HomeMy WebLinkAbout21.12.15_Wildlands_ParkingAnalysisUPDNDNUPUPUPDNNOT IN CONTRACT1 SPACE / 1000 SQ FT+ 1 SPACE PER EVERY 2EMPLOYEES ON MAX SHIFT2852 SQ FT / 1000 SQ FT = 2 SPACES REQ'D. + 2 EMPLOYEES = 2 SPACES(SECTION 38.540.050, "MANUFACTURING AND INDUSTRIAL USES")BAKERY PREP AREAARTISAN MANUFACTURING4 SPACES REQ'DFOOTPRINT OF NEW ADDITION ABOVEFOOTPRINT OF NEW ADDITION ABOVEGROUND LEVEL OPEN PARKING AREA ABOVEGROUND LEVEL ENCLOSED PARKING AREA ABOVE1 SPACE / 50 SQ FT OF INDOOR SERVING AREA397 SQ FT / 50 = 7 SPACES REQ'D. (SECTION 38.540.050, "RESTAURANT, CAFES,BARS AND SIMILAR USES")WILD CRUMB RESTAURANT AREA7 SPACES REQ'D1 SPACE / 50 SQ FT OF INDOOR SERVING AREA460 SQ FT / 50 = 9 SPACES REQ'D.(SECTION 38.540.050, "RESTAURANT, CAFES,BARS AND SIMILAR USES")FINK'S DELICATESSEN RESTAURANT AREA9 SPACES REQ'D1 SPACE / 1000 SQ FT+ 1 SPACE PER EVERY 2EMPLOYEES ON MAX SHIFT877 SQ FT / 1,000 SQ FT = 1 SPACE REQ'D. + 2 EMPLOYEES = 1 SPACE(SECTION 38.540.050, "MANUFACTURING AND INDUSTRIAL USES")SHELL B ARTISAN MANUFACTURING AREA2 SPACES REQ'D1 SPACE / 1000 SQ FT+ 1 SPACE PER EVERY 2EMPLOYEES ON MAX SHIFT1,212 SQ FT / 1,000 SQ FT = 1 SPACE REQ'D. + 2 EMPLOYEES = 1 SPACE(SECTION 38.540.050, "MANUFACTURING AND INDUSTRIAL USES")SHELL C ARTISAN MANUFACTURING AREA2 SPACES REQ'D1 SPACE / 100 SQ FT OF OUTDOOR SERVING AREA350 SQ FT / 100 = 3 SPACES REQ'D.(SECTION 38.540.050, "RESTAURANT, CAFES,BARS AND SIMILAR USES")WILDLANDS COVEREDEXTERIOR PLAZA AREA3 SPACES REQ'D1 SPACE / 1000 SQ FT+ 1 SPACE PER EVERY 2EMPLOYEES ON MAX SHIFT1709.39 SQ FT / 1,000 SQ FT = 1 SPACE REQ'D. + 2 EMPLOYEES = 1 SPACE(SECTION 38.540.050, "MANUFACTURING AND INDUSTRIAL USES")SHELL B ARTISAN MANUFACTURING AREA2 SPACES REQ'DSERVICE AREASERVICE AREASHOWER, LOCKERS &CHANGING ROOMPROVIDED FOR PARKING REDUCTION(SECTION 38.540.A.2.c.6)123457891011121314ADA61 (C)2 (C)4 (C)5 (C)6 (C)7 (C)8 (C)9101112131415ADA3 (C)(x10) BIKE PARKING SPACESUNCOVERED(NOT REQUIRED)(x6) COVERED BIKE PARKING SPACESWALL HUNG, PROVIDEDFOR PARKING REDUCTION(SECTION 38.540.050.A.2.c.6)(x4) COVERED BIKE PARKING SPACESGROUND MOUNTED, PROVIDEDFOR PARKING REDUCTION(SECTION 38.540.050.A.2.c.6)PARKING SPACEFOR CAR SHARE VEHICLEPROVIDED FOR PARKING REDUCTION(SECTION 38.540.050.A.1.b.3)3(SECTION 38.540.050-1)UNIT 3 3 BEDR RESID.3 SPACES REQ'D(SECTION 38.540.050-1)UNIT 2 2 BEDR RESID.2 SPACES REQ'D(SECTION 38.540.050-1)UNIT 1 2 BEDR RESID.2 SPACES REQ'D(SECTION 38.540.050-1)UNIT 4 2 BEDR RESID.2 SPACES REQ'D(SECTION 38.540.050-1)UNIT 8 3 BEDR RESID.3 SPACES REQ'D(SECTION 38.540.050-1)UNIT 7 2 BEDR RESID.2 SPACES REQ'D(SECTION 38.540.050-1)UNIT 52 BEDR RESID.2 SPACES REQ'D(SECTION 38.540.050-1)UNIT 6 2 BEDR RESID.2 SPACES REQ'DDESCRIPTION OF REDUCTION A car-sharing agreement meeting the criteria established by the community development director may be used to meet the required number of parking spaces. To use this option the development must have more than five dwelling units. Each vehicle provided through a car sharing agreement counts as required parking at a ratio of one dedicated car-share space to five standard spaces(Section 38.540.050 - A.1.b.(3))For the purpose of this section a building is considered mixed-use if the non-residential portion of the building is at least one-quarter of the gross square feet not used for parking. The use of this section does not preclude the use of other sections of this chapter which may have the effect of reducing the required amount of parking. When calculating the amount of required parking for residential uses within a mixed-use project the amount of parking may be reduced subject to Table 38.540.050-2. (Section 38.540.050 - A.1.b.(2))2VEHICLES PROVIDED1 VEHICLE5 STALLSPARKING REDUCTIONSREDUCTIONITEM NO.NON-RESIDENTIAL REQUIRED29RESIDENTIAL REQUIRED28RATIOBETWEEN 1 & 3DEDUCTION ALLOWANCE50%14 STALLS1Property owners’ have the option of requesting the reduction of up to ten percent of the required parking spaces for non-residential uses if:a. Two covered bicycle parking spaces are provided for each automobile space not provided; and b. For each ten or fraction of ten automobile parking stalls reduced, a non-residential shower, changing area, and five clothing lockers are provided on-site.(Section 38.540.050 - A.2.c.