXe 171 w1mm�e.e�� STOPl DIRECTIONAL SIGNAGE �\ NCr r0 14E H.C. PAWING SPACE LAYOUT C Nor rc x4E WALL -MOUNTED LIGHT FIXTUIa�E D N 10L E LIGHTED BOLLARD E ,T .0 ILI.E town mew �� PEDESTRIAN SCALE LIGHTING F rLT r0 OC4l PARING LOT LIGHTNG o+ G yT rO ICKE O FnXo11EmM Y>OM Gone B! N% YelpiN B! NS QY! B! XP co V Z_ 03 0 O cc 6 LU W cc cr Z a W m J coo ADJn r To wuxs ano acme coca aoucewT •o wars A.ro a�e'uwe.o.ew¢ r.u. EDGE TREATMENT A NOT TO 9 E SHRUB PLANTING �\ W iOICN.E �nai nine urrunu �iro'rsawmn DECIDUOUS TREE PLANTING %1 NOT TO KdLE LANDSCAPE NOTES ""r.'k.`...s e, nW r.rrr....,.a..... �...rn.. .-UP- _ .o EVERGREEN TREE PLANTING D TREE GRATE NanT �e� SImELim r...�n Lwrm ® ,.D.x.sow.uuvmra� MOUNDED ISLAND - SHRUBS E BEF;V SECTION TABLE NOT TO SCALE q..O.CLL6 a . �..rNa nrwv.w wm�"`N uo,� uuaaa MOUNDED ISLAND NOT 71 SCALE ..• SECTION A �Lx14 ..eL� xm�xcx.xm� Y MYIµY ll112 GL�Y�CL�WrM NY.CMR� M1MIM•.IQ W rl.IWYY FCiLL YWLL-xI.AINW w•INDO.r.. FAUX WW DETAIL rxx wowu exu 'xw�ru'r.0 w euun.n ran ww. xrmwuLr � caai.c cYa"ovv'�°eaL' FAUX WINDOW DETAIL ' I 1_m1mjM NORTH ELEVATION RETAIL A AND B .• MOl X1.Y41E x,t. �.,� �1ryJ9tl[ LWL*YnuxWClM/1 CRYLM� RwLT.®A01l—.L®! 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F roa�e 25% no ew..u..mlw.w.cawvs.w.ee 4a alas •o w.ua Sara � �.o�rw�a.w wow ri.rum �2rm �i.ro�Yrw wsw m.arr.wA AC+66..tlu.tl r wAre�..onraP auP.Y1� W V.cw K M W VICINITY MAP FWN ENGINEER/PLANNER/SURVEYOR LANDSCAPE ARCWITECT SOILS ENGINEER TRAFFIC E�INEERS.�....aw OLLNER/DaEVELOPER PLAMJING AND ZONING APPROVAL OU.NER'S CERTIFICATION d5aa � NOR; 8 3M s 1eg£5F5 E.ao Pow F. tll a�.a.a 3e N CO �TA No Text MIND E • Mulberry-Lemay Crossings, Lot One, Filing One, Final P.U.D., 436-96D January 20, 2000 P & Z Meeting Page 13 RECOMMENDATION: Staff recommends approval of Mulberry-Lemay Crossings, Final P.U.D., #36-961). • Mulberry-Lemay Crossings, Lot One, Filing One, Final P.U.D., #36-96D January 20, 2000 P & Z Meeting Page 12 E. Improvements to Existing Magnolia Existing Magnolia Street, between 12`" Street and Link Lane, will be improved. These improvements include adding a six foot wide attached sidewalk, roll-over curb and gutter within the existing right-of-way. F. Improvements to LemayNine Intersection The signal phasing at LemayNine intersection will be split allowing north and southbound traffic to make protected left turns. This new signal phasing is needed now, independent of the P.U.D., and will be installed by the City this month, January of 2000. As stated at the Preliminary, the fact that the Burlington Northern/Sante Fe railroad has a switching yard just east of this intersection causing delays during switching operations does not, by itself, render the Final P.U.D. infeasible from a traffic operations standpoint. It is not within the purview of the City to require a shopping center developer to mitigate roadway delays caused by a railroad. The long-term solution has been identified as a grade -separated crossing so Lemay does not conflict with the railroad. This is considered a city-wide capital improvement and remains unfunded at this time. 8. Findings of Fact/Conclusion: A. The Final P.U.D. is in substantial conformance with the Preliminary P.U.D. B. Of the six conditions of Preliminary approval, five are applicable with Lot One. These five conditions of approval have been satisfied. C. The cash -in -lieu contribution of $200,000 to the City for the design and construction of the bike/pedestrian bridge over the Poudre River is an acceptable form of meeting the requirement to provide an alternative mode connection to the East Side/Old Town Neighborhood. D. The Final P.U.D. continues to satisfy the All Development Criteria and the variable and absolute criteria of the Community/Regional Shopping Center point chart of the Land Development Guidance System. E. The Final P.U.D. continues to satisfy the design criteria of the Stormwater Department of the Fort Collins Utilities. F. The extent of the offsite public improvements to the roadway system render the project feasible from a traffic operations standpoint. • • Mulberry-Lemay Crossings, Lot One, Filing One, Final P.U.D., #36-96D January 20, 2000 P & Z Meeting Page 11 B. Improvements to Lemay Avenue Presently, Lemay between Mulberry and Lincoln is a two lane road but is classified as a standard arterial. Improvements to Lemay will bring the roadway up to the standard arterial level. These improvements include: • Widening of the roadway from two lanes to four lanes with turn lanes at the signalized intersections. • Construction of a raised, landscaped median, tapered at the intersections. • Signalization of the new Lemay/Magnolia intersection. • Provision of a northbound bus turn out lane just north of Magnolia. • Add right -turn lanes into the center at all access points. • Widening of the Lemay/Lincoln intersection. • Modification of the signal phasing at Lemay/Lincoln to provide protected/permitted left turns for north and southbound Lemay. C. Construction of Two New Public Streets Two new public streets will be constructed. Magnolia, classified as a collector, will be built from Lemay to 12°h Street. This will provide an east -west connection from Link Lane to Lemay Avenue. 