HomeMy WebLinkAbout19513 Plans 33.45 9.65 7 62'
n o L
WASHROOM UTIL.
DISH CLO.
DINING AREA STO. 3.06'
`R f 2.77' �z bb MUD-
ROOM `� - - - �- - - WHEAT DRIVE - - -
z O
690, NO PARKING SIGN MAILBOX NO PARKING SIGN sheet t of f
WL TWIIV Q U LANDSCAPING - gACK OF CURB °
P E L no LU w TREE (TYP.) 246.2o s m
U) w — — — — — — — _ 5 ' EXISTING SIDEWAL m
Z O T � m
d BENCHMARK 4' WIDE CONC. SIDEWALK °
Y L E u
HYDRANT TOP NUT VERTICAL CONCRTE CURB � mLL
DINING AREA DINING AREA 1t.ss n
MEXI ANA W STORAGE ELEV.=4,750y-1 ;O; ,�, (TYP.)
F— U I 0 a
Z 7EM
10 11 200,Q w� B. ET M GN IL 9z.00' Y & P 50VICINITY MAP 6 Wz6s TILITYSCALE:NTSM. BATH PER PLAT ELEV.=4,749.01' 29 8
W DUMPSTER
INSTALL ADA COMPLIANT RAMP
loss I ENCLOSURE
S HALT PAVEMENT
2-STEEL STAPLE F. BATH OFFICE v? 21 H1 H2 H3
m m o
BICYCLE RACKS 3' - ATRIUM , , P AP IGN 22 28 ;O:
GALVANIZED TUBING 3' 2 °D ELECTRIC METER I PED STR AN RO SW LK
• CONCRETE WA K
22.60' 21.50 22.00' 10.00, Y CONCRETE o 0
ONCRETE WALK
o' 7610 < 50' FLAGPOLE 7 o W
COMPACTED SGIL 4' 3 FLOOR PLAN N M J
o' Q
W n
—� 10" 10" �— C1.0 SCALE:1"=10' _Mo W
LO
NOTE:
1. ONE RACK HAS THE CAPACITY TO HOLD 2 BIKES. Z< Of
50,30 CONCRETE
2. MAINTAIN 3'SPACING BETWEEN RACKS �' U
GAS METER N 0-1 z� 1.154 Acl es
w
2 BIKE RACK DETAIL EXTEND VERTICAL CURB 2' BEYOND CMU WALL I c) EXISTING BUILDING \ U 42 48 W C1.0 TO ALLOW FOR INSTALLATION OF SIDEWALK Z /O\ a
SCALE:NTS CURB AND GUTTER TO o FF ELEV.=4,750.5' ASPHALT PAVEMENT
END AT CMU WALL TRANSITION CURB AND GUTTER TO 6"
VERTICAL CURB BEHIND CMU WALL.
15'
3' g" 3' (MIN) 4' 3' (MIN) 6—BIKE 41
BI E AC
49 1 U ILI
N
STEEL BOLLARD(TYP.) IRRIGA IION VALVE EA EM NT PE P
RESTAURANT SIGN
N ZO
THICKENED N
EDGE SLAB DUMPSTER
2g3 50 60 05
FOUNDATION � ( 3'505
" (R)
L
— — — FOUND 5/8" REBAR W/ 1.5" A O
CURB AND GUTTER TO END ALUMINUM CAP (SURVCO)
ADJACENT TO CMU WALL s OVERALL SITE
THICKENED EDGE C1.0 SCALE:1"=20' Scale In.Feet
20 0 20
SLAB FOUNDATION BENCHMARK STRUCTURE DATA
TOP OF SET MAGNAIL(FEE CP.50) 6 O 6
o ELEVATION=4,749.01 FEET(NOS OPUS SOLUTION) BUILDING FOOTPRINT= 5,134 SF Scale In teeters O
—r— —— —— LEGAL DESCRIPTION KITCHEN/PRODUCTION AREA= 1,594 SF Contour Intervals: 1 Foot
10 MIN rT
( RESTAURANT/SEATINGAREA= AS) SF h"'M
LOT 7,AMD.WHEAT COMMERCIAL SUBDIVISION[PLAT J-58-B] (INCLUDES DINING AND ALCOHOL SERVING AREAS)
4"x4" HSS COLUMN LOCATED IN NE 1/4,SEC.1,T.2 S.,R.5 E.OF P.M.M.,CITY LEGEND
STEEL FRAME GATES OF BOZEMAN,GALLATIN COUNTY,MONTANA UNCLASSIFIED REMAINDER= 779 SF r
BARREL PIN AND LATCH MADE WITH L3x3x} (PUBLIC/EMPLOYEE RESTROOMS) (R) RECORD DISTANCE OR AZIMUTH rL
STEEL ANGELS OWNER GENERAL NOTES FOUND 5/8 INCH REBAR WITH YELLOW PLASTIC
FAMILIA BELGRADE,LLC CAP (SURVCO 3704-S) OR AS NOTED U
1. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND
81 HICKORY LANE SPECIFICATIONS SHALL BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL CI VI BENCHMARK
BOZEMAN, MT 59718 O
10' (MIN) OF THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT.
