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HomeMy WebLinkAboutRosa Apts opt 2 LEGEND x ssMM. ^^^��� ^ //�� (COUNTY) \ `ry COS Zug RIM N 47341s AS 1 1 I I A 1 O µWRRANCH HOLDING LTD AXIER F!� CUT'V.')=47J4.1S 111 /f�y E1131YIO SPOT 1"TION PROPERTY BOUNDARY LINE F.L.IN(E)=4734.34 2244707 L%ml7Wd 1 EX SSMH EX 1712 SaH X 0 D0.00) PROPOSED SPOT ELEVATION SURROUNDING PROPERTY LINE FL 0'JT=473%26 IN(5)=4]3424 RIM=4]4243 © OTFTYIG PORL1 OOX SETBACK LINE 6"N'ATER STUB INSTALL MANHOLE FIE C✓�Co,',-47350] - 539 -E%ISiINF llllC E%ISTINC PO4vER POLE RIM=4741.11 `IFL OUT (5)=e73659 0 EXISTING ELECTRIC BOX fT6WE 41IO LIMA AT PROPOSED CONTOUR(IYP.) x % EXISTING FENCE gpgM MANWIC - EXISTING SANTARY SEWER MANHOLE uH_ _WTpI 51!113S!OMpE - - ` EXISTING OVERHEAD ELECTRIC UNE EXISTING SANITARY SEWER CLEANOUT 1 - JIiF -- oHE Ov_EX�STiN^ OHE- CryE ONE OHE - 0M - rYd OHE ONE ONE OHE ,Jco ucF EXISTING UNDERGROUND ELECTRIC LINE -ifjL[x-x ONE Om -- �•'- _ _ - - - - EXISi1NG FIRE HYDRANT cas EXISTING GAS LINE _%CAP ANC BLGVIDFF 1C Y . - - - at7t la Ia'N 01 W% Y'.-- _ 1_y�l- • , ary. - ,a - e. - -- - 17tJ�' 2.I�<6TR _ o Sheet I of 6 EXISTING WATER VALVE ucr EXISTING UNDERGROUND PHONE LINE �- C p�� -4744 ,r .„ �r� s --• 4'N-•'ss 4'N Q.' EXISTING CURB STOP W PROPOSED WATER SERVICE ass a sz a ss • - t • I VV--1✓_• -o E%.Al7fr- '�- ssW�� p + �`x'STING L OLE -EX INLET I C1 o EXISTING POWER POLE e'W PROPOSED B'WATER MAIN �I ;m _ - 9'1tl'26Y( IO UTILITY CASEMENT W. I - C m n PROPOSED 4"SANITARY SEWER SERVICE + _ _ R 1 I IT[IA�'S CD n n v PROPOSED LIGHT POLE L ` X;STINc-�ERT,cAL r- - - 474t• _'_ _ ____yl;yysLr =` _�- -_LJ -.��zl_ -_ 5 PROPOSED B"SANITARY SEWER MAIN -y- AREA NO.1 1_ PVC FL = L- ® PROPOSED SANTARY SEWER MANHOLE - PROPOSED STORMWATER SWALE , - I h 4740.D T / �� 30 _ F 2 L •'t. SEIDAOT EX PONT a] F PROPOSED SANTARY SEWER CLEANOUT Si PROPOSED STORM SEWERI�rc1{ DO'-OU ELEJ 4.3e_; N LL o �Ce PROPOSED UNDERGROUND ELECTRIC LINE I73t I E%XDIM OUTID oa PROPOSED WATER VALVE �E \ I1;� FXti11IY. 1 1 iF! Ea r71 I N T3 PROPOSED GAS LINE FL II.'