HomeMy WebLinkAboutBROTHERS BBQ - PDP200005 - SUBMITTAL DOCUMENTS - ROUND 1 - SITE, LANDSCAPE & ELEVATIONS PLANSGENERAL NOTES
ALL PROJECT PROCEDURES, ROLES AND RESPONSIBILITIES ARE PER AIA A201 - GENERAL CONDITIONS OF THE
CONTRACT. THESE NOTES HIGHLIGHT CERTAIN ITEMS.
REPAIR ANY DAMAGE TO BUILDING EXTERIOR, DEMISING WALLS, SIDEWALKS, LANDSCAPING AND OTHER
PROPERTY CAUSED DURING CONSTRUCTION.
OBTAIN ALL REQUIRED PERMITS, EXECUTE ALL WORK IN CONFORMANCE WITH THE CODES IN FORCE AND
PROVIDE INSPECTION OF ALL WORK BY THE CITY AND COUNTY OF DENVER BUILDING DEPARTMENT.
IDENTIFY CONFLICTS OR INCONSISTENCIES BETWEEN THE CONTRACT DOCUMENTS AND EXISTING CONDITIONS ON
SITE.
DO NOT SCALE DRAWINGS IN ORDER TO DETERMINE DIMENSIONS. WRITTEN DIMENSIONS GOVERN AND LARGE
SCALE DETAILS GOVERN OVER SMALL SCALE DETAILS. ALL DIMENSIONS SHALL HAVE PREFERENCE OVER SCALE
AND BE FIELD VERIFIED AND COORDINATED WITH WORK OF ALL TRADES. IF NO DIMENSIONS ARE GIVEN OR
DISCREPANCIES FOUND, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR CLARIFICATION BEFORE BIDDING
OR COMMENCING THE WORK.
MAINTAIN COMPLIANCE WITH ALL APPLICABLE CODES, ORDINANCES AND REGULATIONS AS WELL AS THE
DRAWINGS AND SPECIFICATIONS. ANY CODE DEFICIENCIES IN THE DRAWINGS RECOGNIZED BY THE
CONTRACTOR SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION.
DISCREPANCIES BETWEEN DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF
THE OWNER BEFORE BIDDING THE PROJECT OR THE COMMENCEMENT OF WORK. THE OWNER SHALL NOT BE
RESPONSIBLE FOR CHANGES TO THE WORK DUE TO THE FAILURE OF THE CONTRACTOR TO FAMILIARIZE HIMSELF
WITH EXISTING CONDITIONS.
DETAILS ARE INTENDED TO SHOW METHOD AND MANNER OF ACCOMPLISHING WORK. MINOR MODIFICATIONS
MAY BE REQUIRED SUIT JOB DIMENSIONS OR CONDITIONS, ALL INCLUDED AS PART OF THE WORK.
VICINITY MAP LAND RECORD DESCRIPTION
ABBREVIATIONS
DRAWING iNDEX
A003 COVER SHEET & PROJECT INFO
A100 SITE AND LANDSCAPE NOTES /
LANDSCAPE DETAILS
A101 EXISTING SITE PLAN/ SITE DEMO PLAN
A102 SITE GRADING PLAN
A103 SITE DEVELOPMENT PLAN AND
LANDSCAPE PLAN
A104 TRAFFIC LINE OF SIGHT PLAN
A105 LARIMER COUNTY URBAN AREA
& A106 STREET STANDARDS (LCUASS) -
SELECTED DETAILS
A200 EXISTING PLAN/DEMO PLAN
A201 DIMENSION PLAN
A202 FINISH AND FURNITURE PLAN
A203 EQUIPMENT PLAN
A204 REFLECTED CEILING PLAN
A205 ROOF PLAN
A301 EXISTING AND PROPOSED FRONT
EAST EXTERIOR ELEVATION
A302 NORTH, WEST, AND SOUTH
EXTERIOR ELEVATIONS
A401 CONSTRUCTION DETAILS
A402 STOREFRONT WINDOW DETAILS
A501 ENVELOPE ENERGY EFFICIENCY
'COMCHECK'
M-001 TO
M-207 MECHANICAL ENGINEERING
P-001 TO
P-201 PLUMBING ENGINEERING
E1 TO E5 ELECTRICAL ENGINEERING
S101 &
S102 STRUCTURAL ENGINEERING
GRAPHIC SYMBOLS
WINDOW DESIGNATION
1. PLANT QUALITY: ALL PLANT MATERIAL SHALL BE A-GRADE OR NO. 1 GRADE
- FREE OF ANY DEFECTS, OF NORMAL HEALTH, HEIGHT, LEAF DENSITY AND
SPREAD APPROPRIATE TO THE SPECIES AS DEFINED BY THE AMERICAN
ASSOCIATION OF NURSERYMEN (AAN) STANDARDS. ALL TREES SHALL BE
BALL AND BURLAP OR EQUIVALENT.
2. IRRIGATION: ALL LANDSCAPE AREAS WITHIN THE SITE INCLUDING TURF,
SHRUB BEDS AND TREE AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC
IRRIGATION SYSTEM. THE IRRIGATION PLAN MUST BE REVIEWED AND
APPROVED BY THE CITY OF FORT COLLINS WATER UTILITIES DEPARTMENT
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL TURF AREAS SHALL
BE IRRIGATED WITH AN AUTOMATIC POP-UP IRRIGATION SYSTEM. ALL
SHRUB BEDS AND TREES, INCLUDING IN NATIVE SEED AREAS, SHALL BE
IRRIGATED WITH AN AUTOMATIC DRIP (TRICKLE) IRRIGATION SYSTEM, OR
WITH AN ACCEPTABLE ALTERNATIVE APPROVED BY THE CITY WITH THE
IRRIGATION PLANS. THE IRRIGATION SYSTEM SHALL BE ADJUSTED TO
MEET THE WATER REQUIREMENTS OF THE INDIVIDUAL PLANT MATERIAL.
IRRIGATION SYSTEMS TO BE TURNED OVER TO THE CITY PARKS
DEPARTMENT FOR MAINTENANCE MUST BE APPROVED BY THE PARKS
MANAGER AND MEET PARKS IRRIGATION STANDARDS. DESIGN REVIEW
SHALL OCCUR DURING UTILITIES DEPARTMENT IRRIGATION REVIEW PRIOR
TO THE ISSUANCE OF A BUILDING PERMIT AND CONSTRUCTION
OBSERVATION AND INSPECTION BY PARKS SHALL BE INCORPORATED INTO
THE CONSTRUCTION PROCESS.
3. TOPSOIL: TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS REMOVED
DURING CONSTRUCTION ACTIVITY SHALL BE CONSERVED FOR LATER USE
ON AREAS REQUIRING REVEGETATION AND LANDSCAPING.
4. SOIL AMENDMENTS: SOIL AMENDMENTS SHALL BE PROVIDED AND
DOCUMENTED IN ACCORDANCE WITH CITY CODE SECTION 12-132. THE SOIL
IN ALL LANDSCAPE AREAS, INCLUDING PARKWAYS AND MEDIANS, SHALL BE
THOUGHLY LOOSENED TO A DEPTH OF NOT LESS THAN EIGHT(8) INCHES
AND SOIL AMENDMENT SHALL BE THOROUGHLY INCORPORATED INTO THE
SOIL OF ALL LANDSCAPE AREAS TO A DEPTH OF AT LEAST SIX(6) INCHES BY
TILLING, DISCING OR OTHER SUITABLE METHOD, AT A RATE OF AT LEAST
THREE (3) CUBIC YARDS OF SOIL AMENDMENT PER ONE THOUSAND (1,000)
SQUARE FEET OF LANDSCAPE AREA. PRIOR TO THE ISSUANCE OF ANY
CERTIFICATE OF OCCUPANCY, A WRITTEN CERTIFICATION MUST BE
SUBMITTED TO THE CITY THAT ALL PLANTED AREAS, OR AREAS TO BE
PLANTED, HAVE BEEN THOROUGHLY LOOSENED AND THE SOIL AMENDED,
CONSISTENT WITH THE REQUIREMENTS SET FORTH IN SECTION 12-132.
5. INSTALLATION AND GUARANTEE: ALL LANDSCAPING SHALL BE INSTALLED
ACCORDING TO SOUND HORTICULTURAL PRACTICES IN A MANNER
DESIGNED TO ENCOURAGE QUICK ESTABLISHMENT AND HEALTHY
GROWTH. ALL LANDSCAPING FOR EACH PHASE MUST BE EITHER
INSTALLED OR THE INSTALLATION MUST BE SECURED WITH AN
IRREVOCABLE LETTER OF CREDIT, PERFORMANCE BOND, OR ESCROW
ACCOUNT FOR 125% OF THE VALUATION OF THE MATERIALS AND LABOR
PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR ANY BUILDING
IN SUCH PHASE.
6. MAINTENANCE: TREES AND VEGETATION, IRRIGATION SYSTEMS, FENCES,
WALLS AND OTHER LANDSCAPE ELEMENTS WITH THESE FINAL PLANS
SHALL BE CONSIDERED AS ELEMENTS OF THE PROJECT IN THE SAME
MANNER AS PARKING, BUILDING MATERIALS AND OTHER SITE DETAILS. THE
APPLICANT, LANDOWNER OR SUCCESSORS IN INTEREST SHALL BE JOINTLY
AND SEVERALLY RESPONSIBLE FOR THE REGULAR MAINTENANCE OF ALL
LANDSCAPING ELEMENTS IN GOOD CONDITION. ALL LANDSCAPING SHALL
BE MAINTAINED FREE FROM DISEASE, PESTS, WEEDS AND LITTER, AND ALL
LANDSCAPE STRUCTURES SUCH AS FENCES AND WALLS SHALL BE
REPAIRED AND REPLACED PERIODICALLY TO MAINTAIN A STRUCTURALLY
SOUND CONDITION.
7. REPLACEMENT: ANY LANDSCAPE ELEMENT THAT DIES, OR IS OTHERWISE
FOUND MONUMENT
VAULT (UNKNOWN TYPE)
MANHOLE (UNKNOWN TYPE)
LEGEND
WATER MANHOLE
ELECTRICAL BOX
SIGN
(M) MEASURED
(P) PLATTED
BOLLARD
LIGHT POLE
CLEANOUT
LOCATION OF HEIGHT
MEASUREMENT
ELECTRIC POLE
GUY WIRE ANCHOR
GAS METER
FIRE HYDRANT
RISER
ELECTRIC METER
(D) DEEDED
WATER VALVE
STORM MANHOLE
SANITARY MANHOLE
STORM GRATE
(C) CALCULATED
WATER METER
ELECTRIC VAULT
SIGNAL POLE
LOW CONC. PLANTER
PLANTER
WALL
EXTG METAL
MONUMENT SIGN
PROPERTY AREA:
17,208 SQUARE FEET, 0.395 ACRES
HOUSE/BUILDING
FENCE
PROPERTY LINE
E OVERHEAD POWER LINE
E
E E
E
E E
E
E E E E E
EXISTING SITE PLAN/SITE DEMO PLAN
SCALE: 1/10" = 1'-0"
N 1
0' 5' 10' 20'
127'-11
1
2"
EXTG RAMP
EXTG ELEC.
METER (V.I.F.)
EXTG 1-1/4" GAS
SERVICE (V.I.F.)
DEMO
WOOD
FOUND MONUMENT
VAULT (UNKNOWN TYPE)
MANHOLE (UNKNOWN TYPE)
LEGEND
WATER MANHOLE
ELECTRICAL BOX
SIGN
(M) MEASURED
(P) PLATTED
BOLLARD
LIGHT POLE
CLEANOUT
LOCATION OF HEIGHT
MEASUREMENT
ELECTRIC POLE
GUY WIRE ANCHOR
GAS METER
FIRE HYDRANT
RISER
ELECTRIC METER
(D) DEEDED
WATER VALVE
STORM MANHOLE
SANITARY MANHOLE
STORM GRATE
(C) CALCULATED
WATER METER
ELECTRIC VAULT
SIGNAL POLE
EXTG CONC.
PLANTER (166 SF
PERVIOUS AREA)
LOW CONC.
PLANTER
WALL
EXTG METAL
MONUMENT SIGN
HOUSE/BUILDING
FENCE
PROPERTY LINE
E E E E E OVERHEAD POWER LINE
E
E E
E
E E
E
E
SITE GRADING PLAN
SCALE: 1/10" = 1'-0"
N 1
0' 5' 10' 20'
32'-31
2"
(NEW CURB @ EXISTING PUBLIC RIGHT OF WAY ACCESS)
28'-2"
(EXISTING CURB)
24'-0"
(EXISTING PUBLIC RIGHT OF WAY ACCESS)
SERVICE AREA
(NO PARKING)
EXTG CONC.
