HomeMy WebLinkAboutDEPATURE EXHIBIT 02 08-27-2020SPR submittal
GIBSON GUITAR DESIGN BUILD | 1894 ORVILLE WAY
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18. The proposed deviation from BMC 38.400.060 is not applicable to the building elevation and does not impact the building height or
other applicable standards.
19. We would like to request a departure from BMC 38.400.060 to reduce the size of the requested right-of-way along Orville Way. City
engineering is requesting an arterial street right-of-way, and we feel this would negatively impact our design proposed design and make
the optimal building layout for a manufacturing space less efficient. Additionally, as stated in the waived traffic study, we are anticipating
only a minimal increase in traffic, and an arterial street right-of-way is inappropriate for Orville Way as it will only be serving local traffic
into the future.
We propose to update the North side of Orville Way with curb and gutter, public access easement, storm water drainage, and site
lighting to enhance the 31’ local road right-of-way on Orville Way and provide an effective transition at the pedestrian scale.
20. See below for an exhibit clearly showing the proposed departures related to Other Frontage building placement requirements. The
impacted area proposed as a departure is shown in the yellow region, located in the right of way on Orville Way.
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SETBACK
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EASEMENT
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NEW MANUFACTURING
EEXXIISSTTIINNGG BBUUIILLDDIINNGGEEXXIISSTTIINNGG BBUUIILLDDIINNGG
LOT 1 & VACATED CULDESAC
EXCEPT N 19TH R/W
LOT 3 & VACTED CULDESAC
EXCEPT N 19TH R/W
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24937 SF
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(N) ASPALT PAVING TO CONNECT TO EXISTING TRAIL
3
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PLAYGROUND
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PROPERTY LINE PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
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TO REMAIN
A0.13
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EXISTING GIBSON
ACOUSTICS MFR.
ARCHITECTURAL F.F. ELEVATION 5482'-6" = 100'0" = T.O. CONC. SLAB20815 SF
ORVILLE WAY
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19'-11"
30'-0"9'-
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68'-0 1/2"
25'-0"
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27'-6"
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(E) 8' ASPHALT PATH
(N) 2' ASPHALT EXTENSION
25
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25
60'-6"
BBIICCYYCCLLEE PPAARRKKIINNGG
22'-0"
7
'
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1
2
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177'-9 5/8"
60°
SITE PLAN KEY(N) CONCRETE PAVING(N) ASPHALT PAVING
(E) LANDSCAPE
(E) GRAVEL ACCESS ROAD(N) BUILDING AREA PROPERTY LINEPLANTINGS -TYPE AND QUANTITY, SEE LANDSCAPE(N) PLANTER BED W/ WEED MAT AND LANDSCAPE GRAVEL(E) GRAVEL WALKING PATH SITE NOT IN SCOPESOD(E) ASPHALT PAVING 1. WORK UNDER THIS CONTRACT INCLUDES ALL DESIGNATED WALKS, PADS, CURBS AND ASPHALT PAVED PARKING AREAS WITHIN THE CONTRACT BOUNDARY. PROVIDE ALL SITEWORK INDICATED INCLUDING TOPSOIL, LANDSCAPING, SEEDING, ETC.TO PROVIDE A COMPLETE FINISHED SITE. SEE IRRIGATION, LANDSCAPING, CIVIL AND ELECTRICAL FOR EXTENT OF WORK UNDER THOSE SUBCONTRACTORS.2. DIMENSIONS ARE TYPICALLY TO FACE OF BUILDING, FACE OF WALL, EDGE OF WALK OR PAVING SIDE OF CURB.3. FIELD VERIFY ALL EXISTING CONDITIONS.4. SEE ELECTRICAL FOR SITE LIGHTINGSHEET NOTES -SITE PLAN------------------------------U P D A T E --------------------------
BIM FILE PATH:
SHEET NO.:
TITLE:
copyright 2018 SMA, P.C.
