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HomeMy WebLinkAboutDRAKE CROSSING SHOPPING CENTER (FIRST NATIONAL BANK DRIVE-UP) - AMENDED FINAL PUD ..... MARCH 10, 1997 P & Z BOARD HEARING - 35-96 - REPORTS - RECOMMENDATION/REPORT W/ATTACHMENTSHolland=StoneTM Holland -Stone To has the renowned durability of inter- locking paving stones, yet offers the old world charm of a simple brick shape in paving. A dry cast paving stone, so astonishingly simple in design, yet capable of meeting the demands of architects and designers for a beautiful, durable textured paved surface. This simple rectangular stone can be applied in a number of fascinating patterns (like the popular Herringbone pattern) to produce warm, luxurious textures. Mix these patterns with any of the available standard colors or combination of colors and you've got the potential for an architectural effect only your imagination can limit. Composition and Manufacture Holland-Stone'm is made from a "no slump' concrete mix. Made under extreme pressure and high frequency vibrations, Holland-Stone"m has a compressive strength greater than 8000psi, a water absorption maximum of 5% and will meet or exceed ASTM C-936 and freeze - thaw testing per section 8 of ASTM C-67. Installation 1. Excavate unsuitable, unstable or unconsolidated subgrade material and compact the area which has been cleared. Backfill and level with dense graded aggregate suitable for base material (typically 4-6 in. of compacted base for light vehicular and pedestrian traffic, increasing to 8-12 in. for heavy vehicular and industrial use) or as otherwise directed by Site Engineer/Architect/Landscape Architect. 2. Place bedding course of washed concrete sand conforming to the grading requirements of ASTM C33 to a uniform depth of 1-11/2 in. (25-38 mm) screeded to the grade and profile required. 3. Install Holland-Stone"m with joints approximately 1/8 in. (3mm). (Pavers with spacer ribs automatically provide minimum joint width.) 4. Where required, cut pavers with an approved cutter to fit accurately, neatly and without damaged edges. 5. Tamp pavers with a plate compactor, uniformly level, true to grade and free of movement. 6. Fill joints with sand. -For complete installation & specification details contact your manufacturer. Dimensions Height/Thickness 15/8" = 40mm' 23/8" = 60mm 31/8" = 80mm Length/Width Approx. 355/64" x 751/64' = 98mm x 198mm Quantity needed per sq, ft. approximately 4.66 pieces Holland 98 (40mm) - 720 pieces (155 sq. ft.) per bundle Holland 98 (60mm) - 480 pieces (103 sq. ft.) per bundle Holland 98 (80mm) - 384 pieces (83 sq. ft.) per bundle Applications: • General road construction • Parking lots • Gas stations • Driveways • Patios • Highway ramps • Highway rest areas • Bridge underpasses • Entrance areas • Industrial plants • Industrial yards • Factory streets • Rail tracks • Storage depots • Loading docks • Farm roads • Flooring in stables • Sidewalks • Terraces • Garden paths • Pool decks • Escarpment fortification • Beach promenades • Shore fortification • Tank roads • Erosion prevention • Protective surface for bridge "abutments" • Pedestrian malls • Roof gardens • Street medians "Holland 98 (40mm) is recommended for pedestrian applications only. Installation Patterns • kk NoteColors are shown as accurately as possible in brochures and samples, but H H H due to the nature of the Product. regional color preterenCeS and Variables in pnnt gASNEM1VEAVE PARERN HERRINGBONE PAr1ERN •S" reproduction, Colors may not match exactly. For best results in maintaining color consistency, pavers must be Installed from several cubes at a time. Efflorescence. a Printed In U.S.A. ®1989 UNI-GROUP U.S.A. whirish, powder -like deposit, may appear on concrete pavers. This is o natural occurrence in any concrete product and will usually wear off over time, MANUFACTURERS OF GQ CONCRETE PAVERS SALES OFFICES: 1-800-PAVE-PAVE (National) • 1-800-580-PAVE (Texas Only) Fr- ���CO AUSTIN,DALLASTX WORTH, TX (512) 481-7245 LAN VER, CONV (800) 289-2562 HOUSTON, TX (713) 397-PAVE