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HomeMy WebLinkAbout638300221640890263) 2.-05217A F3ozeman Ga-teway , MINOR 'MODS TO,PUD' r - - 2$.8=0 Technol'o ' r _,gy }31vd Vest # Nlitche'I Dev,elopmenh G=ouF Angus€ U1 , iaT d N O U� (V v D E 4 • FILE REVIEW SHEET r ti ADMINISTRATIVE PROJECT DEOISION wiout.DEVIATIONS 7,6 S?-1`71a— File Name: 6 b :;L 4� Number: ReferencZ-10192, I-10007, I-08008, P-07035, E-07004, P-06032, Z-06042, I-06003, Z-05269, P-05049, Z-05217, Z-04313, P-04063 DaTe Da le Due I Done I Done By N/A lAcceDt for inliial review letter 15 WorKing oafs after appiicailon id..adiine..i IAgegUaie Tor CofltlnUeo reVl°W letter 1'20 Worklno Ga`,'s after aDDII:aiion I 9 I I Ideadiinel IDRC initial week reviewi.oubiic comment period begins I p J.7 I IDRC second week, review IDRC final weer: review iGr�rr nrJTinp 1nJt !eCr• t'nnr� V Jr mnro than Av +r�niii�inn n-pJ�v nn*,pro tie I lend or the oublic comment Deriodl I IPranninc Director siar reDort cue IPianning Direcior dec!sion (.within 10 working days after close of the loublic comment Deriodl Fina, aooroval ietier to aDolicani and interested cariies i Recommended I Recommended Approval Recommended Approval with Conditions Denial Date NIA IDRC action BOZEMAN PLANN I NG 'ANU 130 Proiect Activity Log 0�1L City of Bozeman ,1 Department of Planning and Community Development COMMUNITY DEVELOPMENT —Project Name: l =File Number: Date Activity Log Staff Staff:Hours Cumulative Members(s)I Hours a t Joe Cobb • Real Estate Broker Cobb Realty Group (406)579-2999-Direct 2880 Technology Bivd.West Ste.195 (866)848-4617•Fax Boumao,Montana 59718 Located!n the Morison Molerle BuUding The Bozeman Gateway Development BOZEMAN GATEWAY SUBDIVISION NH ROSAUERS SITE PLAN BLOCK 2 OF PHASE I OF BOZEMAN GATEWAY SUBDIVISION P.U.D. e w. Main St LOTS 1,2,3,4,5,6,7 AND OPEN SPACES 2 AND 3 Babcock St. i' f CITY OF BOZEMAN,GALLATIN COUNTY,MONTANA ZONED:B-2 ADJACENT 6 ZONING:BP,B-2,PLI,&A-S._ ❑❑ LEGEND ❑❑ U.S. 191 W. Coleoe st SCHEDULE OF DRAWINGS °°"°BETE t ��^ SHEET NUMBER DESCRIPTION CVR COVER SHEET 6"MINUS SUB-BASE ,. C-1 ROSAUERS SITE PLAN Ias C-2 ROSAUERS SITE GRADING & DRAINAGE PROJECT C-3 ROSAUERS UTILITY PLAN 1 1/2" MINUS CRUSHED GRAVEL AREA v Lincoln Rd. ----� C-4 ROSAUERS LIGHTING PLAN D-1 DETAILS 1 $ ] i 1 GROUND SURFACE (( D-2 DETAILS 2 �1 1 L-1 ROSAUERS LANDSCAPE PLAN 0 L-2 ROSAUERS LANDSCAPE PLAN oHP OVERHEAD POWER A3.1 ROSAUERS ELEVATION PLAN EXw EXISTING WATER Stuck Rd. ROSAUERS FIXTURE PLAN Y EXS EXISTING SEWER W PROPOSED WATER SS— PROPOSED SEWER 11hVICINITY MAP Sp PROPOSED STORM SEWER NORTH NO SCALE G GAS LINE CITY LIMITS (TAKEN FROM C.OB. FEO BURED FIBER BURIED TELEPHONE j INTERACTIVE GIS MAP 5/1/06) / BOUNDARY AND/OR PROPERTY.LINE GENERAL NOTES —x-X FENCE LINE I. All construction work on.this.project shall be completed in accordance with Montana Public Works Standard ————— EASEMENT LINE Specifications, Fifth Edition, March,.2003 MPWSS and City of Bozeman Modifications to the Montana Public Works Standard Specifications. SECTION LINE OR DLC LINE 2. The Contractor shall restore all roadway surfaces to equal or better condition than existed prior to excavation, - CENTERLINE as determined by Owner and the Engineer. ABBREVIATIONS CONTOUR 3. The location, depth and size of existing utilities shown on these plans is approximate. The Contractor shall field ALUM ALUMINUM OHP OVERHEAD POWER verify the existence, location, depth, size, line and grade of existing utilities connections prior to construction. The I CAP APVD APPROVED PC POINT OF CURVE Contractor shall-be solely responsible for any,damage to the existing facilities due to failure to locate or provide PL proper PLATE,PROPERTY LINE protection when locatiorr'is known. t� GATE ASPH ASPHALT PROP PROPERTY o FOUND SURVEY MONUMENT AVG AVERAGE PT POINT, POINT OF TANGENCY 4. The contractor shall adjust all valve boxes,.curb boxes, and manholes to final grade upon completion of all ° SURVEY CONTROL POINT ® AT PVC POLYVINYL CHLORIDE construction. -Any boxes or manholes damaged or otherwise disturbed by the contractor or any subcontractor shall ® FOUND SURVEY MONUMENT BOX BM BEAM, BENCHMARK. PVMT PAVEMENT be repaired at the expense of the contractor. This work shall be incidental to the project, separate payment will not O FOUND MONUMENT BOX CL CENTER LINE RAD RADIUS be made. CMP CORRUGATED METAL PIPE - 0 HORIZONTAL/VERTICAL CONTROL POINT REF REFERENCE CO CLEANOUT 5. Access for other contractors working on the site and emergency vehicles shall be reserved of all times in A CONTROL POINT .COB CITY OF BOZEMAN REOD REQUIRED 9 9 Y P RT RIGHT accordance with the concurrent construction plan provided in the project manual. -I- COORDINATE POINT CULV CULVERT R/W RIGHT-OF-WAY DIA DIAMETER STA STATION 6. The contractor shall be responsible for coordination of utility(phone/power) installation with local utility BLOW OFF VALVE DIP DUCTILE IRON PIPE SS SANITARY SEWER companies. FIRE HYDRANT DWG DRAWING STD STANDARD 7. The contractor shall notify One Call®1-800-424-5555 for onsite utility location. All existing utilities shall be EP EDGE OF PAVEMENT T&B TOP AND BOTTOM FG FINISH GRADE TB THRUST BLOCK marked before digging, v av SIGN, ONE POST OR TWO POST FL FLOW LINE TBC TOP BACK OF CURB GND GROUND 8. The contractor shall maintain service of all existing utilities. If said service is damaged, the contractor shall T} EXISTING LIGHT POLE HORIZ HORIZONTAL TF TOP FACE Immediately repair the damage at the contractors expense. HYD HYDRANT TEMP TEMPORARY, TEMPERATURE p MANHOLE ID INSIDE DIAMETER TOC. TOP OF CONCRETE, TOP OF CURB 9. The Contractor shall notify the Water Department a minimum of 24 hours prior to beginning any work. INSUL INSULATE TYP TYPICAL •n, EXISTING UTILITY OR TELEPHONE POLE LF LINEAR FEET UG UNDERGROUND 10. All existing or new valves which control the COB's water supply shall be operated by COB personnel only. LT LEFT U71L UTILITY MAX MAXIMUM VB VALVE BOX ra., NEW UTILITY OR TELEPHONE POLE MH MANHOLE VERT VERTICAL 11. Contractor shall field verify line and grade of existing connections. MIN MINIMUM W/ WITH 12. Contractor to preserve all existing survey monuments. Any survey monument disturbed or destroyed with out 44.71' SPOT ELEVATION MJ MECHANICAL JOINT W/O WITHOUT Engineers approval to be replaced at contractors expense. MPWSS MONTANA PUBLIC WORKS WL WATERLINE STANDARD SPECIFICATIONS wiR WATER 13. Contractor shall stock pile topsoil at location designated by owner. NITS NOT TO SCALE WV WATER VALVE SNOW STORAGE LOCATION OC ON CENTER YD YARD 14. Contractor may waste excess material at location designated by owner or haul material off site. OD OUTSIDE DIAMETER MAY 0 2 200fi ANO COMMI/MTY rDEIEI.pPMENr VERIFY SCALEI REVISIONS DRAWN BY: NJH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY r--, 4165.001 REDUCED.UNEBELOW i� .rl MORRISON Bozeman, man,MlogyBlvd. CHK'D.BY: JAU BOZEMAN GATEWAY MEASURES ONE INCHON Engineers Bozeman,MT 59718 SHEET NUMBER ORIGINAL DRAWING. Surveyors APPR.BY: JAU BOZEMAN sceanars MT 1 DATE: 02/27l- DRAWING NUMBER Jam` AIERLE INC. P,a aers Phone:06)587-1176 MODIFY SCALE ACCORDINGLY! pax:(ggg)gg7.1178 O.A.REVIEW ROSAUERS COVER SHEET An Employe Owned Co pwy BY. C VR HA36361003WCADISITEPLANICOVER GROCERY-BANKdwg Plotted by nhagen on May/2/2006 COPYRIGHT a MORRISoN-MERLE,INC.,C DATE: L _J i i r , RTRACT�RE�R5UNION TRACT Nc. 135 195F215poGy I' MINOR IN OUNTAIN A� MINOR RY gO CREEK pR' Try0Mp51,lyINOCE pR 11 ROCKY HE ZO IED: 52O' 2g90PED 852j75 R362MANSU ED•T 52715 t LZ BI ZON OZ B_ PARCEL AND SITE INFORMATION PARCEL SIZE = LOT 1 57,064 S.F. 1.31 ACRES '1 LOT 2 48,871 S.F. 1.12 ACREA -- LOT 3 47.326 S.F. 1.09 ACRES LOT 4 42,849 S.F. 0.98 ACRES j - — -- -- — LOT 5 13,929 S.F. 0.32 ACRES I - LOT 6 40.314S.F. 0.93ACRES - - - I ! - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — LOT 7 45.472 S.F. 1.04 ACRES f� TOTAL 238,76a S.F 5.48 ACRES - I1 - O.S. 2 54,154 S.F. 1.24 ACRES - — — — — — — - O.S. 3 18.174 S.F. 0.42 ACRES — — — — — — — —_ex v— — — — — — — — — — — — — Ez Ex,.----'x"'----- TOTAL 72.328 S.F. 1.66 ACRES Exw _xw ,.x _ - - t; LOTS + O.S. = 311,096 S.F. 7.14 ACRES 1 WESTe MAIN BF �� eFD BFe' BFO BFO BFO BFa F0 BUILDING COVERAGE "'� -011P-= - � — — — — — — — — — — — — — — — — � — — --- - - s .. .. \ =r— aE c -r°= OPEN SPACE 2 cnu— -o -rnR _ - of _ROSAUERS = 60,045 S.F. — — — — I- nw ""` �"`-- �- - 9,761 S.F ! ,I 5asa sgFt _ -- -- —w —I- -- - J TOTAL 69,806 S.F. (22.4X) 1. .24 ACRES RATIO OF FLOOR AREA TO LOT SIZE = 1:4.46 r• I �.,;/.l \ \ 11 _w--- ; DRIVEWAY AND PARKING = 177,490 S.F. (57.1%) IMPERVIOUS SURFACE = 237,535 S.F. (76.4%) I. - - -I ;L..I1j I \ \ \ �-.. 8.00 OPEN SPACE AND/OR LANDSCAPING = 73,561S.F. (23.6%) 40, 2 00' 3 1 I PUBLIC STREET RIGHT-OF-WAY = 0 SO. FT. (0.0%) i I I I III �' 0.9 II ® za.ao' I I g.oa' T7 ROSAUERS I�. I II I 1 LOT ® 2.0' 2547 C E III a GROSS AREA OF BUILDING = 60.045 S.F. I I �S V I 57.064 SgFt 1� INDOOR PUBLIC SERVING AREA = 1,768 S.F. I « 1 I 1 1.31 ACRES oo' 9 �r ADJUSTED GROSS AREA = 58,277 S.F. I ` I ;c 1 9 0 - y— r ! C OUTDOOR (PATIO) AREA = 1,172 S.F. — h't 1� 1° 1 ORS -il II-9.o020.00' / PARKING REQUIREMENTSJ - "FLOOR AREA" = 58,277 S.F. X 0.85 - 49,535 S.F. II I 1`.; 11 5.8T c S� Q C x 1 ® ® / k/1'" -7•pp•- .P49,535 S.F. + 300 S.F./PARKING SPACE = 166 PARKING SPACES J G` 1z a6 z6o"INDOOR PUBLIC SERVING AREA" ,. _� 1 � Q� 40. / 1,768 S.F. + 50 S.F./PARKING SPACE = 36 PARKING SPACESII OUTDOOR (PATIO) AREA" 3 - 1,172 S.F. + 100 S.F./PARKING SPACE = 12 PARKING SPACES `` \\ c)P���N� 18.oa' _o - -!_ - ROSAUERS REQUIRED PARKING = 166+36+12 = 214 PARKING SPACES 1 ` \ `\ \\ �Q"( PRLOT2 20.00' I 19.o0'/ / � \C A !O 48 ,871 1.12 ACRES / 1 BANK OF BOZEMA 27.00' N � \ � \ \ / GROSS AREA OF BUILDING = 16,888 S.F. \ \ \ \ o - LOT 5 "FLOOR AREA" = 16.888 S.F. X 0.85 = 14.355 S.F. \ a \\ \ // q /LOT 4 929 SgFt 24.00' \ \ `\ \\ / o L A 4 t .32 ACRES I PARKING REQUIREMENTS \ OPEN SPACE 3 J 14,335 S.F. + 300 S.F./PARKING SPACE = 48 PARKING SPACES \ \ 4 1z v.DD' 18,174 SgFt \ \ I ",_• \ 39• 2 S'GO' 0.42 ACRES J / BANK OF BOZEMAN REQUIRED PARKING = 48 PARKING SPACES I \\ \� // / 9 o f \\ `• g;g3 \\yam\ 18.00' o g 38.82' I 119-o' A. TOTAL REQUIRED PARKING OPEN SPACE 1\ � \� f 214 + 48 = 262 PARKING SPACES I _ _ _DO' 153,342 SgFt \ t\ 1 0' 7 \ - I 3.52 ACRES MAXIMUM ALLOED W PARKING SPACES \ .r. 1• •�\\ \ `I f 262 X 1.25 = 327 PARKING SPACES PROVIDED PARKING \\ \ ,� goo, 10 DISABLED STALLS \\ ? \ 1800' \ S v 279 PARKING STALLS `J 289 TOTAL STALLS :� VO \_ Hs LOT LOT 5' 19.081 SgFt `r f m+s"'g u • 0."ACRES f I ECHNOLUGY _ J GRAPHIC SCALE ( IN FEET) -- 1 inch= 50 it. �I III N845 � � II II I ► ► I II !1 OPEN SPACE 4 VERIFY SCALE! REVISIONS DRAWN BY: NJH PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY a 901 Technology Blvd. CHK'D.BY : ?77 BOZEMAN GATEWAY 3638.003 REDUCED. NEIN LOW _ MORRISON MEASURES ONE INCH ON Engineers Bozeman,MT 59718 SHEET NUMBER ORIGINAL DRAWING. � sarYeyOrs APPR.BY: JAU BOZEMAN MT 2 ' rJ Pla nests DATE: 04/271OB �L MAIERLE INC. Planners Phone(06)5587-0721 DRAWING NUMBER MODIFY SCALE ACCORDINGLY! ) Fax(408)567-1176 Q.A REVIEW ROSAUERS SITE PLAN AnL ployee-Oumed Comp.wy BY:. H:\3638\0031ACAD\SITEPLAN\Gmmry-Bank Site.dwg Plotted by nhagen on May/2/2006 COPYRIGHT®MORRISONMMERLE.ING,ZWB DA IE: L J 1 — — — — — — — g — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ I — — — — — — — — — — — — — — — — — — — ( 1 7,� _ r— e.xw-.. -, .. Fx:r--. _ —. —cr.= --.r•i __.(UNDER R POND O M TECH SYSTEM) -- — ---_I w cxv y• (UNDERGROUND STO TEM _ 10-YR STORAGE _ .. • �OOTCETSTRUGTl9 _......_ ME 0 I- - -AND EMERGENCY,OVERFLOW � �4840--��_\ - ESTOR VOLUME ( _ - - BFO Bro ^: - -- ._..---_ ----- _-_-._.. WEST ...MAIN ,oSR4$40A� ,�4840M' _ .6 E N.) 5,10 CU FT BFO FO�.,.I $ BFO Bi'0 BFO BFO BFO BFO BFO BFO BFO 0 V84 EL=38.5f WATCH .-. INLET STRUCTURE --8� ' - 8— .. o w orw—oaa'- w (FLOW SPLITTER YPA � � aB ox -.-�- ' .... Nh-' -.-. .;..... 24".IE.=_40.5 _ oPP� ice: BFo �"�'^•�^'+-,^-r^-w-__.. ... B .. - ,- - 4942 a^> d 4844 _- _ ox n •• o E= 4aa\ I Fo-4 MP1ON .. . .......... - �-. .;...^:.I__. I:;�u.,�: vro •a _.... EXIST.DETENTIONPOND 94 ' •0 .g I / TOP EL=39 0 00 9 8 , eBLF 1 i w C � 9 > R ( z4 Q E ® 70X �`•8B—LL U u E 190 wC® RIF 2 T BANK ' I ao DOOR q8B — �] F.F. ELEV. — 45.5 J p00R ....... $20 OUTLE STRUC E — . ..�. '` , .._ q•8 AND EM RGENCY x_— R OVERFLQW DETENTION POND N1 w w w u TOP OF BERM - .. 1G-YR POND STORAGE VOLUME(MIN.)=2,000 CU.FT. I I 1�4r � x 10-YR PIPE STORAGE VOLUME=1,250 CU.FT. X 1�% p 43.9 f� $ RAISED COMPACTOR DRAIN- Q ppT� 1 TO SANITARY SEWER DOOR ® ® hAx, y l I/' DETENTION POND Ip3 1 'IM i w r TOP OF BERM ELEV. (MIN.)-42.2 1 p A ERS 10-YR WSEL=41.2 R k o 10-YR STORAGE VOLUME(MIN.)=1,000 CU.FT. \ \ N R U SORE 1 ® ® _ w R 0 Q 4 45-� :. 1 �aA^. CEl 4846 y �� \ a. T >4 I�,. 1 ,'t fA 00 ,-........- (�Q O �s FRB o• ss 'L• \E m: \ �48ao 45.oa \ N $� V 1 ` _ 4�.5 s < \ ( DOOR p00R \ q� LOADING DOCK TOOSANII ARTY SEWER A Q�' �] \•r \ DRIVE TRENCH W 1 - $ TRENCH DRAIN 0 ._ ^ qS BANK, TOP EL 43.5 \ \ t key 6"LE.