=4]36]1 I`FI I 'b rT irA(R f.V ufn =574 e0s 16 UN TS ` ( 1 I I S111UClUlE E ® PROPOSED CURB 67M r 14'I •,IN11r a; I L OU1( 4�3;36 1 WMPSTER ENCLOSURE MP.) - - 16 INTTS L 3-STORY N m. PROPOSED UNDERGROUND COMMUNICATION LINE FL OUT 73I7a- '. Ff W(16- 4.37'S I 7,80g SF BIKE RACK[IYP-) . FL 0�•L�=473fl54 C g PROPOSED fNiE NYpKYI F 3-STORY -PROPOSED POND CONTOUR / N _ # ITE SF 5.18 Sr+ACE I FEE=174y PROPOSED TRAFFIC ROW ( hil 0 I l V lit (TYPJ a)u t 7FE.47420 5,1 P.8 S I N c PROPOSED CURB AND GUTTER BpiTOY/0 P EVA / ) 1 �' k C O PROPOSED JUNCTION CAN IAIF W 1 Apj ,_ - � 3• Ln Im ® PROPOSED STORM SWALE I 1 SNOW STO t PROPOSED TRANSFORMER I' . i 6 41 1�PROPOSED PHASE LINE AND / I � Y I FN � � i I "' © GAS METER LIMITS OF CONSTRUCTION \ /f• p' EARVENT IN y0 d ` i a II FEE=4]40, �!f st _ CD'.4739.5 •0 --- -- P EXISTING CONTOUR[IYP.) I® a RET.4%POND CUTI.CI' • -- _=- OUT=4]3].4_-- �i• �'F) 31 1 STORM INLET 1 -�►i�7 N1 r `^ I »c_ LOT 5 CJ Ip R.IN-4]3]. 1 I I I 1 I ) ME-4744 3 O l ' ' �gi I STpBY ML7 7 - 811 G3'I ~ 99' 44 , n°� - j i `•✓" 1 CRy CT =i , _- 1 I - 1 I awl O /' J LINE •�. TRSET I ` Q { a FL OUT. 7 .0 - -. 1 1'�I '•}. I h+l DROP CURB �! CURB I --1 T7 28' �ASPHALT PNMMID (TIP.)-/ IB UNffS tOLfRSTON ROAD f'* )"' I , C/) \\ N 7 3AW • Y Ik POND fn - -- - RO ZONING_ DEPTH-12 III L11 Al SFWER `_ _• VICINITY MAP \� II II T4A1 - i p NOT TO SCALE �LI.I I I 1 ( .1 =47427 .m SF 3�04x - Ln SITE DATA Eru�yy��kn�� 1 a 7TF.4743.7 P SI2,V, .4742.J dN1R_^AJRD m OWNER:AROSADDRESS CONSTRUCTION,INC.CENTRAL ROSA) 1 C MAILING ADDRESS OF OWNER:125 GENITAL AVE„SM.1,BOZEMAN,MT 5971B � � � 15 11 I I 1 � ,( 47yEA (4 6) SITE STREET ADDRESS:4951 SHERWOOD WAY (/. SNOW STy' T 26' Ty - ! - BOZEMAN.MT 59718 L4.1\ I NOSH la6tl.�1 `S J ew(N>N,< 11 SNOW SIOBNiC ['-- I EXSTING ZONING:R-4 RESIDENTIAL HIGH DENSITY -� 4742.95 ` .9 3 YI ' 1 I t - - IS A A 4]0.4 1 f TO PROPOSED USE: THREE STORY APARTMENT BUILDINGS 'lAVOTR P, FLOOD PLAIN REGION: FIRM PANEL NOT PRINTED(30031CO8030) 1- ly'LgCR NFUVaUSN VA 47129 . WL31) f fL t 4 3a? BUILDING SETBACKS: 25'FROM WEST OAK(FUTURE PRINCIPAL ARTERIAL) PROPO 11 N♦ •'N • • 4'r _ c 1.�I •p 15'FROM TWIN LAKES AVENUE,ROSA WAY AND SHERWOOD WAY(BMC 38.OB.040.C.1) n IN-.136.-10 - LV - �-• i 1 -` NYP ) A FLANDER AY 5' FROM S1DE YARD - - 1 >, n e'Ss ANO� 11 )/ 474EI 1 MAXIMUM SLOG HEIGHT:3:12 OR GREATER ROOF PITCH-38-44 F. - -} V _ _ Y_ -_ LESS THAN 3.12 ROOF PITCH-34 FT. AREA OF LOT RI =7.9463 ACRES or 346,141 SO.FT. F. -1 I_•H SNOW STORAGE pl`27, I"• -.1µi AREA OF STRUCTURES=75,487 SF S T/ AREA OF CO NC,PAVING= 736,568 SF --- 7. --- our AREA OF PUBLIC STREETS=38,400(ROW AREA OF WEST OAK) F.L.IN -)5!'9t 1 NN$�7.G. a =39,300(ROW AREA OF ROSA WAY) PERCENT SITE BUILDING COVERAGE=2656 • 5 - �1 )�JSW ESTIMATED TOTAL FLOOR ARFA= 201,856 II\ I\ �( F� 18 UNITS 1 -- - 4739.13 FLOOR AREA RATIO=58,3R ` y [ -Y 3-STORY FFE 47473 CONTINUE E a739 13 NET DWELLING UNIT DENSITY=25/ACRE O`' r ^( ME 4141 _�.