HomeMy WebLinkAbout181344 - Site & Floor Plan - 2019.04.04 33.45 9.65 7 62'
n o n WASHROOM UTIL.
DISH CLO.
DINING AREA STO. 3.06 O
W 2.77' �Z - - - - - I- - WHEAT DRIVE - -
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z NO PARKING SIGN MAILBOX MATCH EXISTING SIDEWALK
8.90, U NO PARKING SIbN sheet 1 of 3
WfEAT ORn Q TO BACK OF CURB °LLI N 246.20 }i' frrj E E
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d BENCHMARK INSTALL 4' WIDE CONC. SIDEWALK °
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HYDRANT TOP NUT VERTICAL CONCRTE CURB � mLL
DINING AREA DINING AREA 11.99 n
MEXI ANA W 10
STORAGE ELEV.=4,750y-1 ;O; ,�, (TYP.)
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1 VICINITY MAP - a
Q o 17.65 w� y 10' UTILITY 'J' w
C1.0 SCALE:NTS ~ " M. BATH 2 ^ EASEMENT PER PLAT ELEV.=44,,749.01' 29 g
CO DUMPSTER / L ADA COMPLIANT RAMP
1 1/2"STEEL PIPE 0 10,5a I ENCLOSURE ��S HALT PAVEMENT
1'-2" a
F. BATH OFFICE 0 21 H1 H2 H3
AP IGN 22 -0-
ATRIUM 1 4 I P
28
ELECTRIC METER INST LL ON RT C OS WAI W
• CONCRETE WA K
4"CONCRETE SLAB 22.60' 21.57610' 22.00' 10.00' i J CONCRETE M
4"OF 1"MINUS �� < 50' FLAGPOLE �a W
WASHED ROCK O O N
3 FLOOR PLAN „ J U/
C1.0 SCALE:1"=10' o Li LO
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Za w 50,30 CONCRETE
GAS METER uN ~ z 1.154 Acl es
2 BIKE RACK DETAIL � 00 U
c1.o SCALE: z EXISTING BUILDING 42 48
NTS W
z 6„ O,
o FF ELEV.=4,750.5' ASPHALT PAVEMENT
SUB
4X4 TUBE STEEL COLUMN
4"
4" DIA. X 60" 2X4 T.S PURUNS 0 MAG 36"O.0 e
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LLARD,3 �6" o o PROPOSED 6-BIKE 41
HIGH
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IRRIGATION VALVE
SUPPORTS, T.S. 0 1600
n DUMPSTER SUPPORTS, SET IN 12" 4X6 T.S.BEAM — —
I�Illi Dlnz. x ao"soNOTUBE 1600 _ PANDA BUFFET SIGN
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_ PRIOR TO POURING SLAB 22 GA.7.2 STRUCTURAL PANEL
ROOF(COLOR BY ARCHITECT) kj� z
PROPOSED SHED_ _ lv
4"THICKENED EDGE CONC. '9 S83°50'05"W� l ~'
SLAB W/I3 BARS 0 18"O.C. Q
EA.WAY OVER 6"WASHED _ 2 6550'05
GRAVEL W^,a R
- — — FOUND 5/8" REBAR W/ 1.5" � O
I2'_O" ALUMINUM CAP (SURVCO)
WELD HINGES 5 OVERALL SITE
TO ALLOW ROOF PLAN
PLAN 180' MIN. C1.0 SCALE:1"=20' Scale In Feet
GATE 20 0 20
BENCHMARK STRUCTURE DATA
TOP OF SET MAGNAIL(FEE CP.50) 6 O 6
ELEVATION=4,749.01 FEET(NOS OPUS SOLUTION) BUILDING FOOTPRINT= 5,134 SF Scale In Meters O
LEGAL DESCRIPTION KITCHEN/PRODUCTION AREA= 1,594 SF contour Intervals: 1 Foot V
RESTAURANT/SEATING AREA= 2,761 SF / rrTT
LOT 7,AMD.WHEAT COMMERCIAL SUBDIVISION[PLAT J-58-B] � h+l
LOCATED IN NE 1/4,SEC.1,T.2 S.,R.5 E.OF P.M.M.,CITY (INCLUDES DINING AND ALCOHOL SERVING AREAS) LEGEND W
OF BOZEMAN,GALLATIN COUNTY,MONTANA UNCLASSIFIED REMAINDER= 779 SF
2X4 T.S FRAME (PUBLIC/EMPLOYEE RESTROOMS) (R) RECORD DISTANCE OR AZIMUTH
OWNER GENERAL NOTES FOUND 5/8 INCH REBAR WITH YELLOW PLASTIC
4X6 T.S BEAM FILL AND WELD ENDS 22 GA. 7.2 CAP (SURVCO 3704-S) OR AS NOTED U
PANELS 2X4 T.S.SUPPORTS 0 36"O.C. FAMILIA BELGRADE,LLC 1. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND
FILL AND WELD ENDS 81 HICKORY LANE CP It BENCHMARK
THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT.