(W)-42.8 �s ELEV. = 47.7 \ B \ \r, DOOR \y 4 (((4 8 � ` N < r � w M v 1 NOLpGY - � T CH � _ 4�� 1' �� I - P C SCA �- p85O _:.. "- �� - RA INI FEET)2 a 40 ti b L 40 4 ,l 17 VERIFY SCALEI REVISIONS DRAWN BY: DHW PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY I---� 3638.003 REDUCED.LINE BELOW II�JI MORRISON Bozeman,DI Technology Blvd. CHK'D.BY: MGH BOZEMAN GATEWAY MEASURES ONE INCH ON 1 L E09rrs Bozeman,MT 59716 ORIGINAL DRAWING. Surveyors APPR.BY: MGH BOZEMAN MONTANA SHEET NUMBER �' MAIERLE INC. Pa��- Phone:(406)587-0721 DATE: 0412006 MODIFY SCALE ACCORDINGLVI Fax:(406)587-1176 DRAWING NUMBER O.A.REVIEW ROSAUERS SITE GRADING AND DRAINAGE C-2 AnE playee-Un,redC'ompnny BY; 1. H:1363810031ACAD\DESIGN\GRADEMSTR-ROSAUERS.dwg Plotted by Jullman on May/1/2006 COPYRIGHT®MORMSOWMAIERLE,INC.1B08 DATE: — — — — — — — — — — — — — — — — — — — — - -- — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r //D EXISTING 10"—," L BFO-----------------LBm S WEST.,,MAI y I'll 'p —7 PROPOSED 8" PROPOSED 6" SEWER MAIN SEWER SERVICE Eli IV 16.5' DEEP PROPOSED RCP CULVERT D SED B" ss as as B. — ——— ——— PROPO BANK WATER MAIN MIN 7,0" DEEP PROPOSED 8" SEWER MAIN EXISTING 4" FIRE SERVICE SEE SHEET C-2 FOR STORM 11.0' DEEP SEWER SIZE AND DEPTH AND 2" DOMESTICE SERVICE TO BE ABANDONED SEE SHEET C-2 FOR STORM PROPOSED 6" FIRE SEWER SIZE AND DEPTH SERVICE AND 1" ss DO C SERVICE EXISTING 21' ROPOSED 8 SEWER MAIN 8 WATER MAIN MIN. 7.0' D --P EXISTING B" WATER MAIN LEI EXISTING 45" RCPA STORM SEWER MAIN BK DECORATIVE ENTRY LANDING THRANOUGHDRIVE cc: PROPOSED PROPOSED B" FIRE SERVICE CULVERT Iq AND 2" DOMESTIC SERVICE PROPOSED 8" SEWER MAIN 9.5' DEEP N PROPOSED 8" WATER MAIN MIN. 7 0' DEEP 0(;Y TECH 50 GRAPHIC SCALE 111 25 soIN FEET I inch= 50 ft nimimin � �I l VERIFY SCALEI REVISIONS DRAWN BY: NJH PROJECT NUMBER THESE PRINTS NO. DESCRIPTION 3638.00 'LTS MAY BE 901 Technology Blvd. CHICO.BY. 77? BOZEMAN GATEWAY REDUCED. INE BELOW gi— Bozeman,MT 59718 SHEET NUMBER MEASURES ONE INCH ON MORRISON -s—y— APPR.BY: jAU BOZE MAN MT 4 ORIGINAL DRAWING- Scientists DATE: 04127/06 DRAWING NUMBER pl.—.- Phone:(06)587-0721 I MAIERLE,INC. Fax(406)587-1176 Q.A.REVIEW ROSAUERS UTILITY PLAN MODIFY SCALE ACCORDINGLY1 An Empfoy—O—d Comp=y SY'. C-3 I H:\3638U3\ACAD\SITEPLAN\Gmmry-Sank Site.dg Plotted by nhagen on May/1/2006 CDpy-IGHr Q MOMSOMMAIERM INC,2— DATE: SS S3 S3 bNX I t !G2 S !� S t G2 i S I 2 Da � 9.r \a ]f n Da 9z 1i na na l.1 Ov 91 Oo 9. n \a v ie Ao O.o Plan Y !z ave�-iov lz \e \a Ye 0 On 1.1 Yf = az a D.o as v D.v is 9a v '' 11 W v 1't L 41 no a 9a le \.a 4a � na Da a n a la az D D rJ az Yr v L ® ,n m eJ 18 a.a D. • " � zz ® 11 it � Af V] \ Ao n az no \a n° D D] a ae le ae l.o Ds \ la DJ az ti aJ so az W 1 az az 1e z ,f \a of � ae v m as l.a As l.n na s z ,a \J 5a ha Ya Oa v ha r.i v Ya 5 na Da 41 az tz L � le A] az m °i 91 LUMINAIRE SCHEDULE \a n] \a syaml ay caw Han,e.. uT wmr v ra r. ® IeeN EHID IMxn EG o eylsav nctFale wn�ea s1 o ccFsas M EO1]METALHAWE, 1m�0 o.>s 1sa HOR—S. � BI1f 150M MEO TMO 156WATifAEAR SR 1] GCFSRS E01]METAL IMLOE, 11800 0.m ion Hpa20MAn PO.4. ® EHI61wM MEO ONE 150.YJA1-I0.EAR O.m 1S0 53 1J OCF SR3 EOIT METNHMs. 11DOJ • HOR¢OMPOS. StJlhwa4VYva VERIFY SCALE! REVISIONS DRAWN BY: URM PROJECT NUMBER THESE PRINTS MAY BE NO. DESCRIPTION DATE BY 3638.003 MORRISON 901 Technology Blvd. CHK'D.BY: BOZEMAN GATEWAY REDUCED.LINE BELOW MEASURES ONE INCHON s—yors Bozeman,MT 59716 SHEET NUMBER ORIGINAL DRAWING. SurveyOTs APPR.Br. BOZEMAN MT a JJ j- MAIERLE INC. SCeII"N`G DATE: 05/02/06 , I Planners Phone:(4665587-0721 DRAWING NUMBER MODIFY SCALE ACCORDINGLY! An Employee-Owned Co pZy Fax:(406)567-1176 BO.A.REVIEW ROSAUERS LIGHTING PLAN `may H:13638\003V1CADtSITEPLAN\URMBOZEMANSITE.DWG Plotted by jullman on Mayl7_I2006 COPYRIGHT�C MORRISON-MAIERLE,INC,G0. DATE: v�� �RIIIIIII S �! It�tt�pltJl�Fll��t�a� 1 11 I STEEL HANICAP PARKING SIGN (WHITE SYMBOLS AND 38-3/8" LEBLUE \BACKGROUND) FI& 5' HC SIGN HC SIDEWALK STALL SEE SHEET D-1 DETAIL 3 HANDICAPPED —5'— PARKING ONLY 11 6" \ ACCESSIBLE IBLE 9-5/8' 1:1 ma) a :12 qx) VARIABLE NMP UP AMP 1,_0° REW RIED r S1DO FINE BLACK INTEGRAL 6'CONC VAN ACC.SIGN COLORED CONC BROOM FINISH CURB 4'WIDE YELLOW LrOUNT STEEL POST SET IN BE PARKING STRIPE CONCRETE BASE GROUND 1 B' ING40UND p MODEL NUMBER $OF BICYCLES RACK LENGTH ANCHOR 5'-0" MOUNT RB 05 5 38.375" 97.5 cm M RB 07 7 82.375' 158.4 an RB 09 9 86.375' 219.4 cm 3/8• RB 11 11 110.375" 280.4 an g f`9 f' —9 /� �'F TOP OF CURB/WALK BIKE RACK DETAIL AIL OR FINISH GRADE SCALE: NTS r-2 HANDICAP PARKING DETAIL SCALE: NTS i 8"11 12"CONCRETE BASE TOP OF BERM 53�HANDICAP SIGN DETAIL EL-45.7' SCALE: NTS TOP OF BERM EMERGENCY EL-42.2' 30'DIA.DROP INLET OVERFLOW 10-YR WSEL=44.7' W/GRATE INLET EMERGENCY GRATE EL=43.2' ------------- I.E.v 40.7' OVERFLOW I 10-YR WSEL 41.2'1 = GRADE=0.7%MIN. 48'OUTLET --'--'----'- 1 CONTROL STRUCTURE I ' IN FROM CURB INLET GRADE-0.I.MIN 24" PVC 12" PVC 10-YR ORIFICE 10-YR ORIFICE 48'OUTLET CONTROL STRUCTURE r41 DETENTION POND#1 DETENTION POND#3 SCALE: NTS SCALE: NTS 24 TO 5--] sw.eE, ma 2' a�"rur.p"mw"axe e mx �'uµ5 wx 4• TOPSOIL< R ASPHALT L(TYP.) e� " 4'R sl� !yam 111/. MINUS CRUSHED GRAVEL s 10!a 12" ^ to Po PIT-RUN GRAVEL a 5 PARKING LOT 3"ASPHALTIC CONCRETE, GRADE B. COMPACTED TO 93% RICE 6" OF 1-1/2" MINUS TYPE A CRUSHED BASE COURSE COMPACTED ••o•••••°•°°°°00000.J'800000a TO 95% RELATIVE COMPACTION CRUSHED GRAVEL .....°Oeee}gg 000}000 12" OF 6" MINUS PR-RUN GRAVEL COMPACTED TO 95% RELATIVE SASE-3'MIN. ............................................°CRUSHED GRAVEL°easEeCOMPACTION (COMPACTION BASED UPON AASHTO T-99) xeexeeee••°•o°•e°o o see""°"o"e"°"e"e°o°e"e"8 0°°°a° ooe`oo`o`000°o° IeBBeeeee8e8°°°seas°°' •°°°•°•° SUBGRADE, TOP 6"SCARIFIED AND COMPACTED TO 95% RELATIVE SUB-BASE COMPACTION. (ALL COMPACTION BASED UPON AASHTO T-99) COURSE-12"MIN TRUCK AREA 4"ASPHALTIC CONCRETE, GRADE B, COMPACTED TO 93% RICE 6" OF 1-1/2" MINUS TYPE A CRUSHED BASE COURSE COMPACTED COMPACTED SUBGRADE TO 95% RELATIVE COMPACTION 20" OF 6" MINUS PIT-RUN GRAVEL COMPACTED TO 95% RELATIVE NOTES` COMPACTION (COMPACTION BASED UPON AASHTO T-99) SUBGRADE, TOP 6"SCARIFIED AND COMPACTED TO 95% RELATIVE 1. subgrade preparaRon hall coMorm to Section 02270(M.P.W.Space.,1996 ad.) COMPACTION. (ALL COMPACTION BASED UPON AASHTO T-99) 2. Concrete shall be Class M-4000. 3. Crushed gravel base shoe meet the requirements a1 Seaton 0e 2,Type SPECS,1998 ed.) �PAVING CROSS SECTION 4. Asphalt oI rota, oil meet the gradation speeTeaOon o/Table 2,Type B,of Seelion 2503-2.2 MPW55,FaulA Edition. L-L CURB DETAIL SCALE: NTS SCALE: NTS VERIFY SCALEI REVISIONS DRAWN BY: NJH PROJECT NUMBER THESE PRINTS MAYBE NO. DESCRIPTION DATE BY REDUCED.LINE BELOW MORRISON 901 Technology Blvd. CHK'D.BY: 777 BOZEMAN GATEWAY 3638.003 SHEET NUMBER Engineers Bozeman,MIT 59718 APPR.BY: MEASURES ONE INCH ON SI/Na ors JAU BOZEMAN MT s ORIGINAL DRAWING. ', Y DATE: 04127106 DRAWING NUMBER 1' MAIERLE INC. s�;e�l;ns Ali Planners Phone:(406)587-0721 O.A.REVIEW MODIFY SCALEACCORDINGLYI Fax:(406)587-1176 ROU SAU E RS DETAIL SHEET _1 An Employee-Owned Company BY: 1 H:138381g031ACAD0TEPLANkGrocery-Bank SRe.OWg Plotted by nhagen on May/1/2006 COp 16W 0 MORRISOWMAIERLE,INC.,2— DATE: ACCEPTS 4"SCH 40 PIPE FOR INSPECTION PORT BYPASS PIPE ------------------------------------------------------------------------ 80' 25-YR WEIR 0" 2.W S $$ ISOLATOR ROW INLET STRUCTURE (,N3 Z li (FLOW SPUTTER BYPASS 10-YR WEIR •`•.,, RIM-44.0 88 LF z4"PVC 0 0.70% 24"IE- 40.5 90.7"ACTUAL LENGTH 5- STORAGE ROW ---- ____-.. ._- 1NC pRO i FTSMC11RB hF 85.4"INSTALLED IL-j ? 8„ 5' L STORAGE ROW OW L NGTH 80'TYP. •� _.____._. A -.___..--_._...-_-_-......._.-_,.... B —A— SEE DETAIL -B THIS PAGE 3 5' ® C I D ' STORAGE ROW ------------._....------------------ ------------------'--j NOMINAL CHAMBER SPECIFICATIONS SIZE(W x H x INSTALLED LENGTH) - 61.0"x 30.0"x 86.w, c N ® CHAMBER STORAGE - 45.9 CUBIC FEET ® MINIMUM INSTALLED STORAGE - 74.9 CUBIC FEET B. WEIGHT - 75 LBS. 4 q STUBS AT TOP OF END CAP STUBS AT BOTTOM OF END CAP STORAGE ROW -{ FOR PARTS NUMBERS ENDING FOR PARTS NUMBERS ENDING WITH'T' WITH T' PARTS CHAMBER PIPE SUE A B C D SC740EPE08T SC 740 8 in(150 mm) 0.90 in(277 mm) 3.85 m(98 mm) 6.50 in(470 mm) N/A 5' DETENTION POND#2 SC740EPE068 SC 740 6in(ISOmm) 0.00 in(277 mm)3.85In(98mm) WA 0.50In(13mm) 6C740EPE12T SC 740 12 In(300 14.70 in(373 mm)7.70 in(196 mm)12.50 it(318 mm) N/A SCALE: NTS SC740EPE128 SC 740 12 in(30o 14.70 in(373 MM)7.70 In(106 mm) NIA 1.20in(30 mm) STORAGE ROW ---------'---------------........ SC740EPE15T SC 740 15In(375 mm) 18.40 In(467 MM)10.36In(263 min)9.00In(229 nc) N/A SC740EPE158 SC 740 15 in(375 mm) 1.!Al M(487 rllm)10.36 in(263 mm) WA 1.30 in(33 GENERAL NOTES: mm) SC/40EPE18T SC 740 18In(460 mm)19.70In(500..)10.72 M(2721nm)S.Oo iA(127 mm) N(A Sc7+oEPEtee sc 740 18 in(46o mm) 1 mm)t0.n to(272 mm) WA 1.60 m(41 mm) 5- 1.ALL DESIGN SPECIFICATIONS FOR STORMTECH CHAMBERS SHALL BE IN ACCORDANCE WITH zsm(Boo mm) 169.70.50 inb(/70(500 mm)9.451n(240 mm) WA 0.10 in(3 mm) j THE STORMTECH DESIGN MANUAL. SC740EPE24B sc 740 2.THE INSTALLATION OF STORMTECH CHAMBERS SHALL BE IN ACCORDANCE WITH THE LATEST Nore:auon4ENsmasAReNomNAL GRAPHIC SCALE STORMTECH INSTALLATION INSTRUCTIONS. ALL STUBS,EXCEPT FOR THE 20 9 10 ?0 3. THE CONTRACTOR IS ADVIGED TO REVIEW AND UNDERSTAND THE INSTALLATION SC740EPE24B ARE PLACED AT *FOR THE SC740EPE248 THE 24'STUB STORAGE ROW ---------- ---------------------------- -----------------------� BOTTOM OF END CAP SUCH THAT LIES BELOW THE BOTTOM OF THE END CAP INSTRUCTIONS PRIOR TO BEGINNING SYSTEM INSTALLATION.CALL 1-888-892-2694 OR VISIT THE OUTSIDE DIAMETEROFT14E ( IN BEET) W W W.STORMTECH.COM TO RECEIVE A COPY OF THE LATEST STORMTECH INSTALLATION STUS IS FLUSH WRH THE BOTTOM APPROXIMATELY 1.7,SAOXFILL MATERIAL inch= 20 It. INSTRUCTIONS. OF THE END CAP.FOR SHOULD BE REMOVED FROM BELOW THE 4. CHAMBERS SHALL MEET THE DESIGN REQUIREMENTS AND SAFETY FACTORS SPECIFIED IN ADDTACTAL INFORMATION OR N-12 SUB SO THAT THE FITTING SETS LEVEL. 5' SECTION 12.12 OF THE LATEST EDITION OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS. 148841924694. STORAGE ROW ------ --------------- -------------------� TECHNICAL DETAILS 2.5' ADS 601 GEOTEXTILE OR EQUAL PLEASE NOTE: THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE WASHED SCALE: NTS 3/4 - 2 INCH WASHED, CRUSHED CRUSHED ANGULAR. FOR EXAMPLE,THE STONE MUST BE SPECIFIED AS WASHED,CRUSHED,ANGULAR NO.4 STONE. CHAMBERS SHALL MEETASTM F24IM5"STANDARD ANGULAR STONE THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE SPECIFICATION FOR POLYPROPYLENE(PP)CORRUGATED WASHED ANGULAR STONE WITH THE THE SAFETY FACTORS SPECIFIED IN THE AASHTO LRFD WALL STORMWATER COLLECTION CHAMBERS". FOUNDATION STONE BELOW MAJORITY OF PARTICLES BETWEEN 3,357.4,467, PLATE COMPACT OR ROLL TO ACHIEVE A 80•— OA CHAMBERS '/.-2 INCH 5,56,57 WA 95%STANDARD PROCTOR DENSITY BRIDGE DESIGN SPECIFICATIONS SECTION 12.12 FOR -- \EARTH AND LIVE LOADS,WITH CONSIDERATION FOR GRANULAR WELL GRADED SOILIAGGREGATE MIXTURES, L 1 INLET STRUCTURE FLOW SPUTTER BYPASS) EMBEDMENT STONE SURROUNDING WASHED ANGULAR STONE WITH THE IMPACT AND MULTIPLE VEHICLE PRESENCES. q AND TO A W ELEVATION ABOVE MAJORITY OF PARTICLES BETWEEN 3,367,4,487,5, <35%FINES.COMPACT IN 61N LIFTS TO 95%PROCTOR DENSITY. ©CHAMBERS %-21NCH 56,57 N/A NO COMPACTION REQUIRED SC-740 CHAMBER SEETHE TABLE OF ACCEPTABLE FILL MATERIALS. SCALE: NTS FLOOR BOX FRAME AND LID W/S.S. 3,357,4,467, COMPACT IN W LIFTS TO A MINIMUM 96% CAP SCREW LID CLOSURE FILL MATERIAL FOR 8"TO 18" D,ANGULAR WASHED, SC-7411 END CAP INSPECTION PORT WITH SCREW-IN CAP GRANULAR WELL-GRADED 5,58,57,8, A-1 STANDARD PROCTOR DENSITY.ROLLER GROSS CRUSHED,ANGULAR STONE ELEVATION ABOVE CHAMBERS SOILIAGGREGATE MIXTURES, 67,88,7,78, A-2 VEHICLE WEIGHT NOT TO EXCEED 12,000 LBS. PAVEMENT ©(24"FOR UNPAVED INSTALLATIONS) <35%FINES. 8,89,9,10 A-3 DYNAMIC FORCE NOT TO EXCEED 20,000 LBS. ADS 601 GEOTEXTILE OR EQUAL PAVEMENT CLASS"C"CONCRETE AASHTO M288 CLASS 2 ANY SOILIROCK MATERIALS,NATIVE NON-WOVEN GEOTEXTILE SOILS OR PER ENGINEER'S PLANS. PREPARE PER ENGINEER'S PLANS.PAVED '` - '""' ""'`'�+ `'-R. ,�;..:.�;•c-ti_'�_ - ,..._�.> ,.1 Cl� .. tee_':." FILL MATERIAL FROM 18" CHECK PLANS FOR PAVEMENT INSTALLATIONS MAY HAVE STRINGENT MATERIAL .-.,,r a;•x;_:>.-•^' .,..,;.s,;,�:..•::r .. ipBtcv1'r.•"•���::� ;;W„•:,;- TO GRADE ABOVE CHAMBERS SUBGRADEREQUIREMENTS. N/A NIA AND PREPARATION REQUIREMENTS. 6"MIN. MIN. MAX. 1.r:c 18n gel AASHTO M43 AASHTO M745 4"PVC RISER COMPACTIOWDENSITY I I �' � B MININMAX MATERIAL LOCATION DESCRIPTION DESIGNATION DESIGNATION REQUIREMENT I I 30 1. (T TO 1 STORMTECH ACCEPTABLE FILL MATERIALS DEPTH OF ST BE DETERMINEDNED =I I I I BY DESIGN ENGINEER SC-740 CHAMBER INSPECTION PORT TO BE SCALE: NTS — II _ - 8"MIN.' ATTACHED THROUGH LLll-LLLLl KNOCK-OUT LOCATED AT CENTER OF CHAMBER 6" 51" 12"MIN.TYP. MIN. AASHTO M288 CLASS 2 NON-WOVEN GEOTEXTILE 6 SC-740 TYPICAL CROSS SECTION STORMTECH INSPECTION PORT DETAIL SCALE: NTS SCALE: NTS VERIFY SCALE! REVISIONS DRAWN BY: NJ PROJECT NUMBER THESE PRINTS MAYBE NO. DESCRIPTION DATE BY * 3638.003 REDUCED.LINE BELOW Ll MORRISON 901 Technology Blvd. GHK'D.BY: 777 BOZEMAN GATEWAY MEASURES ONE INCH ON su"Ryc" Bozeman,MT 59716 SHEET NUMBER ORIGINAL DRAWING. SurH6yors APPR.BY: JAU BOZEMAN MT 8 I I I 1II II (� SclonNsls DATE: 04/27/04 L'JLJ.,: MAIERLE,INC. Planners Phone:406)58-0721 ROSAUERS DETAIL SHEET DRAWING NUMBER MODIFY SCALE ACCORDINGLY! 0'A REVIEW An Employee-Owned Cca1Pncy BY: D-2 H:136381003V1CADISITEPLAN\Grocery-Bank Site.dwg Plotted by nhagen on May11/2006 OOPYRIGWOMORRISON-LIAIERLE,INC.,2006 DATE: Exw--YilESLMAIN--S7REET,44UEkINC•--�4N�-Fxw —Exw —E.N, ---mow exw - - — — — — — — ---- — — - - - -- - - - - - - - - - - - - - - - - - - - - - — - - OLENE J. — -Otbn - f�IOTFR IE WNA _ i —U�Bf _ T - _- - ... _ ENIRANCI PLA2R fILY - ._._. ��'.� Q.ur ._.BFo - - - ._- 1 .. 1 161 -- __U'b8'� Y�� -.I N HES- -- - ...