REVISIONS:
KEYMAP:
HHEELLEENNAA920 Front Street | Suite 101Helena | MT | 59601P| 406/442.4933www.architects-sma.comARCHITECT SEAL:
PROJECT:
PROJECT LOCATION:
PREPARED FOR:
LOGO:
CONSULTANT:
PROJECT NUMBER:
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CCHHEECCKKEEDD BBYY::
TEAM:
PHASE:
DATE:
PROJECT NUMBER:
Plo
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BBOOZZEEMMAANN109 East Oak Street | Suite 2EBozeman | MT | 59715P| 406/219.2216 www.architects-sma.com
NOT FOR CONSTRUCTION
C:\Users\JAKES\Documents\1620 - Gibson Guitar-R20_jakes@architects-sma.com.rvt
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11662200
11889944 OORRVVIILLLLEE WWAAYYBBOOZZEEMMAANN,, MMTT 5599771155
SSIITTEE PPLLAANN RREEVVIIEEWW
NO. DATE REVISION DESCRIPTION
1/32" = 1'-0"A0.1111(N) SITE PLAN
KEYNOTES - ARCHITECTURAL SITE PLAN (N)1 TYP. 9'-0" X 18'-0" PARKING SPACE, SEE CIVIL2 TRUCK LOADING DOCK3 NEW CONCRETE SIDEWALK - SEE CIVIL4 (N) PAVED SHORT TERM PARKING - SEE CIVIL5 (N) PLANTING AREA6 (E) LANDSCAPE, TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION7 (N) ADA ACCESSIBLE RAMP, COORD. WITH CIVIL8 UTILITIES AREA9 (N) PRIVACY FENCE10 UTILITIES AREA FENCE11 128 PROPOSED PARKING STALLS12 (N) PEDESTRIAN CROSSING13 (E) PAVED ROAD14 GIBSON ACOUSTIC SIGNAGE
15 OVERHEAD CANOPY (SEE SECTIONS/ELEVATIONS/DETAIL FOR MORE INFORMATION)
16 IMPROVED SHIPPING, RECIVING, AND STORAGE AREA
17 TRUCK DELEIVERY LOCATION
18 EXTERIOR RAMP, SEE SITE DETAILS
19 (E) MECH./ELEC. EQUIPMENT W/ CONCRETE PADS
20 TRAIL NEEDS TO MEET CITY REQUIREMENTS OF 10'-0" WIDE WITH IN PROPERTY LINES
21 EXTERIOR ADA RAMP
22 CONTRACTOR TO PROTECT DURING DEMO AND CONSTRUCTION
23 (N) PLAYGROUND MAT, SEE LANDSCAPE
24 UTILITIES FENCE ROLLER GATE
25 SNOW STORAGE
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57.88'
58.02'S89°48'05"W 386.17'
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N89°47'45"E 386.19'
S89°47'13"W 444.09'
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N89°47'48"E 293.21'
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N89°47'13"E 444.05'
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KINBERWICKE ST
ORVILLE WAY
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BIM FILE PATH:
SHEET NO.:
TITLE:
copyright 2018 SMA, P.C.
REVISIONS:
KEYMAP:
HELENA920 Front Street | Suite 101
Helena | MT | 59601P| 406/442.4933www.architects-sma.com
ARCHITECT SEAL:
PROJECT:
PROJECT LOCATION:
PREPARED FOR:
LOGO:
CONSULTANT:
PROJECT NUMBER:
DRAWN BY:
CHECKED BY:
TEAM:
PHASE:
DATE:
PROJECT NUMBER:
Plo
t
D
a
t
e
:
BOZEMAN109 East Oak Street | Suite 2EBozeman | MT | 59715P| 406/219.2216www.architects-sma.com
1620
08/25/2020
CJC
KLS
GIBSON ACOUSTIC
1620
1894 ORVILLE WAYBOZEMAN, MT 59715
SITE PLAN REVIEW
NO.DATE REVISION DESCRIPTION
TD&H Project Number B19-110
TONMANA
C3.0
SITE & UTILITY PLAN
OVERVIEW
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S89°47'13"W 444.09'
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N89°47'13"E 444.05'
ORVILLE WAY
BIM FILE PATH:
SHEET NO.:
TITLE:
copyright 2018 SMA, P.C.
REVISIONS:
KEYMAP:
HELENA920 Front Street | Suite 101Helena | MT | 59601P| 406/442.4933www.architects-sma.com
ARCHITECT SEAL:
PROJECT:
PROJECT LOCATION:
PREPARED FOR:
LOGO:
CONSULTANT:
PROJECT NUMBER:
DRAWN BY:
CHECKED BY:
TEAM:
PHASE:
DATE:
PROJECT NUMBER:
Plo
t
D
a
t
e
:
BOZEMAN109 East Oak Street | Suite 2EBozeman | MT | 59715P| 406/219.2216www.architects-sma.com
1620
08/25/2020
CJC
KLS
GIBSON ACOUSTIC
1620
1894 ORVILLE WAYBOZEMAN, MT 59715
SITE PLAN REVIEW
NO.DATE REVISION DESCRIPTION
TD&H Project Number B19-110
TONMANA
C3.2
SITE PLAN
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Departure Exhibit #2: This exhibit shows the deviation area at the south property, the required other frontage sidewalk requirement, and the new curb and strom drain, and the new
sidewalk. See narrative above for full description of intent and value this deviation brings to the site design. See C3.0-C3.2 and A0.11
departure exhibit |GIBSON GUITTAR
DEPARTURE | BMC 38.400.060
(N) STORM DRAIN
3
1
’
-
0
”
(N) ASPHALT TO
INCREASE ROAD
TO 31’