- 9,635 SF 1MIIOUR� _ I s NUMBER OF UNITS: 11 I \ 1 `-�1 7- _ n '(4g 26) *,11. _ fit 47.!'S Iq SFr 1 _ EEE���111 f1 B-16 FLEXES = 144 2-BEDROOM UNITS 11\1 11@"I V� I-33 33 EFFICIENCY UNITS N �\ 11'' - 1a 1-17 PLQ T7 f]YLefiler W1T9 -- 3s (46.tl0) l.. 3'1 1 ��L1 kI V) TOTAL 194 2-BEDROOM UNITS 11 \ �i1 1` •7 Ag (46„ F T- 1 tiL y� (1 r-1T, LLJ PARKING SPACES: \ R CHASE ';1,•/. �(��//` _Ry�L pNG1gDf11Ct Nc{X If(�V I 1 I 1 z REQUIRED:144 2 BEDROOM UNITS X 2 PER UNIT=286 SPACES //�\ V 1�� 11 ONVDSGIP . 1 `�J 50 EFFICIENCY UNITS%1.25=52 \ 1 • _ 1 TOTAL=350 OPT!SPACE 2 _ ON SIZE PARKING SPACES FRONDED: 295 -_ W. SI4�L7 CJO 2,967 S. t � �NT►9 1B UNf15 1 I � HANDICAPPED SPACES REQUIRED:B 1r _ 7-STORY HANDICAPPED SPACES PROVIDED:8 ON STREET PARKING SPACES DEDUCTION: � ` CIL SHERWOOD WAY:10 I II� ~ TWIN LAKES AVENUE: 19 ROTA WAY: 19 •l 1 17 Ul. TOTAL COMBINED PARKING FRONDED:351 OPEN SPACE - 1__ 7,809 DROP m �/ REQUIRED: 144 UNITS X 150 SF=21,6DO SF Scale In Fee{ '7 M 60 PUB S _ IN�n 1 )12"P.'C CONOUR I _ 50 STUDIO UNITS X 100 TE=5.000 SF 40 0 40 AND U S.a .5 UNDFA'VMRDLECIPF N / 4790 TOTAL=26.600 - `• I IiR 27 N9 DROP ClpiB I () yy FRONDED: n=4745.9 PEA NWE .6 .AND/UXI DETAIL:{D-C-9 80 SF GROUND FLOOR PATIOS X 48 GROUND FLOOR UNITS=3.840 SF 12 0 12 tyvp.) 1 / I I LOT 1 ,a SE aDPFR ROM BAiGs4d"-Y�YY. lL•9M.� r f { FFE_4]SD fi JI TOTAL THROUGH A COMBINATION OF Scale 7n Mete- 4 a nRM MAIM.*AM Contour 1nte vale: I Foot � OPEN PEN S SPAS E 1 O "f91l1296 49635�1R _^N - 1 I I ( /1 OPEN SPACE 2=12,9fi7 ' •)_._L _' 7 '- M' I LLJ �1 DPflI SPACE APED O 1.1 Ai 1 I j-- 501NE RI I 1. I �j III������MMMIIIIII TOTAL LANDSCAPED OPEN SPACE=23,550 - dy OPEN A[E 3 TRASH ENCLOSURES:6 TRASH ENCLOSURES(B CUBIC YARD DUMPSTERS) 1]EFFICIENCY-STORY 5.3YS 3 Lr TUFT) 1 1 4.701t SF .4 FLOOR 6 RIM.1719• I FLOOR F-L our(5) <5 t ` 114 uNrz PO R 1NIr_is I BENCHMARK 'TUG raw FL 1=4742,90 y TOP OF RPC 74B.CP.50) _ •� -• - ---' - °' ELEVATION-4746,87 FEET(TUGS OPUS SOLUTION) . LEGAL DESCRIPTIONA C IAS1N 1 WAY NL FrSCTyDCS. LOT 1,TRADITIONS SUBDIVSION,PHASE 3,LOCATED IN NE 1/4,THE SE �f:CP SO I y__ "-tlyy-6'y-L .., 6. 