-. _ '.'91�• t.ti�•��` BFO , ...- BfD 8ro BFO Bro BF B BFO Bro BFO Bi'0 'tl _ BN - �' S - _ - OS C E N 5•• �• TH-BE -..0 6�T --- ero- _ _ _ -- - - - - D PLA TING._ �F �, a d0.--n.- air• mu o. a / oiu FWN JJR d a, aw or ox . __..... r _ B o _. �Z n -.. - / SEATING AREA/PLAZA SPACE LAWN _— _ - -4840 - 1 PU R ---' � -) - — _ _- O1AL -°N "` �" DESIGNED BY Z OPEN S arc uo WN LAWN (1) SR ro - -- -- - - 48 5 PO 3 JW - q ero I` AMA W h DRAWN BY o r ° o � JJR ? { - . . _ _. -i L „�_ �=_� _.5 PO -�_ ,, -- •_ - - ey I '-�I CHECKED BY g j) � ��� (2�JW (3)�W �.(3)lPF ('3)�PFi , � � i I 05/01/06 O 'S T i .%.! DATE -1 - -(5) JB -� GRAVEL TRAIL(A ESS T `JI - - .... (1)TA (3) JW 08004 ,ay 4 � ¢¢ �2) U 3 (3) (2) - _ - O.S.) ....- LAWN (1 FN L - -'-�-""`- -- — (1)TA (3)JH \ PROJECT NO. tl. I° PO (3)JH (6) J9 — I // 06004_LS.DWG $ �j (1) AT _ BANK SITESITE PLAN HANK \ N O < ' �} 1 FM -_ 3 HS (5)J ._ I - ( 1)CO ... DEVELOPED & FILE NO. U _ 1 B REVIEWED IN _ 1 I\ ( ) - THE FUTURE (3) PO I z (3)HS \ / I� of \ Ili I (7)JH - J� (1)SR LA (2}AT PARKING LOT ISLANDS IVMWI DATE UDO w I` <z z o i ACCOMI , (5)CA ® REQUIREMENTS OF 20 SF PER PU Q ----i zoZ�g ' ' ���yyyfff S POND PARKING STALL(18.48) ® EVERGREEN TREES BUFFER RM- _ SERVICE AREAS " - III 1. "F I 1 f•, (2) PV LAWN 3)TA (1) AR 3 PP ' (1) GT (8) JH (1) FN ryry/ F I i SD (1) - _ �a -_-_----- ) w LAWN (2)AT RIVER ROCK OR ro \ LAWN EQUAL IN ALL THE 18. 0 COMPLY WITH PLANTING BEDS (1�AT —�. 1 E-I a F� TUD REE BE C.2.b-d �rA `(1)GTE. O (8�RMS I n (2) (z)P N W AWN LAWN I - t4`4.: N } \•.,,' 'O / �" r O )� (2)UM / NATIVE LAWN OPEN SPACE AREAS WILL BE DEVELOPED Lu AS PER OPEN SPACE LANDSCAPE PLAN I , (2) A /(2)GT ° / \ LAWN I� I I l ` ' LA :' GRAVEL TRAIL \ \ (8)CA LAWN I I (1)TA I (1 TA 14)OA N 4 JH (8) J �. r (3)JB (8)CA Lu W Q LEGEND LANDSCAPE PLAN Z 0 -- (2)SD 3).. i '.. / 1 SCALE:1"=40' w a w o DECIDUOUS SHADE OR BOULEVARD \ 3 JS 1 ° i TREE- 2'CALIPER ` - N / SHEET DECIDUOUS ORNAMENTAL TREE- \ us (3)JS� 2" CALIPER I O,. \ (3) FN D ��laou>f�� CONIFEROUS TREE- 5'-8'HEIGHT \ I, . a- AR - - L1 SPECIES APPROPRIATE SHRUBS IN \) I ` -`.�i; - ••f"" *`' PLANTING BEDS �� OF kav , PLANTING NOTES: JDRIEC J•'•.'_ PLANT SCHEDULE = R1ECK = 1. PROVIDE A 3'-O" DIA. BED AROUND ALL TREES LOCATED IN LAWNS. MULCH WITH 184LAR _ CLEAN WOOD CHIPS. NO EDGING OR WEED BARRIER REQUIRED, SEE DETAILS. MATURE 2 v . FINE GRADE AND SLOPE ALL LANDSCAPE AREAS 2%MINIMUM. POSITIVELY NO �:rya'•S,e N?•' QTY S YM L A TI N NAME COMMON NAME ROOT PUDDLING, SETTLEMENT, EROSION, SEDIMENTATION OR OFF PROPERTY DRAINAGE NUISANCE 3C4pE• AR..? H X W SHALL BE PERMITTED. 3. CONTRACTOR TO VERIFY WITH THE OWNER AND UTIUTY COMPANIES, THE LOCATIONS OF V 8 AR ACER RUBRUM 'NORTHWOOD NORTHWOOD RED MAPLE 2" B&B 40'X30' ALL EXISTING UTILITIES PRIOR TO COMMENCING WORK. CONTRACTOR TO REPAIR ALL RJR n: 7 CO CELTIS OCCIDENTALIS COMMON HACKBERRY 2" B&B 40'X30' DAMAGES TO EXISTING UTILITIES, CURBS, PAVEMENTS AND STRUCTURES WHICH OCCUR AS A DESIGNED BY Z RESULT OF THE CONTRACTOR'S ACTIVITIES. U, 3 FM FRAXINUS MANDSHURICA 'MANCANA' MANCANA ASH 2" B&B 40'X30' 4. PLANT LOCATIONS SHALL BE LOCATED BY THE CONTRACTOR AND APPROVED BY THE JJR W OWNER'S REPRESENTATIVE PRIOR TO PLANT INSTALLATION. DRAWN BY � 15 FN FRAXINUS NIGRA 'FALLGOLD' FALLGOLD BLACK ASH 2" B&B 40'X30' 5. ALL PLANTS SHALL BE PLANTED A MINIMUM OF 24" FROM PAVEMENT EDGE. Z 6 CT GLEDITSIA TRIACANTHOS 'SKYCOLE' SKYLINE HONEYLOCUST 2" B&B 40'X30' 6. PLANT MATERIALS SHALL BE FURNISHED IN THE QUANTITIES AND/OR SPACING AS UJR SHOWN OR NOTED. IN CASE OF A DISCREPANCY BETWEEN THE PLAN AND THE PLANT CHECKED BY 13 TA TILIA AMERICANA "UNCOLN' LINCOLN LINDEN 2" B&B 30'X30' SCHEDULE, THE PLAN SHALL DICTATE. CL 7. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT WRITTEN CONSENT FROM THE 05/01/06 O 2 UM ULMUS 'MORTON' ACCOLADE ELM 2" B&B 40'X30' DATE LANDSCAPE ARCHITECT. Y 8 AT ACER TATARICUM TATARIAN MAPLE 2" B&B 20'X20' 8. ANY PLANT NOT MEETING THE REQUIREMENTS WILL BE CAUSE FOR REJECTION. ALL REJECTED PLANTS SHALL BE IMMEDIATELY REMOVED, DISPOSED AND REPLACED BY THE 06004 w 5 PU PYRUS USSURIENSIS 'MORDAK' PRAIRIE GEM USSURIAN PEAR 2" B&B 20'X20' CONTRACTOR. PROJECT NO. D- 4 PV PRUNUS VIRGINIANA 'CANADA RED' CANADA RED CHOKECHERRY 2" B&B 30'X25 9. ALL PLANTS ARE TO MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY STOCK, 06004 LS.DWG o CURRENT EDITION, BY THE AMERICAN NURSERY&LANDSCAPE ASSOCIATION. ALL PLANTS - w 3 SO SORBUS DECORA SHOWY MOUNTAIN ASH 2" B&B 25'X25' SHALL BE NURSERY GROWN UNLESS NOTED OTHERWISE. FILE NO. U 3 SR SYRINGA RETICULATA 'IVORY SILK' IVORY SILK JAPANESE TREE LILAC 2" B&B 20'X20' 10. MATCH GRADES OF LAWNS TO CURBS AND WALKS ®20:1 MAX SLOPE AND A 2% MINIMUM SLOPE. TAPER TO EXISTING GRADES. 11. PROVIDE FINISH GRADE OUTSIDE BUILDINGS AS PER TYPICAL BUILDING SECTIONS. SLOPE 4 PIN PINUS NIGRA AUSTRIAN PINE 5'-6' HT B&B 40'X25' TO DRAIN AWAY FROM ALL BUILDINGS, MINIMUM 2%. oo x 5 PP PICEA PUNGENS 'GLAUCA' COLORADO BLUE SPRUCE 5'-6' HT B&B 50'X25' 12. ALL EXISTING LAWN AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE PREPARED _< 16 PF POTENTILLA FRUTICOSA 'CORONATION CORONATION TRIUMPH POTENTILLA #5 CONTAINER 4'X4' AND SEEDED AS PER SPECIFICATIONS. [�Ta ��-p TRIUMPH' 13. CONTRACTOR IS RESPONSIBLE FOR TOPSOIL FILL AND LANDSCAPE GRADING. SEE CIVIL SHEETS FOR ADDITIONAL SITE GRADING. V] 'r¢'A z 22 PO PHYSOCARPUS OPUUFOLIUS 'DARTS GOLD' DARTS GOLD NINEBARK #5 CONTAINER 4'X4' 14. THE PLANTING AND IRRIGATION INSTALLATION SHALL BE THE RESPONSIBLITY OF ONE Z 3 Q CONTRACTOR. =o o°- 12 RMS ROSA'MORDEN SNOWBEAUTY' MORDEN SNOWBEAUTY SHRUB ROSE #5 CONTAINER 3'X3' 15. PLANT SYMBOLS ARE REPRESENTATIVE OF THE WIDTH OF THE PLANT AT MATURITY. USE so THE CENTER POINT OF THE SYMBOL TO GAUGE THE PLANTING LOCATION. P. t, w 35 SP SYRINGA PATULA'MISS KIM' MISS KIM LILAC #5 CONTAINER 5'%5' 16. ALL PLANTING BEDS TO HAVE WEED BARRIER FABRIC AND RIVER ROCK MULCH AS PER c) PUD REQUIREMENTS. 4 3 29 JH JUNIPERUS HORIZONTALIS 'HUGHES' HUGHES JUNIPER #5 CONTAINER 2'X6' rq wz m^3 3 20 JB JUNIPERUS SABINA 'BUFFALO' BUFFALO JUNIPER #5 CONTAINER 12"X6' 12 JS JUNIPERUS SCOPULORUM 'WELCHI' WELCH JUNIPER #5 CONTAINER 12'X6' IRRIGATION NOTES a J 23 JW JUNIPERUS SCOPULORUM 'WICHITA BLUE' WICHITA BLUE JUNIPER #5 CONTAINER 12'X6' 1. CONTRACTOR SHALL MAKE HIMSELF AWARE OF ALL EXISTING AND PROPOSED SITE CONDITIONS,INCLUDING PLANTING,GRADING,BUILDING CONSTRUCTION,WATER 11. PROVIDE CHECK VALVES IN ALL HEADS WITHIN A ZONE WHERE MORE THAN 2'-0 CHANGE OF ELEVATION EXISTS. 6 HS HEUCHERA SANGUINEA 'SPLENDENS' SPENDENS CORALBELLS #1 CONTAINER 24X24" DEVELOPMENT,AND SUPPLY,PRIOR TO COMMENCEMENT OF WORK. NOTE ANY 12 LOCATE SPRINKLER HEADS TO MINIMIZE OBSTRUCTIONS THAT WILL LIMIT RADIUS SLEEVES AND IRRIGATION STUBS FOR FUTURE WORK. OF COVERAGE,CAUSE DRY SPOTS,OVER SPRAY ON BUILDINGS,STRUCTURES, 35 CA CALAMAGROSTIS X ACUTIFLORA FEATHER REED GRASS #1 CONTAINER 5'X3' PAVEMENTS OR OTHER WATER DAMAGE. 2 CONTRACTOR SHALL LOCATE AND PROTECT ALL UNDERGROUND UTIUTIE% 13. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION,MOUNTING AND 120 V. CONDUITS,AND STRUCTURES AND SHALL ASSUME RESPONSIBIUTY FOR ANY POWER SUPPLY TO THE CONTROLLER AND CONNECTION TO WATER SOURCE TO MEET DAMAGE INCURRED. FIELD CONDITIONS. COORDINATE INSTALLATION WITH OWNER'S REPRESENTATIVE AND 3. THE IRRIGATION CONTRACT INCLUDES SUPPLYING AND INSTAWNG ALL OTHER TRADES. POINT TABULATION MATERIALS AND EQUIPMENT FOR A COMPLETE,AUTOMATIC IRRIGATION SYSTEM. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL BALANCING AND ADJUSTING OF 5 50%OR GREATER DROUGHT TOLERANT SPECIES OF TREES AND SHRUBS ANY ITEMS REQUIRED TO CONFORM WITH SUCH INTENT ARE CONSIDERED TO BE COMPLETE IRRIGATION SYSTEM,INCLUDING ROTORS,SPRAYS AND DRIPUNES. � z 15 50 LF OF EACH LS YARD, ONE OR MORE PLANT ELEMENTS FROM TABLE 48.2 INCIDENTAL TO THE WORK. 15.NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT WRITTEN CONSENT FROM THE 5 BOULDER IS INTEGRATED INTO LANDSCAPING 4. THE IRRIGATION PLAN IS SCHEMATIC.FIELD MEASURE ALL DIMENSIONS, LANDSCAPE ARCHITECT. W 10 PARKING LOT CONTAINS ONE DENSITY GROUP AND AT LEAST ONE LARGE CANOPY GREE EXISTING,AND PROPOSED CONDITIONS,AS REWIRED TO PROVIDE COMPLETE AND OPERABLE SYSTEMS. 16.SEE THE SPECIFICATIONS AND DETAILS FOR FURTHER REQUIREMENTS. 17.SYSTEM WAS DESIGNED ON THE AVAILABIUTY OF 40 PSI AND 35 GPM AT THE 5. DO NOT WILLFULLY INSTALL THE SYSTEM WHEN OBVIOUS OBSTRUCTIONS, O GRADE CHANGES AND SITE GEOMETRY EXIST. SUCH DIFFERENCES SHALL BE FURTHEST HEAD. CONTRACTOR SHALL VERIFY AVAILABILITY AND COMPATIBILITY WITH THE WATER SOURCE. REPORTED TO THE OWNER'S REPRESENTATIVE. IN THE EVENT NOTIFICATION IS NOT MADE;THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY 18. ALL DRIP IRRIGATION PIPE DOWNSTREAM FROM ELECTRIC VALVES IS TO BE 160 PSI NECESSARY REVISIONS. C 08 SOLYETHYLENE PIPE INSTALLED WITH INERT TYPE FITTINGS AND'OETIKEW DOUBLE 6. CONTRACTOR SHALL REFER TO LANDSCAPE AND UTILITY PLANS WHEN LAYING 19 ALL DRIP LATERALS(PE 1.25'DIA.)SHALL BE BURIED TO HAVE A MIN.COVER I--� OUT HEAD PLACEMENT AND TRENCHING. ,I OF 10'DEPTH. ALL DRIP TUBE SHALL BE AT SURFACE UNDER FABRIC AND MULCH G� ifI 7. ALL IRRIGATION INSTALLATION SHALL CONFORM TO LOCAL CODES OR BURIED AT 4"DEPTH COVER OVER PIPE IN LAWN AREAS. �4 8. ALL SPRINKLER EQUIPMENT SHALL BE PRODUCED BY THE SAME 20. USE 1'VALVE FOR ZONES WITH FLOWS OF 25 GPM OR LESS, USE 1-1/2'VALVE74 MANUFACTURER UNLESS OTHERWISE SPECIFIED, FOR ZONES WITH FLOWS BETWEEN 25 GPM AND 65 GPM. �Fr-1I 9. PROVIDE DRIP IRRIGATION TO ALL TREES SHOW ON THE PLANS. SEE 21. ALL PLANTING BEDS WILL BE IRRIGATED BY DRIP LINES WITH IN-LINE EMITTERS OR W IRRIGATION SCHEDULE FOR EMITTER COUNTS. Imo, INDIVIDUAL EMITTERS. ALL LAWN AREAS WILL BE IRRIGATED WITH POP UP SPRAY L V N HEADS AREAS LESS THAN 17' ANY DIRECTION). ALL LANK AREAS WILL O TH O 10. SLOPE MAINLINES TO DRAIN. IRRIGATEDED NTH POP UP GEAR-DRIVEN TH EN ROTOR HEADS IN ALL AREAS GREATER AN 17 FEET. W O IL z � un LU U W � Q � LU aw SHEET L2 �A SIMULATED STUCCO(EIFS)AT METAL ROOFING - "HUCKLEBERRYS"SIGN --- CORNICE AND UPPER WALL TEXTURED EIFS STORE SIGNAGE QgC��O.`QJG \ CONTINUOUS WINDOWS O� GROUND FACE&CHISELED FACE TIMBER ACCENT BEAM SCO (BEHIND AWNING) RED EIFS C. MASONRY-INTEGRAL COLOR Bit BRACES - '' / w �; i i d i / i - - . . . . :. ', / ,✓ ,•., d d -. / i . :. i i - --.. - : / i � r y y ... ._- - - - -- i i ° - / / -— i / � / / - - - -- - J J, In - - PRECAST LINTEL/CAP LEDGE STONE VENEER LEDGE STONE COLUMNS W/ DISPLAY WINDOWS LEDGE STONE VENEER - �7 METAL AWNINGS ACCENT LIGHTING CHISEL FACE STONE VENEER GLU-LAM CANOPY Et TRUSS 1 East Elevation SIMULATED STUCCO(EIFS)AT CORNICE AND UPPER WALL PRECAST LINTEL/CAP - TIMBER ACCENT BEAM METAL ROOFING e BRACES TEXTURED EIFS r"* n ood Rx -- -- - / / d a- -- DISPLAY WINDOW VISION GLASS DISPLAY WINDOW METALAWNING PATTERNED GLASS LEDGE STONE VENEER z North Elevation (OR SPANDREL PANEL) CHISEL FACE STONE VENEER STORE SIGNAGE GLU-LAM TRUSS- — METAL ROOFING SCORED EIFS METAL ROOFING GROUND FACE Et CHISELED FACE GLU-LAM BRACKETS <,;,,. MASONRY-INTEGRAL COLOR N p r ro LU e � EEZI u� aEi r r - a a --� ,r � to L ___ ______ _-_-___-____---- N L) e PATTERNED GLASS(OR SPANDREL PA PRE FINISHED METAL LOUVER PRECAST LINTEL/CAP _________ __-_______ PRE FINISHED METAL LOUVER CHISELED FACE STONE VENEER LEDGE STONE VENEER -- SCORED/TEXTURED PLASTER (ALT.-CHISELED FACE MASONRY) W 3 West Elevation Y E n SCORED EIFS GROUND FACE Et CHISELED FACE ' MASONRY INTEGRAL COLOR PHARMACY SIGN J^ € METAL ROOFING //F4) ,y i METAL AWNING _ � N r Faod 8, , H ® ® r' r d RIVI+rTEIR 0 z w _ - W an rr s L----------- -----� LEDGE STONE VENEER VISION GLASS CHISEL FACE STONE VENEER PRECAST LINTEL/CAP Project No: 05-101 COVERED LOADING DOCK METALAWNING PATTERNED GLASS -_ DISPLAY WINDOWS DRIVE-UP WINDOW c 0—by: CGH 4 South Elevation (OR SPANDREL PANEL) a D.W mo 2MAYs 4 - - - A3.1 -- --- - - -- _ _ - - OF: SHEETS ENGINEERS ® MORMSON SCIENTISTS j�j�►J 111 SURVEYORS ®® MMERLE INC. PLANNERS 28•�T_CHNOLOGY BLVD.WEST• BOZE.41A:,MT 59718 406-587-072 1 • FOX 406-922-8103 An Employee-Owned Company August 10, 2010 Brian Krueger, Associate Planner City of Bozeman Department of Planning and Community Development P.O. Box 1230 Bozeman, MT 59771-1230 Re: Bozeman Gateway PUD— Minor Modifications to the PUD E C a f� MMI#: 3638.013.040.0310 L� AUG I 1 )010 Dear Brian: DEPARTMENT OF PLANNING AND COMMA. C�COPMENT This letter along with the attached Development Review Application is a request to make rrmar modifications to the Bozeman Gateway PUD as discussed between the City of Bozeman and Mitchell Development Group. The modifications,requested will follow the outline you provided in an email on August 5, 2010. The following are descriptions of said requested modifications to the Bozeman Gateway PUD along with a brief explanation for the modificatior and the page in the Bozeman Gateway Development Manual in which the requested modification will replace the existing language or exhibit. 1. Revise Master Plan to include Anchor tenant in Phase 2 along Sovfh 29rh Avenue. Modification represents more closely the original plan as described in the preliminary PUD Application. See attached Master Plan to be located in the Appendix and!on page 3 and throughout the Development Manual where the Master plan is referenced. 