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West Edge Condominiums ® Phase III
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210 South Cottonwood Road ARCHITECTURAL •
A0.1 COVER SHEETAO.2 NOTES
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Bozeman,MT 59718 A0.3 AREA SEPARATION&CODE INFO. •
C1 STE GRADING&DRAINAGE PLAN
C2 CIVIL DETAIL SHEET r3
FP1 FIRE&DOMESTIC WATER SERVICE PLAN LU 43
L1.0 OVERALL SITE PLAN ccW
L1.1 LANDSCAPE DETAILS
Owner Human Resource Development Structural Nishkian Monks PLLC Landscape Design 5,LLC L1.2 OVERALL IRRIGATION PLAN E
Council-District IX INC. 7Ea.t aab ock6 tee 4249°u er Ghee m
e.:.m.n 6mnlana setts aaaPn.n rn.m.n.,�71e L1.3 IRRIGATION DETAILS H
Ph.(406)w2~Fx(406)592d 2 Ph.(406)6W.342 A21 FIRST FLOOR PLAN m
325out,Tracy Avenue vmw.neI,Wnc.m vwwdeakJ Skmm U a
e.ineri �7ts A2.3 THIRD F WDLOOR PLAN FLOOR N 8 WALL TYPES •
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A2.4 ENLARGED UNIT FLOOR PLANS H-a ¢'
Architect Intrinsik Architecture,INC. M/E/P Three Rivers Engineering Civil C&H Engineering,INC. A2.5 ENLARGED UN REFLECTED CEILING PLAN � _
111 N.Hh T-yAverme 24s..m VII.on A.- 1031 sn.n hih Drme A2.6 ROOF PLAN = e m
eo:e Wbn ,W715 eo:eman W.h-66715 eo:e.an Wm-,U710 A3.1 BUILDING ELEVATIONS D t-
Ph(406)SM9N Fx(406)53241677 Ph.1406)56241266 Ph.(406)567-7115 A4.1 BUILDING SECTIONS L
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A5.1 BUILDING DETAILS
A5.2 BULDING SECTION DETAILS
A5.3 STAIR DETAILS 4 _
A5.4 STEEL STAIR&RAILING DETAILS
AGA WINDOWIDOOR SCHEDULE
A6.2 TYPICAL WINDOW DETAILS
A6.3 DOOR DETAILS
A7.1 BATH INTERIOR ELEVATIONS 0-j
A7.2 BATH INTERIOR ELEVATIONS
A7.3 KITCHEN INTEROR ELEVATIONSA7.4 INTERIOR DETAILS
A8.1 FIRST FLOOR FINISH PLAN
AUGUST12, 2013 ISSUED FOR: BUILDING PERMIT A6.2 SECOND FLOOR FINISH PLANA8.3 THIRD FINISH FLOOR PLAN
STRUCTURAL
S1.1A GENERAL NOTES
S1.1B GENERAL&SPECIAL INSPECTION NOTES
S1.2A TYP.CONCRETE DETAILS
51.3A TYP.WOOD DETALS
S1.3B TYR WOOD DETAILS
S11 3C TYR WOOD DETIALS
82.0 FOUNDATION/LEVEL 1 FRAMING PLAN U)
S2.1 LEVEL FLOOR FRAMING PLAN
62.2 LEVEL 3 FLOOR FRAMING PLAN O
_. S2.3 ROOF FRAMING PLAN y
S3.1 CONSTRUCTION DETAILS Cc j
S3.2 CONSTRUCTION DETAILS 0)
_ - S3.3 CONSTRUCTION DETAILS
S4.1 ROOF FRAMING DETAILS D
I PLUMBING
P1.0 PLUMBING PLAN
P PLUMB NG PLAN
P1.2 PLUMBING PLAN
P1.3 PLUMBING PLAN d
P1.4 ENLARGED PLUMBING
MECHANICAL
M1.1 HVAC PLAN
M12 HVAC PLAN 210 S.Cottonwood Road N
• - __ - - M1.3 HVAC PLAN Bozeman,MT 59716
M1.4 ROOFTOP PLAN ATTIC HVAC �
M1.5 ENLARGED HVAC PLANS TJ
1 M2.1 WASTE AND VENT RISERS N
M2.2 MECHANICAL DETAILS
M3.1 SCHEDULES
ELECTRICAL
E1.1 PANEL SCHEDULES WEN O
E1.2 EQUIPMENT SCHEDULES
E21 IST FLOOR ELECTRICAL