121h Street, classified as a commercial -local, will be constructed from Lincoln to Mulberry providing a north -south connection. These two streets will act as re -circulator streets designed to provide access to the shopping center and relieve traffic on the adjacent arterials. D. Re -alignment of the Existing Highway 14 Frontage Road The east -west frontage road on the north side of Mulberry will be re -aligned so that it is pulled away from the Mulberry/I 2 th Street intersection. Instead of intersecting 12th Street in its present alignment, it will swing north approximately 260 feet. The frontage road will be restricted to one-way westbound traffic only for a limited distance and then resume to two-way traffic. However, access from 121h Street will still be allowed to Supermarket Liquors. Access to Link Lane is still available by two-way traffic on Magnolia. • Mulberry-Lemay Crossings, Lot One, Filing One, Final P.U.D., #36-96D January 20, 2000 P & Z Meeting Page 10 The purpose is to connect the shopping center to the East Side/Old Town Neighborhood. This cash -in -lieu contribution has been reviewed by the Transportation Department and found acceptable. The City's goal is to have this bridge and sidewalk constructed by the time the store opens for business. In addition to the new Poudre River bike/ped bridge, all public streets will feature on - street bike lanes, sidewalks, cross -walks, and pedestrian buttons at signalized intersections. 7. Transportation — Traffic: A. Improvements to Mulberry Street There will be significant improvements to East Mulberry Street, also referred to as State Highway 14. These improvements include: • Dual left -turn lanes for westbound Mulberry at the Lemay intersection. • Add one northbound through -lane on Lemay at Mulberry. Add one northbound right -turn lane on Lemay at Mulberry. • Add one westbound right -turn lane at Lemay. • Add right -turn channelizing islands for northbound right -turns at Mulberry/Lemay intersection. • Add median refuge areas with auxiliary pedestrian buttons on all legs of the Mulberry/Lemay intersection to accommodate pedestrian traffic. • Construction of new "3/4 movement" intersection at Mulberry/12"' Street. Such an intersection will prohibit southbound through and southbound left -turn movements. Also, northbound through and northbound left -turn movements will be prohibited. This intersection will not be signalized. • Mulberry-Lemay Crossings, Lot One, Filing One, Final P.U.D., #36-96D January 20, 2000 P & Z Meeting Page 9 5. Lincoln — Lemay Intersection Improvements: Considerable work will be done to improve the Lincoln/Lemay intersection. The roadway will be widened to include through lanes, turn lanes and bike lanes. Two storm sewers will be constructed to prevent ponding. This will require that existing borrow ditches be placed in pipes. The existing high -voltage electrical transmission tower will remain in place. 6. Transportation — Bicycles, Pedestrians and Transit: A. Onsite Improvements The Final P.U.D. continues to provide the same level of onsite bike and pedestrian facilities as on the Preliminary. Eight -foot wide sidewalks are provided on the perimeter of the site along the three sides with public streets. An eight -foot wide walk connects Buffalo Run to the entrance of the store along the building's west elevation. There continues to be two eight -foot wide sidewalks that connect the front of the store to Magnolia Street. An eight -foot wide walk connects the front of the store to Lemay Avenue. An eight -foot wide walk connects out to 12th Street but not directly in front of the store due to the vertical differential in grade between 12th Street (high) and the site (low). Also, a retaining wall runs along 12th Street to convey storm flows to the pond which prevents a direct connection. Two sets of bicycle racks are provided, one per south -facing entry. Each rack can accommodate 14 bikes for a total capacity of 28 bikes. Transit stops are provided along Lemay in accordance with the specifications of Transfort. A bus turnout lane will allow buses to stop without blocking traffic. A bus turnout lane is also provided in the parking lot drive aisle in front of the information kiosk. B. Offsite Improvements: The primary offsite bicycle and pedestrian