2. Revise Master Plan to accurately shove the Morrison-Maierle, Inc. building located in Phase 3 at the intersection of South 2.0t Avenue and Technoloay E�oulevard West. Building and site already constructed. See attached revised Master Plan to be located in the Appendix and on page 3 and throughout the Development Man:jal where the Master plan is referenced. While Mitchell Development is willing to make this change it shall not set precedent for requiring a minor or major amendment to the Master Plan if a building is constructed that does not exactly mirror the revised Master Plan As stated in,the Development Manual, the renderings, plans and diagrams contained throughout it (including the Master Plan) ex=nibit the project's overall design 'rtent but they by r:o means present final site conditions, lar:dscaing or building location and architecture. 3. Remove the Anchor tenant in phase 2 from the Lifestyle Center into the Convenience Center portion of the development. The anchor tenant in this location is more corducive for the Convenierce Center portion of the PUD. See attached revised Development Manual pages 7, 36 and 87. 4. Remove proposed ponds front the Landscapq plans for Open Spaces#6 and#%. Lack of surface water maces it unrealistic to.construct as originally proposed. See attached revised landscape exhibits on pages 41, 60, 32 and 64. "Providing rc-sources in partnership wits clients to achieve,their goals" ® M RRI N 0 SO ��, MAIERLE,INC. An Employee-Owned Company 5. Modify areas identified as required Main Street frontages. Eliminates confusion for identifying Main Street for the Lifestyle Center and the Convenience Center. Revised Main Street frontages are consistent on both pages 9 and 34 as discussed during meeting with the City of Bozeman. See attached revised Development Manual pages 9 and 34. 6. Revise standards for Main Street that apply to Convenience Center and Office/Professional. The added exhibit differentiates between the Lifestyle Center, the Convenience Center and the Office/Professional area Main Street frontages. See attached modified Development Manual page 10. 7. Modify the language regarding the 20% change in vertical height for single tenant users with facades longer than 50'. A 20% change in vertical height for single tenant users with facades longer than 50' is not required but encouraged. See attached revised Development Manual Page 94. 8. Modify the language for retail transparency to differentiate between retail in the Lifestyle Center, the Convenience Center and the Office/Professional area. This section of the. Development Manual grouped the three different uses under one category. Where the retail for each area shall be reviewed on its own merits depending on where it is located in the PUD. See attached revised Development Manual page 100. 9. Modify the language for service door requirements. Service door language to represent more closely projects that are already constructed. See attached revised Development Manual page 102. 10. Modify the language for required Entry Zone and Display Zone for the entire width of the store. Language revised to require an Entry Zone and Display Zone for uses in the Convenience and Lifestyle Centers for a distance on the store depending on the width of the store. See attached revised Development Manual page 105. If you should have any questions regarding the requested minor modifications to the Bozeman Gateway PUD don't hesitate to contact me. Sincerely, �] MOFMSON-MMERLE,INC. . C��fil/1j�Qr•.�.._� James A. Ullman, PE Froject Engineer cc: Ted Mitchell, Mitchell Development Group Tara DePuy, Attorney at Law File 14\3638\013\DOCS\CORRESP\8-09-10 Brian K-Minor Mods.docx Page 2 of 2 "Providing resources in partnership with clients to achieve their goals" REVISED: 06-06-08 REVISED: 08-10-10 I _ `�- - 1 •�/'ti I ;ice �: _ � ,`i �/� - - _ _.. - - - S j i � J �l r, : THE.-DEVELOPMENT MANUAL -FOR, hB _ OZ 'rM) "­ Jl �' -�, y.:_ ti so /� I �.1. it � � rl��• 'r �t �' � t '� � I�:- I it :► =�i�y f���':F:I 1 it �ita' � / � �I 1. �ia', ,,F t •`ice''' .� J `� � j:��'.� �`'t� f J /iT + •j c 1.. i , I. Introduction A. Project Overview - REVtsEo. 08-10-10 Bozeman Gateway signals a new age in regional shopping center design. Detailed in the locally prevalent craftsman style and modeled after historic community retail centers, Bozeman Gateway will be the premier shopping destination in the area. The project brings the state of Montana its first life- style center, showcasing a unique environment for shopping, dining, working, and entertainment. r usHW.~rIn � I Project Site Plan -' 1 Graphics Revised 08-10-10 The Bozeman Gateway, situated at the southwest corner of College Street and Huffine Lane, encompasses a 72-acre parcel, which is planned as a mixed-use development and lifestyle center. In addition the development will include free- standing office buildings and a hotel/conference complex on the eastern quadrant of the project, while along the western 'k boundary a streetscape convenience retail/service phase is anticipated adjacent to Fowler Avenue. To further emphasize �__ I. Introduction _�� 7 B. West le Center Defined J j REVISED; Y 06=D6-D8 REYFSED; The lifestyle center format integrates retail/commercial, of- 08-110-10 fice, restaurant, and entertainment uses by escaping the Wit; typical "strip" center concept. The customary strip center �I configuration is reversed by utilizing a "main street" approach and facing the primary building entrances to a common inte- rior route. This interior features pedestrian-friendly open-air squares and plazas. While vehicular access and angled park- ing are provided along the main interior street, the emphasis is on pedestrian activities. In addition, this particular lifestyle presentation will be enhanced by a number of water features in the form of ponds, streams, fountains and natural wet- lands. O3"IG~Y " - Transitional Buildin� -n � ��I (See Page 88) R' I omOVO ►--ate ,� •� r . �� � �� 6`-2S I Lifestyle Center Graphics Revised 08-10-10 The idea of a single main entrance facade is abandoned in the lifestyle center. The main portion of customer parking and �� vehicular circulation will be provided on the periphery of the J� lifestyle development, integrating the extensive landscaping I. Introductiono� g C. Main Street Defined _ 1' 08-10 10 � -� � as-i�o-�,o Pedestrian activity creates a subconscious reinforcement that it's okay to be there. That it's a place where one should be. When people are visible from the street, curious passersby �= are more likely to park, get out of their cars, and find out why everyone is there. Being "where the action is" can be irresist- ible for may people. The solution for adding pedestrian activ- ity to a project is to orient buildings so that they take advan- tage of the traditional main street model. US mcmvAr 191 z � � I \ III 00 • T VR I V I r --- s 4 ' I The Indicated Areas Will Be Designed �E Under the Main Street Guidelines Graphics Revised 08-10-10 A traditional main street is generally composed of one to - three storybuildings. Retail is always the primary function 9 Y P rY of the first level. Upper levels can include service oriented �.cz retail, professional offices, or even residential. The diverse retail establishments on the ground floor attract the most 10 =1 I. Introduction REVISED: -' os-io-io C. Main Street Defined pedestrian circulation, promotinq the community atmosphere, while the architectural style and roof lines create and urban ¢ ram, architectural theme. Creating a collective identity among in- 1:S dividual shops will draw customers. _Jf -� Main street will convey vehicular traffic, but more importantly J ter; it will have wide sidewalks and planting strips to promote a 0 -1_ high level of pedestrian activity as well. Primary shop en- trances will be located on Main street through recessed doors. 3 Street-side parking will be convenient, but minimal so as not /s /8 to interfere with the active pedestrian quality. L 15 inimum Width�of For the purposes of this Development Manual, "main street" Walk in Front of-Buildings\, refers to any street with building facades that are immediate- in t e Lifestyle Center ly adjacent to primary pedestrian and vehicular access points within the lifestyle center area. -} w- . 10" lFront linimurn Width of Walk in of Buildings in C 'nvenience Center andOffice/Professional 34 II. Site Development Standards REVISED:06-06-08 C. Civic Spaces - REVISED: 08-=0-1v c. A rhythm will-be provided by pedestrian scale light poles with colorful banners approximately every 65' '. Occurriiiy betweeri Lhern aL 59' 611 teFvels (revised 06-06-08) will be a 4' x 6' planting bed with a tree to provide texture as well as shade. d. Whenever there is a large length of street frontage with out�a• building, dense landscaping should be po- sitioned to continue the sense of an urban edge. ' e. Street furniture and way finding signage-will be abundant. f. Canopies, awnings and colonnades will provide shade and weather protection throughout the street. g. Any sidewalk fronting a building will be a minimum of 12' wide and the radius of curbs at corners should be minimized shortening the street crossing distance at intersections. US HIGHWAY Ill Minimum Sidewalk Widfh _ - '--P-�[� y cH J I�I 1 •- \. �.� • BV R - t � � I 1 • . M J 0 The Indicated Areas Will Be Designed Under the Main Street Guidelines Graphics Revised 08-10-10 H. Site Development Standards 41 D. Green S _J i REVISED; 12� - 08-10-10 1. Open Space A total of 10.2 acres of open space will be created with- �! in the Bozeman Gateway site. There are three signifi- cant open space corridors running from north to south j through the property and an additional corridor running from east to west along Huffine Lane. • US HIGHWAY 191 ❑ r CN00 L�Ay - 0 Open Space Graphics Revised 08-10-10 �i The open space areas will be enhanced with bike/pe- destrian trails and landscaping connecting the site to properties on the north and south. Boulevard trails will provide similar opportunities from east to west along r- Garfield Street and Huffine Lane. These pedestrian corridors and Boulevard Trails will connect the various ' uses, activities, and common open space areas within the site and connect the site with adjacent properties -� 1 - III. Landscape Design Standards REVXSED _ 08-10-10 ��l A. Overview The riparian corridors are retained through generous setbacks and retain the qualities that allow for environmentally sustain- -�-' 1_,+ able site development practices. Such practices include the filtration of storm water and snow run off, erosion control and preservation of native vegetation. In addition, these open spaces help control the microclimate through wind breaks, snow drifting and minimizing the urban heat island effect as- sociatcd with retail parking lots. • i� These corridors also serve a public leisure component by pro- viding pedestrian and bicycle friendly facilities. Such facilities S - include internal trail corridors that connect office buildings to retail and restaurant facilities as well as seating and gathering areas and bicycle parking. These facilities provide valuable amenities for both consumers and retailers, including their - � v� . Q Z ® rAa ¢9 r . Entryway Corridor Landscape Plan --- - , Graphics Revised 08-10-10 62 REVISED: 08-10-10 1 _J. r DAY DAY C*JW 1 Retail Plaza Space Graphics Revised 08-10-10 1 I • 4 • ��� � t _ �M �'� y ��� . ip y �1 F f 64 III. Landscape Design Standards �a o - r i 08_10-10 B. Vegetation i/ J J'• i. The following are suggested ornamental and ever- - green tree species. The list does not prohibit types not mentioned: -f • Japanese Lilac J' • Amur Chokecherry • Canada Red Chokecherry �t • European Mountain Ash • Austrian Pine • Scotch Pine • Colorado (Blue) Spruce • Ornamental Fir . Welch Juniper j. Shrubs will be placed within the open spaces of the project to provide accents on a smaller scale and bring more color and texture to the landscape. k. The following are shrubs species desirable for this de- 1 velopment. The list does not prohibit types not men- tioned: : * Serviceberry F f• `� • Dogwood • Juniper • t • Ninebark �- • Dwarf Pine Potentilla P �..,.r..a. 4 Native Shrub Rose Willow Spirea I echnology Boulevard Park-Plan Lilac Graphics Revised 08-I0-10'-,\ m. Shad trees, and all trees to be installed in the bou- levards, off-street parking lots, common open space areas, public plazas and individual subdivision lots will J be installed at a minimum of 2" caliper. This size is most readily available and, is less susceptible to van- 70 _ _ III. Landscape Design Standards 1 - _= J REVISED: -s -s /� C. Hardscape J' will accommodate users accessing the open spaces with bicycles. =1 e. Site furnishings will be abundant in public plazas, main ---r.. street, or anywhere pedestrians are expected to gath- :� � er. 3. Picnic Tables Numerous outdoor seating areas will be provided for of- fice employees, sho ers and those using the hike-bike PP 9 trails. a. Small round, square or rectangular tables with at- tached benches made of either recycled plastic, pow- der-coated metal, or wood b. At least one of the tables in a picnic cluster should provide access as per ADA guidelines. Finish and color should be consistent with all other site furnishings. i 4. Boulders a. Boulders will serve two purposes in open spaces. They will be used around all footbridges for added interest r and as a visual cue for bridge approaches. They may also be used for retaining soils and providing erosion control around the bridge abutments. _ b. Boulders will also be used in and around planting beds for added interest and to separate planting areas from walkways and lawn. c. Boulders will be a minimum of 2 feet in diameter and of locally available mineral content. 