PLANTER
LOW CONC.
PLANTER
WALL
EXTG METAL
MONUMENT SIGN
PROPERTY AREA:
17,208 SQUARE FEET, 0.395 ACRES SITE PLAN & LANDSCAPE PLAN
SCALE: 1/10" = 1'-0"
N 1
0' 5' 10' 20'
32'-31
2"
(NEW CURB @ EXISTING PUBLIC RIGHT OF WAY ACCESS)
28'-2"
(EXISTING CURB)
24'-0"
(EXISTING PUBLIC RIGHT OF WAY ACCESS)
SERVICE AREA
(NO PARKING)
34'-31
2"
24'-10 (NEW CURB @ EXISTING PUBLIC RIGHT OF WAY ACCESS)
3
4"
26'-0"
(EXISTING PUBLIC RIGHT OF WAY ACCESS)
15'-83
4"
(NEW CURB @ EXISTING
PUBLIC RIGHT OF WAY ACCESS)
EXTG COMPRESSED
AIR DISPENSER (V.I.F.)
NEW
DOORS
19'-0" 25'-0"
8'X8' CMU
TRASH
ENCLOSURE
RE: 4/A100
(2) 9' X 18'
PARKING
SPACES
(9) 9' X 18'
PARKING
SPACES
(8) 9' X 18'
PARKING
SPACES
37'-11
4"
44'-1
1
4"
10'-31
2" 64'-7
1
2"
127'-11"
TRAFFIC LINE OF SITE PLAN
SCALE: 1/30" = 1'-0"
N 1
0' 15' 30' 60'
10'-0"
SIDEWALK
W. MULBERRY STREET
(35 M.P.H. SPEED LIMIT)
S. TAFT HILL ROAD
(35 M.P.H. SPEED LIMIT)
CORNER INTERSECTION SIGHT DISTANCE
LINE-OF-SIGHT
EDGE OF PAVEMENT
PROPERTY LINE
OBSTRUCTION
DESIGN SPEED
(MPH)
55
50
40
45
30
25
20
35
CORNER INTERSECTION
SIGHT DISTANCE (FT.)*
310
260
210
830
660
520
1240
1030
**
**
**
D=13'
Corner sight distance measured from a point on the minor road at 13 feet back from the
edge of the major road pavement (flowline) and measured from a height of eye at 3.50 feet
on the minor road to a height of object at 4.25 feet on the major road.
At Local-Local street intersections only, the "D" distance shall be ten feet (10') and the
sight distance shall be measured to the centerline of the street.
For private driveway access to a public street, use 10 feet back from flowline (or shoulder
for gravel roads).
*
**
***
SIGHT DISTANCE AT INTERSECTIONS
Line Of Sight must be within R.O.W. or sight distance easement.
NOTE:
CURB
CURB
D
(Unsignalized)
(Vehicle Path)
15
MAJOR STREET
MINOR STREET
Sheet Number:
A105
Description Date
2020/05/27
BROTHERS BBQ
FORT COLLINS
NATHAN HALL
ARCHITECTURE, LLC
nathanwhall@outlook.com
501 S Taft Hill Rd
Fort Collins, CO 80521
PROJECT
DEVELOPMENT
PLAN
Sheet Number:
A106
Description Date
2020/05/27
BROTHERS BBQ
FORT COLLINS
NATHAN HALL
ARCHITECTURE, LLC
nathanwhall@outlook.com
501 S Taft Hill Rd
Fort Collins, CO 80521
PROJECT
DEVELOPMENT
PLAN
DEMO SHEET METAL MARQUEE ABOVE;
INSPECT EXTG OVERHANG STRUCTURE AND
REPAIR AS NEEDED AT DIRECTION OF
STRUCTURAL ENGINEER
SCALE: 1/4" = 1'-0"
0'
N
EXISTING PLAN/ DEMO PLAN
2' 4' 8'
1
DEMO EXTG
BEVERAGE
COOLER
DEMO CMU
WALL/NEW
HEADER
ABOVE RE:
STRUCTURAL
DEMO CMU WALL FOR
NEW COUNTER
DEMO EXTG
DRYWALL
PARTITION
DEMO CMU
WALL/NEW
HEADER
ABOVE RE:
STRUCTURAL
EXISTING CONCRETE BLOCK WALL
WALL LEGEND
EXISTING WOOD STUD WALL
DEMOI WALL
DEMO CMU
WALL/NEW
HEADER
ABOVE RE:
STRUCTURAL
CEILING @ 9'-5 3
4" A.F.F.
CEILING @ 12'-10" A.F.F.
CEILING @ 12'-61
2" A.F.F.
EXTG HEADER
ABOVE
EXTG HEADER
ABOVE
DEMO KNEE WALL & PREP FOR NEW
STOREFRONT WINDOW SYSTEM RE:
FLOOR PLAN
DEMO WALL;
PROVIDE HEADER PER STRUCTURAL;
AND PREP FOR NEW 10'X10'
STOREFRONT WINDOW SYSTEM RE:
FLOOR PLAN
DEMO WALL;
PROVIDE HEADER PER STRUCTURAL;
AND PREP FOR NEW 10'X10'
STOREFRONT WINDOW AND DOOR
SYSTEM RE: FLOOR PLAN
EXTG RAMP
VESTIBULE
108
DINING ROOM
101
FOOD SERVICE AREA
102
STORAGE
103
FOOD COUNTER
104
KITCHEN
110
PREP AREA
105
STORAGE
112
59 SQ. FT.
46 SQ. FT.
72 SQ. FT.
37 SQ. FT.
53 SQ. FT.
53 SQ. FT.
473 SQ. FT.
335 SQ. FT.
38 SQ. FT.
MENS R.R.
107
WOMENS R.R.
109
MECH. /UTILITY
106
4'-91
2"
FRONT DINING PATIO
114
13'-4"
6'-01
4"
9'-5
1
7'-3 4"
1
11'-7 2"
1
4"
26'-31
2"
17'-2
3
4"
15'-7 16'-0" 7'-6"
1
2"
31'-6"
29'-33
4"
15'-7
1
4"
16'-0"
VESTIBULE
108
DINING ROOM
101
FOOD SERVICE AREA
102
STORAGE
103
FOOD COUNTER
104
KITCHEN
110
PREP AREA
105
STORAGE
112
59 SQ. FT.
46 SQ. FT.
72 SQ. FT.
37 SQ. FT.
53 SQ. FT.
53 SQ. FT.
473 SQ. FT.
335 SQ. FT.
38 SQ. FT.
MENS R.R.
107
WOMENS R.R.
109
MECH. /UTILITY
106
FRONT DINING PATIO
114
SCALE: 1/4" = 1'-0"
0'
N
FINISH AND FURNITURE PLAN
2' 4' 8'
1
EXTENT OF EXTG
CONCRETE
CURB
EXTG
DOORS
EXTG
DOOR
INFILL
EXTG
DOOR
NEW DOOR
IN EXTG
OPENING
EXTG OVERHEAD
DOOR
INFILL EXTG
OVERHEAD
DOOR
EXISTING CONCRETE BLOCK WALL
NEW INTERIOR METAL STUD PARTITION
NEW EXTERIOR WALL FURRING AND INSULATION
VESTIBULE
108
DINING ROOM
101
FOOD SERVICE AREA
102
STORAGE
103
FOOD COUNTER
104
KITCHEN
110
PREP AREA
105
STORAGE
112
59 SQ. FT.
46 SQ. FT.
72 SQ. FT.
37 SQ. FT.
53 SQ. FT.
53 SQ. FT.
473 SQ. FT.
335 SQ. FT.
38 SQ. FT.
MENS R.R.
107
WOMENS R.R.
109
MECH. /UTILITY
106
FRONT DINING PATIO
114
EXISTING CONCRETE BLOCK WALL
NEW INTERIOR METAL STUD PARTITION
NEW EXTERIOR WALL FURRING AND INSULATION
WALL LEGEND
EXISTING WOOD STUD WALL
60" PASS SHELF
DISHWASHING
SODA
DISPENSER
POS
TERMINAL
WALK-IN COOLER
111
SMOKER
PREP SINK
UTILITY
SHELF
ABOVE
SMOKER
Gas
Fryer
Charbroiler, Gas,
Countertop
Gas
Countertop
Griddle
125 SQ. FT.
CEILING @ 9'-5 3
4" A.F.F.
VESTIBULE
108
CEILING @ 12'-10" A.F.F.
DINING ROOM
101
FOOD SERVICE AREA
102
STORAGE
103
FOOD COUNTER
104
KITCHEN
110
PREP AREA
105
STORAGE
112
KITCHEN CEILING @ 9'-0" A.F.F.
UNDERSIDE ROOF @ 12'-61
2" A.F.F.
59 SQ. FT.
46 SQ. FT.
72 SQ. FT.
37 SQ. FT.
53 SQ. FT.
53 SQ. FT.
473 SQ. FT.
335 SQ. FT.
38 SQ. FT.
MENS R.R.
107
WOMENS R.R.
109
MECH. /UTILITY
106
FRONT DINING PATIO
114
EXISTING CONCRETE BLOCK WALL
NEW INTERIOR METAL STUD PARTITION
NEW EXTERIOR WALL FURRING AND INSULATION
WALL LEGEND
EXISTING WOOD STUD WALL
WALK-IN COOLER
111
125 SQ. FT.
DINING PATIO
113
141 SQ. FT.
426 SQ. FT.
HOOD SYSTEM
RE: EQUIP PLAN
EXTG HEADER
EXTG HEADER
NEW HEADER
OVER COUNTER
RE: STRUCTURAL
HEADERS &
OPENINGS
SCALE: 1/4" = 1'-0"
0'
N
ROOF PLAN
2' 4' 8'
1
V.I.F. EXTG SLOPE IS EQUAL OR
GREATER THAN 1/4" PER FOOT; ADD
ADDITIONAL SLOPE IF NEEDED
V.I.F. EXTG SLOPE IS EQUAL OR
GREATER THAN 1/4" PER FOOT; ADD
ADDITIONAL SLOPE IF NEEDED
ROOF TOP
HEATING AND
COOLING UNIT
(RTU-2) RE: MEP
DRAWINGS
ROOF TOP
HEATING AND
COOLING UNIT
(RTU-1) RE: MEP
DRAWINGS
ROOF TOP
MAKE-UP AIR
UNIT (MAU-1)
RE: MEP
DRAWINGS
PAINT EXTG
DOWN SPOUT &
GUTTER WHITE TO
MATCH BLDG
PAINT EXTG
DOWN SPOUT &
GUTTER WHITE TO
MATCH BLDG
PAINT EXTG
DOWN SPOUT &
GUTTER WHITE TO
MATCH BLDG
PAINT EXTG
DOWN SPOUT &
GUTTER WHITE TO
MATCH BLDG
1
A401
Sheet Number:
A205
Description Date
2020/05/27
BROTHERS BBQ
FORT COLLINS
NATHAN HALL
ARCHITECTURE, LLC
nathanwhall@outlook.com
501 S Taft Hill Rd
Fort Collins, CO 80521
PROJECT
DEVELOPMENT
PLAN
SCALE: 1/4" = 1'-0"
0'
PROPOSED EAST (FRONT) ELEVATION
2' 4' 8'
1
INFILL EXTG
DOOR; CMU
PAINTED WHITE
CHARCOAL COLOR FASCIA
TO COVER EXTG ROOF FRAMING
AND NEW ROOF DECK INSULATION
CMU
PAINTED
WHITE
NEW
STOREFRONT
WINDOW
SYSTEM
BROTHERS
OUTDOOR
DINING
COUNTER
OUTDOOR
DINING PATIO
CHARCOAL
COMPOSITE
WD FENCE @
DINING PATIO
INSPECT CONDITION OF EXTG
STOREFRONT WINDOW AND
DOOR SYSTEM AT ENTRY;
CONFIRM REPLACEMENT WITH
OWENER
NEW SIGNS:
"BROTHERS" 2 EAST ELEVATION;
"BBQ' @ NORTH ELEVATION
7'-2" V.I.F.
7'-0" V.I.F.
5'-10" V.I.F. 1'-4" V.I.F.
3'-9 6'-0" V.I.F.
1
2" V.I.F.
16'-91
2"
8'-0" V.I.F.
1'-8"
10'-0" V.I.F.