improvement consists of a cash -in -lieu contribution to the City in the amount of $200,000 for the purpose of designing and constructing a bridge over the Poudre River and a connecting sidewalk. It is anticipated that this bridge and additional sidewalk will be on the north side of Mulberry Street. The walk will be constructed along the Link `N Greens golf course, over the Poudre River and continue west along City -owned property, to the intersection of Mulberry and Riverside. • • Mulberry-Lemay Crossings, Lot One, Filing One, Final P.U.D., #36-96D January 20, 2000 P & Z Meeting Page 8 E. Lemay Median Landscaping There will be a raised concrete median in Lemay between Mulberry and Lincoln. This median will be 15 feet wide except where it narrows at the intersections to make room for separate left turn lanes. Where the median is 15 feet wide, there will be a mix of shade and ornamental trees and a mix of deciduous and evergreen shrubs. Where the median tapers to seven feet, there will be no landscaping. The median will also contain the public street lighting so proper separations between light fixtures and trees are maintained. After establishment of the plant material, the median will be maintained by the City Forester who has reviewed and approved the landscape plan. F. Architectural Elevation Upgrades In addition to the aforementioned west elevation, the other three elevations have been slightly upgraded as well. For example, on the south elevation, eyebrow canopies have been added over the three emergency exit doors (see detail on sheet 7 of 12). On both the north and east elevations, four additional faux windows have been added (for a total of eight), each highlighted by a wall -mounted gooseneck light fixture. 4. Poudre River Outfall: The primary stormwater outfall for the P.U.D. is the Poudre River. Storm flows will be routed to a detention pond at the southwest corner of the shopping center, located on Lot Two but constructed with Lot One. This pond will feature wetland plantings to help filter out heavy solids and runoff from the parking lot. A new 72 inch diameter culvert under Mulberry will carry flows to the south side of Mulberry. At the outlet, the culvert is enlarged to 84 inches in diameter and angled at about 45 degrees so that storm flows are heading in roughly the same direction as the river current rather than in a perpendicular fashion. The culvert will be equipped with a two backflow prevention devices to prevent damage in case of flooding. At the pond outlet on the north side of Mulberry, there will be a sluice gate which will be operated and maintained by the City. At the river, there will be a one -directional flap valve that will allow flows to travel in only one direction so its open for downstream flows but will close in case there are upstream flows. Storm flows will be dissipated to prevent erosion by a cluster of washed granite boulders buried 1/3 to '/z depth. Randomly placed cobbles will be placed to fill the voids. Native plant material will be installed to help screen the outfall. All disturbed areas will be re- seeded. The design of the outfall has been reviewed and approved by both the Department of Natural Resources and the Stormwater Department. Mulberry-Lemay Crossings, Lot One, Filing One, Final P.U.D., 436-96D January 20, 2000 P & Z Meeting Page 7 A. Outdoor Seasonal Sales The P.U.D. restricts outdoor seasonal sales to a specific area so that inventory does not spill haphazardly onto the walkways, parking lot or other public space areas. Such an area will obviate the need to carve temporary "garden centers," Christmas tree lots, pumpkin patches and the like out of the parking lot. The designated outdoor seasonal sales area is located just south of the garden shop along 12a' Street. The area measures 216 feet by 50 feet for a total of 10,800 feet. The area is uncovered, has a concrete surface and is surrounded by a four foot high steel tube fence, painted green, that matches the garden center attached to the store. The fence is accented by cultured stone columns spaced every 40 feet. The area is flanked by 12 shade trees, six per side. B. Forecourt Details The plaza area in front of the store will feature raised planters with seat walls, benches and bike racks. There will be pedestrian -scaled bollard lighting as well as the pole - mounted gooseneck light fixtures. Four shade trees and eight ornamental trees will be placed between the two southern entrances to enhance the space and help mitigate the mass of the building. C. Buffalo Run Buffering The north parking lot will be buffered from Buffalo Run by a six foot high berm featuring 38 evergreen trees planted in a dense pattern. In addition, the truck area will be screened by an eight -foot high