STEEL FRAME GATES MADE DEVELOPMENT ADDRESS 2. PRIOR TO THE PRECONSTRUCTION MEETING,THE CONTRACTOR SHALL SUBMIT EXISTING TREE
WITH L3x3x} ANGLES TO THE ENGINEER AND THE CITY OF BOZEMAN,WORKING DRAWINGS, EXISTING SANITARY SEWER MANHOLE
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
PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE SITE DATA ENGINEER. EXISTING WATER VALVE
BOARD AND BATTEN 3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTIUTIES EXISTING LIGHT POLE
SIDING ON STEEL CMU WALLS EXISTING ZONING:B-2 COMMUNITY BUSINSS DISTRICT PROPERTY BOUNDARY LINE
PROPOSED USE: COMMUNITY BUSINESS PRIOR TO THE BEGINNING OF CONSTRUCTION.
BARREL PIN FRAME GATES TO BUILDING SETBACKS: FRONT: PER BLOCK FRONTAGE STANDARDS SURROUNDING PROPERTY LINE
AND LATCH MATCH BUILDING IN DIVISION 38.510 4. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 EASEMENT LINE
4%4" HSS COLUMN EXTERIOR SIDE 8' HOURS PRIOR TO BEGINNING CONSTRUCTION. —X—X—X—EXISTING FENCE
REAR 10' 5. TRENCH BACKFILL SHALL BE TYPE A FOR ALL AREAS TO BE PAVED. EXISTING CURB AND GUTTER
TOP OF AREA OF LOT 7= 1.1548 ACRES or 50,305 SQ FT
ASPHALT / ————————— AREA OF HARDSCAPE= 27,203.5 SQ.FT.or 54.1%of LOT 7 6. SITE WORK TO BE PERFORMED ACCORDING 70 THE RECOMMENDATIONS
OUTLINED IN THE"GEOTECHNICAL INVESTIGATION REPORT"PREPARED BY C&H
AREA OF STRUCTURES= 5,,968.SQ. FT.. 1 35.7 of LOT 7 ENGINEERING,DATED MARCH 2O12. KITCHEN/PRODUCTION AREA
AREA OF OPEN SPACE= 17,968.1 SQ. FT.or 35.79.of LOT 7
�------------ /A�j,C�j AREA OF PUBLIC STREETS=NONE 7. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE Issue Date:f211612019
THICKENED EDGE SLAB ���V PERCENT SITE COVERAGE= 64.3% PROJECT MEETS ALL OSHA REQUIREMENTS AND THAT THE SITE MEETS ALL
FOUNDATION � ESTIMATED TOTAL FLOOR AREA=5,133.4 SQ.FT. APPLICABLE SAFETY REQUIREMENTS FOR HIS EMPLOYEES AND ANY SITE RESTAURANT SEATING AREA
NOTES: FLOOR AREA RATIO= 10.2% INSPECTION WORK PERFORMED BY THE ENGINEER. /
1.THE GARBAGE ENCLOSURE GATES SHOULD BE ATTACHED ON THE OUTSIDE OF THE ENCLOSURE TO ENABLE THE DOORS VEHICLE PARKING SUMMARY 8. PROPOSED GAS,ELECTRICAL AND COMMUNICATION LINE LOCATIONS ARE
PARKING SPACES PROVIDED BASIS FOR AZIMUTHS FROM NORTH: GPS
TO OPEN AND BE SECURED AT LEAST 180 DEGREES. STANDARD =61 SPACES APPROXIMATE.FINAL SERVICE LINE LOCATIONS ARE TO BE COORDINATED OBSERVATIONS ON MODIFIED STATE PLANE
=
2.THE GARBAGE ENCLOSURE GATES SHOULD HAVE A LATCHING MECHANISM TO SECURE THE GATES IN A CLOSED POSITION. HANDICAP 3 SPACES WITH SERVICE PROVIDER AT THE TIME OF APPLICATION FOR SERVICE. GRID. ROTATE AZIMUTHS SHOWN 2'34.22'•
3.THE DUMPSTER ENCLOSURE GATES MUST HAVE BOARD AND BATTEN SIDING TO MATCH THE BUILDING EXTERIOR. 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 cimo
LOWEST POINT OF THE LIGHT EMITTING ELEMENT,SO THAT DIRECT UGHT
EMITTED AMOUN DELIGHTTIZMUST BEONTAL L"DARKS KI SIN COMPUANTEXTERIOR AND AZIMUOTHOSHOWN�RING COMPUTED FROM
TRASH ENCLOSURE DETAIL BUILDI GANE ALL
C1.0 SCALE:NTS
181344