PHOENIX, AZ (602) 2574588 AUSTIN, TX (512) 346-7245 DENVER, C(800) 289-2562 KANSAS CITY, MO (816) 524-9900 CINCINNATI, OH (513) 474-3783 MODULAR CONCRETE BEAUTY The Original. The Best.' fO a 4 +Y it Holland -Stone'" Four styles of steel bicycle racks are offered in the CycLoops family. Original CycLoops have become a time -proven favorite of the design community for providing attractive security for five through 13 two wheelers. TimberForm CycLoops Original CycLoops Model 2170-5 Super CycLoops employ hefty 41/2" integral loops providing for the diameter continuous steel pipe with attachment of one bicycle per loop. integral smaller pipe dividers Wall CycLoops are single loops of permanently welded in place. steel pipe which are sidewall mounted Bollard CycLoops are domed top on building facades or retaining walls. steel posts with one, two or three Length Width Height Maximum Bikes Mounting Pipe Size 3' 3" 3" 3' 0" Five See Betow' 2.375" O.D. 2170-7 5' 3' 3" 3' 0" Seven See Below' 2.375" O.D. 2170-9 7' 3" 3" 3' 0" Nine See Below* 2.375" O.D. 2170-11 9' 3' 3" 3' 0" Eleven See Below* 2.375" O.D. 2170-13 11' 3" 3" 3' 0" Thirteen See Below* 2.375" O.D. Supplied as standard for embedment (permanent) mounting. *-Pi Add this suffix for pedestal (fixed surface) mounting option. -C Add this suffix for CASPAX-7 color coated version. Indicate color or color number. -G Add this suffix for galvanized version. -S Add this suffix for stainless steel version. Material: Schedule 40 steel pipe. Options: Mounting method and color -coated, galvanized or stainless steel finish. Notes: ' Pedestal mount option includes matching base cover (anchor bolts by others). A separate four page brochure with detailed CycLoops specifications is Rft fma fim available from your regional TimberForm Site Complements 2170 9 representative or from our design 2170-5 2170-7 headquarters at Portland, Oregon. Raw RRRMI Drawing scale, 3116"= 1' 2170-11 2170-13 TimberForm CycLoops Model Length Width Depth Maximum Bikes Mounting Pipe Size Wall CycLoops 2174 1' 2' 2" 4" One Wall Face 1.315" O.D. -C Add this suffix for CASPAX-7 color coated version. Indicate color or color number. -G Add this suffix for galvanized version. -S Add this suffix for stainless steel version. Material: Schedule 40 steel pipe. Options: Color -coated, galvanized or stainless steel finish. Notes: Wall mounting bolts by others. ® I 2174 Vertical Horizontal Diagonal The Bike Rib° SPECIFICATIONS 1.25" (1 5/8" o. FINISH OPTIONS Schedule Steel P black wrinkle. Imo Plastic Coating: _ A kind to the bike finish (soft to the touch). color: black. Other colors available. • Statmess steel: A 11/2", T.304 stainless, .083" wall/14 gauge tubing with 14 (brushed) to 17 (polished) finish is available. MOUNTING OPTIONS SURFACE MOUNT MODEL BR2-1 MODEL BR2-2 Rectangle Base Plate Round Base Plate (6- x 2- x 1/4') (6' x 1/4') Drill four 1/2' d. holes approx. 2' deep, then insert anchors and attach rack with bolt (bolts and anchors available). mction First Bike Security was established to ,courage bicycle use as a transportation ernative to automobiles. Our goal is to -ovide products that support cycling. Function First Bike Security P.O. Box 44137 Tucson, AZ 85733-4137 (520) 322-9626 Fax (520) 326-4801 other sizes and dimensions available. INGROUND MOUNT MODEL BR2-3 MODEL BR2-4 (Imbedded) (Inground) Bike Rib°drops into sleeves The rack is left long to imbedded in concrete, and is accommodate core drill anchored with epoxy. or below grade Installation (4'-12'). MODEL BR6 60'long MODEL BR8 84'long MODEL BA 120'long x 1" 16" nnel ATTACHMENT DETAIL GROUPING OPTIONS The Bike Rib" Bike Rack is a series of Bike Rib's connected to bottom rails. Model numbers correspond to the number of bikes each rack holds. See Attachment Detail and Surface Mount instructions. Other sizes and configurations available on request. PLACEMENT SUGGESTIONS for the Bike Rib° o' The Bike Rib® bike B F rack provides e optimum flexibility g in site orientation. It can be positioned in many ways— In parallel (as illustrated), end to end, at a 45 degree angle, in groups (see above right), or dispersed k around a building. : 24' from parallel 24'-30' a an wall or object ® Printed on Recycled Paper r � le-LoZM oice. III0 II 7. w 4!