masonry fence that also features clusters of ornamental trees along its length. West of the truck area, a three-foot high berm will shield parked cars facing north along the private east -west service drive. D. Stormwater Detention Pond/Water Quality The stormwater detention pond at the southeast corner of the site (at the corner of Magnolia and 12t' Street) will feature wetland plant material. This pond is fed by storm flows coming from the north. A split -face concrete block retaining wall will be constructed along 12`h Street for a length of 255 feet. This wall allows for separation between 12`f' Street (high) and the site (low) and allows for onsite storm flows to be conveyed without impacting 12'h Street. In addition, an offsite pond will be constructed at the southwest corner of the shopping center on Lot Two near the corner of Mulberry and Lemay. This pond will also feature wetland plant material. (See additional description of water quality features under "Poudre River Outfall" in Section Four of this memo.) • • Mulberry-Lemay Crossings, Lot One, Filing One, Final P.U.D., #36-96D January 20, 2000 P & Z Meeting Page 6 Two signs are specified to convey this message. The sign copy states: "The idling of trucks during loading, unloading, and/or waiting is not allowed. " These signs are located in the truck dock area on the north side of the store, one on each side of the central projecting wall. Each sign will be four feet by five feet for a total of 20 square feet. The detail for these signs is specified on Sheet 10 of 12. Staff, therefore, finds that this condition has been satisfied. F. CDOT Approval "By the time of the First Filing Final P.U.D. is before the Planning and Zoning Board for consideration, the applicant shall have obtained all necessary approvals from the Colorado Department of Transportation for the design, access, signalization, lane configuration, or any other aspect of design review for all impacts to the state highway system in relation to development of any portion of this P.U.D." Design of the improvements to the state highway system is contained within the Utility Plans. These public improvements consist of: • Re -alignment of the existing north frontage road. • New intersection of Mulberry and 12`h Street. • New right and left -turn lanes for the Mulberry/12`h Street intersection. • New left and right turn lanes at the Mulberry/Lemay intersection. • Lane widening, re -striping and new raised median. CDOT has been involved in the review of the Utility Plans since August of 1999, when the Final P.U.D. was first submitted for review. All aspects of the public improvements to State Highway 14 (East Mulberry Street) have been reviewed by CDOT and found acceptable. CDOT is prepared to issue the necessary State Highway Access Permits for construction of public improvements within the state highway right-of-way but only after the Final P.U.D. is approved and recorded. (Such permits contain a specific time period by which public improvements must be completed.) Staff, therefore, finds that this condition has been satisfied. 3. Design: Since Preliminary, there have been several specific refinements added to the P.U.D. that are now in detail form. These refinements are as follows: Mulberry-Lemay Crossings, Lot One, Filing One, Final P.U.D., #36-96D January 20, 2000 P & Z Meeting Page 5 C. Plaza Details for Retail Buildings C,D,E, and F These buildings are south of Magnolia Street and are not contained within the Lot One, Filing One Final P.U.D. This condition will be addressed at consideration of the Final P.U.D. for Lot Two. D. Mitigation of Outdoor Merchandising "At the time of submittal for First Filing Final P.U.D., and all subsequent Final P.U.D.'s, the applicant shall demonstrate how the visual impact of outdoor retailing, outdoor self-service machines or devices, or the use of such exterior machines such as food and beverage vending machines, automatic teller machines, reverse vending machines, recycle facilities (bins, dumpsters, containers), charitable depositories and the like is minimized so that the features called for in the Design Standards and Guidelines for Large Retail Establishments are in no way diluted, marginalized, or negatively impacted in any way." The original purpose of the information kiosk was to house any potential outdoor vending equipment. Thus large, illuminated beverage machines will be accessible but screened. In order to enforce this restriction on the placement of outdoor merchandising, Note Number 20 on the Cover/Data Sheet (Sheet 1 of 12) states: "The placement of all outdoor vending machines is restricted to the inside gf the kiosk. There shall be no outdoor display gffood or beverage machines or other self-service devices