3'-0" 3'-4" 3'-0"
9'-4" V.I.F.
1'-8" 1'-8" 1'-8" 1'-8"
4'-0" V.I.F.
3'-3" V.I.F.
W2
W3
W5
NEW
STOREFRONT
WINDOW
SYSTEM
1'-8"
SCALE: 1/4" = 1'-0"
0'
PROPOSED NORTH ELEVATION
2' 4' 8'
1
CHARCOAL COLOR FASCIA
TO COVER EXTG ROOF FRAMING
AND NEW ROOF DECK INSULATION
CMU
PAINTED
WHITE
BBQ
OUTDOOR
DINING
COUNTER
INSPECT CONDITION OF EXTG
STOREFRONT WINDOWS;
CONFIRM REPLACEMENT WITH
OWENER
NEW SIGNS:
"BROTHERS" 2 EAST ELEVATION;
"BBQ' @ NORTH ELEVATION
EXTG DOOR
TO REMAIN
EXTG
OVERHEAD
DOOR TO
REMAIN
MIN. 1/4" PER FOOT SLOPE
CMU
PAINTED
WHITE
7'-2" V.I.F.
13'-11" V.I.F.
5'-10" V.I.F. 1'-4" V.I.F.
W1
9'-4" V.I.F.
SCALE: 1/4" = 1'-0"
0'
PROPOSED WEST (BACK) ELEVATION
2' 4' 8'
2
OUTDOOR
DINING PATIO
CHARCOAL
COMPOSITE
WD FENCE @
DINING PATIO
EXTG
DOWNSPOUT
EXTG
DOWNSPOUT
CHARCOAL COLOR FASCIA
TO COVER EXTG ROOF FRAMING
AND NEW ROOF DECK INSULATION
EXTG
DOWNSPOUT
EXTG
DOWNSPOUT
EXTG GUTTER
· REMOVE EXTG GAS STATION ROOF SHEET METAL MARQUEE PANELS FROM FACADE; INSPECT CONDITION OF EXTG ROOF
OVERHANG STRUCTURE AND REPAIR AS NEEDED PER STRUCTURAL ENGINEERING
· PROVIDE CHARCOAL GRAY METAL FASCIA AT ROOF OVERHANGS TO COVER ROOFING MEMBRANE; NEW ROOF DECK
INSULATION , AND ROOF OVERHANG STRUCTURE
· PROVIDE SMOOTH CEMENT BOARD SOFFIT ON UNDERSIDE OF ALL ROOF OVERHANGS
· INSPECT ALL CMU WALLS (INCLUDING PORTIONS BEHIND DEMO'D MARQUEE) AND REPAIR/PATCH AS NEEDED TO ACHEIVE A
SMOOTH, UNIFORM FINISH ON WHICH TO APPLY NEW PAINT
· NEW PAINT TO INCLUDE PRIMER AND TWO FINISH COATS - WALLS PAINTED WHITE; TRIM PAINTED CHARCOAL GRAY
· PROVIDE NEW "BROTHERS BBQ" SIGN ON ROOF MATCHING CHARACTER OF HISTORIC "FRONTIER GAS" STATION
· (SEE BUILDING ELEVATIONS)
EXTERIOR WALLS AND ROOF OVERHANG RESTORATION NOTES:
POLYISOCYANURATE TAPERED ROOF INSULATION (1/4"/FOOT MIN.
SLOPE) MECH FASTEN TO EXTG ROOF DECK
R-VALUE PER INCH: R-6.5
AVERAGE THICKNESS: 5"
TOTAL ROOF R-VALUE: 32.5
CANT
INSTALL MEMBRANE ABOVE NAIL BASE: 60 MIL TPO FULLY
ADHERED ROOFING MEMBRANE PER MANUF.
SPECIFICATIONS
1/4" PER FOOT SLOPE MIN.
PROVIDE 2-1/2"STUD FURRING SPACED 1" AWAY FROM EXTG EXTERIOR MASONRY
WALLS; MINIMUM 20 GAUGE METAL STUDS (OR HEAVIER GAUGE AS PER
APPROPRIATE FOR LISTED HEIGHT OF WALL) PROVIDE FURRING STUDS AT 24” ON
CENTER (OR PER MANUFACTURER'S RECOMMENDATION AND APPLICABLE LOCAL
CODES FOR HEIGHT OF WALL)
PROVIDE ONE (1) LAYER 5/8” DRYWALL, TAPED AND FINISH ONE (1) SIDE TO A
LEVEL FOUR (4) FINISH.
iNSULATION: PROVIDE CLOSED CELL SPRAY FOAM INSULATION BETWEEN STUDS
(R16); PROVIDE 1" RIGID INSULATION BETWEEN EXTG EXTERIOR WALL AND METAL
STUDS (R5);
TOTAL EXTERIOR WALL R VALUE: 21
LOWER ROOF FASCIA EXTENDS LENGTH OF BUILDING FRONT
EXTG 2X8 ROOF STRUCTURE (V.I.F.)
8" 4
1
8"
EXTG FASCIA STRUCTURE; INSPECT AND REPAIR AS NEEDED IN
PREP AS NEEDED FOR NEW CHARCOAL FASCIA
21
2"
1'-10"
EXTG 8" CMU
SCALE: 1" = 1'-0"
0'
EXTERIOR WALL AND ROOFING DETAIL
6" 1' 2'
1
20 GA METAL
FASCIA PAINTED
CHARCOAL
20 GA METAL
FASCIA PAINTED
CHARCOAL
SMOOTH CEMENT
BD SOFFIT
SMOOTH CEMENT
BD SOFFIT
1/2" PLYWOOD
INSPECT AND REPAIR EXTG ROOF DECK AS NEEDED
2"
4 1/2"
TU24442
OPTIONAL: P2445, 6" LG AT ANCHOR LOCATION
(P4543 PVC CLOSURE BETWEEN ANCHOR
PLATES)
2"
4 1/2"
2"
4 1/2"
1/2"
1 7/8" 2"
4 1/2"
3"
4 1/2"
2"
P1132
2"
4 1/2"
4 1/2"
2"
3/8"
4 1/2"
2"
4 1/2"
2"
4 1/2"
4 1/2"
2"
4 1/2"
1/8"
2"
1/2"
4 1/2"
1/8"
2"
1/2"
4 1/2"
2"
2 1/2"
1/2"
6 1/2"
4 1/2"
1/8"
2"
1/2"
4 1/2"
P2445, 6" LG
AT ANCHOR LOCATION
4 1/2" 4 1/2" 4 1/2" 4 1/2"
1/4"
4 1/4"
4 1/2"
1 1/8"
2 1/16"
1/8"
4 1/2" 4 1/2"
4 1/2"
4 1/2"
4 1/2"
Sheet Number:
A501
Description Date
2020/05/27
BROTHERS BBQ
FORT COLLINS
NATHAN HALL
ARCHITECTURE, LLC
nathanwhall@outlook.com
501 S Taft Hill Rd
Fort Collins, CO 80521
PROJECT
DEVELOPMENT
PLAN
14°"
T14246
P2728
P1221
T14118 T14247
P2728
T14119
P2728
T14118
1" 1"
1"
TU24441
P2728
P2728
P2728
P2728
P2728
P2728
P2728
P2728
4 1/2"
3/16"
1/16"
4 1/2"
3/16"
1/16"
4 1/2"
3/16"
1/16" 2" 1/16"
4 1/2"
4 1/2"
4 1/2"
2"
4 1/2"
3/16"
T14118
A624040
E6221
P2728
A624040
REFER TO ENTRANCE DOOR
DETAILS FOR INSERTION
OF DESIRED DOOR MEMBER TO
COMPLETE THIS DETAIL
REFER TO ENTRANCE DOOR
DETAILS FOR INSERTION
OF DESIRED DOOR MEMBER TO
COMPLETE THIS DETAIL
REFER TO ENTRANCE DOOR
DETAILS FOR INSERTION
OF DESIRED DOOR MEMBER TO
COMPLETE THIS DETAIL
REFER TO ENTRANCE DOOR
DETAILS FOR INSERTION
OF DESIRED DOOR MEMBER TO
COMPLETE THIS DETAIL
REFER TO ENTRANCE DOOR
DETAILS FOR INSERTION
OF DESIRED DOOR MEMBER TO
COMPLETE THIS DETAIL
CORNER & WIDE PROFILE OPTIONS
NOTE: ABOVE OPTIONS ONLY AVAILABLE AS SINGLE POUR & DEBRIDGE
INSIDE GLAZED
OUTSIDE GLAZED
INSIDE & OUTSIDE GLAZED
DOOR DETAILS
4 1/2"
1/2"
2"
4 1/2"
1/2"
2"
TU24441
4 1/2"
2"
2 1/2"
1/2"
6 1/2"
MOD P1132
MOD P1132
1
HEAD
STANDARD
4 1/2"
2" 2"
2"
REFER TO ENTRANCE DOOR
DETAILS FOR INSERTION
OF DESIRED DOOR MEMBER TO
COMPLETE THIS DETAIL
A624040
14
HEAD
STANDARD
1B
HEAD
OPTIONAL
1C
HEAD
OPTIONAL
13
CURVABLE
HEAD
OPTIONAL
2
HORIZONTAL
STANDARD
16
HORIZONTAL
ABOVE TRANSOM
STANDARD
2A
HORIZONTAL
OPTIONAL
3
SILL
STANDARD
3A
SILL
OPTIONAL
3B
SILL
OPTIONAL
3C
SILL
OPTIONAL
1
HEAD
STANDARD
2
HORIZONTAL
STANDARD
3
SILL
STANDARD
3A
SILL
OPTIONAL
3B
SILL
OPTIONAL
4
DOOR JAMB
STANDARD
7
JAMB
STANDARD
6A
HD VERTICAL
OPTIONAL
6
VERTICAL
STANDARD
6B
VERTICAL
OPTIONAL
6C
VERTICAL
OPTIONAL
8
TRANSOM
JAMB
OPTIONAL
5
90° CORNER
STANDARD
6D
VERTICAL
OPTIONAL
6E
3-WAY
CORNER
OPTIONAL
15
ROTATIONAL MULLION
OPTIONAL
10
DOOR JAMB
STANDARD
9
DOOR
HEADER
STANDARD
11
DOOR JAMB WITH
SIDELITE STANDARD
11A
DOOR JAMB
WITH SIDELITE
OPTIONAL
12
INTERMEDIATE
DOOR JAMB
P2433 OPTIONAL
SHEAR CLIP
S286 (2), S009 (4)
P4543
P1152
OPTIONAL SHEAR CLIP
A624344
P1675
OPTIONAL SHEAR CLIP
E14104
TU24032
TU24441
TU24329
TU24441
P2511
E24339
P2433 OPTIONAL
SHEAR CLIP
S286 (2), S009 (4)
E14289
P2183
P1707
P1709
E14288
P289 AS REQ'D
P2728
TU24143
P2434 (MOD)
OPTIONAL SHEAR CLIP
S009 (3), S191 (2)
P1132
E14104
P2434 (MOD)
OPTIONAL SHEAR CLIP
S009 (3), S191 (2)
TU24143
P2400
E14104
P2728
TU24240
P1132
P2434 (MOD)
OPTIONAL SHEAR CLIP
S009 (3), S191 (2)
E14104
TU24047
A244040
P2728
P1132
E14104
TU24240
CONTINUOUS
SILICONE SEAL
WEEP
HOLE
P2434 (MOD)
OPTIONAL SHEAR CLIP
S009 (3), S191 (2)
TU24259
P2728
P1132
E14104
TU24240
CONTINUOUS
SILICONE SEAL
WEEP
HOLE
P2434 (MOD)
OPTIONAL SHEAR CLIP
S009 (3), S191 (2)
TU24259
P6599
P2728
P1132
E14104
TU24143
CONTINUOUS
SILICONE SEAL
WEEP
HOLE
P2434 (MOD)
OPTIONAL SHEAR CLIP
S009 (3), S191 (2)
TU24259
P2728
P1132
CONTINUOUS
SILICONE SEAL
WEEP
HOLE
TU24259
P2434 (MOD)
OPTIONAL SHEAR CLIP
S009 (3), S191 (2)
TU24441
P2433 OPTIONAL
SHEAR CLIP
S286 (2), S009 (4)
TU24248
400 SERIES 3/4" DEEP
SNAP COVERS, OR SUB
BRAKE METAL SHEET FOR
ALTERNATE HEIGHT
TU24240
E14104
TU24240
P2434 (MOD)
OPTIONAL SHEAR CLIP
S009 (3), S191 (2)
P2728
P2434 (MOD)
OPTIONAL SHEAR CLIP
S009 (3), S191 (2)
E14104
TU24143
P2400
P2728
TU24240
CONTINUOUS
SILICONE SEAL
WEEP
HOLE
P2434 (MOD)
OPTIONAL SHEAR CLIP