✓w iiwf 1 - �d :�jt r ,s• off-" L", Q`,:ry.xr /me'µ;, dY• •r"' # �" 1 "Y; e''� \ �v.N0� P. J�Ar�' LZj1 r "-� �} �Ytt K The� B &e I The Bike' Rib"s !user-friendly di lock -up of bike frame and wheel. j organized and efficient bike parkii fits where other racks won't and 1 flexibility in site orientation. FUNCTION BIKE SECURITY ^r 1 jjff11 ih a � + I 1 Making Bike I r ►� 1 I -11 0 3 cn z Litter Receptacle: ash pan Gpt,m Later Receptacle ven�l strap panel We Ordering Guide 2 Luminaire Model Electrical Module Finish Electrical Mode Note: See page 4 for UL and CSA certification for line voltages below. VR B1 /100M H 120/BL-P Electrical Example: Single Function Luminaire - Aluminum Shaft Lamp Mode Mode Line Line Max. (Lamps by others) Cat. No. is Watts Amps. Lunninaire Concrete 70HPS120 120 91 1.45 Model Electrical Module Finish Finish 70 Watt Coated 70HPS208 208 91 0.85 VRB1 C/100MH120/BL-P/CH-C High Pressure Sodium 70HPS240 240 91 0.75 Example: Single Function Luminaire - Concrete Shaft El Medium Base 70HPS277 277 91 0.65 70HPS347 347 91 0.62 Concrele 100HPS120 120 130 2.20 Model Finish 100 Watt Coated 100HPS208 208 130 1.27 VRBC/CH-Ci High Pressure Sodium 100HPS240 240 130 1.10 E17 Medium Base 100HPS277 277 130 0.85 Example: Unlighted Concrete Bollard IOOHPS347 347 130 0.70 70 Watt Coated 70MH120 120 90 1.80 Metal Halide 70MH2O8 208 90 1.00 Lurninaire Finish (aluminum shaft finished to match) ED17 Med. Base 70MH240 240 90 0.90 Super TGIC thermoset polyester powder coat paint. 70MH277 277 90 0.80 Note: Black and Dark Bronze colors will produce slightly less louver 70MH347 347 90 0.65 brightness than Light Gray or White. See page 8. 100 Watt Coated 100MH120 120 129 2.60 Cat. No. Color Metal Halide 10OMH2O8 208 129 1.50 BL-P Black. ED17 Medium Base 10OMH240 240 129 1.30 DB-P Dark Bronze. 10OMH277 277 129 1.15 LG-P Light Gray. 10OMH347 347 129 0.90 WH-P White. 100 Watt 1001NC 120 100 0.83 Concrete Finish Incandescent, A21 I.F. Available colors are integral in concrete mix. See page 8 for Medium Base suggested combinations of concrete and luminaire finishes. 32 Watt 32PL120 120 35 0.30 Cat. No. Color Compact Fluorescent 32PL277 277 35 0.13 CH-C Charcoal. GX24q-3 Base BR-C Brown. NG-C Natural Gray. Note: For lamp/ballast information outside of the U.S.A. and WH-C White. Canada, please consult your local Kim representative. VRB1 VRB1 C VRBC •3(" or 36" overall height available. Consult Kim representative. BASE PLAN BASE Pura 6" VRB1 6• VRBICNRBC . — 33h" Conduit 8' Dia. Opening (VRB1C Min only.) Minimum o 0 ''.. Height Above ,y = Grade . 42' 42' _ •42' `` - Maximum 3a/: 5' o o Maximum Height Conduit Bolt 9W Height Above 36" Opening Circle Grade 8' Dia. Bolt Circle Above Grade Light ;:Q Diameter Diameter Center y Height 16" Maximum Burial Depth Fy A *--1 VAnchor Bolt _�0.' .^ �. 0. ... ^:.. .� ... • - Projection Kim Lighting 5 Single Function Luminaire - Aluminum Shaft Single Function Luminaire - Concrete Shaft Unlighted Concrete Bollard Specifications: VRB1 Certification shall be Underwriters Laboratories listed (for 120, 208, 240 and 277 Volt only) and Canadian Standards Association certified (for 120 and 347 Volt only) for wet locations. Top Cap shall be a one piece aluminum casting 3/,s' minimum thickness, secured to louvers by concealed alien screws in keyhole slots. For relamping access, alien screws shall not require com- plete removal. Louvers shall be a one piece aluminum casting with vertical sup- port ribs at 90' intervals. Horizontal louver blades shall have a 13/4' depth, a 65' upward pitch and provide light source cutoff above horizontal. Louver casting shall be secured to shaft by four internal tie rods. Lamp Enclosure shall be one piece tempered molded glass with internal flutes and full gasketing at bottom edge. Socket shall be porcelain medium base rated 4KV for H.I.D. and incandescent. Fluorescent