(6))TOTAL NON-RESIDENTIAL STALLS REQ'D29Landscaping in lieu of parking. Except in the B-3 district, property owners’ have the option of requesting the deletion of up to five required spaces or ten percent of the required parking spaces, whichever is less, if 350 square feet of landscaping, trees or streetscaping is installed on the property for each space so deleted. (Section 38.540.050 - A.3.a) See L-2.0 & L-2.1.4LANDSCAPING REDUCTIONADDED LANDSCAPING REQ.1,750 SF5 STALLSNUMBER OF STALLS REDUCEDCOVERED BIKE SPACES6+ PROV.SHWR, CHANGING ROOM & 5 LOCKERS1 OF EACH PROV.3 STALLSTOTAL REDUCTIONS 27 STALLSREVISED TOTAL REQ. 30 STALLSPROVIDED IN ENCLOSED GARAGE 14 STALLSCURRENT ON ST. (WALLACE) Sec 38.540.050 - A.1.a.(1)3 STALLSPROVIDED IN OPEN LOT 15 STALLSPROVIDED SUBTOTAL 32 STALLS3SPACE NEEDED FOR CAR-SHARE 1 STALL33PROVIDED / REQUIRED + 1 STALLS 32 - 30 -1 =STALLS REQUIREDCOMPONENTBasementPARKING REQUIREDLevel 1Level 2Level 34 Stalls25 Stalls18 Stalls10 StallsTOTAL:57 Stalls(PRIOR TO REDUCTIONS)DateProject NumberSheet NameCopyright:ALL DRAWN AND WRITTEN INFORMATION APPEARING SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF 45 ARCHITECTUREIssued1216 W Lincoln Street, Suite DBozeman, Montana 59715406-577-2345www.45arch.comG-010PARKINGANALYSISWILDLANDS DEVELOPMENT10.01.202120052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597151" = 20'-0" BASEMENT LEVEL PARKING COUNT11" = 20'-0" FIRST LEVEL PARKING COUNT21" = 20'-0" SECOND LEVEL PARKING COUNT3REQUIRED PARKING SPACES - LEVEL 1NAME CLASSIFICATION PARKING CALCULATEDFINK'S DELI Restaurant (indoor serving area) 9SHELL A Manufacturing and industrial uses 2SHELL B Manufacturing and industrial uses 2SHELL C Manufacturing and industrial uses 2WILD CRUMB Restaurant (indoor serving area) 7WILDLANDS COVEREDEXTERIOR PLAZADining Patio (outdoor serving area) 3TOTAL PARKING SPACES REQ'D:25REQUIRED PARKING SPACES - BASEMENTNAME CLASSIFICATION PARKING CALCULATEDNEW BAKERY PREPSPACEManufacturing and industrial uses 4TOTAL PARKING SPACES REQ'D:4REQUIRED PARKING SPACES - LEVEL 2NAME CLASSIFICATION PARKING CALCULATEDUNIT 1 - 2 BR Residence (2-bed apartment) 2UNIT 2 - 2 BR Residence (2-bed apartment) 2UNIT 3 - 3 BR Residence (3-bed apartment) 3UNIT 4 - 2 BR Residence (2-bed apartment) 2UNIT 5 - 2 BR Residence (2-bed apartment) 2UNIT 6 - 2 BR Residence (2-bed apartment) 2UNIT 7 - 2 BR Residence (2-bed apartment) 2UNIT 8 - 3 BR Residence (3-bed apartment) 3TOTAL PARKING SPACES REQ'D:18REQUIRED PARKING SPACES - LEVEL 3NAME CLASSIFICATION PARKING CALCULATEDUNIT 9 - 3 BR Residence (3-bed apartment) 3UNIT 10 - 2 BR Residence (2-bed apartment) 2UNIT 11 - 2 BR Residence (2-bed apartment) 2UNIT 12 - 3 BR Residence (3-bed apartment) 3TOTAL PARKING SPACES REQ'D:101 DESCRIPTION DATE4 ADDENDUM 04 11/09/20213 SP/CCOA REV 03 12/17/2021
DNDNUP(SECTION 38.540.050-1)UNIT 9 3 BEDR RESID.3 SPACES REQ'D(SECTION 38.540.050-1)UNIT 10 2 BEDR RESID.2 SPACES REQ'D(SECTION 38.540.050-1)UNIT 5SEE LVL 2(SECTION 38.540.050-1)UNIT 6 SEE LVL 2(SECTION 38.540.050-1)UNIT 12 3 BEDR RESID.3 SPACES REQ'D(SECTION 38.540.050-1)UNIT 11 2 BEDR RESID.2 SPACES REQ'DDESCRIPTION OF REDUCTION A car-sharing agreement meeting the criteria established by the community development director may be used to meet the required number of parking spaces. To use this option the development must have more than five dwelling units. Each vehicle provided through a car sharing agreement counts as required parking at a ratio of one dedicated car-share space to five standard spaces(Section 38.540.050 - A.1.b.(3))For the purpose of this section a building is considered mixed-use if the non-residential portion of the building is at least one-quarter of the gross square feet not used for parking. The use of this section does not preclude the use of other sections of this chapter which may have the effect of reducing the required amount of parking. When calculating the amount of required parking for residential uses within a mixed-use project the amount of parking may be reduced subject to Table 38.540.050-2. (Section 38.540.050 - A.1.b.(2))2VEHICLES PROVIDED1 VEHICLE5 STALLSPARKING REDUCTIONSREDUCTIONITEM NO.NON-RESIDENTIAL REQUIRED29RESIDENTIAL REQUIRED28RATIOBETWEEN 1 & 3DEDUCTION ALLOWANCE50%14 STALLS1Property owners’ have the option of requesting the reduction of up to ten percent of the required parking spaces for non-residential uses if:a. Two covered bicycle parking spaces are provided for each automobile space not provided; and b. For each ten or fraction of ten automobile parking stalls reduced, a non-residential shower, changing area, and five clothing lockers are provided on-site.