S009 (3), S191 (2)
TU24259
TU24441
MOD P1132
P2728
TU24240
CONTINUOUS
SILICONE SEAL
WEEP
HOLE
P2434 (MOD)
OPTIONAL SHEAR CLIP
S009 (3), S191 (2)
TU24259
P6599
P2728
CONTINUOUS
SILICONE SEAL
WEEP
HOLE
TU24259
P2434 (MOD)
OPTIONAL SHEAR CLIP
S009 (3), S191 (2)
TU24240
P2433 OPTIONAL
SHEAR CLIP
S286 (2), S009 (4)
TU24248
400 SERIES 3/4" DEEP
SNAP COVERS, OR SUB
BRAKE METAL SHEET FOR
ALTERNATE HEIGHT
TU24240
TU24441
A244040
P2728
2" 2" 2"
2 1/4" 2 5/8" 2" 2"
A244040
P2728
TU24435
A244040
P2728
TU24243
P1437
SHIM REQUIRED (NBT)
TYP SIZE 1/16" X 1-1/4"
TU24336 TU24346
P1221
P2728
TU24441
P2728 P2728
A624142
E6221
P2728
P946
A624142
P2728
A624142
A244040
A624545
E6224
P6296
E6224
P6296
E6224
P6296
E6224
P6296
E6224
P6296
REFER TO SUNSHADE DETAILS
FOR INSERTION OF DESIRED
SUNSHADE TO COMPLETE THIS
DETAIL
NOTE: SINGLE POUR &
DEBRIDGE ONLY
P2728
6D
SUNSHADE VERTICAL
OPTIONAL
4 1/2"
2"
TU24442
OPTIONAL: P2445, 6" LG AT ANCHOR LOCATION
(P4543 PVC CLOSURE BETWEEN ANCHOR
PLATES)
TU24442
OPTIONAL: P2445, 6" LG AT
ANCHOR LOCATION
(P4543 PVC CLOSURE
BETWEEN ANCHOR PLATES)
TU24442
OPTIONAL: P2445, 6" LG AT ANCHOR LOCATION
(P4543 PVC CLOSURE BETWEEN ANCHOR
PLATES)
P2728 P2728
4 1/2"
3/16"
1/16"
REFER TO ENTRANCE DOOR
DETAILS FOR INSERTION
OF DESIRED DOOR MEMBER TO
COMPLETE THIS DETAIL
2"
A624040
A245050
E6224
P6296
10
9
4
14
8
11
5
6
15
3
2
1
13
7
12
11B
DOOR JAMB
WITH SIDELITE
OPTIONAL
TU24249
E0992
3/8"
3/8"
3/8"
1/4"
1/4"
1/4"
1/4"
1/4"
1/4"
1/4"
1/4"
1/4" 1/4"
1/4"
P2433 OPTIONAL
SHEAR CLIP
S286 (2), S009 (4)
16
T14118
P2728
T14118
P2455
P2455
P2455
P2455
ACCESS HOLE FOR ANCHORING
P2455
P2455
P2455
· CONTRACTOR TO PROVIDE TUBELITE TU24000
SERIES THERMAL STOREFRONT WINDOW AND
DOOR SYSTEM
· ALTERNATE SYSTEMS (E.G., OLDCASTLE,
KALWNEER, EFCO) WILL BE ACCEPTED WHERE
ENERGY PERFORMANCE IS EQUAL OR BETTER
· MINIMUM U-VALUE: 0.38
· MINIMUM SHGC: 0.38
NOTES:
SCALE: 3" = 1'-0"
0'
STOREFRONT WINDOW AND DOOR SETAILS
3" 6' 1'
1
Sheet Number:
A402
Description Date
2020/05/27
BROTHERS BBQ
FORT COLLINS
NATHAN HALL
ARCHITECTURE, LLC
nathanwhall@outlook.com
501 S Taft Hill Rd
Fort Collins, CO 80521
PROJECT
DEVELOPMENT
PLAN
32" HT. CMU LOW PAINTED WALL TO
MATCH BUILDING
22" TALL x 12" DIA. CONC. PEDESTAL
STOOL
18" SEALED AND STAINED CONC. COUNTER 2"
THICK W/ 4" LIP
STEEL SPPT BRACKETS UNDER COUNTER @ 48"
O.C.
6" CURB
1'-10"
2'-10"
1'-6"
SCALE: 1/2" = 1'-0"
0'
OUTDOOR DINING COUNTER
1' 2' 4'
2
3
TYPICAL 4-7/8" WALL
PARTITION DETAIL
5/8" GYP. BD.
FLOOR BASE PER FINISH PLAN
FLOOR TILE PER FINISH PLAN
BATT INSULATION
UNDERSIDE OF STRUCTURE
SEALANT
3-5/8" METAL STUDS 16" O.C.
SCALE: 1" = 1'-0"
0' 6" 1' 2'
3'-0"
1'-6"
1'-5"
2'-0" 1'-0"
MIRROR
(24"X42")
3'-3" 1'-8"
5'-6"
18"X20"
LAV
2'-0"
3'-4"
SOAP
DISPENSER
0'
REST ROOM REAR ELEVATION (TYP.)
SCALE: 1/2=" = 1'-0"
1' 2' 4'
5
0'
SCALE: 1/2=" = 1'-0"
1' 2' 4'
4
1'-5"
2'-10"
1'-0" 3'-6"
3'-3" 1'-8"
3'-4"
1'-7"
2'-8"
TOILET
PAPER
DISPENSER
WALL TILE IN
RESTROOMS
TO 48"
WALL TILE IN
RESTROOMS TO 48"
2'-3"
REST ROOM SIDE ELEVATION (TYP.)
7'-6" 7'-0"
WASTE
RECESSED PAPER TOWEL
DISPENSER/WASTE RECEPTACLE
(BOBRICK B-3644 OR
COMPARABLE)
2'-10"
2'-5"
4'-0"
WALL
MOUNTED
W.C.
9'-0"
TOWELS
WALL
MOUNTED
W.C.
6'-8"
Sheet Number:
A401
Description Date
2020/05/27
BROTHERS BBQ
FORT COLLINS
NATHAN HALL
ARCHITECTURE, LLC
nathanwhall@outlook.com
501 S Taft Hill Rd
Fort Collins, CO 80521
PROJECT
DEVELOPMENT
PLAN
CMU
PAINTED
WHITE
CMU
PAINTED
WHITE
15'-7" V.I.F.
SCALE: 1/4" = 1'-0"
0'
PROPOSED SOUTH ELEVATION
2' 4' 8'
3
CHARCOAL COLOR FASCIA
TO COVER EXTG ROOF FRAMING
AND NEW ROOF DECK INSULATION
INSPECT CONDITION OF EXTG
STOREFRONT WINDOWS;
CONFIRM REPLACEMENT WITH
OWENER
MIN. 1/4" PER FOOT SLOPE
CMU
PAINTED
WHITE
NEW
STOREFRONT
DOOR &
WINDOW
SYSTEM
CHARCOAL
COMPOSITE WD
FENCE/PLANTER
@ DINING PATIO
CMU
PAINTED
WHITE
INFILL EXTG
OVERHEAD
DOOR; CMU
PAINTED WHITE
INFILL EXTG
OVERHEAD
DOOR; CMU
PAINTED WHITE
INFILL EXTG
WINDOW; CMU
PAINTED WHITE
7'-4" 2'-0"
10'-0" V.I.F.
3'-0" 3'-0" 3'-4"
9'-4" V.I.F.
1'-8"
W6
1'-8" 1'-8" 1'-8" 1'-8" 1'-8"
15'-7" V.I.F.
Sheet Number:
A302
Description Date
2020/05/27
BROTHERS BBQ
FORT COLLINS
NATHAN HALL
ARCHITECTURE, LLC
nathanwhall@outlook.com
501 S Taft Hill Rd
Fort Collins, CO 80521
PROJECT
DEVELOPMENT
PLAN
10'-0" V.I.F.
3'-0" 3'-4" 3'-0"
9'-4" V.I.F.
1'-8" 1'-8" 1'-8" 1'-8"
W5
9'-4" V.I.F.
15'-7" V.I.F.
11'-4" V.I.F.
CATERING TAKE OUT
SCALE: 1/4" = 1'-0"
0'
HISTORIC EAST (FRONT) ELEVATION
2' 4' 8'
2
CHARCOAL
COLOR FASCIA
CMU PAINTED
WHITE
CHARCOAL
COLOR FASCIA
CMU
PAINTED
WHITE
OVERHEAD
DOORS
FRONTIER SIGN
OVERHEAD
DOORS
SCALE: 1/4" = 1'-0"
0'
CURRENT EAST (FRONT) ELEVATION
2' 4' 8'
3
RED SHEET METAL
MARQUEE
CMU PAINTED
WHITE
CMU
PAINTED
WHITE
CMU
PAINTED
WHITE
Sheet Number:
A301
Description Date
2020/05/27
BROTHERS BBQ
FORT COLLINS
NATHAN HALL
ARCHITECTURE, LLC
nathanwhall@outlook.com
501 S Taft Hill Rd
Fort Collins, CO 80521
PROJECT
DEVELOPMENT
PLAN
RE: STRUCTURAL
HEADER RE:
STRUCTURAL
EXIT
EXIT
EXIT
NEW
HEADER
& DOOR
SCALE: 1/4" = 1'-0"
0'
N
REFLECTED CEILING PLAN
2' 4' 8'
1
HOOD SYSTEM
RE: EQUIP PLAN
RESTROOMS AND
VESTIBULE CEILING HTS:
GYP. BD. @ 9'-0"
UNDERSIDE ROOF @
12'-10" A.F.F.
HEADER &
OPENING RE:
STRUCTURAL
EXTG HEADER
CEILING @ 9'-5 3
4" A.F.F.
SHELVES
ABOVE
SINK
STORAGE CEILING @ 12'-61
2" A.F.F.
CEILING @ 12'-10" A.F.F.
W1
W2
W3
W4
W5
D1
D2
D3
D4
D4
D4
D4
D4
D4
A A A
A A
A A
A A
A
B B
B B
B B
B B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
C C C
C C C
C C C
C C C
C C C
C C C
C C C
C C C
C
C
C
C
C
C
C
C
B
B
B
D8
D8
D8
F F F
F F
G4
G4
G4
G4
G4
G4 G4 G4
G4
G4
G4
G2
G4
B B B
B
B
B
D4
D4
229 SQ. FT.
583 SQ. FT.
LIGHTING FIXTURE SCHEDULE
PREPARED BY KAZIN & ASSOCIATES
DESCRIPTION OF LUMINAIRE BASIS OF DESIGN
ID DESCRIPTION FINISH
MOUNTING
INFO MANUFACTURER CATALOG NUMBER
LOAD (VA) VOLTAGE
A 2' X 4' LAY-IN LED WITH A12 LENS
& STEP DIMMER DRIVER WHITE RECESSED COLUMBIA LJT24-35VLG-FSA12EDU 59 120-277
B SEMI-RECESSED LED
DOWNLIGHT WHITE 4" BOX PRESCOLITE LBSLEDA10L35K9WH 16.4 120
C CORD HUNG LED DOME CORD TMS LIGHTING CAL 1 12 100IN CRD 7W LED 120
D8 SURFACE MOUNTED 8' LED
STRIP WHITE SURFACE COLUMBIA LCL8-35LW-EU 38 120-277
D4 SURFACE MOUNTED 4' LED
STRIP WHITE SURFACE COLUMBIA LCL4-35LW-EU 19 120-277
F WALL BRACKET MOUNTED LED
DOME
CONFIRM W/
OWNER WALL BRACKET TMS LIGHTING
QS-2W O 17LED 120 17 PROVIDED
WITH FIXTURE
120
G4
WALL MOUNTED FULL CUT-OFF
LED AREA LIGHT WITH TYPE 4
DISTRIBUTION
BLACK WALL +10' HUBBELL TRP1-12L-30-47K-4-UNV-BL 30 120-277
G2
WALL MOUNTED FULL CUT-OFF
LED AREA LIGHT WITH TYPE 2
DISTRIBUTION
BLACK WALL +10' HUBBELL TRP1-12L-30-47K-2-UNV-BL 30 120-277
NOTES:
1. FIXTURE SPECIFICATIONS REPRESENT THE ENGINEER'S UNDERSTANDING OF THE REQUIRED FIXTURES. FIXTURE SPECIFICATIONS SHALL BE REVIEWED
AND APPROVED IN WRITING BY OWNER OR OWNER'S REPRESENTATIVE PRIOR TO ORDERING FIXTURES. NOTIFY ELECTRICAL ENGINEER OF ANY FIXTURE
CHANGES PRIOR TO PURCHASING FIXTURES.