z E22 2ND FLOOR ELECTRICAL West Edge
E2.3 3RD FLOOR ELECTR CAL Condominumns U
v E2.4 ATTIC ELECTRICAL Phase III lll
E3.1 ENLARGED ELECTRICAL O
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A0.1
`s COVER SHEET L
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06.12.13
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LEGEND OCHAND
O EXISTNG SANITARY SEWER MANHOLEIXIS7ING SANRARY SEWER LANE EXISTING WATER WJNCottonwood Road SMMYIMICottonwood RoadEXISTING GAS UNE (EXISTING) a7L7• A (EXISTING)EXISTING HYDRAMWATER WATER TOP OF BACK CURB um imm
770R77��
EXISTING WATER VALVE -"• -'• -v- V.- Y•-.r,�-v.-v Y,� s,�,: ,:'•-,= VALVE Irt.-v��•n--Ir.-•ram-4.-.r.-.r.._ Y v � �,1 s.- I ,r�Y.-,r�,,,�,Yr Sheet / of 2
r�q�-41�-z1�4ti--zry-_Yr�Yr�V�-zrr-.. +4y ,rr-4`�• �4�-Y Y, •T�,Y,�,z
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PP to p„_rd_Ay-qA-4'IL- -•w-e-ss r e-_s •s e-_s-e_a-ers-e .tA-Ed-114- �
EXISTING POWER POLE SO[M I I' epE1NG➢OIo111 79R pPCmm II 0 m m E
EXISTING ELEC BOX C m m e;
TaP° '+ �'� Cottonwood Road 4 m^e
EXISTING TELEPHONE BOX Top I UekP00 I') IX STORM NH RYrII • DEW Ir WATER -,CC
'S m
ELEVATION-47B1.B5 FEET PN=7620 J FL YNS•71� I SERVICE LIES CC pw E^L
i PROPOSED SIGN (GPS) EXISTING 10 ERO t R kd:S=7550 �} p EX STORY IM 7 `
4A;NIENe1:CE GEEv[VT I I, RN•75.67 II I� TIIG 15 STORM SEWER J E_
i NPR PROPOSED'NO PARKING FIRE 4 rt INS CC id O� ` m°'
7.35 BUILDING TIE DIMENSpN lJl'- I-r^.`-/+"` t�: •Ay-.',�_: •r,•1" ��_ - - coSIOAP s: u
77
•(sA.$) PROPOSED SPOT ELEVATION m' ! - _ _ @ - " - NEW 1 161E
o GO. SEWER/STORM SERVICE CLEAN OUT 1 Exlanuc
- 1 , SHOW
Q 1 IG$SLOPE _ _y i I t>m C R
® PROPOSED CURB STOP 9 { t_ ®_ -7Y� 1AAD SE!�CK - p�ilp=r Oqt-T4u6-1 (91.111 - tl _+XL ED o a
TRAFFIC FLOW a y - �t� - - - - - - - - - - J-� - - - - - -- - �--vim
r\j/Y.,� 10000
LLU01
DRAINAGE DIRECTION m ` / o - I sExERnSERYCE STGTORMNS RU SEVEERR s Ir of O I31R za'Pt'c 73.70 RR Y swou � 15 SEWER -c_c_- W
SLOPE
� �•1 __d_ �5']EBQYC➢Lw.£_At1i•L+1Td�1,' _ _ V WATER E SHOPS R=65 86 A L CMi 8
EXISTING CONTOUR LINE I _ / ".� -- �' 7Bp.7t7S)L•70.$ -- n
I•.� / 1 T .J� NSWIICR E, R ®BeeO
/ DETRMER f- ft-ME7T 10 E95TING STORY IWNfIOLE CtB110 ORAKAO[
AND GAS PROPOSED CABLE,ELEC,TO EACH BUILDING PHONE I Ff1E �,� ! 1// !% .y JJ a LOT 2 TRANSFORMER I' t ( M60.79 FASOfM
1MN 7.0'X I� I '1 ^� /� I 1B6 AGre9 I NEM ELECIRICAL SUM I 0 1471 f IMlq SO6KE� �' � tXVW 40.9 IP OF IY PVC
PROPERTY UNE IE. P I '__ JJ NEw 6 ROOFOBw LK I' RE-SHAPE EXISTING RETENTION POND O) R sisal SEWER s D sx SLOPE
ADJOINING PROPERTY LINE I 60 / d I (SEE DETAES HIHI ) 1 REMOVE INTERFERENCE W NEW 90pwX ! ` +Cr
f / ! STORM A 5 0 OF 17 PVC
.{r JJ \ STORY SEWER E OND SLOPE