(Section 38.540.050 - A.2.c.(6))TOTAL NON-RESIDENTIAL STALLS REQ'D29Landscaping in lieu of parking. Except in the B-3 district, property owners’ have the option of requesting the deletion of up to five required spaces or ten percent of the required parking spaces, whichever is less, if 350 square feet of landscaping, trees or streetscaping is installed on the property for each space so deleted. (Section 38.540.050 - A.3.a) See L-2.0 & L-2.1.4LANDSCAPING REDUCTIONADDED LANDSCAPING REQ.1,750 SF5 STALLSNUMBER OF STALLS REDUCEDCOVERED BIKE SPACES6+ PROV.SHWR, CHANGING ROOM & 5 LOCKERS1 OF EACH PROV.3 STALLSTOTAL REDUCTIONS 27 STALLSREVISED TOTAL REQ. 30 STALLSPROVIDED IN ENCLOSED GARAGE 14 STALLSCURRENT ON ST. (WALLACE) Sec 38.540.050 - A.1.a.(1)3 STALLSPROVIDED IN OPEN LOT 15 STALLSPROVIDED SUBTOTAL 32 STALLS3SPACE NEEDED FOR CAR-SHARE 1 STALL33PROVIDED / REQUIRED + 1 STALLS 32 - 30 -1 =STALLS REQUIREDCOMPONENTBasementPARKING REQUIREDLevel 1Level 2Level 34 Stalls25 Stalls18 Stalls10 StallsTOTAL:57 Stalls(PRIOR TO REDUCTIONS)DateProject NumberSheet NameCopyright:ALL DRAWN AND WRITTEN INFORMATION APPEARING SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF 45 ARCHITECTUREIssued1216 W Lincoln Street, Suite DBozeman, Montana 59715406-577-2345www.45arch.comG-011PARKINGANALYSISWILDLANDS DEVELOPMENT10.01.202120052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 597151" = 20'-0" THIRD LEVEL PARKING COUNT1REQUIRED PARKING SPACES - LEVEL 3NAME CLASSIFICATION PARKING CALCULATEDUNIT 9 - 3 BR Residence (3-bed apartment) 3UNIT 10 - 2 BR Residence (2-bed apartment) 2UNIT 11 - 2 BR Residence (2-bed apartment) 2UNIT 12 - 3 BR Residence (3-bed apartment) 3TOTAL PARKING SPACES REQ'D:101 DESCRIPTION DATE4 ADDENDUM 04 11/09/2021
DN
DN
UP
1. CONTRACTOR TO FIELD VERIFY ALL UTILITY LOCATIONS AND CONNECT
UTILITIES FROM ROUGH INS TO BUILDING
2. SLOPE GRADE 5% MINIMUM FROM FOUNDATION WALLS, TYP.
3. SEE GEOTECH REPORT FOR SOIL ANALYSIS, BUILDING, AND DRIVEWAY
REQUIRMENTS.
4. TOPOS SHOWN AS DESIGN INTENT ONLY. TOPOS SHOULD BE REVIEWED
BY A LICENSED CIVIL ENGINEER.
5. YARD GRADING SHALL DRAIN TO STREET, ALLEY AND/OR REAR YARD
PROPERTY LINE, MINIMIZE DRAINAGE OF WATER ONTO ADJACENT
PROPERTY
6. LOT DRAINAGE WILL COMPLY WITH THE NATURAL DRAINAGE PATTERNS
THAT EXISTED PRIOR TO ANY EXCAVATION. DRAINAGE ACROSS
PROPERTY LINES WILL NOT EXCEED WHAT EXISTED PRIOR TO GRADING.
7. EXCESS OR CONCENTRATED DRAINAGE SHALL BE CONTAINED ON SITE
OR DIRECTED TO AN APPROVED FACILITY.
8. STORMWATER RUNOFF RESULTING FROM THE CREATION OF IMPERVIOUS
SURFACES SHOULD BE KEPT ON SITE.
9. CONTRACTOR IS RESPONSIBLE FOR BUILDING STAKING.
10. CONTRACTOR TO COORDINATE EXTERIOR STEPS WITH NEW GRADE.
SITE PLAN GENERAL NOTES
PROPERTY LINE
PROPERTY SETBACKS
NEW HARDSCAPING
SIDEWALK
SITE PLAN LEGEND
MATCHING SETBACK
FOR R2 ZONE
ACROSS PEACH
STREET PER UDC
AND CONF REVIEW
COMMENTS, WHILE
ALSO CONFORMING
TO STOREFRONT
BLOCK FRONTAGE
STANDARDSPROPERTY LINE
TRADITIONAL NEHMU
FRONT SETBACK
1212 SF
SHELL C
131
324 SF
TENANT
STORAGE
121
871 SF
SHELL B
130
1317 SF
FINK'S DELI
E-102
1586 SF
WILD CRUMB
E-101
1593 SF
SHELL A
110
PROPOSED STOREFRONT
BLOCK FRONTAGE SETBACK
MAINTANING 12' SIDEWALK
WIDTH PER UDC
REQUIREMENTS
STOREFRONT BLK. FRNT.40'-0"PROPERTY LINETENANT GARAGE DOOR
ACCESS
E. PEACH ST.N. WALLACE AVE.EXISTING BLK FRNT
76'-0"
COVERED
EXTERIOR PLAZA
PROPERTY LINE
PROPERTY LINESETBACK LINE PROPERTY LINE
THAT WILL BE
AGGREGATED
1 (C)
2 (C)
4 (C)
5 (C)
6 (C)
7 (C)
8 (C)
9
10
11
12
13
14
151
2
3
4
5
7
8
9
10
11
12
13
14 ADA COMPACT STALLS, 23% OF TOTAL PARKING6
ADA
576 SF
TENANT LOBBY
123
126 SF
DOG / GEAR
WASH/BIKE
STORAGE
122
3 (C)
SETBACK LINE
PROPOSED SETBACK
MATCHING SETBACK FOR
R2 ZONE ACROSS PEACH
STREET PER UDC AND
CONF REVIEW COMMENTS,
WHILE ALSO CONFORMING
TO STOREFRONT BLOCK
FRONTAGE STANDARDS
410 SF
SERVICE
CORRIDOR
111
373 SF
STORAGE
ROOM -
RESIDENT
LOCKERS
118
62 SF
LOCKERS
113 91 SF
TENANT
CORRIDOR
117
145 SF
FIRE RISER
120
OPEN AIR
PUBLIC
PARKING AREA
PUBLIC ACCESS CORRIDORPUBLIC ENTRY
PUBLIC ENTRY
PUBLIC ENTRY
FDC PANEL
EXISTING BLK FRNT.68'-2 1/2"20'-3 1/2"40'-2"PROPOSED TRANSFORMER
LOCATION, SEE CIVIL
NWE 10' UTILITY EASEMENT TO
BE WITHIN THE 15' BUILDING
SETBACK
ROOF LINE ABOVE
CANOPY LINE
ABOVE
PROPOSED PARALLEL
PARKING ON PEACH
STREET; (6) STALLS
EXISTING STREET
PARKING, 3 SPACES
SIDEWALK ADJACENT TO ALLEY
PER CONF REVIEW COMMENTS
STOREFRONT BLK FRNT.