is plastic. Fixture Head shall allow flow -through ventilation around and above the lamp enclosure. Shaft shall be one piece extruded aluminum, .125' wall thickness with a heavy cast aluminum twist -lock anchor base concealed within the shaft. Concealed set screws shall lock shaft onto the cast anchor base. Ballast shall be high power factor for -20°F. starting, factory mounted to the anchor base and prewired. Wiring shall be supplied from the socket for field connection to the prewired ballast components. Anchor Bolts shall be four 3/e' x 10' + 2' zinc plated L-hooks, each with two nuts, washers and a rigid pressed board template. Finish shall be Super TGIC thermoset polyester powder coat paint applied over a chromate conversion coating. Available colors are black, dark bronze, light gray or white. - _ Specifications: VRB1C same as VRB1 except: Shaft cement shall conform to current specifications for "Portland Cement." ASTM C150, Type I or II. Aggregates shall meet current requirements of "Specifications for Concrete Aggregates," ASTM C33. Water shall be clean and free from deleterious amounts of silt, oil, acids, alkalies or organic materials. Wire for reinforcement shall conform to ASTM A185. Steel for lugs and plates shall conform to I ASTM A36, or A283 grade D. Ballast shall be high power factor for -20OF starting, factory mounted to a rigid harness for field wiring and suspension from fixture within the concrete shaft. Surface shall be medium sand -blasted with anti -graffiti sealer. Available colors are Charcoal, Brown, Natural Gray or White, integral in concrete mix. Cure and Strength shall allow for completion of the hydration process, and result in a 28 day compressive strength of not less than 4,500 psi. Manufacture shall be by fiberglass molds to insure uniform parts. Mold parting lines may be slightly visible in finished parts. Anchorage shall be by four steel mounting tabs for installation on four ''/2' x 10' + 2' zinc electroplated L-hook anchor bolts. Each anchor bolt is supplied with two nuts, two washers, and a rigid pressed board template. Shipment shall be palletized with adequate hold-downs to prevent �- - load movement in transit. Specifications: VRBC same as VRB1C except no fixture, electrical elements or conduit openings. Warning: Fixtures must be grounded in accordance with local codes . = or the National Electrical Code. Failure to do so may result in serious personal injury. 4 Kim Lighting M�p tsY;tY AUTO RELATED :AND ROADSIDE COMMERCIAL POINT CHART.D ... . For All Criteria. Applicable Criteria Only is the IV . Criterion Criterion Applicable Circle the Multiplier Points Earned Maximum Applicable Yes .. No. Correct Score Points a. Not at Two Arterials X X 2' 0 2. 4 b. Part. of Planned Center_ `: _ .._X.:.:_.._.. X 2 ..0 3 (� 6, . _. . c. On Non -Arterial X ... ` .:. X ..2, 0 .4 8 8 d. Two Acres or.More X X 2 0 3 6 e. Mixed=Use _ X. X 2 0 3 D. 6. f. Joint Parking 1, 2 0 3 Co g. Energy Conservation X 11213140 2 p. 8 h. Contiguity X X 2 0 5 10 i. Historic. Preservation. 1 2 0 2 j. 1 2. 0 k. 1. 2 0 I. 1 2 1-01. Totals -54 Gjt� v A Percentage.- Earned :of. Maximum Applicable Points V/VI = Vil (o�j Land:Development Guidance System for Planned Unit Developments The, Ci of Fort.Collrns;,Colorado, Revised l larch 1994 - :7t1 :S ....... . .. i_ d ...... 4, U there direct vehicular and l5ed e_sirij��ess bet ween on-s te ki existing ------ or future - - off -sit I e - D . a . rkin .. g areas which- than 1 par . ng areas arid Adjacent contain more an ten (10) spac6s9:.,.­. g. Does the activity reduce non-renewable' tj&6' li energy. usage theapplicationof alternative energy, systems or through energy conservation me3sdrts bey6fid ose no Eniigy Code as adopted by theC* in Appendix for City? Refer to ii�n or energy conservation e use for calculating energy conservation o to, h. Is thepro ject located With at least onesixth(116) Of its con property bound urban deveinnment-) boundary contiguous to existinz 4LaDevelopment Gmdaace System for Planned Uad Developments ; a elm NEQ; �a-�1 aVaa+.