EASEMENT LINE I 51M.AnGi6 5 ,.:T �� d I NEW nlorE s<oW¢ I ��D�Ev�99(DETAIL 5/CI) corRTEci TD NEW uxDFRGRouln
YARD SETBACK LINE �1 } ... NEW GAS SF11C( RLgKE w/TRATEIC RAZED STRucTURE DETENTION ifF
I r ' ' ; •,. 1•: hs ,. a. ::i REMOVE iF11P0RARf DERNTBN POND �j CORER g sTim:OLROI CONIRO rnNcTURE To NEW 1`�5j1
PROPOSED CURB ,,,��.�)LLL,,, i•, '•c. ,� a}� i1^_b II (REFUGE w/396 UNDERGROUND
_ tRo[PCa➢UIO ctT[IRtDN W/NEW tY I�t STORY 9LW[i uE V
PROPOSED SWALE/RETENTION POND CON Cure M+ ti• 1 jc JJ - _- - Tr"1 II STORYwA1SE DETENTION!UNIT-11/ I N E�Comm 1�um 14R oDAa 5/CI Hj' a
it DETECTABLE WARNING SURFACE 11 AND RAMP I '-A' 'rwAJI W10AIE-I CU n J- T➢KW p W
DE
(TRUNCATED DOMES) I�..w es x")Q •, �
1 20A1a I Li -s,t A - •• ( SEE DERB CUT O RAMP
NEW PAVING ) FASEYEM- I} .( '+ J - - I- NEW ,- �' I SEE DETAIL J/C2 Z
BUILDING n O
BENCHMARK Top oT Sbo-76.71 Aj F_
1!! L �]
ARROW BOLT ON HYDRANT WIBOB ON E SIDE 'z7 I A 1 1l1�� ! E u S i f t-� � �ELEVATOR caNC."Nt NOR4 (n O
OF COTTONWOOD ROAD APPROX 610'S.OF BABCOCN is I A R \ t C
ELEVATION-4776.28 FEET C - `I 1 1 1 --
Il 1 .. ::IPAW 9A6(MI) 9�AT`"�"P,DtDE g MON CURB AND GUTTER
LEGAL DESCRIPTION I� � I H1 UFTSETOTTAAAI te1) nr�TQ4TDmuTMo cuRe CA
LOT 2,MINOR 10,T. S,No.340 .A( ((( 41
PER DOG.Na 22E95W TING.ACCESS CASDAW ,
E)B611q 177.5 0 O 12'PVC
SW 1OF SEC.10,T.2 S,R,5 E OF P Y M., ! 6 ('• To TE ABWOONFO AAO M[PIALFD 910M SMR O OA1M SLOPE
CITY OF BOZEMAN,GALLATN COUNTY,MONTANA t0 % �'
Td ASPHALT PAVING SINPE
eY. CoS - IEM PARKING SPACES.
SITE DATA 16' �tre 1) R9 _
EXISTING ZONING:R-O-RESIDENTIAL OFFICE DISTRICT Ith.97)20' 9
R-D DVII.OINC SEIBK%S: IRON)25' $ ; 'Y_
SIDE 5' 'HI
REAR SW fICALslT/AjA 'r y' 3 •'
R-0 MAXIMUM BLDG HEIGHT:
3:12 OR GREATER ROOF PRCH-36 FEET - '•
LESS THAN 3:12 ROOF PRCH-32 FEET i I '� g 1S I 10 GARB AND CATER
AREA OF LOT 2=1fiB,142 SQ FF •'1 ( EXISTING ASPHALT _ f7Rj111G A)7EIF(T � � -�.S EXISTING ASPIWT `E LACCTE W
AREA OF PAYING-61A0 S4 Fr 1 L y �`9 y �' 3 z SZj ASPHALT PAMNO L�t74MN IE1 1as•WIDE PUBLIC ACCESS EASDExT
AREA a snElWuxM-u.»7 BQ FT - � ET a X ti aE x �Js _
( ACCESS EASEMENT
AREA OF BUILDINGS-32,273 SQ FT -�
AREA NT LAWNAANDSCAPING-71,5119 30 FT ST 9 .... ^ NEW CURB CUT AND RAMP
PERCEIVE SITE COVERAGE-Se% l 77L SEE ORAL 7 C2
PERCENT BUITt
LDING COVERAGE 19S ARTA
PROPOSED DNSIIE PARKLAND EQUIVALENT-1.0 ACRE I • • ' • • •' - - - - - --
PROPOSED ONSffE OPEN SPACE=9,400 50 FF -EXISTING COVERED PARKING AREA- -EXISTING COVERED PARKING AREA- -EXISTING COAERED PARK AKA- -EXISRM1Yi COVFA EO PARKING AREA- _ 0 -FY5 LrEIWG PL➢ FAC(DYE TING QR8 UIMIOI ON S'
PARKING AREA PAgf➢Y ARL4 PAKKM A IArt PARKING ARU COMCKSTE SIDEWALK At DUTPSEM DOUDER E
VIDE
PARKING CALCULATION VA
,7 DUMPM ENCLOSURE
- l 24 UNITS(1.5 SPACES
G) B