82'-9"
LANDSCAPED BLK FRNT
41'-6 1/2"
BLVD TO REMAIN
OVERHEAD DOORS TO
CONDITIONED TRASH
ROOMS
*SEE SHEETS G-010
AND G-011 FOR FULL
PARKING ANALYSIS
*SEE SHEETS G-010
AND G-011 FOR FULL
PARKING ANALYSIS
7'-0"24'-0"24'-0"24'-0"RR
CL MAILBOXES467 SF
STORAGE
E-103
3 CU
YARD3 CU
YARD
3 CU
YARD
CANOPY LINE
ABOVE
77 SF
ACCESSIBLE
RR/SHWR
114
BLK. FRNT.8'-1 5/8" LANDSCAPEDGAS FIRE TABLE
SETBACK15'-0"SETBACK
20'-0"
SETBACK
3'-0"SETBACK5'-0"BIKE RACKS, TYP.
SEE LANDSCAPE
128 SF
MAINTENANCE
135
63 SF
MACHINE ROOM
133
303 SF
TENANT STOR.
116
181 SF
COMMERCIAL
TRASH
132
114 SF
TENANT TRASH
133B
239 SF
EXPANDED
STORAGE
119
15'-0"CANOPY
5'-1 1/2"CANOPY5'-0"LANDSCAPE
PLANTER AND
BENCH
LANDSCAPE
BENCH
LANDSCAPE
BENCH
EX. WINDOW WELL
EX. WINDOW
WELL
EX. WINDOW
WELL
TRASH TIP PAD LOACTION
COORDINATED WITH SOLID
WASTE DIVISION ASSISTANT
SUPERINTENDENT
20'-0"TRADITIONALNEHMU SETBACKPROPOSED STOREFRONT BLK FRNT SETBACKTRADITIONAL NEHMU
FRONT SETBACK
BIKE RACKS, TYP.
SEE LANDSCAPE
BOLLARDS, TYP. OF ALLEY7'-9" CTREXISTING TREES AT
OR NEAR PROPERTY
BOUNDARY TO REMAIN,
FOR LOCATIONS SEE
LANDSCAPE AND CIVIL
DRAWINGS
3
ELECTRICAL METERING,
SEE ELEC
NATURAL GAS
METERING, SEE PLUMB
3
3
3
3
= AREAS TO BE LANDSCAPED
LANDSCAPE IN LIEU OF PARKING
Per Sec. 38.540.050.A.3.a, property owners have the
option of requesting the deletion of up to five required
spaces or ten percent of the required parking spaces,
whichever is less, if 350 square feet of landscaping,
trees or streetscaping is installed on the property for
each space so deleted. This does not decrease the
amount of landscaping that would have been required
with full parking, but is in addition to such landscaping.
This option must be approved by the ADR staff. These
improvements must be placed in the public right-of-way
or setbacks directly facing the right-of-way.
UDC REQ:
LANDSCAPE ALONG PEACH:859 SF
LANDSCAPE ALONG WALLACE:1818 SF
TOTAL LANDSCAPE PROVIDED: 2,677 SF
# OF STALLS REDUCED: 5 STALLS
FORM & INTENSITY STANDARDS (Table 38.320.050)
The maximum lot coverage must
be 40 percent for principally
residential uses or 100 percent for
principally non-residential uses.
Max. Bldg Height 45 ft
Min. Lot Coverage 40%-100%5
Setbacks Front:2011
Rear, Alley:5'
Rear, East:3'
45 ft
CATEGORY REQUIREMENT PROVIDED
Front (Peach St): Per the UDC
Sec. 38.330.040.C and feedback
received following our CNR
submittal, 15'will be the setback
for the new structure on the Peach
St frontage. This matches the
setback of the adjacent residential.
Front (N Wallace Ave): In order to
conform with the requirements for
storefront block frontages found in
Sec 38.510.030, the Wallace
facade will be placed to allow for a
12' minimum sidewalk width.
Rear, Alley:5'
Rear, East:3'
OPEN SPACE REQUIREMENTS
Per Sec. 38.520.060.B.UDC REQ:
B.Usable residential open space.
1.All multi-household development, including multi-household portions of
mixed-use development, must provide minimum usable open space equal to
100 square feet per dwelling unit for studio and one bedroom dwellings and
150 square feet per dwelling unit for dwellings with two or more bedrooms.