including but not limited to automatic teller machines, reverse vending machines, recycle facilities (bins, dumpsters, containers) charitable depositories and the like. " The Building Inspection and Zoning Division is empowered to enforce this restriction. Staff, therefore, finds that this condition of approval has been satisfied. E. Signs Prohibiting Truck Idling "At the time of submittal for Final P.U.D. for either Retail A,B, the plans shall include a detailed specification for two signs to be posted in the truck loading area. (For Retail A,B, one sign shall be posted on the north and south ends of the loading area.) Each sign shall be no less than 20 square feet and posted in an area clearly visible to all drivers. Signs shall be worded to the effect that idling engines are not allowed at any time of the day, and that drivers must turn off their engines while loading or unloading or waiting to do the same. Signs shall not be visible from Buffalo Run Apartments or the public right-of-way." • Mulberry-Lemay Crossings, Lot One, Filing One, Final P.U.D., #36-96D January 20, 2000 P & Z Meeting Page 4 B. West Elevation — Architectural Details "Architectural details for the west facade of Retail A,B meet the requirements of the Design Standards and Guidelines for Large Retail Establishments. At the time of submittal of any Final P.U.D., the applicant shall be required to meet the submittal requirement for a Final P.U.D. that states that final architectural elevations shall be provided to convey the exact architectural intent of the proposed improvements. In order to mitigate the remaining mass and length of the west fagade and to promote a human scale for pedestrians using the adjacent walkway, features such as, but not limited to, small retail stores, display windows, (merchandise, bakery goods, apparel, etc.), faux windows, picnic tables, moveable furniture, informational boards (for example the history of the area), murals, children's play equipment, art sculpture, and the like shall be provided." The architectural details for the west elevation are conveyed on Sheets 5 and 7 of 12. The west elevation has been upgraded since Preliminary. For example: • There are now three additional faux windows which are of a different shape than the original six shown at Preliminary. There will now be a total of nine. • There are now seven display windows located under the canopy. These windows measure five feet by eight feet. These windows will be dedicated for public, non- commercial display of information, exhibits and the like. The windows will not be used to display in-store merchandise. The Fort Collins Library has expressed an interest in acting as curator. • There are now three wall -mounted gooseneck light fixtures added to highlight the three new aforementioned faux windows. • There are now benches in addition to the seat walls. • There are now bike racks and a raised planter/seat wall added to the information kiosk. Staff finds that the architectural elevations are sufficient in detail to convey the exact architectural intent of the west fagade. The additional elements are found to upgrade the west elevation so that it is more detailed than the Preliminary P.U.D. The display windows, benches, seat walls and bike racks contribute to creating a pedestrian -friendly space, especially along the walkway that connects to Buffalo Run Apartments. Staff, therefore, finds that this condition of approval has been satisfied. • Mulberry-Lemay Crossings, Lot One, Filing One, Final P.U.D., 436-96D January 20, 2000 P & Z Meeting Page 3 "At the time of submittal for Final P.U.D., the applicant shall submit a Lighting Plan that includes a foot-candle analysis that measures lighting levels throughout the site, and include on the Landscape Plan the required documentation to demonstrate compliance with water conservation standards." A Lighting Plan was received with submittal of a Final P.U.D. In addition, manufacturer's specification sheets for each fixture were also included as supporting documentation and are attached to this memo. Lighting details are specified on Sheet 10 of 12. There are three kinds of exterior light fixtures: pole -mounted, building -mounted and bollard. All fixtures feature high pressure sodium as the light source. (High pressure sodium is more energy efficient and creates a softer color than metal halide.) This will match adjacent public street lighting thereby reducing contrast. The pole and building mounted fixtures are down -directional featuring sharp cut-off luminaries so illumination does not spill offsite. This is particularly important on the north side in order to protect Buffalo Run. The maximum pole height is 30 feet which is acceptable given the size of the parking lot. The