� �1SLlJe Uti' �Itilr ACTIVITY: Auto -Related and Roadside Commercial. DEFINITION: Those retail and wholesale commercial activities which are generally considered and typically found along highways and arterial streets. Uses include free-standing department store's;rauction rooms; automobile service stations, repair facilities; car washes; boat, car, trailer; motorcycle showrooms, sales, and repair, fuel and. ice sales; greenhouses and nurseries; warehouses and storage; repair or rental of any article; exterminating shops; drive-in restaurants; adult book stores; eating places with adult amusement " or entertainment; adult photo studios; adult theaters; any uses intended to provide adult amusement or entertainment; and, other uses which are of the same general character. CRITERIA: Each of the following applicable criteria must be answered. "yes" and implemented within the development plan. Yes No N/A 1. Does the project gain its primary vehicular access from a street other than ❑ South College Avenue? 2. Are all repair, painting and body work activities, including the storage of ❑ ❑ refuse and vehicle parts, planned to take place within an enclosed structure? 3. If the project contains any uses intended to provide adult amusement or ❑ ❑ entertainment, does it meet the following requirements? a. Is the use established, operated or maintained no less than 500 feet from a residential neighborhood, church, and/or school meeting all of the requirements of the compulsory education laws of the State of. Colorado?; b. Is the use established, operated, or maintained.no less than one thousand (1,000') feet from another similar use? 4. DOES THE PROJECT EARN AT LEAST FIFTY (50%) PERCENT OF {] THE MAXIMUM POINTS AS CALCULATED ON POINT CHART "B" FOR THE FOLLOWING CRITERIA? a. Is the activity located other than at the intersection of two arterial streets? b. Is the project contiguous to and functionally a part of an existing neighborhood or community/regional shopping center, office, or industrial park? c. Is the primary access to the activity from a non -arterial street? d. Is the project on at least two (2) acres of land? e.. Does the project contain two (2) or more significant uses (for instance retail, office, residential, hotel/motel, or recreation)? Land Development Guidance System for Planned Unit Developments The City of Fort.Collins, Colorado, Revised March 1994 68 - rc IM M a- a �tritre- C1e •Faf- .ALL DEVELOPMENT CRITERIA I,APPLICAEL5 CRITERIA ONLY Is :`e c-encn Will the =eric a C;Itcaclei I De safisfiee� . CEITE�ION - - - s<IYes lNo If nc, pie2sz ex -lain Al. COMMUNITY -:VIDE CRITERIA I 1.1 Solar Ona mation I f I I I I 1.2 Comorehensive Plan 1 I I I I I 1.3 Wildlife Habitat 1.4 Mineral Deposit -cclocically Sensitive Areas I r_szr;e� I I 1.8 L_nds -If Acricultur2l Irroor,ance I ,a I I I 1.7 =nerd Conservation I ixi I .S AIr Quality 1-C-- Water Quality 0 ,.vice anc v`/aste I I I 1 11 ,/U=i rr-onseryaiion IBC I 1.12 Residential Density I I I I ?. NEGHEORHO-C.COfv1PATIEILITY CRITERIAI I G. i �%=r11CJlaf. Pedes,r,an. Bike Transocration 2 2 Euiicinc P!ace:':ent and Ori=nt=ticn I I I I 13 !Natural Features I I IpGI I Venlcular Circuiaticr ant- P=rk r e, i 9 ; nm- x, moil ... Iul F-7 . . . ...... ... ... A2 MPSHIRE 'OURT 3DMSION 4 IPSHIRE :OURT IDMSION A r RI ,I?MFH MAR aLui r.fr• GENERAL NOTES \ Aalr 1 lases I.R nlJtlq Fllaan AN. eM.Am N[u to R eL-ssnm N Rlpo FM nANp/ elJ[OINl eS. a NJ ftllaun AaY N[w flµl R wlwnA rq M Wlplaa rA1-n• frwLAte 1nrtY. Na RMI Y1R]lµ N AM ILA M1y nµ1 /( NK.LRe L M W 0 AS Ll ILgILq 1 A! MRIA Rpllgl fYtty N M M[N flµl R RIggA If RLpll. l A! Al N µl IMOJLMID MLK 1l Wl.Vla TM J MLa31 A:µl R N4M%A II f11L W,K 1 w. lA1 p PYbL Iq Ipq fJ /1, A[ Y!u Mµa a MR➢ t J VCCTAgf, tLLap n a HIM p 1 ak m l A L II/JP n T[ RMfNA pI.W IG IWIA Iwp ILL YIRR. a IgLt (MMp� Y RMI R[I!J µpllA[t11A11 Y ('Y.IgA wwAA f6•slgKRµ 4 KYWA II Lq M4glY MU RMI wvy.V{In. 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LwK lyw aworq rovAm.l - -T7 qTq wI—I8(f1t<71�17.I7FiLvI6 \ --------------------------------- HAMPSHIRE POND )ND P.U.D. AON lr.lr .