1BR UNIT COUNT:2 UNITS = 200 SF
2BR+ UNIT COUNT:11 UNITS = 1650 SF
TOTAL REQUIRED:1850 SF
The required open space may be provided in a combination of ways:
Shared open space. = 100% SF counted toward requirement
Balconies. = 50% SF counted toward requirement
Shared roof decks. = 100% SF counted toward requirement
SHARED OPEN SPACE:864 SF*(1)= 864 SF
Ground level Plaza
PRIVATE BALCONIES:1903 SF*(.5)= 951 SF
ROOF DECK:737 SF*(1)= 737 SF
TOTAL OPEN SPACE PROVIDED: 2,552 SF
PARKING STALL TYPES
Standard Spaces Provided (On Site)19 Spaces
(On Street)3 Spaces
Standard Spaces Provided (Subtotal)22 Spaces
Compact Spaces Provided 8 Spaces
ADA Spaces Provided 2 Spaces
Standard Spaces Percentage 69%
Compact Spaces Percentage 25%
ADA Spaces Percentage 6%
Date
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING SHALL NOT BE DUPLICATED,
DISCLOSED OR OTHERWISE USED
WITHOUT THE WRITTEN CONSENT OF
45 ARCHITECTURE
Issued
1216 W Lincoln Street, Suite D
Bozeman, Montana 59715
406-577-2345
www.45arch.com
AS-101
ARCHITECTURAL
SITE PLANWILDLANDS DEVELOPMENT10.01.2021
20052600 N. WALLACE AVE & 629 E. PEACH ST.BOZEMAN, MT 59715PLAN NORTH
3/32" = 1'-0"
SITE PLAN - ARCHITECTURAL1
*SEE SHEETS G-010 AND G-011 FOR FULL
PARKING ANALYSIS
1 DESCRIPTION DATE
3 ADDENDUM 03 11/04/202
1
DN
DN
UP
1603 SF
SHELL A
110
HEALTH &
EXERCISE
322 SF
TENANT
STORAGE
121
573 SF
TENANT LOBBY
123
880 SF
SHELL B
130
RESTAURANT
1586 SF
WILD CRUMB
E-101
BAKERY WITH
ACC. CAFE
1412 SF
FINK'S DELI
E-102
RESTAURANT /
DELI
1217 SF
SHELL C
131
OFFICE
COMMERCIAL
125 SF
DOG / GEAR
WASH/BIKE
STORAGE
122
78 SF
RR/SHWR
114
92 SF
TENANT
CORRIDOR
117
467 SF
STORAGE
E-103
ACCESSORY
STORAGE
418 SF
SERVICE
CORRIDOR
111
371 SF
STORAGE
ROOM -
RESIDENT
LOCKERS
118
147 SF
FIRE RISER
120
63 SF
LOCKERS
113
71 SF
EXIST. RR
E-106
75 SF
EXIST. RR
E-105
218 SF
EXIST.
ENTRANCE
CORRIDOR
E-104
50 SF
EXIST. RR
E-107
43 SF
EXIST.
OFFICE
E-108
308 SF
TENANT STOR.
116
240 SF
EXPANDED
STORAGE
119
183 SF
COMMERCIAL
TRASH
132
115 SF
TENANT TRASH
133B
63 SF
MACHINE ROOM
133
129 SF
MAINTENANCE
135
Scale:1" = 10'
20'10'5'0'
DATE ●,SSUE
DOCUMENT REUSE:
This document is the property of
Field Studio Landscape Architects
PLLC. The ideas and design
incorporated on this document shall
not be used for any other project
without written authorization of
Field Studio Landscape Architects
PLLC.
SHEET OF
PRO-ECT NUMBER:
S+EET T,TLE
600 N. WALLACE AVE. | STE. 1
B O Z E M A N , M T 5 9 7 1 5
(4 0 6 )5 5 1 -2 0 9 8
w w w .f i e l d s t u d i o l a .c o m
CHARLIE KEES
9313
WILDLANDSDEVELOPMENTN WALLACE AVE. & E PEACH ST.LOTS 24-32, BLOCK 106, PLAT C-23,BOZEMAN, MT2074.00
L-1.0
SITE MATERIALS
PLAN
1 4
2021.05.03 INF SUBMITTAL
2021.06.18 DD SET
2021.08.03 CITY SUBMITTAL
2021.09.03 75% CD SET
2021.09.24 100% CD SET15'-0" SETBACK20'-0" SETBACK
STREET VISION
TRIANGLES, TYP.
STREET VISION
TRIANGLES, TYP.
EAST PEACH ST.NORTH WALLACE AVE.BOULEVARD
STREET TREES
TO REMAIN
IMPROVED
LAWN AREA
EXISTING BUILDING
(2) BIKE RACKS, TYP.
PA
PA
PA
PA
PA
PAPA
PA
PA
PA
PA
3'-0" EAST
SETBACK
GAS FIREPIT;
SEE ARCH.
PUBLIC PARKINGTENANT PARKING
BENCH, TYP.
WEST LAWN
PUBLIC ART
SCULPTURE
CAFE FURNITURE
TBD, TYP.PROPERTY LINE ±15'-2"
±39'-10" V.I.F
.±14'-0"±2'-0"
±20'-0" BE
N
C
H
7'-0"7'-0"±46'-6"
OWNER:
OUTLAW REAL ESTATE PARTNERS
11 LONE PEAK DRIVE, UNIT #104
BIG SKY, MONTANA 59716
CONTRACTOR:
LANGLAS & ASSOCIATES
GENERAL CONTRACTORS
1019 E. MAIN STREET, #101
BOZEMAN, MONTANA 59715
ARCHITECT:
45 ARCHITECTURE
1216 W. LINCOLN STREET, SUITE D
BOZEMAN, MONTANA 59715
STRUCTURAL:
DCI ENGINEERS
1060 S FOWLER AVENUE, SUITE 202
BOZEMAN, MONTANA 59718
CIVIL:
SANDERSON STEWART
106 E BABCOCK STREET, SUITE L1
BOZEMAN, MONTANA 59715
MEP:
MORRISON-MAIERLE
2880 TECHNOLOGY BOULEVARD WEST
BOZEMAN, MONTANA 59718
LANDSCAPE:
FIELD STUDIO
LANDSCAPE ARCHITECTS
600 N WALLACE AVENUE, SUITE 1
BOZEMAN, MONTANA 59715
WEST ENTRANCE
SOUTH
ENTRANCE
NORTH
ENTRANCE
EXISTING
SIDEWALK
±5'-2"
LEGEND
EXISTING CONCRETE
SIDEWALK TO REMAIN
PROPERTY LINE
DECIDUOUS TREES -
DRIP IRRIGATION
CUSTOM BENCH SEATING,
WOOD & STEEL TBD
EXISTING CONTOUR
BRUSHED CONCRETE OR
EQUIVALENT
(±4,370 SF, V.I.F)
PLANTING AREA -
ORGANIC MULCH, DRIP
IRRIGATION
PA
STEEL EDGER, TYP.