M �� Z SITE GRADING/DRAINAGE PLAN MINOR O o o z95 a
7-1 BR UNITS O 1.5 SPACES PER UNIT-10.5 SPACES
17-2 BR UNITS O 20 SPACES PER UNIT-34.0 SPACES
Phone 2 36 UNITS(EXISTING) s SOaI.In Feet SCALE: 1=30'
6-1 BR UNITS SPACES PER UNIT-40 SPACES '1 30 0 30
24-2 BR UNITS 0 2.5 SPACES PER UNIT-ALB 0 SPACES
6-3 Be UNITS O 2.0 SPACES PER UNIT=120 SPACES yrAgTO Usi
PbRN} 24 UNITS 9 0 9Ar tar[• RWI niV-)1N O
12-2 BR UNITS O 20 SPACES PER UNIT-24.0 SPACES
12-3 BR UNITS O 20 SPACES PER UNIT-24.0 SPACES SCale!n Netera CONCRETE SIDEWAU(WITH 3/4' GRADE
SUBTOTAL-161.5 SPACES COFSTRUCTION JOINTS O 25'-R OC. Y ADD V-4•BARREL Vl
-10%DISCOUNT FOR BUS STOP--1815 SPACES AND coNTROL JOINTS O s•-o'ox s6cnal
TOTAL PARKING REWIRED-145 SPACES
TOTAL PARKING PROVIDED-150 SPACES _
/DW/EI,LM
ADA PerkIn 6 SPACES TOTAL(2 COVERED) (AS 59Cd1YD) ¢)iL➢PE OR AS 10`Ocfl[D I REMOVE iW5
GENERAL NOTES Comm I)410t F109IN6 4 n
1. ALL CONSTRUCTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND SPECIFICATIONS. - Y. 2X sOPE oR AS SP_0
' REMOVE THIS
ONLY `rV,
2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE , TYPICAL RETENTION POND DETAIL - -- - - r➢`11" '` "� , T181A0 olmEr r4•E
MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN
ENGINEERING DEPARTMENT. n SI:AIt.Nq +7cG:.:li•..i•.a-.•.Y,l:xf.1'..' S IF t'MINUS IRANUTAR ELL-
3. 'PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE sFF oEru1 ct t1. u-�" I O
ENGINEER AND THE CITY OF SERIALS WORKING DRAWINGS, SPECIFICATION SHEETS, ETC., (�
FOR ALL EQUIPMENT AND MATERIALS t0 BE USED ON THE PROJECT. Wy^Y
INSTALLATION SHALL NOT BE g MADE E WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL 0 TYPICAL SIDEWALK CURB DUAL
EQUIPMENT AND�.1f��ER1�1LS SEEiT ET�r�I�IER fAPgLIES TO PUBLIC SEWER/WATER ti Mrs TRAFFIC RATED POND OUTLET STRUCTURE DETAL
MAINS, STORM S W ND IM MEN S NLY.) >A S
in
4 THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE �"� %a 7FI1D
BEGINNING OF CONSTRUCTION. Wood
�F
5 THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS f 'F
PRIOR TO BEGINNING CONSTRUCTION. �-LWDJ
Y a+-••_,!!4 r
S. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. -
•
7. TRENCH BACKFILL SHALL BE TYPE A, FOR ALL AREAS TO BE PAVED. �� ,4 _jl ._.____._.___.___
B. THE INSTALLATION OF THE SANITARY SEWER SERVICE LINES FROM THE MAIN LINE TO ��• '• O r ------------•
------ A�PIYILT _----•�'�•-��••�
THE BUILDINGS ARE THE RESPONSIBILITY OF THE UTILITY CONTRACTOR FOR THIS PROJECT. r
o 0 0 0 0 0 0 0 0 0 0 0 0 0 0' L !p)F,!CRY7IKD➢IGIIEL
00000'00r M
9. THE INSTALATION OF THE WATER SERVICE LINES FROM THE MAIN LINE TO THE BUILDINGS asE-rFAV.IL o 0 0 o n o 0 0 0 0 0 100000o0o000000000000000 0 0 0 0 -
ARE THE RESPONSIBILITY OF THE UTILITY CONTRACTOR FOR THIS PROJECT.