[! wulm ♦YYµI a-aAl' (NL••.1 __ .� cocln w•e I cowcMR ...w.w•.. w.ni ,---------T--ttif •.^Al .' R .-1/)• /, (r).•Ynl RCO•K 1•••0 1 / RAL 'j Iy[ L4wgquLnl a.a.m Ib I/, Ilrnl MLA, cLN�wv. aF.n I I 13 I Is Ia••) a LmgL Lo•w nl-IQ•wl I (>yKRA P (Im,,.l .N(1 R e4[ AfUAtIe IA1 .l Al Y. -- L1nsL,Yy VI r.MNC •• • • ns. T. wR..•o-n — ' .. — Vd rr.cnl soa - •ro(c.rt AK•I• F �/ I.nsm< cA w R, Mlyllq't Y1pK•m.s �JCim 1100 is .-� 3� S.il, S.A rK sLMRaa u K♦InA mu ro w.aR °'°' mlw p 'iinFWAI eo:o. - .,. C-as K IRIYNo m w•M.K o+Yr-p /PARKIN I� ANr rH CROSSW.I K kl[RETE BASE mp o.oy o N COMPACTFIJ GRA I RAC ..e-e33e 2 STUDIOS VICINITY MAP In�NI A I s+R�F��r�n�r• LANDWAPE PLAN .......... I.�.._ 2OF3 r HAMPSHIRE l COURT SUBDMSION I I I 1 I I' HAMPSHIRE COURT SUBDIVISION O I P RIVAIE DRIVE • VNM 061. • , W11 nuP<lbl 1�� py� t 1 em" SW vWL cGw-oul /' IwY. u.•o.. Lwm' � �. 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IfofN[a-efts GENERAL NOTES ' 1. K[ WN) IVNy Lp U3fM1 U .LL Iµ1W.I3. .Or .Nwl rp Sq.y.l fAm l' Y.[pq 1'[q0 Ywl Iq [.U[0 Meh ()0'1 hn l MI Ydll nWl LOYI3. qin M L:h M IOLI LA)y py pppp 1. M\ LOdIy y yp,p y0,..20 WL•MnC.Y IgNugl 2 10 f KMh40 Iqr Il.�t ,l[. XI IMM (H n4 L1I I3IY. .eM11 M1- Nllln KUII 43 CO.6gy2 yp g31Y ).2 tl �pgpT ywm�_ 3 n( Y.r[II U n4 X� 1411M OI nK yf[ RNL ��L••' tl1Y.) )LCLII M[ LMllpp .rp R3)9CILb tl -wRRTIZ•IRIIq[�� IOf UWn:{p n( InOlillh r3 UXIN[0 NMW ' 4m4p1y00 nwl IIL qn(.3 yp rpOq lOnl y 4m1Y y n( VR Igl[Ir y [L )yy r• C L 3 IL)) ML LIfw:N 1[.Ip µ p ye0 y)I -��}IIt101Y1 gG314I6r KI ql(o n Mn � t .rr Ler..c Lqu[ y M Lur o rul . nn Lg1.2. cgnwo, �c FM1AL wm PLAN .•31...... . M 10F0 G`o Geo e PA ITEM rp City of Fort Collins regional detention Fellowship Bible Chureh VICINITY MAP <: 01/06/97 #35-96 Drake ,Crossing :Shopping Center.,,,.,,-,,. " 1st National; Drive=upBanking Facility, s No Text First National Plaza (formerly Drake Crossing Shopping Center PUD), Bank Drive -Up Facility - Amended Final - #35-96 February 24, 1997 P & Z Meeting Page 5 Staff recommends approval of the First National Plaza (formerly Drake Crossing Shopping Center PUD), Bank Drive -Up Facility - Amended Final - #35-96, with the following condition: 1. The Planning and Zoning Board approves this planned unit development final plan upon the condition that the development agreement, final utility plans, and final PUD plans for the planned unit development be negotiated between the developer and City staff and. executed by the developer prior to the second monthly meeting (April 28, 1997) of the Planning and Zoning Board following the meeting at which this planned unit development final plan was conditionally approved; or, if not so executed, that the developer or the City staff, at said subsequent monthly meeting, apply to the Board for an extension of time. The Board shall not grant any such extension of time unless it shall first find that there exists with respect to said planned unit development final plan certain specific unique and extraordiriary circumstances which require the granting of the extension in order to prevent exceptional and unique hardship upon the owner or developer of such property and provided that such extension can be granted without substantial detriment to the public good. If the staff and the developer disagree over the provisions to be included in the development agreement, the developer may present such dispute to the Board for resolution. The Board may table any such decision, until both the staff and the developer have had reasonable time to present sufficient information to the Board to enable it to make its decision. (If the Board elects to table the decision, it shall also, as necessary, extend the term of this condition until the date such decision is made.) If this condition is not met within the time established herein (or as extended, as applicable), then the final approval of this planned unit development shall become null and void and of no effect. The date of final approval for this planned unit development shall be deemed to be