1 Site Furniture 86 IV. Building Design Standards REVISEDc � Overview 0 ,6-06-08 . REVISED: they by no means present final site conditions, landscaping -1 or building location and architecture. Photos throughout this document are used only to visually emphasis points within the text. A brief description of each category and it's unique traits are ` provided below. _ — Life Style Center • The heart of the project, the lifestyle center acts as an - outdoor mall. A building shell, tenant facades (unless otherwise agreed upon), and all site work will be provid- ed by a single developer. Tfan�iti onal_Building Grocery Store Example88)— : r [7 � IIIj �IIII` �raphics-Rev si ed"06-06-08 1 raphi s Revised 08-10-10 Lifestyle Center ' These buildings will have ground floor retail that focuses on creating an urban place and an active pedestrian streetscape by means of human scale and transparency. It is this area of the project that will set the architectural aesthetics for the rest of the project. Any buildings or facade designs that do not enhance the overall look and IV. Building Design Standard_ s 87 o0`s-its-�c . `J 1 A. Overview REVISED; 08-10-10 feel of the project will not be permitted. Convenience Center and Outparcels These single story retail elements might often times be par- celed out. An exact determination of which entities will be responsible for which elements of design and construction a� will be determined by individual lease or sales agreements. All requirements for a consistent and uniform design stan- dard described in this Development Manual will apply. In particular, the facade of any buildings that face north onto the entry way corridor must be enhanced by pedestrian friendly entrances, plazas and/or patios. All buildings with in this area will adhere to any and all applicable design standards set forth in this development manual irregardless of what entity might own, develop, or occupy these build- ings. The architectural aesthetic must adhere to and com- pliment the overall project design. Franchise style architec- ture is prohibited. us ac'nur m ffice Buildings z Convenience Center and Outparcels Graphics Revised 08-10-10 - - gg % IV. Building Design Standards REVISED: 06-06-08 ' ,- A. Overview J Office-Professional _ Single multistory office buildings, and amenities to serve their needs are planned for this area. The aesthetics of the buildings in this cat- egory will incorporate the architectural vocabulary as described in this development manual, however, modifications will be required due to the significant variation in building type and scale. Building designs in the category should still strive to create an urban street edge with an active pedestrian friendly environment. An exact determination of which enti- ties will be responsible for which elements of design and construction will be determined by individual lease or sales agreements. All buildings _- within this area will adhere to any and all applicable design standards set forth in this development manual irregardless of what entity might own, develop, or occupy these buildings. .�.. tr I � r,7 w r `f�` a • . Co. - 0 6---0 } 3 `r Office-Professional This building located just south of Technology Blvd. adjacent to the open spi-,ce shall be a "TRANSITIONAL BUILDING" transitioning from Office-Professional to the Life Style Center. This building may be Office-Professional but shall be designed for the possibility of retail located on the ground floor as identified under the Life Style center section of the Development Manual. (revised 06-06-08) 94 IV. Building Design Standards REVISED: 08-10-10 J B. Building Exterior 3. Mass and Scale Tenant buildings and facade) shall enhance the pedes- trian experience and maintain a human scale in the ~ design. The following elements apply to all building categories: a. Facades longer than 50' must have some variation in facade height. A flat facade cap element across _ long storefronts are not permitted. A 20% change in vertical height between each building module is required. Except for single tenant buildings where a 20% change in height is encouraged. b. Design features such as towers, pediments and other cornice treatments should be utilized to create an 1 I interesting elevation profile. These features may exceed building heights set forth in the development ,_U1 manual. All corner buildings shall include a type of design feature directed towards the corner. c. Adjacent buildings should have unique roof lines j 1 j and parapets varying in styles and heights. Gables, sheds, mansards and hip roof configurations can be 73 1 used to add variety to the facades. A change in roof form between each building module is required. d. Snow stops shall be used on all sloped metal roof r furrns where ruuf edges are above pedesUicni walk- ways. They shall be visually unobtrusive and match the color of the roof, �• e. Gutters on sloped roofs are permitted and will be / mandatory in some areas. Gutters must match the - > 1 roof color or exposed soffit conditions. Exposed Typical Retai! Scale downspouts are permitted but discouraged. Gutters and downspouts must incorporate de-icing electri- cally heated cables. f. All roof top mechanical equipment will be screened 100 0����00 - -- IV. Building Design Standards REVISED; B. Building Exterior O$#1 O-1 O 6. Retail Transparency Transparency requirements shall apply to all facades that face a designated main street. This applies to all retailers in the Lifestyle Center: a. At the pedestrian level, up to 10'-0" above finish ZJ floor, Tenants shall maximize the use of glass. • b.- Ground floor facades shall be a minimum of 70% transparent. J� c. Upper levels shall be a minimum of 45% transparent. ZJ d. Opaque wall areas shall not exceed 10'-0" in width. e. A display zone will be provided at all storefronts and windows. Refer to the section in the Building Interior for further information. f. All facades will have a minimum 12" high base un- LTransparency der all storefronts and windows. This base shall be a highly durable material such as stone or brick. A storefront sitting directly on the finish floor plane will NOT be permitted. g. Glazing shall be low-E and anti-reflective. • h. Mirrored, one way, or reflective glass is NOT permit- ted. i. Spandrel glass should only be used in rare occasions. It will not be a prominent feature on any facade and will not be considered transparent. j. Stained, colored or patterned glass is encouraged k". Security bars on the interior or exterior are prohib- ited. 1 All retailers in the Convenience Center as well as any � - commercial ventures in the Office/Professional area will IV. Building Design Standards 101 0�=it fro 0 B. Building Exterior comply with the street level interest policy and guide- lines as set forth in the Bozeman Objectives Plan. _— 7. Building Entrances �= _l These entrance requirements apply to all building cat- , egories. Main Entrance ` A Tenant's main entrance will open out to the street's side walk in the lifestyle center, to the parking lot in the convenience center. The following shall govern these entrances; Y" a. Entrances must open directly onto a sales floor. Air - locks are permitted as long as they meet all appli- cable codes. b. For stores which have a facade width of 30'-0" or 1 less, the total entryopening width shall not exceed P 9 c. Stores which have a facade width greater than 30'- Detail Entrance 0", the total entry opening width shall not exceed 12'-0". The entry door openings must be divided so that no single opening exceeds 8'-0" in width. d. Doors are to be substantially glass and must be a minimum of 7'-0" height. These doors must swing . outward and be recessed so they do not swing be- yond the face of the adjacent store facade construc- tion. e. Use of sliding glass doors is discouraged. Where utilized, door framing, mullions and jambs shall align -- �� p {r} �f �5 ;f �.. �� i}• r �3 i r y �' ��, I ,� +i Fr �1 .' #_ {� 102 IV. Building Design Standards REVISED; os-so-so B. Building Exterior - f' when the doors are opened. The storefront shall be designed to minimize the appearance of such doors. Secondary Entrance A secondary entrance will open out to the parking lot in �— _ the rear of the store if applicable. This entrance will be • �= held to the same criteria as the main entrance and must open directly onto a sales floor. A hallway or corridor from the entrance to the sales floor will NOT be permit- _ ted. Service Entrance 41-V Service entrance doors shall be architecturally interest- in . g S. Projecting Design Elements r Canopies and awninqs are highly encouraged. Along . - with protecting pedestrians from the elements they cre- • ate an inviting scale for building facades. The following requirements will apply Lu all building types. 1 a. Minimum height to the bottom of the projecting ele- ment is 9 -0 . b. Minimum horizontal projection from the facade is 2'- 0" c. Maximum horizontal projection measured from the Mega/ and G/ass--Canopy \. lease line is 8'-0". d. The projecting element should stop a minimum of 1'- 6" from the adjacent tenant. 1 • � • D f! a �� r s. �;� � . ��, ;� i �' ��I ,; i� ', �� IV. Building Design Standards 105 . _-_�? C. Bu�ld�ng Interior REVISED; 06-06-08 L� REVISED; 1. Retail Display and Entry Zone Criteria 08-10-10 J All stores in the Convenience and Lifestyle Centers are +�~ to have an Entry Zone and a Display Zone 5'-0" deep which extends a minimum of 30-50 feet depending on the width of the storefront. The appearance and design of these zones are critical to the store's overall image to • the pedestrian. Design solutions and materials in these zones are to be of the highest quality. The following design criteria applies to both zones: a. A quality hard surface flooring such as wood, stone or ceramic tile shall be provided throughout this zone. Carpeting will not be allowed. b. All walls within these zones shall be provided with high quality finishes such as stone tile, wood panels,or high quality wall coverings. Trim and decorative treatments shall be utilized. Painted gypsum board --� is not permitted. '�- c. Ceilings materials shall be painted gypsum board, wood or other type of hard surface material. Sprin- kler heads shall be the fully recessed type. z d. No speakers will be allowed on the store facade or- inside the store which would allow sounds to be heard on the exterior. e. Television monitors to be installed in these zones require specific approval by the Landlord. Monitors shall be incorporated into the overall store facade de- f sign and are to be encased within attractive display \'Di5 /aN Vi!'.n. Bows P fixtures to conceal all surfaces except for the screen P y. surface and may not emit any sound. �� �_ ,. _ • Z .. �. � . � � w f k � -. r .. +�; ... :R a {}� R} 1� TREES IN R.O.H.MUST NOT INTERFL-R WITH TRAFFIC 516NA6E "o. • ONLY 1- LTI-STEIIIMED ORNAMENTAL TREES;A ,L=j R16W OF:WAY,PLANT A MINIMUM OF S'FROM =0 St JOLENE J..10 UTILITIES,(HAND D15) WR: (V E31 L AMA DESIGNED BY Z c/) UU COLLEGE STREET AMA Ex Cv VERT-Bofz- DRAWN BY 0 H6RMON-STREAM DITCH JJR z "IG"Mp" 91 CHECKED BY 06/16/10 0 -L T T A DATE O.S. 05022 PROJECT NO. 4,762 S Ft 05022_LANDMP,dwg q FILE NO. * STREAM Al 'IS 0 7f 6 E—O z A 0 0 ;2 0 . 0 E- 2 za 0 0 0 0 0 0 0 m �E o 0 0 -Z TRA 0 j �=o 0 IL "451-TION 0 0 0 0 0 0 0 0 OPEN SPACE 6 E- SCALE. I"-4a Z BOTANICAL NAME COt-t-ION NAME 0 At-flR--,NC,HIER SPP. SERVICAEBERRY ARTEM151A SPP. SAGEz LEGEND CARA&AMA SPP. CARACAHA C-ORNUS SPP. v06f-iOOP5 ri 1 NINMAALK PRUNUS.SPP. SANCIC� BOULEVARD TREE DEGIDUpY TREE ('11'VICATes FL)TI-SToolm Tr,*.')N EOULIZVARO) ------ RJIU5 SPP. Sut-t-.-, 0"j ('16 (,)ORNAMENTAL TREE —TREE SPECIES ARE N ADDITION To THOSE OPTION AVAILABLE) LISTED UNDER BOULEVARD TREES* RIBE5,5PP. CURRANT 0 BOTANICAL NAME CONRION NAME BOTANICAL NAME COMMON KAt-m BOTANICAL NAME COMMON NAME BOTANICAL NAME COMMON NAME ROSA SPP. NATIVE SHRUB ROSE 0 o ACER PLATANOIDES bhOR.WAY MAPLE CRATASSUS X MORDENENSIS TOGA HAWTHORN JUNIPERUS SC40FNA-ORLH ROCXY MOUNTAIN JUNIPER POPULU5 TR04LOIOE5 QUAKINO APSEN SALIX SPP. NATIVE WILLOW UU VAR- syl-'rPHORICARP05 SPP. SNOMBERRY ACER RUBRU" RED MAPLE AMELANCHIER X APPLE SERV10EBERRY' PIC-EA E)68W.NNIl ENSELMANN 5PRLKE BETULA OCCIDENTAL15 NATIVE 1,41ESTERN RIVER cc CELTIS OCCIDENTALIS COMMON MACACBERRY CARADIFLORA BIRC44 VIRBURNUM 5PP. VIRSUIRNUM 0- ACER 1511,0ZAILA AK)R MAPLE- PICZA PUN6II945 COLORADO SPRUCE ALNUS.TENUIFOLIA THINLEAF ALDER SYTUN&A,5PP. LILAC FRAXINU5 1,116RA BLACK ASH ACER&LABR.