BIKE RACK - F+S "CAPITOL"
RACK OR EQUIVALENT
SHRUBS, PERENNIALS,
ORN. GRASSES
TURFGRASS - MP
SPRAY IRRIGATION
NOTES:
1.ALL TAKE-OFFS ARE APPROXIMATE AND SHOULD BE VERIFIED IN FIELD.
2.REFER TO CIVIL DRAWINGS FOR ALL GRADING, DRAINAGE AND UTILITIES.
3.ALL DISTURBED AREAS TO BE REVEGETATED WITH APPROVED PLANTING OR SEEDING.
4.ANY DISCREPANCIES, ERRORS, OR OMISSIONS ON THE CONSTRUCTION DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE.
5.THE CONTRACTOR SHALL STAKE ALL EDGE OF CONCRETE FOR LANDSCAPE ARCHITECT REVIEW AND APPROVAL PRIOR TO PROCEEDING WITH CONSTRUCTION.
6.CONTRACTOR TO VERIFY SITE UTILITIES AND INFRASTRUCTURE LOCATIONS PRIOR TO CONSTRUCTION.
±26'-1"±17'-3"±9'-4"±42'-1"±4'-9"±28'-0"±7'-6"
DEMO. AND REPLACE EXISTING SIDEWALK
AS NECESSARY FOR PLANTER INSTALL, V.I.F
SCORE JOINTS 4'-6'
MAX. SPACING, TYP
SCORE JOINTS 4'-6'
MAX. SPACING, TYP±11'-4"SIDEWALK5'-8"5'-0"REAR SETBACK5'-0"REAR ALLEY SETBACKALIGN CONC.
WITH ARCH.
ROOFLINE
STEEL PLANTER 8
L-3.0STEEL BENCH 7
L-3.0
PROPERTY LINE
PROPERTY LINE
(5) BIKE RACK 6
L-3.0
EXPANSION JOINT WHERE
PROP. CONC. MEETS EXISTING
CONC., TYP. V.I.F.
PROVIDE TWO (4") PVC SLEEVES
BENEATH PAVING FOR IRR. &
ELEC. SYSTEMS, TYP.
CAP ENDS AND MARK LOCATIONS
IN FIELD. COORDINATE LOCATIONS
W/ IRR. & ELEC. CONTRACTORS
ALIGN BENCH
W/ WINDOW
WELL WALL
±16'-6"±13'-4"±3'-5"±7'-7"±13'-10"±4'-0"5'-1"℄ DOOR
℄
±2'-8"±6'-11"±10'-1"℄ DOOR
℄
℄ DOOR
℄
ALIGN CONC.
WITH ARCH.±4'-0"±6'-2"±11'-8"±6'-8"±6'-1"±2'-0"±3'-7"
±6'-9"
±2'-10"±1'-4"±6'-8"PROPERTY LINEUTILITY FENCING; SEE
ARCH FOR MORE INFO
TRANSFORMER
SCREENED WITH
VEGETATION.
SEE CIVIL FOR
CONC. UTIL PAD.
UTILITIES
SCREENED
WITH VEG.
SNOW STORAGE;
SEE CIVIL FOR
MORE INFO.
EXIST. TREES
AND VEG. TO
REMAIN
NOTES:
1.MULCH SHALL HAVE 3" MIN. DEPTH; SHREDDED ORGANIC.
2.ALL TREES TO BE STAKED WITH WOODEN STAKES AND ARBOR TIES FOR A
MINIMUM OF 2 YEARS. REMOVE STAKES WITH APPROVAL FROM OWNER.
DO NOT CUT LEADER
PLANT TREE W/ TOP OF ROOTBALL
1-2" ABOVE FINAL GRADE
APPLY SHREDDED ORGANIC MULCH;
MIN. 3" DEPTH
3" HEIGHT WATER SAUCER IN
NON-TURF AREAS
BACKFILL WITH 70% TOPSOIL,
30% ORGANIC COMPOST
AFTER TREE IS SET IN PLANTING
PIT, REMOVE ALL TWINE & WIRE
FROM TOP & SIDES OF ROOTBALL.
PULL BURLAP BACK 1/3 (MIN.)
SET ROOTBALL ON UNDISTURBED
SUBGRADE. DO NOT OVER-EXCAVATE.
PRUNE DAMAGED OR DEAD
WOOD AS DIRECTED BY OWNERS
REPRESENTATIVE
2-3"
2-3X Ø ROOTBALL NOTES:
1.ALL WORK TO BE DONE AT TIME OF PLANTING.
2.PEEL BACK ONLY TOP OF BURLAP REQUIRED TO PERFORM WORK. REPLACE
BURLAP BEFORE MOVING TREE INTO PLANTING PIT. DO NOT REMOVE WIRE
BASKET UNTIL INSIDE PLANTING PIT.
3.MEASURE NEW HEIGHT OF ROOTBALL AND DIG PLANTING PIT SO FINAL TOP
ROOTBALL GRADE IS 3'' ABOVE FINAL GRADE SURROUNDING BALL.
FINAL TOP ROOTBALL GRADEGRAFTED
NON-GRAFTED
LEAVE PROTECTIVE WRAPPING/ COVER ON TREE
TRUNK UNTIL PLANTING
REMOVE ADVENTITIOUS ROOTS FROM NEWLY
EXPOSED PORTION OF TREE TRUNK
CAREFULLY REMOVE ANY SOIL ABOVE BOTTOM 13OF GRAFT
CAREFULLY LOCATE TOP OF ROOT CROWN WITH
BLUNT HAND TOOLS TO DETERMINE FULL HEIGHT
OF GRAFT. REPLACE SOIL TO BOTTOM ONE THIRD
OF GRAFT AS SHOWN.
CAREFULLY REMOVE ANY SOIL HIGHER THAN 1''
ABOVE TOP OF ROOT CROWN
CAREFULLY LOCATE TOP OF ROOT CROWN WITH
BLUNT HAND TOOLS TO DETERMINE LOCATION OF
TOP OF ROOT CROWN. REPLACE SOIL AROUND
TRUNK TO FINAL TOP ROOTBALL. GRADE AS
SHOWN.