the date that the condition is met, for purposes of determining the vesting of rights. For purposes of calculating the running of time for the filing of an appeal pursuant to Chapter 2, Article II, Division 3, of the City Code, the "final decision" of the Board shall be deemed to have been made at the time of this conditional approval; however, in the event that a dispute is presented to the Board for resolution regarding provisions to be included in the development agreement, the running of time for the filing of an appeal of such "final decision" shall be counted from the date of the Board's decision resolving such dispute. First National Plaza (formerly Drake Crossing Shopping Center PUD), Bank Drive -Up Facility - Amended Final - #35-96 February 24, 1997 P & Z Meeting Page 4 the land use in this location, not the design of the project. The drive -up facility across from a residential neighborhood is considered by the neighbors to be a noxious, auto -intensive use that will not allow for a safe pedestrian -automobile interface. They would prefer that this land use be located within the shopping center or someplace else. Minutes of this neighborhood meeting will be available no later than the week prior to the Planning and Zoning Board public hearing on March 10, 1997. A second meeting involving the First National Bank, the neighbors, and City staff has been scheduled for 7:00 p.m. the evening of Thursday, February 27, 1997 (at the bank's new walk-in facility in the shopping center), to attempt to find some middle ground and a mutual agreement on the bank's proposal. 5. Transportation: Access to this facility will be from Hampshire Road via an existing driveway into the shopping center. The two existing curb cuts from the driveway will remain, providing a circuitous route through the site. 6. Resource Protection: There are numerous deciduous and evergreen trees in the landscaped areas along West Drake Road, Hampshire Road, and the driveway into the shopping center that will be retained. FINDINGS OF FACT/CONCLUSIONS: In evaluating the request for the First National Plaza (formerly Drake Crossing Shopping Center PUD), Bank Drive -Up Facility - Amended Final, staff makes the following Findings of Fact: It scores 63% on the Auto -Related and Roadside Commercial Point Chart in the LDGS. This exceeds the minimum requirement of 50%. It meets the All Development Criteria in the LDGS. It is included in the Residential Neighborhood Sign District. RECOMMENDATION: First National Plaza (formerly Drake Crossing Shopping Center PUD), Bank Drive -Up Facility - Amended Final - #35-96 February 24, 1997 P & Z Meeting Page 3 its primary access from a non -arterial street (Hampshire Road is a collector); d) providing joint parking between this site and the shopping center; and e) contiguity to existing urban development. 3. Desian: Architecture: The building will be a 1-story structure 12'-6" in height, with a fabric covered canopy extending approximately 6' above the building. The total height (to the ridge line of the canopy) will be 19'-0". This canopy will extend from the east facade of the building approximately 39' to the west to cover all of the drive -up and ATM lanes. The building facade will be a brick to match the existing brick on the shopping center. Landscaping: The landscaping will consist of deciduous, ornamental, and evergreen trees; deciduous and broadleaf evergreen shrubs; and a large variety of perennial flowers and ornamental grasses. There will be shade and evergreen trees along the two street frontages. Planting beds will surround the drive -up lanes and they will include ornamental and evergreen trees, with a variety of shrubs and perennial flowers as understory. The center aisle between the drive -up lanes and the parking area will contain a variety of shrubs and perennial flowers. Parking: There will be 28 parking spaces provided on the east side of the site, between the drive -up bank and the main shopping center. The drive -up banking facility will have minimal parking needs, with only 3-4 