Drawing Date: 88/12/19
10. ACCORDING TO CITY OF BOZEMAN REQUIREMENTS, APPROVED DOUBLE CHECK BACKFLOW d aeou•+eo 1 • r �. ,p•. r A11AJf SMDY ORAffi
PREVENTION DEVICE MUSTT B B INSTALLED INSTALLED FOR EACH NEW BUILDING SHOWN.
11. CONTRACTOR TO FIELD VERIFY LINE AND GRADE OF EXISTING SEWER AT SERVICE CONNECTION POINT ease eouRsc \ A / + •• .r' ••. > � r 'r.
TO VERIFY ADEQUATE FALL FOR SEWER SERVICE. „ rw -
12 SITE WORK TO BE PERFORMED ACCORDING TO THE RECOMMENDATIONS OUTLINED IN THE'REVISED O O
,.W+-,�w�W.,r•4r-.1.-rr"izr,�p14 A�N41 w 0 0 0 0 0 0 0 0 0 0 0 0 0 FABRIC A,BX 1300 GEOGRIDOF REQUIRED)
GEOTECHNICAL EVALUATION REPORT' PREPARED BY SK GEOTECHNICAL, DATED MARCH 15, 2010. r.ore.,rr AAr rrrArrlDYrrrA rr.V.Arr Lr A4r...IW.+1�. NOTE:
A_��L C 1
13. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHA A re.�.T�e-•Yri3A"w�a "� wv. o ALL SITE CONSTRUCTION EOTECHNCML SHALL FOLLOW THE SY SK RECOMMENDATIONS OUTLINED M THE
REQUIREMENTS AND THAT THE SITE MEETS ALL APPLICABLE SAFETY REQUIREMENTS BOTH FOR HIS c-..r.++'r`�wmo"'�"�'�"'••"r"�p'O� �•"�A - 'REVISED GEOTECHNIGL REPORT PREPARED Bf SK CEOTECHNICAL.DATED MARCH 15,
EMPLOYEES AND ANY SITE INSPECTION WORK PERFORMED BY THE ENGINEER. e.+r w IIr w wer r rr w.c,.+s.�ew.mil n rr-e 2f110. ALTERNATIVE PAVEMEM SECTIONS LISTED IN TABLE 2 OF SAID REPORT SHALL
A DA`r•fir pv1->•rr na•+r r••+•a :.'it:.•[i, BE LARKED AS RECOMMENDED FOR THE SITE CONDMONS ENCOUTE TIED.
14 GROUND MOUNTED MECHANICAL EQUIPMENT,INCLUDING, BUT NOT LIMITED TO UTILITIES, AIR eeNnt>m EUNmot
EXCHANGE CONDITIONING UNITS,TRANSFORMERS, AND METERS SHALL NOT ENCROACH INTO THE
REQUIRED YARD SETBACKS AND WILL BE PROPERLY SCREENED WITH AN OPAQUE SOLID WALL AND ONCRETE CURB ANQ_OUTT_ER DETAIL O$PILL CURB AND GUTTERDETAL ATYPICAL ASPHALT CROSS-SECTION _
ADEQUATE
THE ROOF FORME OR SCREENEDAN AN�APPROVEDHENCLOSURQEU.IPMENT SHALL BE INCORPORATED n SGYI..w1S cos sTo.DWC W o25n-, of srJA['MS C1 Nrt #13264
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TfJ 'MIN 2'MAx TAOIILE STAIR IBENIIFICATKIN 210 S.Cottonmod Road
LtNa[NNNL: a Mqd A�pP, ,�'I - 1!a RA)BE01(f'-'
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I Bozeman,MT 5971E
Ir L c rT� NORTH STAIRWELL
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Tn (•.• .,� LETTERS 1 FOR IXIT DISCHARGE BRAILLE W E N
1 TACTILE FLOOR
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CONNECTION
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T. PROVIDE FOR MECHANICAL'.'ELEVATOR
RAISED In2" a
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5"MIl6 LETTERS
Z - ••�_�._ `., • .~- -~ W I RRE ENCIAVEDPIASTIC
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