&I ROCKY t,40UNTAIN MAPLE' 5ALIX PENTANORA LAUREL LEAF WILLOW POTEIIITILLA 5PP. POTENTILLA PRAXINU5 PEIMYLVANICA PA11',ORE GREEN ASH POPULurs TRm4LOImS GMAKIN&ASPEN' PSELVOTSL49A MENZIESII OOU&LAS FIR POPULUE.NI&RA NARRO"LEAP JUNIPERU5 H.SPP. HORIZONTAL.JUNIPER PINr NICRA AUSTRIAN PINE� PINTS SPP. DWARF FINE 6-EVIT54A TRIAOANTHOS THORNLESS HONEYLOU5T HELICTOTRIGON 5PP. ORNAMENTAL 6R A55PRUNU MAACKII AMUR Ch4OKECHERRY- PIN.5YLVESTRJS SCOTCH Pl Z MOLINA SPP. ORNAMENTAL 64ZAS5 OUERCA)S MACROCARPA BUR OAK PRUNtr.N16RA PRINCESS FRINGE-6 KAY PLU" NOTES PANICJUM 5PP. ORNAMENTAL GRASSTILIA AMERICANA AI-IERICAN LINDEN KAY' 1. ALL IMPROVEMENTS t�IUST FOLLOW THE REC.01-�ATIONS PRINK VIRrINIAHA'C.ANADA CANADA RED OF THE CONDITIONS OF THE APPROVAL FOR THE PU0 AND r-Ad-AMA&R.05TI5 SPP. ORNAMENTAL REED 6RAS5 TILIA COROATA LITTLELEAF LINDEN DEVELOPMENT MANUAL. VERIFY SCALE RED' CHOKSCHERRY- O. LANDSCAPE FEATURES INSTALLED OVER OR AROUND OVY-IDUOU5 AND EVERUSREEN SHRUBS, MOLINA SPP. ORNAMENTAL 6RAS5 AREAS ORNAMENTAL GRASSES,PERENNIALS.ANNUALS UI-t-IUS AMERICANA T CONTAIN A DRAINAGE BA51H IN THE OPEN VINCA sep. THESE PRINTS MAY HAVE BE u C) ACCADLAVE ELM CVLATA TREE LILAC- SPACE CORRIDOR WILL HDr 13E IMPACTED. AND&R.COVERS, SPECIES 5*1�BE -— GRAND COVER 'j, 3. ALL LANDSCAPE 15LANM THAT INCLUDE DECORATIVE SELECTED FOR THEIR SITE APPROPRIATENESS, HEMEROCALLIS 9PP. PERENNIAL DAYLILY REDUCED FROM THEIR ORIGINAL BEEN P., -,:� j F SIZE. -TERM MAINTENANCE. LINE BELOW MEASURES ONE & 5ORBUS DISC4RA SHOW MOUNTAAM ASH ROCK OR&RAVEL AS A GROUNDCOVER 04&C.N)SHALL ADAI�TABLITY AND LONG-TERM THE SPECIFY•RIVER ROCK'OR EQUAL. Ae-HiLLFA SPP. PERENNIAL YARROW INCH ON THE ORIGINAL DRAWING. U) > 4. LIST OF PLANT SPBGIE5 DOES NOT PRECLUDE THE 5ALVIA SPP. PERENNIAL5Ar.E CONSIDERATION OF ADDITIONAL SPEC IE5 Pi ERE APPROPRIATE, RIAMECKIA 5PP. PERENNIAL C.ONEFLO1,11ER NOTE: CONCEPTUAL DRAWINGS ONLY;NOT FOR r-ONSTPJJr-TION NOT SUITABLE FOR PLANING UNDER OR NEAR PEN5TEMON SPP. PERENNIAL FE�70,101,1 MODIFY SCALE ACCORDINGLY. OVERHEAD UTILITY LINES ANNUAL FLOPC=RS Lu z 0 u ul) ITJ SHEET OS6- L x--__.. . s - x--zc—x-—�c—�c- � �/�i ,� �f'�� _ :- � -J �t :..n�."�Cy � s]P �Y �,p ^t� � �t��� l •��' .��_ s-r �_ .+ _ � t Ems^-►�� - 0 a t i� .Q� - r�• �� I_ ?�.�S� ij k' ± f�- /�.:. .. ..a.'�„ 1 L,•f r 1 r, J i r:`�;}}Ja J!�_' '�'ti'aver� •El' p •��r US NI_GHWAJ_Y 1-9 �-- / REST _ - J • PADEs e y, � 11 oKo� REST P RETAIL AD a� � G o � G 1 ,� 1 - 7 f p PAD l 'r" _ d ANC 0R ♦ t� 61K 1• osa''R'` ARK Yn� B KE O - {r '•. anRKIL f ` Q O IN .. n OFFII R ;AIL: n All W OF O 1, rFC D ' LU � yHo o t, RETAIL, Gy REAI Q _� 0 MINI RETAIL, C-+JGR R •AIL �� eO(J V - - P)V�C ,moll t RESWKE gRDi REST PAtiK = i wl �Prx• �rwCD RETsA1L f �� ARK O E AIL ... OFFICE' k p ' REST Q N AItINI LDGGI #_,2 N REST Q CYH�" > U , ANGHOR� LC :R L st i RETa41lC r. - .r tGAR•FIE6R;STREET ,____� - Mil 0 9W ffir Conceptual Design Mitchell Development Group,LLC a Bozeman Gateway/Bozeman Montana t� The rendering,plan and diagrams contained herein are based on conceptual and preliminary August 10,2010 P.O.Box 738 ^ �» 208220.0'1 �� l MOMSON schematic design only and by no means,what so ever,represent final features.Final design uJ Great Falls,MT 59403 �r t�MAM1U,Ac will be altered by site constraints,tenant requirements,construction costs,compatibility with Deve opment rOUP e.c�y..a.+a�.♦ C A L L 15 0 N surrounding constructed architecture,and further aesthetic development CIT' OF BOZEMAN 13 IP M [). ,RTMENT OF PLANNING AND E AMUNITY DEVELOPMENT Alfred M. Stiff Professional Building phone 406-582-2260 20 East Olive Street fax 406-582-2263 P.O. Box 1230 planning@bozeman.net Bozeman, Montana 59771-1230 www.bozeman.net August 17, 2010 Mitchell Development Group,LLC P.O. Box 738 Great Falls, MT 59403 Re: Bozeman Gateway Planned Unit Development Minor Modifications#Z-05217A Dear Sirs and Madams: The above-referenced final plan modification application was received on August 11, 2010. The application was reviewed-in accordance with the submittal checklists and Chapter 18.78 of the Unified Development Ordinance (UDO) and appears to meet the submittal requirements. Therefore, the application has been deemed acceptable for initial review. The Development Review Committee (DRC) will discuss the application on one Wednesday, August 25, 2010, at 10 am. Staff recommends that you attend the DRC meeting to answer any questions that may arise. All DRC meetings are held in the second floor Conference Room at the Professional Building, 20 East Olive Street, Bozeman, Montana. We have yet to determine whether the application and required submittal materials contain the detailed supporting information that is adequate to allow for the review process to continue beyond the DRC and DRB. You will be notified regarding the adequacy of the application on or before September 8, 2010. Once the application is deemed adequate, it will be reviewed staff and a recommendation on the project will be forwarded to the City Commission for a decision. The application is scheduled to be reviewed by the Planning Director for a decision following review by the Development Review Committee and planning staff. Please feel free to contact me at 582-2260 if you have any questions regarding the application or the review process in general. Sincerel , Brian Krueger Associate Planner cc: Jim Ullman, Morrison Maierle, Inc., Box 1113, Bozeman; MT 59771 community planning zoning subdivision review annexation historic preservation neighborhood planning urban design GIs r ENGINEERS ® MOMSON SCIENTISTS j� SURVEYORS ANIMMERLE,-INC. PLANNERS 2880TECiNOLOGYBLVD.WEST• BOZEMAN MT 59718 406-587-0121 FAX 406.922.6703 An Employee-Owned Company August 10, 2010 Brian Krueger, Associate Planner City of Bozeman Department of Planning and Community Development P.O. Box 1230 n IE Bozeman, MT 59771-1230 D �I v E] Re: Bozeman Gateway PUD—Minor Modifications to the PUD AUG 11 2010 M M I#: 3638.013.040.0310 DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT Dear Brian: This letter along with the attached Development Review Application is a request to make minor (modifications to the Bozeman Gateway PUD as discussed between the City of Bozeman and Mitchell Development Group. The modifications requested will follow the outline you provided in ,an email on August 5, 2010. The following are descriptions of said requested modifications to the Eozeman Gateway PUD along with a brief explanation for the modification and the page in the Bozeman Gateway Development Manual in which the requested modification will replace the existing language or . exhibit. 1. Revise Master Plan to inc"ude Anchor tenant in Phase 2 along South 29fh Avenue. Modification represents more closely the original plan as described in the preliminary PUD Application. See attached Master Plan to be located in the Appendix and on page 3 and throughout the Development Manual where the Master plan is referenced. 2. Revise Master Plan to accurately show the Morrison-Maierle, Inc. building located in Phase 3 at the intersection of South 29th Avenue and Technology Boulevard West. Building and site already constructed. See attached revised Master Plan to be located in the Appendix and on page 3 and throughout the Development Manual where the Master plan is referenced. While Mitchell Development is willing to make this change it shall not set precedent for requiring a minor or major amendment to the:Master Plan if a building is constructed that does not exactly mirror the revised Master Plan. As stated in the Development Manual, the renderings, plans and diagrams contained throughout it (including the Master Plar) exhibit the project's overall design intent but they by no means present final site conditions, landscaping or building location and architecture. 3. Remove the Anchor tenant in Phase 2 from the Lifestyle Center into the Convenience Center portion of the development. The Anchor tenant in this location is more conducive for the Convenience Center portion of the PUD. See attachec revised Development Manual pages 7, 86 and 87. 4. Remove proposed ponds.from the Landscape plans for Open Spaces#6 and#7. Lack of surface water makes it unrealistic to construct as originally proposed. See attached revised landscape exhibits on pages 41, 60, 62 and 64. "Providing resources in partnership with.clients to achieve their goals" �; ;�, ��, ', �� �� �� `�i ,,� ��� (I e i � � i{ , t k • �, ', 4 � � �' '�. �, �I ,, ,�, • �r �, ' �' -� �� �, �, �' , ��� �{ #I #i �� MORRISO ®® MAIERLE,INC. An Employee-Owned Company 5. Modify areas identified as required Main Street frontages. Eliminates confusion for identifying Main Street for the Lifestyle Center and the Convenience Center. Revised Main Street frontages are consistent on both pages 9 and 34 as discussed during meeting with the City of Bozeman. See attached revised Development Manual pages 9 . and 34. 6. Revise standards for Main Street that apply to Convenience Center and Office/Professional. The added exhibit differentiates between the Lifestyle Center the Convenience Center and the Office/Professional area Main Street frontages. See attached modified Development Manual page 10. 7. Modify the language regarding the 20% change in vertical height for single tenant users with facades longer than 50'. A 20% change in vertical height for single tenant users with facades longer than 50' is not required but encouraged. See attached revised Development Manual Page 94. 8. Modify the language for retail transparency to differentiate between retail in the Lifestyle Center, the Convenience Center and the Office/Professional area. This section of the Development Manual grouped the three different uses under one category. Where the retail for each area shall be reviewed on its own merits depending on where it is located in the PUD. See attached revised Development Manual page 100. 9. Modify the language for service door requirements. Service door language to represent more closely projects that are already constructed. See attached revised Development Manual page 102. 10. Modify the language for required Entry Zone and Display Zone for the entire width of the store. Language revised to require an Entry Zone and Display Zone for uses in the Convenience and Lifestyle Centers for a distance on the store depending on the width of the store. See attached revised Development Manual page 105. If you should have any questions regarding the requested minor modifications to the Bozeman Gateway PUD don't hesitate to contact me. Sincerely, MORMSON-MAIERLE,INC. James A. Ullman, PE Project Engineer CC' Ted Mitchell, Mitchell Development Group Tara DePuy, Attorney at Law File NA3638\01 3\DOCS\CORRESP\8-09-1 0 Brian K-Minor Mods.docx Page 2 of 2 "Providing resources in partnership with clients to achieve their goals" CITY OF BOZEMAN DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT Alfred M. Stiff Professional Building phone 406-582-2260 20 East Olive Street fax 406-582-2263 P.O. Box 1230 planning@bozeman.net Bozeman, Montana 59771-1230 www.bozeman.net DEVELOPMENT REVIEW APPLICATION 1.Name of Project/Development: Bozeman Gateway Subdivision,PUD 2. Property Owner Information: Name: Mitchell Development Group,LLC E-mail Address: ted@mdandi.com Mailing Address: P.O.Box 738,Great Falls,MT 59403 Phone: 406-761-4400 FAX: 406-761-4401 3.Applicant Information: Name: Mitchell Development Group,LLC E-mail Address: ted@mdandi.com Mailing Address: P.O.Box 738,Great Falls,MT 59403 Phone: 406-761-4400 FAX: 406-761-4401 4. Representative Information: Name: Jim Ullman,Morrison-Maierle,Inc. E-mail Address: jullman@m-m.net Mailing Address: P.O.Box 1113,Bozeman,MT 59771-1113 Phone: 406-587-0721 FAX: 406-922-6703 5.Legal Description: Tract 2A of the Amended Plat of West College Minor Subdivision No. 195 6. Street Address: 2880 Technology Boulevard West 7. Project Description: Mixed use Commercial Development 8.Zoning Designation(s): B-2 9. Current Land Use(s): Vacant 10. Bozeman 2020 Community Plan Designation: B-2 11. Gross Area: Acres: 72.2 Square Feet: 3,145,032 12.Net Area: Acres: 50.9 Square Feet: 2,217,204 Page 1 Appropriate Review Fee Submitted ❑ 13. Is the subject site within an urban renewal district? ❑ Yes,answer question 13a No,go to question 14 13a.Which urban renewal district? ❑Downtown ❑ Northeast(NURD) ❑ North 7'h Avenue 14. Is the subject site within an overlay district? ❑ Yes,answer question 14a ❑ No,go to question 15 14a.Which Overlay District? ❑ Casino ❑ Neighborhood Conservation 0 Entryway Corridor 15.Will this application require a deviation(s)? ❑ Yes,list UDC)section(s): No 16.Application Type (please check all that apply): ❑O.Planned Unit Development-Concept Plan ❑A.Sketch Plan for Regulated Activities in Regulated Wetlands ❑P.Planned Unit Development-Preliminary Plan ❑B.Reuse,Change in Use,Further Development Pre-9/3/91 Site ❑ Q.Planned Unit Development—Final Plan ✓❑C.Amendment/Modification of Plan Approved On/After 9/3/91 ❑R.Planned Unit Development—Master Plan ❑D.Reuse,Change in Use,Further Development,Amendment/COA EIS.Subdivision Pre-application ❑E.Special Temporary Use Permit ❑T.Subdivision Preliminary Plat ❑F.Sketch Plan/COA ❑U.Subdivision Final Plat ❑G.Sketch Plan/COA with an Intensification of Use ❑V.Subdivision Exemption ❑H.Preliminary Site Plan/COA ❑W.Annexation ❑I.Preliminary Site Plan ❑K.Zoning Map Amendment ❑J.Preliminary Master Site Plan ❑Y.Unified Development Ordinance Text Amendment ❑K.Conditional Use Permit ❑ Z.Zoning Variance ❑L.Conditional Use Permit/COA ❑AA.Growth Policy Map Amendment ❑M.Administrative Project Decision Appeal ❑BB.Growth Policy Text Amendment ❑N.Administrative Interpretation Appeal ❑ Other: This application must be accompanied by the appropriate checklist(s),number of plans or plats,adjoiner information and materials,and fee (see Development Review Application Requirements and Fees). The plans or plats must be drawn to scale on paper not smaller than 8'/2- by 11-inches or larger than 24-by 36-inches folded into individual sets no larger than 81/2-by 14-inches. The name of the project must be shown on the cover sheet of the plans. If 3-ring binders will be used,they must include a table of contents and