employees working at any given time. Signage: The property is included in the Residential Neighborhood Sign District and, therefore, is subject to the regulations of the City of Fort Collins Sign Code. 4. Neighborhood Compatibility: A neighborhood information meeting was held on February 13, 1997 at Blevins Junior High School. There were 12 neighbors, representatives of the bank, the bank's consultants, and City Planning and Transportation staff in attendance. The concerns expressed are about 1 First National Plaza (formerly Drake Crossing Shopping Center PUD), Bank Drive -Up " 1 Facility - Amended Final - #35-96 February 24, 1997 P & Z Meeting Page 2 COMMENTS: 1. Background: The surrounding zoning and land uses are as follows: N: BP; existing neighborhood shopping center (First National Plaza [formerly Drake Crossing]) S: rp; existing multi -family residential (Hampshire Pond East) E: BP; existing neighborhood shopping center (First National Plaza [formerly Drake Crossing]) W: RP; existing single family residential (Hampshire Court) The property was annexed into the City with the Brown Farm Annexation in June, 1971. The Planning and Zoning Board approved the Drake Crossing Shopping Center PUD, 1 Phase One - Final on March 22, 1982 for 113,718 square feet of commercial space on 14.15 acres. The Planning and Zoning Board approved the Drake Crossing Auto Center PUD - Final on July 23, 1984 for a 3,000 square foot car wash/gas station on 0.90 acre. The Planning and Zoning Board approved the Shops at Drake Crossing, Tract C - Final on May 19, 1986 for 24,533 square feet of retail uses on 3.71 acres. 2. Land Use: This is a request for approval of an amendment to the final PUD for the First National Plaza (formerly the Drake Crossing Shopping Center PUD). The request is for a banking facility containing 3 drive -up lanes, 1 ATM access lane, and a 424 square foot building to be occupied by 3-4 employees of the bank. The site is located at the southwest corner of the existing shopping center (at the northeast corner of West Drake Road and Hampshire Road). This request was evaluated against the Auto -Related and Roadside Commercial Point Chart and the All Development Criteria in the LDGS. It scores 63% on the point chart (exceeding the minimum requirement of 50%), earning points for: a) being located other than at the intersection of two arterial streets (West Drake Road is an arterial, Hampshire Road is a collector); b) being part of a planned center (First National Plaza); c) gaining ITEM NO. 2 MEETING DATE.z'i� STAFF Steve OltC06!�!s (�»:}uryvetk Citv of Fort Collins PLANNING AND ZONING BOARD STAFF REPORT PROJECT: First National Plaza (formerly Drake Crossing Shopping Center PUD), Bank Drive -Up Facility - Amended Final - #35-96 APPLICANT: NWS Studios 12526 East Amherst Circle Aurora, CO. 80014 OWNER: Drake Crossing Limited Partnership (land) 621 17th Street, #1900 Denver, CO. 80202 First National Bank (building) 205 West Oak Street Fort Collins, CO. 80521 PROJECT DESCRIPTION: This is a request for approval of an amendment to the final planned unit development (PUD) for the First National Plaza (formerly the Drake Crossing Shopping Center PUD). The request is for a banking facility containing 3 drive -up lanes, 1 ATM access lane, and a 424 square foot building to be occupied by 3-4 employees of the bank. The site is located at the southwest corner of the existing shopping center (the northeast corner of West Drake Road and Hampshire Road) and is in the BP - Planned Business Zoning District. RECOMMENDATION: EXECUTIVE SUMMARY: Approval with a condition This request for amended final PUD approval: * Scores 63% on the Auto -Related and Roadside Commercial Point Chart, exceeding the minimum requirement of 50%, in the Land Development Guidance System LD S ; * meets the All Development Criteria in the LOGS; * is included in the Residential Neighborhood Sign District. lqt7 COMMUNITY PLANNING AND ENVIRONMENTAL SERVICES 281 N. College Ave. P.O. Box 580 Fort Collins, CO 80522-0580 (970) 221-6750 PLANNING DEPARTMENT