6'W B"IY g SF{ERW�/�D ` N� 6 -- B'W d'W•-� S-W 6'Y I/4,SEC.4,T.2 5..R.5 E.OF P.M.M..CITY OF BOZEMAN,GALLATIN _ a�1 IX 11 SHERIIVOOD WAY ` RI SSMH COUNTY,MONTANA J S1I •y: I I 4.1L BOf.47505• I RIM 4751.66-_f GENERAL NOTES L. -- z A F.L.our(wj.a7a1 -11 IN O =47_4I NC 9GI5�- SIGN• 1' ND P SIC F.l O ( -4]d1:63- o _ Ft. IN(5) 4]44.94 1 NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE "THOUT THE PRIOR ,6 O _ _ w •"N WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF B02EMAN ENGINEERING DEPARTMENT. /, FL IN=471366 v 1. IN - } I ^� 1 1 + Jsaue Dale:1 6 P017 2. PRIOR TO THE PRECONSTRUCTION MEETING,THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER AND THE CITY OF V . D - BOZEMAN.WORKING DRAWNGT.SPECIFICATION SHEETS,ETC.FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON I' EK• I 1D I I R 3 I ZONING I '� THE PROJECT. INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT n - RIM.4.Y.Sy 1 3. AND MATERIALS BY THE ENGINEER '/. F.L OUT(N)= 3909 a738.89 I m r I LOT 22 I LOT , I ; THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF 4 IX MET I F L IN 11,=47 CONSTRUCTR O PARK 6 4. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO BEGINNING F.L.OUT(S =474525 CONSTRUCT ONE I (No FIELD I i I I I =VA I ■O 5. TRENCH BACKFlLL SHALL BE TYPE A FOR ALL AREAS TO BE PAVED. PARK AREA TABUlAT10N 6 THE CONTRACTOR IS SOLELY APPLICABLE S FOR ENSURING THAT THE PROJECT MEETS ALL OSHA REQUIREMENTS AND NOTE' THAT THE SITE MEETS ALL APPLICABLE SAFETY REQUIREMENTS FOR HIS EMPLOYEES AND ANY SITE INSPECTION DEDICATED WITH TRADITIONS SUED. PA SECTION JB2].02 R LOT BMC) WORK PERFORMED BY THE ENGINEER. NDTT: FOLLOWING THE APPROVAL OF THE MASTER SITE PLAN,THETHE APPLICANT SHALL SUBMIT TO THE DEPARTMENT, ) OVERALL SITE RED. T PARKLAND REWIRED FOR LOT 1.A BLOCK 1: 7 PROPOSED GAS,ELECTRICAL AND COMMUNICATION LINE LOCATIONS ARE APPROXIMATE.FINAL SERVICE LINE SEQUENTIAL SIZE PLANS FOR SPECIFIC AREAS WITHIN THE MASTER SITE PLAN.EACH SUBSEQUENT APPLICADW - _ 4 12 OWFllINC UNHT/ACRE%B ACRES%Q03 ACRES LOCATIONS ARE TO BE COORDINATED WTH SERVICE PROVIDER AT THE TIME OF APPLICATION FOR TERVCE. FOR A SITE PLAN SHALL BE CONSISTENT WITH THE APPROVED MASTER SITE PLAN AND SUBJECT TO 1HE CS.O SCALE;1"=40' PHASE 7 y0 W.03 ACRLS a90 ACRE$ O ACAES 7.6Y ACKS REVIEW CRITERIA OF SECTION 3B,19.100.A.BMC. M •O>D 1 1 ALS 49 93,11 EXC ACRES FRONDED WITH TRADITIONS PHA PHASE 3+1.14 E%CESS OEgCAIED IN TRADITIONS PHASE 1 1. Tatu PRL/1tl[D.J�ELBCS /1677.7