2. PROVIDED HANGERS, ADAPTERS, INSTALLATION KITS, PARTS AND PIECES TO INSTALL THE SPECIFIED FIXTURE IN THE LOCATIONS SHOWN ON THE PLAN.
3. UNLESS OTHERWISE INDICATED, PROVIDE COMPLETE LUMINAIRES INCLUDING LAMP(S) AND ALL SOCKETS, BALLASTS, REFLECTORS, LENSES, HOUSINGS
AND OTHER COMPONENTS REQUIRED TO POSITION, ENERGIZE AND PROTECT THE LAMP AND DISTRIBUTE THE LIGHT.
4. UNLESS SPECIFICALLY INDICATED TO BE EXCLUDED, PROVIDE ALL REQUIRED CONDUIT, BOXES, WIRING, CONNECTORS, HARDWARE, SUPPORTS, TRIMS,
ACCESSORIES, ETC. AS NECESSARY FOR A COMPLETE OPERATING SYSTEM.
EXIT AND EMERGENCY LIGHTING FIXTURE SCHEDULE
DESCRIPTION OF LUMINAIRE LUMINAIRE SPECIFICATION
SYMBOL DESCRIPTION FINISH MOUNTING
INFO MANUFACTURER CATALOG NUMBER
LAMP(S) VOLTAGE
EXIT LIGHT (UNIVERSAL)
WITH 90-MINUTE BATTERY WHITE SEE PLAN
DUAL-LITE OR
EQUAL EVE-U-G-W-E-I LED 120/277 INPUT
EXIT/EM LIGHT (UNIVERSAL)
WITH 90-MINUTE BATTERY WHITE SEE PLAN
DUAL-LITE OR
EQUAL EVC-U-G-W-D4-I
LED + (2) 1W
LED HEADS 120/277 INPUT
EMERGENCY LIGHT WITH
90-MINUTE BATTERY WHITE SEE PLAN
DUAL-LITE OR
EQUAL EV-4-D-I-02L
(2) 2W LED
LAMPS 120/277 INPUT
EXTERIOR EMERGENCY
EGRESS LIGHT WITH
90-MINUTE BATTERY
MATCH
SURROUNDING
SURFACE
SEE PLAN DUAL-LITE OR
EQUAL
PG-(WHITE, DARK BRONZE,
PLATINUM SILVER, BLACK)-HTR
(2) LED BOARDS
+ HEATER (16W) 120/277 INPUT
EXTERIOR REMOTE
EMERGENCY EGRESS HEADS
(POWERED BY INTERIOR
EXIT/EM FIXTURE)
MATCH
SURROUNDING
SURFACE
SEE PLAN DUAL-LITE OR
EQUAL
EVO-D-(BLACK,WHITE)
(FEED FROM EXIT/EM COMBO) (2) 3W LED
EXIT/EM
BATTERY
REFER TO ELECTRICAL DRAWINGS E1 THROUGH E5 FOR POWER AND LIGHTING
CONFIRM W/
OWNER
Sheet Number:
A204
Description Date
2020/05/27
BROTHERS BBQ
FORT COLLINS
NATHAN HALL
ARCHITECTURE, LLC
nathanwhall@outlook.com
501 S Taft Hill Rd
Fort Collins, CO 80521
PROJECT
DEVELOPMENT
PLAN
30"X42"
DINING
TABLE
30"X42"
DINING
TABLE
30"X42"
DINING
TABLE
30"X42"
DINING
TABLE
30"X42"
DINING
TABLE
30"X42"
DINING
TABLE
DINING PATIO
113
30"X42"
DINING
TABLE
30"X42"
DINING
TABLE
30"X42"
DINING
TABLE
141 SQ. FT.
Water
Heater
426 SQ. FT.
30"X42"
DINING
TABLE
30"X42"
DINING
TABLE
30"X42"
DINING
TABLE
30"X42"
DINING
TABLE
30"X42"
DINING
TABLE
30"X24"
DINING
TABLE
30"X42"
DINING
TABLE
30"X24"
DINING
TABLE
48"X66"
BOOTH
60"X72"
BOOTH
60"X72"
BOOTH
60"X72"
BOOTH
30"X24"
DINING
TABLE
30"X42"
DINING
TABLE
30"X24"
DINING
TABLE
HAND SINK
BEVERAGE
COOLER/
MERCH-
ANIDISER
3 2 Smoker Cookshack SM360
24 26
25
3
3
Equipment Schedule
Item Qty Description Mfg. Model
1 1 Hood System Accurex Per Shop Drawing
1.1 1 Exhaust Fan Accurex Per Shop Drawing
1.2 1 Make-Up Air Unit Accurex Per Shop Drawing
2 1 Hood System Accurex Per Shop Drawing
2.1 1 Exhaust Fan Accurex Per Shop Drawing
4 2 Heated Cabinet (Alto-Shaam) Alto-Shaam 1000-TH-I 208/240
5 1 "Aerohot" Hot Food Station, elect. Duke W: 58-3/8" D: 22-7/16" H: 34"
Dimensions
W: 23 15/16" D: 31 5/8" H: 75 5/8"
E304SW
W: 47" D: 39.75" H: 72"
Serving Counter,
Hot Food, Electric
6
FULL HT.
ALTO-
SHAAM
4
6 1 Cold Food/Sandwich Prep Table True TSSU-36-08-HC W: 36.375" D: 30.125" H: 36.75" 28
7 1 Gas Fryer Imperial IFS-50-OP W: 15-1/2" D: 30-1/2" H: 45-3/4"
8 1 Gas Countertop Griddle Imperial IMGA-2428 W: 24" D: 32-3/8" H: 14" 7
8
9 1 Radiant Gas Char-Broiler Imperial IRB-48 W: 48" D: 31-3/8" H: 14"
9
10 1 Conveyor Toaster W: 14.5" D: 17" H: 10"
Toaster
10
2
1
HOOD
ABOVE
HOOD
ABOVE
15
12
13
13
14
11
11 1 3-Compartment Sink John Boos 3PB24-2D24
12 1 Pre-Rinse w/Add-On-Faucet Fisher 2210-WB + 2901
13 2 Shelving, Wall-Mounted DMD Lot
14 1 Waste Collector Salvajor S419
15 5 Trash Can By Owner
16
17
16 2 Hand Sink John Boos PBHS-W-1410-1-SSLR
17 2 Soap & Towels Borbrick or EQ B-40, B-4262
W: 14" W D: 10" - 5" deep
20
18
18
19
19
2 Shelving, Wall-Mounted
20
1 4-Compartment Sink John Boos 4PB18244-2D24
18
2 Faucet, Wall Mount Fisher 3253
W: 123-1/4" D: 29-1/2"
21 1 Utility Shelf Advance Tabco K-245 W: 24" D: 8"D
20
20
D
23
22
23 1 Service Faucet for Mop Sink Fisher 8253
1 Water Heater
22 1 Mop Sink John Boos TBD
TBD TBD W: 60" D: 14"
W: 123-1/4" D: 29-1/2"
Cold Food /
Sandwich Prep
FULL HT.
ALTO-
SHAAM
4
31.1
16
28"x18"
Bib Rack
24 1 Ice Cuber Scotsman C0322SA-1
25 1 Water Filtration System Scotsman AP2-P
26 1 Ice Bin Scotsman B530S W: 30.5" D: 34" H: 51"
2436
x5
31 27
17
32
27 1 Bib Rack
28 1
30 1 Confirm w/ Owner
Stainless Steel Top Work Table Regency 600TSB3048S W: 48" D: 30" H: 34"
29 1 Stainless Steel Top Work Table 600TSB3696S W: 96" D: 36" H: 34"
29
31 1 Dry Storage Shelving Olympic Lot W: 36" D: 24"
Confirm w/ Owner
5
2.1
1.1
WATER
FILTER, ICE
MAKER &
BIN
MOP
SINK
PREP
SINK
32 1 Beverage Cooler/Merchandiser
33
W: 53.125" D: 31.875"
33
34 2
35 2 Wall Mounted Hand Sink Confirm w/ Owner
36 2 Confirm w/ Owner
Towels & Waste (Recessed) Borbrick B-3934
24"X19" WALL
MOUNTED LAV
(ADA)
RECESSED
TOWELS/
WASTE
WALL MOUNTED
TOILET & GRAB
BARS (ADA)
24"X19" WALL
MOUNTED LAV
(ADA)
RECESSED
TOWELS/
WASTE
WALL MOUNTED
TOILET & GRAB
BARS (ADA)
W: 24" D: 19"
Wall Mounted Toilet
37 2 Grab Bars (BehindToilet) Confirm w/ Owner
38 2 Grab Bars (Side of Toilet) Confirm w/ Owner
35
34
36
37
38
35
34
36
37
38
W: 36" (Re: Interior Elevations)
W: 42" (Re: Interior Elevations)
35.1 2 Wall Mounted Soap Dispenser Confirm w/ Owner
35.1
35.1
39
15
TRASH &
FOOD
TRAYS
15
40
39 1 Trough Hand Sink Confirm w/ Owner W: 60" D: 21"
40 2 Faucet, Wall Mount Confirm w/ Owner
15
40
41 2
41
POS
TERMINAL
41
42 4 Floor Drain RE: MEP Engineering
42
42
42
42
SCALE: 1/4" = 1'-0"
0'
N
EQUIPMENT PLAN
2' 4' 8'
1
EXIT
EXIT
EXIT
15
NEW LOW WALL (HEIGHT AS NOTED)
43 1 Fountain Soda Dispenser
43
Pepsi POS Combo 175lb 8Vlv W: 24.88" D: 31.19" H: 35.63"
45
Point of Sale (POS) Terminal NCR P1535 W: 17.2" D: 12" H: 14.7"
44
TEA
BREWER
Pepsi BRP 8Vlv W: 28" D: 18" H: 63.25"
1830
x4
31.1 1 Dry Storage Shelving Olympic Lot W: 30" D: 18"
Advantco #178GDS47HCB(or)
178GDS47HCW
44 1 Tea Brewer (Double) Pepsi POS Countertop 1Vlv W: 21.1" D: 23.2" H: 34.2"
Regency
Avatoast T140
16.1 2 Hand Sink Faucet Confirm w/ Owner
16.1
16.1
W1
W2
W3
W4
W5
D1
D2
D3
D4
D4
D4
D4
D4
D4
229 SQ. FT.
583 SQ. FT.
Sheet Number:
A203
Description Date
2020/05/27
BROTHERS BBQ
FORT COLLINS
NATHAN HALL
ARCHITECTURE, LLC
nathanwhall@outlook.com
501 S Taft Hill Rd
Fort Collins, CO 80521
PROJECT
DEVELOPMENT
PLAN
WALL LEGEND
EXISTING WOOD STUD WALL
NEW
HEADER
& DOOR
EXTG
HEADER
ABOVE
EXTG HEADER
ABOVE
QUEUING LINE
METAL
RAILING
36" A.F.F.
LOW WALL
72" A.F.F.
INFILL EXTG
OVERHEAD DOOR
WALK-IN COOLER
111
125 SQ. FT.
30"X42"
DINING
TABLE
30"X42"
DINING
TABLE
30"X42"
DINING
TABLE
30"X42"
DINING
TABLE
30"X42"
DINING
TABLE
30"X42"
DINING
TABLE
DINING PATIO
113
COMPOSITE
WOOD
FENCE
30"X42"
DINING
TABLE
30"X42"
DINING
TABLE
30"X42"
DINING
TABLE
NEW HEADER
OVER COUNTER
RE: STRUCTURAL
EXTG 3" Ø
STEEL POST
141 SQ. FT.
Water
Heater
426 SQ. FT.
SEE SITE PLAN
FOR PARKING
AND RAMP
ACCESS
EXTENT OF EXTG
CONCRETE CURB
42"X72"
RAMP
36"X72"
RAMP
30"X42"
DINING
TABLE
30"X42"
DINING
TABLE
30"X42"
DINING
TABLE
COMPOSITE
WOOD PLANTER;
TOP OF PLANTER
36" ABOVE
PATIO GROUND
18" COMPOSITE
WOOD BENCH
INTEGRATED W/
PLANTER
FEATHER REED
GRASS @ 30" O.C.