�
SPECIFICATIONS SHALL BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL
PROVIDE WELDED BOZEMAN, MT 59718 O
OF
END CAPS AT TOP _ WELD 189 HINGES TO DOOR/SUPPORTS 06 T.S.BEAM EXISTING TREE
OF SUPPORTS FILL AND WELD ENDS DEVELOPMENT ADDRESS 2. PRIOR TO THE PRECONSTRUCTION MEETING,THE CONTRACTOR SHALL SUBMIT
L2X2X3/16°ANGLE SUPPORTS TO THE ENGINEER AND THE CITY OF BOZEMAN,WORKING DRAWINGS, EXISTING SANITARY SEWER MANHOLE
4X4X3 16°T.S.SUPPORTS,$ OPTIONAL 2X3 16°FLAT BAR 712 WHEAT DRIVE SPECIFICATION SHEETS,ETC.FOR ALL EQUIPMENT AND MATERIALS TO BE
,� / BOZEMAN, MT 59715 USED ON THE PROJECT. INSTALLATION SHALL NOT BE MADE WITHOUT THE EXISTING FIRE HYDRANT
IN 12 DIAZ.X 30"SONOTUBE = PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE EXISTING WATER VALVE
PRIOR TO POURING SUB SITE DATA ENGINEER.
CORRUGATED METAL ; EXISTING LIGHT POLE
TO MATCH BUILDING METAL 3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTIUTIES
2°X2"TUBE FRAME 1/1/8'PLATE s SIDING AND FINISH EXISTING ZONING:B-2 COMMUNITY BUSINESS DISTRICT PRIOR TO THE BEGINNING OF CONSTRUCTION. PROPERTY BOUNDARY LINE
STEEL INFlLL ON BACK PROPOSED USE: COMMUNITY BUSINESS —SURROUNDING PROPERTY LINE
(POWDER COAT TO MATCH BUILDING SETBACKS: FRONT: PER BLOCK FRONTAGE STANDARDS 4. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 EASEMENT LINE
a INFlLL PANELS) IN DIVISION 38.510 HOURS PRIOR TO BEGINNING CONSTRUCTION.
SIDE 8' —x—x—x—EXISTING FENCE
REAR 10' 5. TRENCH BACKFILL SHALL BE TYPE A FOR ALL AREAS TO BE PAVED. EXISTING CURB AND GUTTER
STEEL SLEEVES IN CONC.TO ACCEPT L2X2X3/16°ANGLE SUPPORTS
CANE BOLTS AREA OF LOT 7= 1.1548 ACRES or 50,305 SO FT 6. SITE WORK TO BE PERFORMED ACCORDING 70 THE RECOMMENDATIONS
AREA OF HARDSCAPE 27,203.5 SQ.FT.or 54.1%of LOT 7 OUTLINED IN THE"GEOTECHNICAL INVESTIGATION REPORT"PREPARED BY C&H
AREA OF STRUCTURES= 5,133.4 SQ. FT.or 10.2%of LOT 7 ENGINEERING,DATED MARCH CAL I KITCHEN/PRODUCTION AREA
AREA OF OPEN SPACE= 17,968.1 SQ. FT.or 35.71 of LOT 7
AREA OF PUBLIC STREETS=NONE 7. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE Issue Date:41512019
PERCENT SITE COVERAGE= 64.3x
NOTE: PROJECT MEETS ALL OSHA REQUIREMENTS AND THAT THE SITE MEETS ALL
NOTE: ESTIMATED TOTAL FLOOR AREA=5,133.4 SQ.FT. APPLICABLE SAFETY REQUIREMENTS FOR HIS EMPLOYEES AND AN7 SITE RESTAURANT SEATING AREA
VERIFY COLOR BELECTIONS Ul/ VERIFY COLOR fiELECTICNS W/ p= /
ARCHITECT,STEEL i0 MATCH PANEL ARCHITECT,STEEL i0 MATCH PAFLIEjA�SUMSQt INSPECTION WORK PERFORMED BY THE ENGINEER.
PARKING SPACES PROVIDED
COLOR (ALOR STANDARD =61 SPACES 8. PROPOSED GAS,ELECTRICAL AND COMMUNICATION LINE LOCATIONS ARE BASIS FOR AZIMUTHS FROM NORTH: GPS
HANDICAP =3 SPACES APPROXIMATE.FINAL SERVICE LANE LOCATIONS ARE TO BE COORDINATED OBSERVATIONS ON MODIFIED STATE PLANE
WITH SERVICE PROVIDER AT THE TIME OF APPLICATION FOR SERVICE. GRID. ROTATE AZIMUTHS SHOWN 2'34'22" cimo
FRONT ELEvATION SIDE ELEVATION TOTAL=64 SPACES PROVIDED 9. ALL OUTDOOR LIGHTING FIXTURES MUST BE SHIELDED IN A MANNER THAT NO CCW TO OBTAIN PLATTED AZIMUTHS.
LIGHT IS EMITTED ABOVE A HORIZONTAL PLANE PASSING THROUGH THE
LOWEST POINT OF THE LIGHT EMITTING ELEMENT,SO THAT DIRECT UGHT
EMITTED ABOVE THE HORIZONTAL PLANE IS ELIMINATED.ALL EXTERIOR AND [N45'00'00"E] BEARING COMPUTED FROM
TRASH ENCLOSURE DETAIL BUILDING MOUNTED LIGHT MUST BE"DARK SKIES"COMPUANT. AZIMUTH SHOWN
C1.0 SCALE:NTS
181344