FINAL TOP ROOTBALL GRADE
LEAVE PROTECTIVE WRAPPING/ COVER ON TREE
TRUNK UNTIL PLANTING
REMOVE ADVENTITIOUS ROOTS FROM NEWLY
EXPOSED PORTION OF TREE TRUNK
1"GRAFT2/3PLANTING PIT TO BE PER SPECIFICATIONS
BACKFILL WITH 70% TOPSOIL,
30% ORGANIC COMPOST, MIN. DEPTH 8-12"
REMOVE POTS PRIOR TO PLANTING
APPLY ORGANIC SHREDDED MULCH 3" MIN.
DEEP. MULCH DEPTH AROUND PLANT BASE
MAY BE THINNER. DO NOT BURY PLANTS
WITH MULCH.
PLANT SPACING AS SPECIFED
151
2"
EDGE OF BED, CURB, OR WALK
PLANT LOCATION
NOTES:
1.ALIGN FRONT ROW PARALLEL TO BED LINE
A B C D
6''5''6''6''6''
8''7''6''8''8''
12''12''8''10''12''
18''9''18''18''
24''24''18''21''24''
30''26''15''30''30''
36''31''30''36''36''
48''48''30''42''48''
60''52''36''60''60''
PLANT SPACING
AD D BCCCA60°
NOTES:
1.STEEL TYPE: NATURAL STEEL
2.EDGER SIZE: 1/4" THICKNESS X 6" DEPTH
3.SET ALL EDGING 1/2'' ABOVE FINISH GRADE AS SHOWN.
4.EDGING SHALL ABUT ALL WALKS, PATIOS, CONCRETE, OR DRIVES AT A
PERPENDICULAR ANGLE, AND SHALL BE FLUSH WITH GRADES OF
ADJACENT FINISHED CONCRETE SURFACES.
5.ALL JOINTS TO BE SECURELY STAKED AND WELDED.
6.ALL EDGER CORNERS TO BE CLEANLY BENT OR SECURED WITH CORNER
STAKES - DO NOT BUTT JOIN END PIECES OF EDGER AT CORNERS WITHOUT
CORNERSTAKE.
7.LAYOUT AND INSTALLATION OF EDGER TO BE TRUE TO PLAN LAYOUT.
8.SPLICE JOINTS/TABS NOT TO BE USED AT TERMINATION POINTS OF EDGER,
SUCH AS AT HARDSCAPE. "END STAKES" REQUIRED AT ALL END JOINTS.
6" WELDED STEEL EDGER
18" STEEL REBAR OR ANGLE IRON12"SEE PLANS FOR ADJACENT CONDITIONS
STEEL
FRAME
NOTES:
1.DESIGN SHOWN FOR INTENT. FABRICATOR TO PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.
2.STEEL FRAME: 1/2" THK. NATURAL FINISH
3.SEAT: KEBONY BOARDWALK DECKING. "KEBONY CLEAR" 2X6 Square S4S E2E (#2522), 10FT LENGTHS
4.ELECTRICAL PLANS TO BE PROVIDED BY ELECTRICAL CONTRACTOR FOR LIGHTING DETAILS. LIGHTING TO BE FIELD INSTALLED.
5"EQUIDISTANT O.C.
MAX DIST. 5'-0"
SECTION - B FRONT
1
4" FILLET ON ALL TOP EDGES
PLAN
51
2"112"1
4" GAP
℄
℄
EQUIDISTANT O.C.
MAX DIST. 5'-0"
5"
PLASMA-CUT BRANDING OR
APPROVED EQUAL
STAGGERED JOINTS, 1
8" GAP
2"
HEX BOLT, FASTEN SEAT TO FRAME
FASTEN FRAME TO STEEL T-BAR
STOCK, 1"x2", INTO CONC.FOOTER1"±18" FOOTER,PER MANFACT.RECOMM.1'-5"1'-612"SECTION - A SIDE
SEE STRUCTURAL DWGS FOR
FOOTING DESIGN
VARIES - SEE PLANS
ISOMETRIC - NOT TO SCALE
STEEL RECESSED 1
2" FROM EDGE
SEAT OVERHANG 1
2"1'-934" STEEL1'-93
4"1
2" O.H.1
2" O.H.14" GAP1'-1034" OVERALLEQUIDISTANT O.C.
MAX DIST. 5'-0"
STEEL FRAME
MAX BOARD LENGTH 10'
8"8"
120V DUPLEX GFI RECEPTACLE
1'-0"ACCENT LED TAPE; SEE ELECTRICAL
ACCENT LED TAPE;
SEE ELECTRICAL
NOTES:
1.DESIGN SHOWN FOR INTENT. FABRICATOR TO PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.
2.STEEL FRAME: 3/8" THK. MAX. NATURAL FINISH
3.SEAT: KEBONY BOARDWALK DECKING. "KEBONY CLEAR" 2X6 Square S4S E2E (#2522), 10FT LENGTHS
4.ELECTRICAL PLANS TO BE PROVIDED BY ELECTRICAL CONTRACTOR FOR LIGHTING DETAILS. LIGHTING TO BE FIELD INSTALLED.
PLAN
SECTION - B FRONT
SEAT MITRE CUT
±5'-8" VIF46'-6" OVERALL VIF ±11'-2" OVERALL VIF±4'-1" VIF±9'-6" VIF ±27'-0" VIF ±10'-0" VIF±1'-8" O.C.21
2" STEEL
1
2"
℄ ℄
℄ ℄
℄ ℄
℄ ℄
1'-1034" SEAT WIDTH WELDED BRACKET,
FASTENED TO SEAT
FROM UNDERNEATH
SECTION - A
SCALE: 1
2" = 1'-0"
PLAN
SCALE: 1
2" = 1'-0"
4"
WELDED STEEL BRACKET
TO FRAME, 1
2" x 21
2", FOR
SEAT FASTENING AND
SUPPORT
1'-612"6"PLANTING MIX
A 1'-1034"SEATWIDTH2X2 ANGLE STEEL WELDED
TO FRAME FOR LATERAL
FORCE REINFORCEMENT;
HELD 12" BELOW TOP OF
STEEL FRAME
5'-0" O.