36" COMPOSITE
WOOD FENCE
DEMO KNEE WALL & REPLACE
EXISTING WINDOW WITH LOW-E
ALUM. 10'X10' STOREFRONT WINDOW
SYSTEM TO REPLICATE HISTORIC
GARAGE DOOR AESTHETIC; SEE
WINDOW DETAILS RE: SHEET A402
PROVIDE LOW-E ALUM. 10'X10'
STOREFRONT WINDOW SYSTEM TO
REPLICATE HISTORIC GARAGE
DOOR AESTHETIC; SEE WINDOW
DETAILS RE: SHEET A402
30"X42"
DINING
TABLE
30"X42"
DINING
TABLE
30"X24"
DINING
TABLE
30"X42"
DINING
TABLE
30"X24"
DINING
TABLE
48"X66"
BOOTH
SEE WINDOW DETAILS RE: SHEET A402
REPLACE EXISTING WINDOWS & DOORS
WITH NEW LOW-E ALUM. STOREFRONT
WINDOW AND DOOR SYSTEM TO MATCH
HISTORIC ION AESTHETIC
60"X72"
BOOTH
60"X72"
BOOTH
60"X72"
BOOTH
LOW WALL
48" A.F.F.
30"X24"
DINING
TABLE
PROVIDE LOW-E ALUM. 10'X10'
STOREFRONT WINDOW AND DOOR
SYSTEM TO REPLICATE HISTORIC
GARAGE DOOR AESTHETIC; SEE
WINDOW DETAILS RE: SHEET A402
30"X42"
DINING
TABLE
30"X24"
DINING
TABLE
PROVIDE NEW CONC. AT
PATIO SLOPED TO DRAIN
INFILL EXTG WINDOW
ABOVE
HAND SINK
FRONT PATIO -
EATING COUNTER
DETAILS RE: A401
INSPECT EXTG OVERHANG STRUCTURE AND
REPAIR AS NEEDED AT DIRECTION OF
STRUCTURAL ENGINEER
EXTG 3" Ø
STEEL POST
EXTG 3" Ø
STEEL POST
2436 D
x5
TRASH &
FOOD
TRAYS
TRASH &
FOOD
TRAYS
TRASH &
FOOD
TRAYS
EXIT
EXIT
EXIT
TRASH &
FOOD
TRAYS
LOW WALL
48" A.F.F.
PASS SHELF @
48" A.F.F.
NEW LOW WALL (HEIGHT AS NOTED)
EXTG HEADER
ABOVE
1830
x4
COUNTER
36" A.F.F.
COUNTER 36" A.F.F.
W/ SHELVING AND
RETAIL DISPLAY
UNDERNEATH
NEW GAS METER&SERVICE
RE: MECHANICAL DWGS
W1
W2
W3
W4
W5
D1
D2
D3
D4
D4
D4
D4
D4
D4
1
A401
2
A401
3
A401
5
A401 4
5
A401 4
5
A401 4
229 SQ. FT.
583 SQ. FT.
INTERIOR DOORS:
· PROVIDE 3'-0” X 7'-0” X 1-3/4” PRE-HUNG MAPLE DOORS PREPPED FOR STANDARD CYLINDRICAL
LOCK/LATCHSET AT ALL INTERIOR DOORS.
· PROVIDE MANUFACTURERS' WARRANTEE.
· PROVIDE FACTORY CLEAR COAT FINISH ALL SIDES. DOORS SHOULD BE PRE-FINISHED FROM FACTORY.
DURING INSTALLATION, DOORS MAY BE CUT TO FIT. FINISH ALL CUT EDGES WITH A CLEAR POLY SEALER.
DOOR FRAMES:
· PROVIDE 3' X 7' PRE-PAINTED ALUMINUM OR STEEL DOOR FRAMES INSTALLED AFTER DRYWALL.
DOOR HARDWARE:
DH-1
· PROVIDE COMMERCIAL GRADE LEVER DOOR HARDWARE AT ALL OFFICES. PROVIDE PRIVACY LEVER SETS
TO SINGLE OCCUPANCY RESTROOMS.
· PROVIDE LEVER PASSAGE SETS TO REMAINING AREAS; PROVIDE 4-1/2 X 4-1/2” BRUSHED CHROME
HINGES ON ALL DOORS.
DH-2
· PROVIDE COMMERCIAL GRADE LOCK SETS AT ALL EXTERIOR DOORS; PROVIDE EGRESS PANIC DEVICES AND
DOOR CLOSURES ON ALL ON ALL DOORS WHERE REQUIRED BY THE BUILDING CODE.
DOOR OPENING FORCE:
· MAXIMUM PUSH/PULL FORCE IS 5 POUNDS PER IBC 1010.1.3
DOOR THRESHOLDS:
· ALL DOOR THRESHOLDS TO HAVE A MAXIMUM HEIGHT OF 1/2" ABOVE FINISHED FLOOR PER IBC 1010.1.7
DOOR OPERATION:
· ALL DOORS TO BE READILY OPERABLE ON EGRESS SIDE WITHOUT THE USE OF KEYS, SPECIAL KNOWLEDGE
OR EFFORT PER IBC 1010.1.9
· PANIC AND FIRE EXIT HARDWARE: PROVIDE ON ALL EXIT DOORS PER IBC 1010.1.10
DOOR NOTES
Width
7' - 4"
Count
Type Size
Mark Comments
6' - 0"
Type
D1 1
Height
D2 7' - 4"
D3 7' - 0"
D4 6
Exterior Alum. Storefront (Double)
Exterior Metal Insulated
Interior Maple
DOOR SCHEDULE
EXTERIOR DOORS:
· PROVIDE ALUMINUM STOREFRONT DOORS AS INDICATED ON DRAWINGS.
Width
7' - 2"
10' - 0" 9' - 4"
Count
Type Size
Mark
Head
Height Comments
13' - 11"
Type
W1 1
Height
W2 16' - 9.5" 7' - 2"
W3 4' - 0" 3' - 3"
W4 1
Alum. Storefront
U-
Value
0.38
0.38
0.38
0.38
Tempered Glass @ Bottom Panel
9' - 4"
STOREFRONT WINDOW SCHEDULE
W5 0.38
W6 1 0.38
1
1
1
NOTES:
Alum. Storefront
Alum. Storefront
Alum. Storefront
Alum. Storefront
Alum. Storefront
ROOM #
INTERIOR ROOM FINISH SCHEDULE
WALLS FLOORING BASE COMMENTS
109
108
107 W-3
W-3
W-1
FL-2
FL-2
FL-3
B-2
B-2
B-3
111
W-1 FL-3 B-3
110 W-2
FL-1 B-1
112
W-1 FL-3 B-3
103
W-1 FL-3 B-3
102
W-1 FL-3 B-3
101
W-1 FL-3 B-3
NET FLOOR
ROOM NAME AREA
WOMENS R.R.
VESTIBULE
MENS R.R.
WALK IN COOLER
KITCHEN
STORAGE
STORAGE
FOOD SERVICE
DINING ROOM
104
W-1 FL-3 B-3
FOOD COUNTER
105
W-1 FL-3 B-3
PREP AREA
INTERIOR FINISH - WALLS:
W-1 PAINT - PROVIDE ONE (1) PRIMER, AND TWO (2) FINISH COATS IN A LATEX EGGSHELL
W-2 FIBERGLASS REINFORCED PLASTIC (FRP) WALL PANELS IN ALL KITCHEN AREAS
W-3 PROVIDE TILE TO 48” A.F.F. IN ALL BATHROOMS . PAINT ALL AREAS ABOVE 48" (W-1)
INTERIOR FINISH - TILE FLOORING:
FL-1 6" ANTI-SLIP CERAMIC QUARRY TILE - KITCHEN
FL-2 PORCELAIN TILE - BATHROOM AREAS
FL-3 LEVEL, PATCH,POLISH AND SEAL EXTG CONCRETE
INTERIOR FINISH - BASE:
B-1 EXTG BASE TO REMAIN IN KITCHEN (4.25" QUARRY TILE COVE BASE)
B-2 SCHLUTER COVE FLOOR TO WALL TRANSITION TILE IN BATHROOMS.
B-3 4” RESILIENT RUBBER WALL BASE
INTERIOR FINISH LEGEND
106
W-1 FL-3 B-3
MECH/ UTILITY
###########
###########
59 SQ. FT.
46 SQ. FT.
72 SQ. FT.
37 SQ. FT.
53 SQ. FT.
38 SQ. FT.
53 SQ. FT.
473 SQ. FT.
125 SQ. FT.
335 SQ. FT.
2. SEE WINDOW DETAILS RE: SHEET A402
SHGC
Factor
0.38
0.38
0.38
0.38
0.38
0.38
1. ALL WINDOW OPENING DIMENSIONS TO BE VERIFIED IN FIELD BY CONTRACTOR
9' - 4"
9' - 4"
9' - 4"
9' - 4"
10' - 0" 9' - 4"
10' - 0" 9' - 4"
-
Tempered Glass @ Bottom Panel
Tempered Glass @ Bottom Panel
1
1
3' - 0"
3' - 0"
3' - 0"
Exterior Alum. Storefront (Single)
7' - 0"
Tempered Glass
Tempered Glass
U-Value
0.38
NA
0.38
0.38
Sheet Number:
A202
Description Date
2020/05/27
BROTHERS BBQ
FORT COLLINS
NATHAN HALL
ARCHITECTURE, LLC
nathanwhall@outlook.com
501 S Taft Hill Rd
Fort Collins, CO 80521
PROJECT
DEVELOPMENT
PLAN
33'-31
2"
22'-21
2"
32'-10
1
2"
35'-81
2"
5'-0"
EXISTING CONCRETE BLOCK WALL
NEW INTERIOR METAL STUD PARTITION
NEW EXTERIOR WALL FURRING AND INSULATION
WALL LEGEND
EXISTING WOOD STUD WALL
21'-73
4"
8'-0"
3'-8"
12'-4"
3'-8"
3'-8"
WALK-IN COOLER
111
5'-0"
5'-8"
125 SQ. FT.
4'-2" 1'-0" 10'-0"
DINING PATIO
113
3'-0"
5'-1"
5'-91
4"
141 SQ. FT.
6'-0"
7'-0" 7'-0" 4'-11
1
4"
7'-6"
Water
Heater
3'-0"
426 SQ. FT.
EXIT
16'-0"
EXIT
3'-0" 40'-6"
2'-0" 10'-6"
3'-0" 3'-0"
3'-0" 3'-0"
10'-0" 10'-0"
10'-31
4"
2'-0"
(TYP.)
5'-91
2"
11'-6"
8'-113
4"
D
8'-8
3
4"
3'-21
2"
2
436
x5
3'-8"
3'-21
4"
5'-4" 4'-0"
SCALE: 1/4" = 1'-0"
0'
N
DIMENSION PLAN
2' 4' 8'
1
EXIT
EXIT
EXIT
6'-0"
5'-0"
PASS SHELF
NEW LOW WALL (HEIGHT AS NOTED)
1'-0"
76'-6
3
4
"
(MAX. DIAGONAL LENGTH OF BLDG)
41'-10
1
2
"
(DISTANCE BETWEEN EXITS)
9'-3"
5'-6"
4'-21
2"
16'-21
2"
3'-8"
32'-101
2"
13'-23
4"
13'-0 3'-0"
3
4"
8'-33
4"
3'-0" 14'-4
1
4"
6
1
2"
4'-11 2'-1"
1
4"
3'-8"
7'-11"
5'-10"
3'-61
2"
2'-8"
5'-6"
5'-6"
1830
x4
W1
W2
W3
W4
W5
D1
D2
D3
D4
D4
D4
D4
D4
D4
1
A401
2
A401
3
A401
5
A401 4
5
A401 4
5
A401 4
229 SQ. FT.
583 SQ. FT.
Sheet Number:
A201
Description Date
2020/05/27
BROTHERS BBQ
FORT COLLINS
NATHAN HALL
ARCHITECTURE, LLC
nathanwhall@outlook.com
501 S Taft Hill Rd
Fort Collins, CO 80521
PROJECT
DEVELOPMENT
PLAN
EXTG
DOORS
EXTG 3" Ø
STEEL POST
EXTG 3" Ø
STEEL POST
EXTG 3" Ø
STEEL POST
EXTG
HEADER
ABOVE
DEMO CMU WALL/NEW
HEADER ABOVE RE:
STRUCTURAL
Sheet Number:
A200
Description Date
2020/05/27
BROTHERS BBQ
FORT COLLINS
NATHAN HALL
ARCHITECTURE, LLC
nathanwhall@outlook.com
501 S Taft Hill Rd
Fort Collins, CO 80521
PROJECT
DEVELOPMENT
PLAN
**** *
210 **
These values apply to passenger cars on 2-lane roads only. Intersections and
access serving trucks or on multi-lane roadways requires separate analysis.