tabbed dividers between sections. Application deadlines are Wednesdays at 5:00 pm. This application must be signed by both the applicant(s) and the property owner(s)(if different)before the submittal will be accepted. As indicated by the signature(s) below, the applicant(s) and property owner(s) submit this application for review under the terms and provisions of the Bozeman Municipal Code. It is further indicated that any work undertaken to complete a development approved by the City of Bozeman shall be in conformance with the requirements of the Bozeman Municipal Code and any special conditions established by the approval authority.I acknowledge that the City has an Impact Fee Program and impact fees may be assessed for my project. Further,I agree to grant City personnel and other review agency representatives access to the subject site during the course of the review process (Section 18.64.050,BMC). I(We)hereby certify that the above information is true and correct to the best of my(our)knowledge. Applicant's Signature: Date: - /' I a Applicant's Signatur . Date: l' Property Owner's Signature: ,�, - WZ Date: O - V D Property Owner's Signa Date: Page 2 (Development Review Application—Prepared 11/25/03;Amended 9/17/04,5/l/06;9/18/07) TREES IN R-OJq.MUST NOT INTERFER HITH TRAFFIC 54. W. ONLY Y MULTI-STEMMED ORNAMENTAL TREES ALJ-ot�Ec,IN RIGHT OF KAY,PLANT A MINIM."OF S'FROM SMSURFAW IC UTILITIES(HAND DIG) st JOLENE J. p TRUCT C I E31 L AMA a: DESIGNED BY z w AMA COLLEGE STREET DRAWN BY 0 EX r-ULVERT-12OFt- to z HARMON-STREAM DITCHJJR CHECKED BY vkaa 0l"' 191 a. 06/16/10 0 7: R T T A DATE §2 05022 O.S. .6 PROJECT NO. QV *4,762 SqFt .05022 kNDMP. FILE NO. CIS 0 z r-'TR A — 0 ell 4. ciao D 55 oq IL TnI 0 I ,CA 0 0 0 m 6 E- 1�z 3 4 3 0 0 'IT TRAIL CONNECTION t wikh0 0 0 0 0 0 0 0 0 0 OPEN SPACE 6 SCALE 1*-4V Z BOTANICAL NAME COMMON NAME C) A&,93-A&rHIER SPP. SERIAGESERRY ARTEMISIA SPP. SAGE LEOEND r-ARA&ANA SPP. CARA&ANA C-ORYA15 5PP. 4 voBHOODS PHYSOC.ARPU5 5PP. NINEBARK (- BOULEVARD TREE oRNAMENNrAL TREE EVERGREEN TREE F-RUt4JS SPP. SAN12C+1ERRY N (-INVICAT15-5 MUTI-ST&4-112D (NON BOULEVARD) RHOS SPP. SUMAr, 0 0 0 SPECIES ARE IN ADDITION TO THOSE U.1 OPTION AVAILABLE) LISTED UNDER*BOULEVARD TREES' RIDES,SPP,O (9 1—TREE CAORRANT N BOTANICAL NAME COMMON NAME BOTANICAL NAME COMMON NAME ROSA SPP. NATIVE SHRUB R05E BOTANICAL NAME COMMON NAME BOTANICAL NAME commoN NAME 0 AC4ER PLATANOIDES NOFUIAY MAPLE C4;tATAEr-4r5 X I'DIORPENEN515 TOGA HAWTHORN JUNIPERUS SC-OPULORUIM ROCXY MOUNTA POPULUS.TRE14AOIDES QUAKIN6 APSEN SALIX SPP. NATIVE HILLOPq UJ IN JMI VAR 5114PHORICARP05 5PP. 51,101,43e2zy 0 A<,ER RIJBRUM RED MAPLE AP-1ELANCHIER X APPLE 5ERVK-E5EFUZY- PIC.EA ENSELMANNII ENSELMANN SPRUCE BETULA 00GIVE111TALIS NATIVE IC-STERN RIVER VIROURNIUM 5PP. VIRBURNUM cr CL Va-TIS OCCiDENTALIS --C.OMMON HAC.KBERRr &RADIrLORA BIRCH AC&R&INNALA A)-IUR MAPLE- PICEA PUN16ENS CAOLORAVO 5PF&I-E ALNUS TENUIFOLIA THINLEAF ALDER 5YRIN&A,SPP. LILAC, FRAXINJ55 NICORA BLACK ASH AZ4'-R 6LA5PJJH ROCKY MOUNTAIN MAPLE- SALIX PENTANDRA LAUREL LEAP MLLOP4 POIMMLLA 9PP. POTENTILLA FRAXINUS FTI-MYLVANICA PATt�IORE GREEN ASHPSELVOT5USA M�IESI I VNOVSLAS FIR POPULUS N&RA NARROK.EAr JUNIPEfar.H.SPP. HORIZONTAL JUNIPER 641EVITSIA TRIACANTHOS THORNLESS HONffYLOCA*T Pormus.TREmULotVES CA)AKiN&ASPEN' NICAZA AUSTRIAN PI PINU5 5PP. OKARP FINE PRIJNUS t-MGKIi AMUR C44OrECHERRY- SCOTCH PINE HO-Ir-TOTRIC-ON SPP. ORNAMENTAL GRASS OUEFXAJ5 1,-AGROCARPA BUR OAK FRIINUS NICARA T-R.INCESS PRINCESS KAY PLUM NOTES ?,MINA SPP. ORNAMENTAL CAZASS KAY' I. ALL IMPROVEMENTS MUST FOLLOW THE RE440t-Q-1ENDATIONS PANICUM SPP. ORNAMENTAL TILIA AMERICANA AMERICAN LINDEN OF THE C.ONIPITIONS,OF THE APPROVAL FOR THE PUP AND rALA&-jA.SjRO5TIS SPP. ORNAMENTAL REED PRUNUSS ViRSINIANA'CARADA r-ANAIPA RED DEVELOPMENT MANUAL. TILIA COROATA LITTLELEAF LINDEN RED' 2. LANV5r-APE FEATURES INSTALLED OVER OR ARaINV DECIDUOUS AND EVERGREEN 5HRUI35, MOLINA 5PP. ORNAMENTAL 6RA55 VERIFY SCALE UI-MJS AMERICANA AGI�' LADE ELM AREAS THAT CONTAIN A DRAINAGE BASIN IN THE OPEN ORNAMENTAL 6RASSES,PERENNIALS.ANNUALS VIA SPP. GROUND COVER THESE PRINTS MAY HAVE BEEN U C) SYRINO RETICA)LATA JAPANESE TREE LILAC' SPACE C4MMPOR WILL NOT BE IMPACTED. AND ORO-110 COVERS. SPECIES SHALL BE 5. ALL LANDSCAPE ISLANVS THAT INCLUDE DECORATIVE SELECTED FOR& THEIR SITE APPROPRIATENESS, HEM�ALLIS SPP. PERENNIAL DAYLILY REDUCED FROM THEIR ORIGINAL SIZE.SORBUS DECORA SHOHY MOUNTAIN ROCK OR&RAVEL AS A GROUNDC40VER(MULCH)SHALL AVAPTAELITY AND LONG-TERM MAINTENANCE. AamiLLEA 9PIP. PERENNIAL YARFOV4 THE LINE BELOW MEASURES ONE SPECIFY*RIVER ROOK'OR 5OUAL 4. LIST OF PLANT Ser5GIES DOES NOT PRECLUDE THE SALVIA SPP. PERENNIAL SASE INCH ON THE ORIGINAL DRAWING. u CONSIDERATION OF ADDITIONAL SPECIES WERE 5PP. APPROPRIATE. RJOBECKIA, PERE94NIAL GO"e� US NOTE: C-ONOEPTUAL VFZAkqINC6 ONLY;NOT FOR OONSTRUC-TION HOT SUITABLE FOR PLAN-nNe UNDER OR NEAR PENSTEMON SPP. :t PERENNIAL MODIFY SCALE ACCORDINGLY. OVERHEAD UTILITY LINES ANNUAL FI-Oki!ERS LU tu, X: SHEET OS6- �l � �• ���, 1�' � �� he's �� c-t' �7 r i p �� , rn -- Mo a ono oril ohm 00 ° o { t i 1 t �t r t f. j r J 0 ."� ,,mot a ''r I Y •�'�\•, � ���� t�'r.Y� (!1 1 it �i•+t�i,i r� }I � .� If I. Introduction A. Project Overview o o- Bozeman Gateway signals a new age in regional shopping j center design. Detailed in the locally prevalent craftsman style and modeled after historic community retail centers, r Bozeman Gateway will be the premier shopping destination in the area. The project brings the state of Montana its first life- style center, showcasing a unique environment for shopping, dining, working, and entertainment. ems. °� IIIIj IIIII _� �-�---d Jo �►. ,, . 0 Project Site Plan Graphics Revised 08-10-10 The Bozeman Gateway, situated at the southwest corner of College Street and Huffine Lane, encompasses a 72-acre parcel, which is planned as a. mixed-use development and lifestyle center. In addition the development will include free- standing office buildings and a hotel/conference complex on the eastern quadrant of the project, while along the western boundary a streetscape convenience retail/service phase is anticipated adjacent to Fowler Avenue. To further emphasize - I. Introduction B. Lifestyle Center Defined i R ZS ED, R VZSEOR 10 The lifestyle center format integrates retail/commercial, of- e - '- fice, restaurant, and entertainment uses by escaping the typical "strip" center concept. The customary strip center configuration is reversed by utilizing a "main street" approach and facing the primary building entrances to a common inte- rior route. This interior features pedestrian-friendly open-air squares and plazas. While vehicular access and angled park- ing are provided along the main interior street, the emphasis - is on pedestrian activities. In addition, this particular lifestyle presentation will be enhanced by a number of water features in the form of ponds, streams, fountains and natural wet- lands. - -Transitional Building-- � �i \ -- } 4,.----"--4 -�r` (See Page 88)�f 1, J •.�� .�� �•�I^'{ 6.4 ., ,:�,: ,1.o-� -�: •��: , ! � - -�� � { Lifestyle Center Graphics Revised 08-10-10 The idea of a single main entrance facade is abandoned in then . ;.: lifestyle center. The main portion of customer parking and vehicular circulation will be provided on the periphery of the lifestyle development, integrating the extensive landscaping _ _ I. Introduction oQ�o, g C. Main Street Defined ____J REVISED: �— 08-10-1 o Pedestrian activity creates a subconscious reinforcement that it's okay to be there. That it's a place where one should be. —� When people are visible from the street, curious passersby F_ are more likely to park, get out of their cars, and find out why everyone is there. Being "where the action is" can be irresist- ible for may people. The solution for adding pedestrian activ- ity to a project is to orient buildings so that they take advan- tage of the traditional main street model. US HIGHWAY 191 �Y o .e-pro.. I The Indicated Areas Will Be.Designed Under the Main Street Guidelines Graphics Revised 08-10-10 A traditional main street is generally composed of one to �� three storybuildings. Retail is always the rims function 9 Y primary � ) of the first level. Upper levels can include'service oriented retail, professional offices, or even residential. The diverse retail establishments on the ground floor attract the most ion I. Introduction REVISED: C. Main Street Defined 08-10-10 pedestrian circulation, promoting the community atmosphere, while the architectural style and roof lines create and urban architectural theme. Creating a collective identity among in- dividual shops will draw customers. z -� Main street will convey vehicular traffic, but more importantly it will have wide sidewalks and planting strips to promote a 0 o high level of pedestrian activity as well. Primary shop en- trances will be located on main street through recessed doors. Street-side parking will be convenient, but minimal so as not to interfere with the active pedestrian quality. © Zi 15 Minimum Width�f For the purposes of this Development Manual, "main street" Walk in Front ,oF-Buildings refers to any street with' building facades that are immediate- in the Lifestyle-Center ly adjacent to primary pedestrian and vehicular access points within the lifestyle center area. k — da t o O 3 /Q /8, 10' Minimum Width of Walk in Front ,of Buildings in Convenience Center and Office/professio-na-l__,L� 34 II. Site Development Standards REVISED; C. Civic Spaces 06-06-08 �- REVISED: 08-10-10 c. A rhythm will be provided by pedestrian scale light poles with colorful banners approximately every 65'eveFy SE'. Occurring between them at9'in teFyals (revised 06-06-08) will be a 4' x 6' planting bed with a tree to provide texture as well as shade. d. Whenever there is a large length of street frontage • with out a building, dense landscaping should be po- sitioned to continue the sense of an urban edge-. e. Street furniture and way finding signage will be -abundant. f. Canopies, awnings and colonnades will provide shade and weather protection throughout the street. g. Any sidewalk fronting a building will be a minimum of ` 12' wide and the radius of curbs at.corners should be minimized shortening the street crossing distance at intersections. US HIGHWAY 11K ' Minimum Side-walk Wid`-th =- o �. ri : recH ✓ I -d1 J' ly ItIi�I� n �ti CII}i C o 4 The Indicated Areas Will Be Designed Under the Main Street Guidelines Graphics Revised 08-10-10 H. Site Development Standards , 41 REVISED; D. Green Se --- -� 08-10-10 1. Open Space � A total of 10.2 acres of open space will be created with- �� + in the Bozeman Gateway site. There are three signifi- cant open space corridors running from north to south through the property and an additional corridor running • from east to west along Huffine Lane. -�� US/MGIWAT 101 El � o a---a • :`*e sue :71. a`' e Open Space Graphics Revised 08-10-10 ��-' Theo en s �_� ace areas will be enhanced with _� P P bike/pe- destrian trails and landscaping connecting the site to properties on the north and south. Boulevard trails will provide similar opportunities from east to west along Garfield Street and Huffine Lane. These pedestrian 1 _ corridors and Boulevard Trails will connect the various uses, activities, and common open space areas within the site and connect the site with adjacent properties III. Landscape Design Standards REVISED: 08-1 0-10 A. Overview The riparian corridors are retained through generous setbacks and retain the qualities that allow for environmentally sustain- able site development practices. Such practices include the filtration of storm water and snow run off, erosion control and preservation of native vegetation. In addition, these open spaces help control the microclimate through wind breaks, snow drifting and minimizing the urban heat island effect as- sociated with retail parking lots. These corridors also serve a public leisure component by pro- viding pedestrian and bicycle friendly facilities. Such facilities include internal trail corridors that connect office buildings to retail and restaurant facilities as well as seating and gathering areas and bicycle parking. These facilities provide valuable amenities for both consumers and retailers, including their CO GO -'—• can F 1 Entryway Corridor Landscape Plan Graphics Revised 08-10-10 ,-- REVISED: a8-10-1 D 'F' DAY CAMEoftor-Om 4 �t a DAY GARL' RETAIL r- Retail Plaza Space Graphics Revised 08-10-10 64 III. Landscape Design Standards REVISED: B. Vegetation 08=10-�0 i. The following are suggested ornamental and ever- green tree species. The list does not prohibit types not mentioned: • Japanese Lilac • Amur Chokecherry - • Canada Red Chokecherry \, • European Mountain Ash Austrian Pine • Scotch Pine Colorado (Blue) Spruce } Ornamental Fir w , Welch Juniper j. Shrubs will be placed within the open spaces of the project to provide accents on a smaller scale and bring ---- more color and texture to the landscape. k. The following are shrubs species desirable for this de- velopment. The list does not prohibit types not men- -- % tioned: . • Serviceberry Dogwood Juniper Ninebark �- Dwarf Pine Potentilla Native Shrub Rose • Willow • Spirea Technology Boulevard Park Plan • Lilac Graphic Revised 08-10-10� m. Shad trees, and all trees to be installed in the bou- % I\ levards, off-street parking lots, common open space areas, public plazas and individual subdivision lots will be installed at a minimum of 2" caliper. This size is most readily available and, is less susceptible to van- �- -_ III. Landscape Design Standards REVISED: o -10-10 C-. Hardscape �J will accommodate users accessing the open spaces with bicycles. e. Site furnishings will be abundant in public plazas, main street, or anywhere pedestrians are expected to gath- er. - 3. Picnic Tables Numerous outdoor seating areas will be provided for of- fice employees, shoppers and those using the hike-bike 1 j trails. a. Small round, square or rectangular tables with at- tached benches made of either recycled plastic, pow- :. der-coated metal, or wood - b. At least one of the tables in a picnic cluster should provide access as per ADA guidelines. Finish and color should be consistent with all other site furnishings. 