C.
TUBE 5'-0" O.C.
TUBE
ISOMETRIC - NOT TO SCALE
3X3 ANGLE STEEL
TO SUPPORT
PERIM.DECKING
WELDED 3X3 ANGLE STEEL
TO SUPPORT PERIMETER
DECKING
B
NON-WOVEN GEOTEXTILE FABRIC
2" TUBE STEEL SET WITHIN
12"Ø SONOTUBE FOOTER.
FRAME WELDED TO TUBE.
SEE STRUCTURE FOR
FOOTER DESIGN.
CRUSHED GRAVEL1'-612"FINISH CONC.
POURED TO
FRAME ±4'-0"±4'-6" O.
C.
TUBE
±4'-0" O.
C.
TUBE
±2'-2" O.C.
TUBE
5'-0" O.C.
T
U
B
E
5'-0" O.C.
T
U
B
E
EQ.EQ.EQ.EQ.
2X2 ANGLE STEEL
WELDED TO FRAME,
FASTEN SEAT FROM
UNDERNEATH
EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.
5'-0" O.C.
TUBE
5'-0" O.C.
TUBE
5'-0" O.C.
TUBE
5'-0" O.C.
TUBE
5'-0" O.C.
TUBE
3X3 ANGLE STEEL TO SUPPORT
PERIMETER DECKING
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.
EQ.EQ.EQ.EQ.
±4'-6" O.
C
.
TUBE
2X2 ANGLE STEEL WELDED TO FRAME
2X2 ANGLE STEEL
WELDED TO FRAME FOR
LATERAL FORCE
REINFORCEMENT; HELD
12" BELOW TOP OF STEEL
FRAME
2X2 ANGLE STEEL
WELDED TO
FRAME, FASTEN
SEAT FROM
UNDERNEATH
3X3 ANGLE
STEEL TO
SUPPORT
PERIMETER
DECKING
5'-0" O.C.
3X3 ANGLE STEEL
TO SUPPORT
PERIM. DECKING
SEAT FASTENED
TO ANGLE STEEL
FROM
UNDERNEATH
EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.
2" TUBE
STEEL INTO
FOOTER
NON-WOVEN
GEOTEXTILE
FABRIC
GRAVEL
FILL
5'-0" O.C.
TUBEEQ. TUBE
2X2 ANGLE
STEEL
PLANTING MIX
EQ. TUBE
2X2 ANGLE
STEEL
5'-0" O.C.
TUBE
5'-0" O.C.
TUBE
5'-0" O.C.
TUBE
5'-0" O.C.
TUBEEQ. TUBE EQ. TUBE
2"STEEL FRAME
STEEL FRAME 11"120V DUPLEX GFI
RECEPTACLE, TYP.
±3'-8" O.C
.
5'-0" O.C.
T
U
B
E
ACCENT LED
TAPE; SEE
ELECTRICAL
ACCENT LED
TAPE; SEE ELECT.
ACCENT LED
TAPE; SEE
ELECT.
ACCENT LED
TAPE; SEE ELECT.
1
4" GAP
51
2"6"112"NOTES:
1.BIKE RACK: MODEL FORMS+SURFACES CAPITOL BIKE RACK. POWDERCOAT
FINISH COLOR TO MATCH ARCH. STEEL OR APPROVED EQUAL.
2.SEE MANUFACTURER SPECS FOR RECOMMENDED SURFACE MOUNTING.
BRUSHED CONCRETE OR
EQUAL±3"±4"SECTION
COMPACTED ROAD BASE PER
CIVIL
COMPACTED SUBGRADE PER
CIVIL
SLOPE PER PLAN
5"2'-10"PHOTO: INSTALLED CAPITOL BIKE RACKS DATE ●ISSUE
DOCUMENT REUSE:
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SHEET OF
PROJECT NUMBER:
SHEET TITLE
N :ALLACE A9E _ STE
B O =E M A N M T
Z Z Z I L H O G V W X G L R O D F R P
DECIDUOUS TREE PLANTING1 SCALE: 1/4" = 1'-0"
FINAL TOP OF ROOTBALL GRADE2 SCALE: 1/2" = 1'-0"
PERENNIALS AND GROUNDCOVERS3 SCALE: 1/4" = 1'-0"
TRIANGULAR SPACING FOR PLANTING LAYOUT4SCALE: 1/4" = 1'-0"
STEEL EDGER5 SCALE: 1" = 1'-0"
CHARLIE KEES
9313
WILDLANDSDEVELOPMENTN WALLACE AVE. & E PEACH ST.LOTS 24-32, BLOCK 106, PLAT C-23,BOZEMAN, MT2074.00
L-3.0
SITE DETAILS
4 4
2021.05.03 INF SUBMITTAL
2021.06.18 DD SET
2021.08.03 CITY SUBMITTAL
2021.09.03 75% CD SET
2021.09.24 100% CD SET
OWNER:
OUTLAW REAL ESTATE PARTNERS
11 LONE PEAK DRIVE, UNIT #104
BIG SKY, MONTANA 59716
CONTRACTOR:
LANGLAS & ASSOCIATES
GENERAL CONTRACTORS
1019 E. MAIN STREET, #101
BOZEMAN, MONTANA 59715
ARCHITECT:
45 ARCHITECTURE
1216 W. LINCOLN STREET, SUITE D
BOZEMAN, MONTANA 59715
STRUCTURAL:
DCI ENGINEERS
1060 S FOWLER AVENUE, SUITE 202
BOZEMAN, MONTANA 59718
CIVIL:
SANDERSON STEWART
106 E BABCOCK STREET, SUITE L1
BOZEMAN, MONTANA 59715
MEP:
MORRISON-MAIERLE
2880 TECHNOLOGY BOULEVARD WEST
BOZEMAN, MONTANA 59718
LANDSCAPE:
FIELD STUDIO
LANDSCAPE ARCHITECTS
600 N WALLACE AVENUE, SUITE 1
BOZEMAN, MONTANA 59715
STEEL BENCH7 SCALE: 1/2" = 1'-0"
STEEL PLANTER8 SCALE: 1/4" = 1'-0"
BIKE RACK6 SCALE: 1" = 1'-0"