MAJOR STREET
OR ACCESS
Adjustments may be required for a skewed intersection.
1.
2.
13'-0"
EXTG
SIGNAL
POLE
520'-0"
13'-0"
520'-0"
70'-6"
40'-0" 47'-8"
LINE OF SIGHT
LINE OF SIGHT
Sheet Number:
A104
Description Date
2020/05/27
BROTHERS BBQ
FORT COLLINS
NATHAN HALL
ARCHITECTURE, LLC
nathanwhall@outlook.com
501 S Taft Hill Rd
Fort Collins, CO 80521
PROJECT
DEVELOPMENT
PLAN
135'-3"
36"X72"
RAMP
8'-0"
SIDEWALK
18'-0" STALL
21'-63
4" DRIVE AISLE
20'-0" DRIVE AISLE 18'-0" STALL
16'-41
2"
NEW CURB
9'-0"
10'-0"
56'-0" SIDEWALK
ULINE 3-LOOP WAVE
STYLE BIKE RACK;
5 BIKE CAPACITY RE:
1/A100
EXTG TREE #1
Species: GREEN ASH
SIZE: 14"
Mitigation Required: 1.5
Status: PROTECT
EXISTING 6" WATER MAIN ON S. TAFT
HILL ROAD
EXISTING 15" SANITARY SEWER MAIN
ON S. TAFT HILL ROAD
EXISTING 8" WATER MAIN ON
MULBERRY ST
EXISTING 3/4" WATER
SERVICE V.I.F.
EXISTING 4" SANITARY
SEWER LINE V.I.F.
20'-7 12'-6"
1
2"
132" VAN ACCESSIBLE PARKING SPACE
W/ PARKING SPACE IDENTIFICATION
SIGN MOUNTED 60 INCHES ABOVE THE
GROUND SURFACE (SEE LCUASS DETAIL
1407 ON SHEET A105)
60" ACCESS AISLE
MAINTAIN MIN. 20' CLEAR
FIRE LANE W/ MIN. 14'
CLEARANCE ABOVE
16'-0"
42"X72"
RAMP
36"X72"
RAMP COMPOSITE
WOOD
PLANTER;
TOP OF PLANTER
36" ABOVE
PATIO GROUND
COMPOSITE
WOOD BENCH
INTEGRATED W/
PLANTER
FEATHER
REED
GRASS
('KARL
FOERSTER')
@ 30" O.C.
DINING PATIO
44'-31
2"
TRAFFIC SIGNAL
POLE
PROVIDE 2" MIN. CALIPER
STREET TREE (Quercus buckleyi
Texas red oak)
PROVIDE 4' X 9' TREE
GRATE RE: DETAILS 2 &
3 SHEET A100
40'-0" 30'-0"
PROVIDE 2" MIN.
CALIPER STREET TREE
(Quercus buckleyi
Texas red oak)
PROVIDE 4' X 9' TREE
GRATE RE: DETAILS 2 &
3 SHEET A100
40'-0"
PROVIDE 2" MIN.
CALIPER STREET TREE
(Quercus buckleyi
Texas red oak)
PROVIDE 4' X 9' TREE
GRATE RE: DETAILS 2 &
3 SHEET A100
EXTG OFFSITE TREES
IN ADJOINING
PROPERTY TO
REMAIN
FIRE LANE
NEW DINING PATIO
DEMO SHEET METAL MARQUEE
AND RESTORE HISTORIC
OVERHANG PER PLAN
W. MULBERRY STREET
(R.O.W. VARIES)
(+/- 66' CURB WIDTH)
(35 M.P.H. SPEED LIMIT)
S. TAFT HILL ROAD
(R.O.W. VARIES)
(+/- 50' CURB WIDTH)
(35 M.P.H. SPEED LIMIT)
EXTG ADA
SIDEWALK RAMP
FOUND MONUMENT
VAULT (UNKNOWN TYPE)
MANHOLE (UNKNOWN TYPE)
LEGEND
WATER MANHOLE
ELECTRICAL BOX
SIGN
(M) MEASURED
(P) PLATTED
BOLLARD
LIGHT POLE
CLEANOUT
LOCATION OF HEIGHT
MEASUREMENT
ELECTRIC POLE
GUY WIRE ANCHOR
GAS METER
FIRE HYDRANT
RISER
ELECTRIC METER
(D) DEEDED
WATER VALVE
STORM MANHOLE
SANITARY MANHOLE
STORM GRATE
(C) CALCULATED
WATER METER
ELECTRIC VAULT
SIGNAL POLE
HOUSE/BUILDING
FENCE
PROPERTY LINE
OVERHEAD POWER
E
E E
E
E E E E E E E E E
ADJACENT PROPERTY:
ADJACENT PROPERTY:
EXTG TREE #2
Species: GREEN ASH
SIZE: 20"
Mitigation Required: 2
Status: PROTECT
EXTG TREE #3
Species: SIBERIAN ELMS OF WILD ORIGIN
SIZE: >11"
Mitigation Required: 0
Status: PROTECT
EXTG LOW
CONCRETE
WALL
EXTG TREE #4
Species: GREEN ASH
SIZE: 10"
Mitigation Required: 1
Status: REMOVE
EXTG TREE #5
Species: GREEN ASH
SIZE: 8-12"
Mitigation Required: 1
Status: PROTECT
TREES TO BE
REMOVED
TREES TO BE
PROPOSED R REMOVED
N NEW TREE
R
N
N
N
R
R
R
R
R
R R R R R
Street Tree Note
A PERMIT MUST BE OBTAINED FROM THE CITY
FORESTER BEFORE ANY TREES OR SHRUBS AS
NOTED ON THIS PLAN ARE PLANTED, PRUNED OR
REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS
INCLUDES ZONES BETWEEN THE SIDEWALK AND
CURB, MEDIANS AND OTHER CITY PROPERTY.
THIS PERMIT SHALL APPROVE THE LOCATION
AND SPECIES TO BE PLANTED. FAILURE TO
OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY
OF FORT COLLINS CODE SUBJECT TO CITATION
(SECTION 27-31) AND MAY ALSO RESULT IN
REPLACING OR RELOCATING TREES AND A HOLD
ON CERTIFICATE OF OCCUPANCY.
New Tree List
Qty Scientific Name Caliper Notes
3 Quercus Buckleyi 2" Balled and burlapped
New Plant List
Qty Container Size Notes
16 Calamagrostis Acutiflora 1 Gallon Plant 30" O.C.
Item
N
Item
FR
FR FR FR FR FR FR FR FR FR FR FR FR FR FR FR FR
Scientific Name
Common Name
Texas Red Oak
Feather Reed Grass ('Karl Foerster')
Common Name
GREASE INTERCEPTOR RE:
MEP DRAWINGS
GAS METER &
SERVICE RE:
MECHANICAL
DWGS
UNDERGROUND UTILITY LINE
R
R
5'-5"
EXTG RIGHT-OF-WAY
LINE
EXTG RIGHT-OF-WAY
LINE
PROPOSED
RIGHT-OF-WAY LINE
3'-11"
PROPOSED
RIGHT-OF-WAY LINE
5'-0"
9'-0"
NE CORNER SECTION 16
FOUND 2.5" ALUMINUM
STAMPED "LS 34174"
(POINT OF BEGINNING)
CITY OF FORT COLLINS TO RELOCATE EXTG
LIGHT POLE (OWNERS NOT RESPONSIBLE)
RELOCATED LOCATION BEHIND THE
PROPOSED WIDENED WALK TO BE
COORDINATED WITH CITY LIGHT AND
POWER, FORESTRY AND ENGINEERING STAFF
EXTG 1-1/4" GAS
SERVICE (V.I.F.)
Sidewalk, Curb and Driveway
Improvements
ALL SIDEWALK, CURB, DRIVEWAY AND ADA
PARKING IMPROVEMENTS SHOWN ON SITE PLAN
TO BE COMPLETED ACCORDING TO LARIMER
COUNTY URBAN AREAS STREET STANDARDS
(LCUASS) - SEE SHEETS A105 AND A106 FOR
STANDARD DETAILS
SEE LCUASS DETAILS #1418 & #1419 ON
SHEET A105 FOR SIGN TYPE, PLACEMENT,
AND SPACING. APPROPRIATE DIRECTIONAL
ARROWS REQUIRED ON ALL SIGNS
SEE LCUASS DETAILS #706.2
& #707.2 ON SHEET A105
FOR DRIVEWAY DETAILS
SEE LCUASS DETAILS #706.2
& #707.2 ON SHEET A105
FOR DRIVEWAY DETAILS
SEE LCUASS DETAIL
#701 ON SHEET
A105 FOR CURB
DETAILS
SEE LCUASS DETAIL #701 ON
SHEET A105 FOR CURB DETAILS
SEE LCUASS DETAILS
#1601,#1602 & #2501 ON
SHEET A106 FOR
SIDEWALK DETAILS
SEE LCUASS DETAILS
#1601,#1602 & #2501 ON
SHEET A106 FOR
SIDEWALK DETAILS
FIRE LANE SIGN PLACEMENT
Sheet Number:
A103
Description Date
2020/05/27
BROTHERS BBQ
FORT COLLINS
NATHAN HALL
ARCHITECTURE, LLC
nathanwhall@outlook.com
501 S Taft Hill Rd
Fort Collins, CO 80521
PROJECT
DEVELOPMENT
PLAN
34'-31
2"
24'-10 (NEW CURB @ EXISTING PUBLIC RIGHT OF WAY ACCESS)
3
4"
31'-6"
(EXISTING PUBLIC RIGHT OF WAY ACCESS)
15'-83
4"
(NEW CURB @ EXISTING
PUBLIC RIGHT OF WAY ACCESS)
EXTG COMPRESSED
AIR DISPENSER (V.I.F.)
8'X8' CMU
TRASH
ENCLOSURE
RE: 4/A100
127'-11"
135'-3"
10'-101
2"
NEW CURB
10'-0"
SIDEWALK
EXTG TREE
EXISTING 6" WATER MAIN ON S. TAFT
HILL ROAD
EXISTING 15" SANITARY SEWER MAIN
ON S. TAFT HILL ROAD
EXISTING 8" WATER MAIN ON
MULBERRY ST
EXISTING 3/4" WATER
SERVICE V.I.F.
EXTG GAS
METER (V.I.F.)
EXTG 1-1/4" GAS
SERVICE (V.I.F.)
DINING PATIO
TRAFFIC SIGNAL
POLE
4' X 9' TREE GRATE
IN R.O.W.
DINING PATIO
W. MULBERRY STREET
(R.O.W. VARIES)
(+/- 66' CURB WIDTH)
(35 M.P.H. SPEED LIMIT)
S. TAFT HILL ROAD
(R.O.W. VARIES)
(+/- 50' CURB WIDTH)
(35 M.P.H. SPEED LIMIT)
EXTG DRAINAGE FLOW
EXISTING
GRADES TO
REMAIN
EXTG DRAINAGE FLOW
4' X 9' TREE
GRATE
IN R.O.W.
4' X 9' TREE
GRATE
IN R.O.W.
EXTG DRAINAGE FLOW
EXTG DRAINAGE FLOW
EXTG DRAINAGE FLOW
EXTG DRAINAGE FLOW
EXISTING
GRADES TO
REMAIN
EXISTING
GRADES TO
REMAIN
EXISTING
GRADES TO
REMAIN
NO BUILDING
ADDITI0NS
PROPOSED
EXTG ADA
SIDEWALK RAMP
TOTAL PROPERTY AREA:
17,208 SQUARE FEET
EXISTING IMPERVIOUS AREA:
17,042 SQUARE FEET
PROPOSED NEW IMPERVIOUS AREA:
17,042 SQUARE FEET
IMPERVIOUS AREA CALCS
FLOODWAY AREA:
FLOODPLAIN KEY
FLOOD FRINGE AREA:
1. PORTIONS OF THIS PROPERTY ARE LOCATED IN THE FEMA
REGULATORY 100- YEAR FLOODWAY AND HIGH RISK FLOOD
FRINGE.