1 4. Boulders a. Boulders will serve two purposes in open spaces. They :Ja!s will be used around all footbridges for added interest and as a visual cue for bridge approaches. They may also be used for retaining soils and providing erosion control around the bridge abutments. b. Boulders will also be used in and around planting beds for added interest and to separate planting areas from walkways and lawn. c. Boulders will be a minimum of 2 feet in diameter and of locally available mineral content. J + Site Furniture 1 IR; i �� ,.� � � ,. ;� �� ;: . . � , .�, �i �' t �i ,, 11 �!' �)' RI 'f ��I �� �� rj �; `' u ir� �� 86 own IV. Building Design Standards REVISED: A. Overview 06-06-08 RErVISED: they by no means present final site conditions, landscaping or building location and architecture. Photos throughout this document are used only to visually emphasis points within the text. A brief description of each category and it's unique traits are ' provided below. AM Life Style Center • m u The heart of the project, the lifestyle center acts as an S ' _ - outdoor mall. A building shell, tenant facades (unless otherwise agreed upon), and all site work will be provid- ed by a single developer. Tra n!§i-tio-n.—I_13.0d.ing �� US HIGHWAY to Grocery Store Example :y Se age 88) ® - T [� 1 III �. zIII IIII � ^ raphies,Rev si ed 06-06-08 - raphi s Revised 08 10-10 - Lifestyle Center These buildings will have ground floor retail that focuses on creating an urban place and an active pedestrian streetscape by means of human scale and transparency. It is this area of the project that will set the architectural' aesthetics for the rest of the project. Any buildings or facade designs that do nu.t enhance the overall look and IV. Building Design Standards 87 A. Overview Rr-VZSVP. feel of the project will not be permitted. Convenience Center and Outparcels These single story retail elements might often times be par- celed out. An exact determination of which entities will be responsible for which elements of design and construction will be determined by individual lease or sales agreements. All requirements for a consistent and uniform design stan- dard described in this Development Manual will apply. In particular, the facade of any buildings that face north onto the entry way corridor must be enhanced by pedestrian friendly entrances, plazas and/or patios. All buildings with in this area will adhere to any and all applicable design standards set forth in this development manual irregardless of what entity might own, develop, or occupy these build- ings. The architectural aesthetic must adhere to and com- pliment the overall project design. Franchise style architec- ture is prohibited. US HIGHWAY 101 14, 1 ?t .-•—� `'' a-'°'� Office Buildings I ,•• I r F Y L V•a Convenience Center and Outparcels Graphics Revised 08-10-10 IV. Building Design Standards A. Overview J Office-Professional -- Single multistory office buildings, and amenities to serve their needs are planned for this area. The aesthetics of the buildings in this cat- egory will incorporate the architectural vocabulary as described in this development manual, however, modifications will be required due to the significant variation in building type and scale. Building designs in the category should still strive to create an urban street edge with an active �_- - pedestrian friendly environment. An exact determination of which enti- ties will be responsible for which elements of design and construction will be determined by individual lease or sales agreements. All buildings within this area will adhere to any and all applicable design standards set forth in this development manual irregardless of what entity might own, develop, or occupy these buildings._ .......... - - -1� ® 4 JW.- '�N v r Y ' _ "'i`�•dk spa Office-Professional This building located just south of Technology Blvd. adjacent to the open space shall be a "TRANSITIONAL BUILDING" transitioning from Office-Professional to the Life Style Center. This building may be Office-Professional but shall be designed for the possibility of retail located on the ground floor as identified under the Life Style center section of the Development Manua/. (revised 06-06-08) 94 IV. Building Design Standards REVISED: os-so-so B. Building Exterior 3. Mass and Scale 1-J Tenant buildings and facades shall enhance the pedes- trian experience and maintain a human scale in the design. The following elements apply to all building categories: a. Facades longer than 50' must have some variation - in facade height. A flat facade cap element across �- long storefronts are not permitted. A 20% change in vertical height between each building module is J- required. Except for single tenant buildings where a -- - 20% change in height is encouraged. b. Design features such as towers, pediments and other ` cornice treatments should be utilized to create an interesting elevation profile. These features may exceed building heights set forth in the development manual. All corner buildings shall include a type of design feature directed towards the corner. a c. Adjacent buildings should have unique roof lines I 'j and parapets varying in styles and heights. Gables, sheds, mansards and hip roof configurations can be 1 used to add variety to the facades. A change in roof ' form between each building module is required. d. Snow stops shall be used on all sloped metal roof forms where roof edges are above pedestrian walk- ways.. They shall be visually unobtrusive and match • / the color of the roof. ram_ ' �• ry e. Gutters on sloped roofs are permitted and will be / mandatory in some areas. Gutters must match the ` roof color or exposed soffit conditions. Exposed Typical Retail Scale downspouts are permitted but discouraged. Gutters. and downspouts must incorporate de-icing electri- cally heated cables. f. All roof top mechanical equipment will be screened 100 � - - -- - IV. Building Design Standards REVISED; `r-- - -J- - - +08-10-10 B. Building Exterior _4 I 6. Retail Transparency Transparency requirements shall apply to all facades that face a designated main street. This applies to all retailers in the Lifestyle Center: j a. At the pedestrian level, up to 10'-0" above finish �. floor, Tenants shall maximize the use of glass. -� b. Ground floor facades shall be a minimum of 70% �y transparent. c. Upper levels shall be a minimum of 45% transparent. d. Opaque wall areas shall not exceed 10'-0" in width. e. A display zone will be provided at all storefronts and windows. Refer to the section in the Building Interior for further information. f. All facades will have a minimum 12" high base un- der all storefronts and windows. This base shall be a highly durable material such as stone or brick. A storefront sitting directly on the finish floor plane will NOT be permitted. g. Glazing shall be low-E and anti-reflective. h. Mirrored, one way, or reflective glass is NOT permit- ted. i. Spandrel glass should only be used in rare occasions. It will not be a prominent feature on any facade and will not be considered transparent. Stained, colored or patterned glass is encouraged k. Security bars on the interior or exterior are prohib- ited. All retailers in the Convenience Center as well as any commercial ventures in the Office/Professional area will IV. Building Design Standards -�� 101� B. Building Exterior _ I comply with the street level interest policy and guide- % lines as set forth in the Bozeman Objectives Plan. - 7. Building Entrances These entrance requirements apply to all building cat- _ • egories. _ Main Entrance A Tenant's main entrance will open out to the street's side walk in the lifestyle center, to the parking lot in the convenience center. The following shall govern these entrances; a. Entrances must open directly onto a sales floor. Air locks are permitted as long as they meet all appli- cable codes. b. For stores which have a facade width 'of 30'-0" or less, the total entry opening width shall not exceed c... Stores which have a facade width greater than 30'- ' , f etall Entrance 0', the total entry opening width shall not exceed 12'-0". The entry cioor openings must be divided so i that no single opening exceeds 8'-0" in width. d. Doors are to be substantially glass and must be a minimum of 7'-0" height. These doors must swing outward and be recessed so they do not swing be- . , yond the face of the adjacent store facade construe- tion. e. Use of sliding glass doors is discouraged. Where utilized, door framing, mullions and jambs shall align �, �' 102 wt __ IV. Building Design Standards REVISED: 08-10-10 B. Building Exterior when the doors are opened. The storefront shall be designed to minimize the appearance of such doors. Secondary Entrance A secondary entrance will open out to the parking lot in the rear of the store if applicable. This entrance will be held to the same criteria as the main entrance and must open directly onto a sales floor. A hallway or corridor from the entrance to the sales floor will NOT be permit- ted. Service Entrance Service entrance doors shall be architecturally interest- () ing. S. Projecting Design Elements Canopies and awnings are highly encouraged. Along with protecting pedestrians from the elements they cre- ate an inviting scale for building facades. The following requirements will apply to all building types. At a. Minimum height to the bottom of the projecting ele- ment is 9'-0". b. Minimum horizontal projection from the facade is 2'- 011 c. Maximum horizontal projection measured from the Me a/ and Glass-Cariop'y lease line is 8'-0". d. The projecting element should stop a minimum of 1'- L - — - 6" from the adjacent tenant. ��� �. � � E t j i �� t '� ` i' !' � . �.� [� �� �} r 1 1 �1 �r� IV. Building Design Standards o . B 105 C. Building Interior 06-06-OS 8 . � / 06-06- V REVISED: 1. Retail Display and Entry Zone Criteria os-so-sso All stores in the Convenience and Lifestyle Centers are to have an Entry Zone and a Display Zone 5'-0" deep which extends a minimum of 30-50 feet depending on the width of the storefront. The appearance and design of these zones are critical to the store's overall image to -- - • the pedestrian. Design solutions and materials in these zones are to be of the highest quality. The following design criteria applies to both zones: a. A quality hard surface flooring such as wood, stone or ceramic the shall be provided throughout this zone. Carpeting will not be allowed. b. All walls within these zones shall be provided with P ) I high quality finishes such as stone tile, wood panels,or high quality wall coverings. Trim and decorative- treatments shall be utilized. Painted gypsum board is not permitted. c.. Ceilings materials shall be painted gypsum board, ; wood or other type of hard surface material. Sprin- kler heads shall be the fully recessed type. d. No speakers will be allowed on the store facade or inside the store which would allow sounds to be heard on the exterior. e. Television monitors to be installed in these zones require specific approval by the Landlord. Monitors shall be incorporated into the overall store facade de- ; ! sign and are to be encased within attractive display . -- --I fixtures to conceal all surfaces except for the screen Di �/ay windows surface and may not emit any sound. �` r `'T + ..t:---sr. �1 •Y i� �. � .O •` si-p� �` .� 'f"`� � . raj V � �-"�` • rr a _ _ � a � �`ry�r� .! �"....ls ,.�,/ t� � �- :n �... is,•"� �jyr✓?' � •�4 , L "ry' `s � F ~ .+"`b-•- • w • -~y�• - - - 1 Cyr L-1� .. �/ _ l - !3 er. - -y .,ram . xA �.AMR t CD c US HIGHWAY 191 WL - - - - �-- REST �'?f Q — —` _ �• PADRE-SIT ♦ �� `+ '� o �. ' F '' REST R d►Y r.. {� _ - .' 00 0 o �. PAD PAD AD fl ` a I R • G o �y ' „ J rs 81 arc - . f••-' p ter'" : >F a KE 4 ram". - ` O Yi RETAI'd of LUI 0EFJ FCIV J 1 hO`OG RE Al t RETAIL, � Y � } IC Olt R rTAIL 1 Q mac r , r• e.- � `4t Z r (� nEsr rsr. 17C�i0 t C' i r a •-f x.d ` ajst.. t . NTGHOR I f/�!G' y r NJ RETfo1I ► _ w:t �n rk ^t C vV Lu► E r �GARFIEL©-STREETFEE" ti Conceptual Design Mitchell Development Group,LLC Bozeman Gateway/Bozeman Montana El Thn rendering,plan and diagrams contalnea herein are baseA no conceptual and preli,ninary August 10,2010 P.O. Box 738 208220.01 MORiusO "hematic design only and by no means,what so ever,represent final features.Final design 9 Great Falls,MT 59403 M�t� &JM ' +�� will be altered by site constraints,tenant requirements,construction costs,compatibility with I'�Qve oprnent rotiEj m �6+q C A L L 1 S 0 N surrounding constructed architecture,and further aesthetic development