maximum wattage is 250-watt which is not excessive. (For example, some parking lots are illuminated with 400-watt fixtures.) The average foot-candle is 2.3 with a low of 0.0 and a high of 10.0. The key is that along the shared property line with Buffalo Run, foot-candle measurements are reduced so light does not spill onto residential property. The lighting design is enhanced by the use of a decorative light fixture intended to complement the "warehouse" design. This fixture is informally known as a "gooseneck" and is similar to the lighting in front of the new downtown parking garage and the north side transit center, both located on North Mason Street, with one significant exception. The fixtures on North Mason Street feature the bulb extending downward below the fixture housing whereas on the subject fixtures, the bulb is contained within the fixture housing which is more effective in controlling light spillage. These goosenecks are provided in both pole -mount (12 feet) and wall -mount. With regard to providing data to demonstrate compliance with the water conservation standards, this information has been shown on the Landscape Plan (Sheet 3 of 12). The data indicate that there will be three distinct landscape categories: high water use (72.4%), low to moderate water use (22.5%) and low water use (4.9%). This breakdown complies with the Water Conservation Standards. Based on the information provided on the Lighting Plan and Landscape Plan, Staff finds this condition to be satisfied. • Mulberry-Lemay Crossings, Lot One, Filing One, Final P.U.D., #36-96D January 20, 2000 P & Z Meeting Page 2 five conditions of approval have been satisfied. The Final P.U.D. continues to satisfy the All Development Criteria and the absolute and variable criteria of the Community/Regional Shopping Center point chart of the L.D.G.S. Bicycle and pedestrian connectivity to the East Side Neighborhood is satisfied by a cash -in -lieu contribution to the City for design and construction of a bridge over the Poudre River. The Final P.U.D. satisfies the requirements of the Stormwater Department of the Fort Collins Utilities. The P.U.D. is feasible from a traffic operations standpoint. COMMENTS: Background: The surrounding zoning and land uses are as follows: N: C; Buffalo Run Apartments S: C; Vacant E: I; (County —Industrial) Retail, Auto Salvage, Welding Shop, Light Industrial W: CCR; Link `N Greens Golf Course Historically, the site has been part of a 51 acre irrigated agricultural field. The First Filing was annexed in 1995 as part of a larger 39 acre annexation that also included Buffalo Run Apartments. The Mulberry-Lemay Crossings Overall Development Plan was approved on March 24, 1997. Buffalo Run Apartments Final P.U.D. was approved on October 2, 1997. The Preliminary P.U.D. for the 42.98 acre community/regional shopping center was denied by the Planning and Zoning Board on November 5, 1998. The Preliminary P.U.D. was considered on appeal to City Council which upheld the denial on December 15, 1998. The project was then initiated to a vote by the general electorate. On April 7, 1999, the electorate voted to overturn the City Council denial and approve the Preliminary P.U.D., as conditioned by Staff. 2. Conditions of Preliminary Approval: There were six conditions of approval attached to the Preliminary P.U.D. These conditions, and their resolution, are summarized below: A. Lighting Plan and Water Conservation Standards ITEM NO. 11 MEETING DATE 11201200 STAFF Ted Shepard iiA - Citv of Fort Collins PLANNING AND ZONING BOARD STAFF REPORT PROJECT: Mulberry-Lemay Crossings, Lot One, Filing One, Final P.U.D., 436-96D APPLICANT: Mr. Mark Goldberg Goldberg Property Associates 1120 Lincoln Street, Suite 1101 Denver, CO 80203 C/o Mr. Steve Wilson CLC Associates, Inc. 8480 East Orchard Road, Suite 2000 Englewood, CO 80111 OWNER: Springer -Fisher Trust C/o Mr. David Hill 3500 J.F.K. Parkway Fort Collins, CO 80525 PROJECT DESCRIPTION: Request for a Final P.U.D. for a 194,456 square foot large retail establishment on 20.73 acres located on the east side of Lemay Avenue, between Lincoln Avenue and Magnolia Street (extended). Filing One is part of a larger community/regional shopping center which consists of a total of 42.98 acres. The P.U.D. includes the construction of two new public streets; Magnolia Street (extended) and 12th Street. The property is zoned "C" Commercial. RECOMMENDATION: Approval EXECUTIVE SUMMARY: The Final P.U.D. is in substantial compliance with the Preliminary P.U.D. Of the six conditions of Preliminary approval, five are applicable to Filing One, Lot One. These COMMUNITY PLANNING AND ENVIRONMENTAL SERVICES 281 N. College Ave. P.O. Box580 Fort Collins, CO80522-0580 (970)221-6750 PLANNING DEPARTMENT