2. ALL DEVELOPMENT WITHIN THE FLOODPLAIN MUST COMPLY WITH
THE FLOODPLAIN REGULATIONS OF CHAPTER 10 OF CITY OF FORT
COLLINS MUNICIPAL CODE.
3. CONSTRUCTION OF RESIDENTIAL STRUCTURES IS NOT ALLOWED IN
THE 100 YEAR FLOODWAY.
4. RESIDENTIAL STRUCTURES ARE ALLOWED IN THE 100 YEAR HIGH
RISK FLOOD FRINGE PROVIDED THEY MEET ALL ELEVATION
REQUIREMENTS OF CHAPTER 10 OF CITY MUNICIPAL CODE.
5. NON-STRUCTURAL DEVELOPMENT (FENCES, DETENTION PONDS,
HARD SURFACE PATHS, FILL, DRIVEWAYS, PARKING AREAS,
VEGETATION, ETC.) IS ALLOWED WITHIN THE 100 YEAR FLOODWAY,
PROVIDED THE DEVELOPMENT WILL NOT CAUSE A RISE IN THE
BASE FLOOD ELEVATION OR A CHANGE TO THE FLOODWAY OR
FLOOD FRINGE BOUNDARIES. NON-STRUCTURAL DEVELOPMENT IS
NOT RESTRICTED IN THE FLOOD FRINGE.
FLOODPLAIN AND FLOODWAY NOTES:
EXISTING 4" SANITARY
SEWER LINE V.I.F.
GREASE INTERCEPTOR RE:
MEP DRAWINGS
GAS METER & SERVICE RE:
MECHANICAL DWGS
UNDERGROUND UTILITY LINE
NE CORNER SECTION 16
FOUND 2.5" ALUMINUM
STAMPED "LS 34174"
(POINT OF BEGINNING)
EXISTING 4" SANITARY
SEWER LINE V.I.F.
Sheet Number:
A102
Description Date
2020/05/27
BROTHERS BBQ
FORT COLLINS
NATHAN HALL
ARCHITECTURE, LLC
nathanwhall@outlook.com
501 S Taft Hill Rd
Fort Collins, CO 80521
PROJECT
DEVELOPMENT
PLAN
PLANTER
DEMO GAS
PUMPS AND
COVER ABOVE
DEMO GAS
PUMP
DEMO
BOLLARDS
DEMO
BOLLARDS
DEMO
BOLLARDS
DEMO CONC.
WALL (T.O.W.
14" ABOVE
GRADE)
135'-3"
EXTG ADA
SIDEWALK RAMP
EXISTING 3/4" WATER
SERVICE V.I.F.
EXISTING 4" SANITARY
SEWER LINE V.I.F.
EXTG GAS
METER (V.I.F.)
UNDERGROUND UTILITY LINE
EXISTING 6" WATER MAIN ON S. TAFT
HILL ROAD
EXISTING 15" SANITARY SEWER MAIN
ON S. TAFT HILL ROAD
EXISTING 8" WATER MAIN ON
MULBERRY ST
NE CORNER SECTION 16
FOUND 2.5" ALUMINUM
STAMPED "LS 34174"
(POINT OF BEGINNING)
Sheet Number:
A101
Description Date
2020/05/27
BROTHERS BBQ
FORT COLLINS
NATHAN HALL
ARCHITECTURE, LLC
nathanwhall@outlook.com
501 S Taft Hill Rd
Fort Collins, CO 80521
PROJECT
DEVELOPMENT
PLAN
REMOVED, SHALL BE PROMPTLY REPLACED IN ACCORDANCE WITH THE
REQUIREMENTS OF THESE PLANS.
8. THE FOLLOWING SEPARATIONS SHALL BE PROVIDED BETWEEN
TREES/SHRUBS AND UTILITIES:
40 FEET BETWEEN CANOPY TREES AND STREET LIGHTS
15 FEET BETWEEN ORNAMENTAL TREES AND STREETLIGHTS
10 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM
SEWER MAIN LINES
6 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM
SEWER SERVICE LINES.
4 FEET BETWEEN SHRUBS AND PUBLIC WATER AND SANITARY AND
STORM SEWER LINES
4 FEET BETWEEN TREES AND GAS LINES
9. ALL STREET TREES SHALL BE PLACED A MINIMUM EIGHT (8) FEET AWAY
FROM THE EDGES OF DRIVEWAYS AND ALLEYS PER LUC 3.2.1(D)(2)(a).
10.PLACEMENT OF ALL LANDSCAPING SHALL BE IN ACCORDANCE WITH
THE SIGHT DISTANCE CRITERIA AS SPECIFIED BY THE CITY OF FORT
COLLINS. NO STRUCTURES OR LANDSCAPE ELEMENTS GREATER THAN 24"
SHALL BE ALLOWED WITHIN THE SIGHT DISTANCE TRIANGLE OR
EASEMENTS WITH THE EXCEPTION OF DECIDUOUS TREES PROVIDED THAT
THE LOWEST BRANCH IS AT LEAST 6' FROM GRADE. ANY FENCES WITHIN
THE SIGHT DISTANCE TRIANGLE OR EASEMENT MUST BE NOT MORE THAN
42" IN HEIGHT AND OF AN OPEN DESIGN.
11.THE FINAL LANDSCAPE PLAN SHALL BE COORDINATED WITH ALL
OTHER FINAL PLAN ELEMENTS SO THAT THE PROPOSED GRADING, STORM
DRAINAGE, AND OTHER DEVELOPMENT IMPROVEMENTS DO NOT CONFLICT
WITH NOR PRECLUDE INSTALLATION AND MAINTENANCE OF LANDSCAPE
ELEMENTS ON THIS PLAN.
12.MINOR CHANGES IN SPECIES AND PLANT LOCATIONS MAY BE MADE
DURING CONSTRUCTION -- AS REQUIRED BY SITE CONDITIONS OR PLANT
AVAILABILITY. OVERALL QUANTITY, QUALITY, AND DESIGN CONCEPT MUST
BE CONSISTENT WITH THE APPROVED PLANS. IN THE EVENT OF CONFLICT
WITH THE QUANTITIES INCLUDED IN THE PLANT LIST, SPECIES AND
QUANTITIES ILLUSTRATED SHALL BE PROVIDED. ALL CHANGES OF PLANT
SPECIES AND LOCATION MUST HAVE WRITTEN APPROVAL BY THE CITY
PRIOR TO INSTALLATION.
13.ALL PLANTING BEDS SHALL BE MULCHED TO A MINIMUM DEPTH OF
THREE INCHES.
GENERAL LANDSCAPE NOTES:
1. ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND
WITHIN ANY NATURAL AREA BUFFER ZONES SHALL REMAIN AND BE
PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL.
2. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE
SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A
QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED
THE DISTURBANCE.
3. ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF
FORT COLLINS FORESTRY STANDARDS. TREE PRUNING AND REMOVAL
SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF
FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE.
4. PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED
AROUND ALL PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE
OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT,
SECURED WITH METAL T- POSTS, NO CLOSER THAN SIX (6) FEET FROM
THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS
GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF
EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE
PROTECTION ZONE.
5. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT
SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE
STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS,
SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL
HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY
PROTECTED TREE OR GROUP OF TREES.
6. NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE
FASTENED TO ANY PROTECTED TREE.
LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND
SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD
RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED OFF,"
RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS
REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY
PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART
AND TYING RIBBON OR ROPE FROM STAKE- TO-STAKE ALONG THE
OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED.
8. THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY
UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6)
INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT
SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF
TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED
FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM
TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART
BELOW:
9. ALL TREE REMOVAL SHOWN SHALL BE COMPLETED OUTSIDE OF THE
SONGBIRD NESTING SEASON (FEB 1 - JULY 31) OR CONDUCT A SURVEY
OF TREES ENSURING NO ACTIVE NESTS IN THE AREA.
TREE PROTECTION NOTES:
1. A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE
ANY TREES OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED,
PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS
INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS
AND OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE
LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS
PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE
SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT IN
REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE
OF OCCUPANCY.
2. CONTACT THE CITY FORESTER TO INSPECT ALL STREET TREE
PLANTINGS AT THE COMPLETION OF EACH PHASE OF THE
DEVELOPMENT. ALL MUST BE INSTALLED AS SHOWN ON THE
LANDSCAPE PLAN. APPROVAL OF STREET TREE PLANTING IS
REQUIRED BEFORE FINAL APPROVAL OF EACH PHASE.
3. STREET LANDSCAPING, INCLUDING STREET TREES, SHALL BE
SELECTED IN ACCORDANCE WITH ALL CITY CODES AND POLICIES.
ALL TREE PRUNING AND REMOVAL WORKS SHALL BE PERFORMED
BY A CITY OF FORT COLLINS LICENSED ARBORS WHERE REQUIRED
BY CODE.STREET TREES SHALL BE SUPPLIED AND PLANTED BY THE
DEVELOPER USING A QUALIFIED LANDSCAPE CONTRACTOR.
4. THE DEVELOPER SHALL REPLACE DEAD OR DYING STREET TREES
AFTER PLANTING UNTIL FINAL MAINTENANCE INSPECTION AND
ACCEPTANCE BY THE CITY OF FORT COLLINS FORESTRY DIVISION.
ALL STREET TREES IN THE PROJECT MUST BE ESTABLISHED, WITH
AN APPROVED SPECIES AND OF ACCEPTABLE CONDITION PRIOR TO
ACCEPTANCE.
5. SUBJECT TO APPROVAL BY THE CITY FORESTER -- STREET TREE
LOCATIONS MAY BE ADJUSTED TO ACCOMMODATE DRIVEWAY
LOCATIONS, UTILITY SEPARATIONS BETWEEN TREES, STREET SIGNS
AND STREET LIGHTS. STREET TREES TO BE CENTERED IN THE
MIDDLE OF THE LOT TO THE EXTENT FEASIBLE. QUANTITIES SHOWN
ON PLAN MUST BE INSTALLED UNLESS A REDUCTION IS APPROVED
BY THE CITY TO MEET SEPARATION STANDARDS.
STREET TREE NOTES:
1. REFER TO FINAL UTILITY PLANS FOR EXACT LOCATIONS AND
CONSTRUCTION INFORMATION FOR STORM DRAINAGE STRUCTURES,
UTILITY MAINS AND SERVICES, PROPOSED TOPOGRAPHY, STREET
IMPROVEMENTS.
2. REFER TO THE SUBDIVISION PLAT AND UTILITY PLANS FOR EXACT
LOCATIONS, AREAS AND DIMENSIONS OF ALL EASEMENTS, LOTS, TRACTS,
STREETS, WALKS AND OTHER SURVEY INFORMATION.
3. THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FINAL
PLANS. AMENDMENTS TO THE PLANS MUST BE REVIEWED AND APPROVED
BY THE CITY PRIOR TO THE IMPLEMENTATION OF ANY CHANGES TO THE
PLANS.
4. ALL ROOFTOP AND GROUND MOUNTED MECHANICAL EQUIPMENT MUST BE
SCREENED FROM VIEW FROM ADJACENT PROPERTY AND PUBLIC STREETS.
IN CASES WHERE BUILDING PARAPETS DO NOT ACCOMPLISH SUFFICIENT
SCREENING, THEN FREE-STANDING SCREEN WALLS MATCHING THE
PREDOMINANT COLOR OF THE BUILDING SHALL BE CONSTRUCTED. OTHER
MINOR EQUIPMENT SUCH AS CONDUIT, METERS AND PLUMBING VENTS
SHALL BE SCREENED OR PAINTED TO MATCH SURROUNDING BUILDING
SURFACES.
5. ALL CONSTRUCTION WITH THIS DEVELOPMENT PLAN MUST BE COMPLETED
IN ONE PHASE UNLESS A PHASING PLAN IS SHOWN WITH THESE PLANS.
6. ALL EXTERIOR LIGHTING PROVIDED SHALL COMPLY WITH THE FOOT-CANDLE
REQUIREMENTS IN SECTION 3.2.4 OF THE LAND USE CODE AND SHALL USE A
CONCEALED, FULLY SHIELDED LIGHT SOURCE WITH SHARP CUT-OFF
CAPABILITY SO AS TO MINIMIZE UP-LIGHT, SPILL LIGHT, GLARE AND
UNNECESSARY DIFFUSION.
7. SIGNAGE AND ADDRESSING ARE NOT PERMITTED WITH THIS PLANNING
DOCUMENT AND MUST BE APPROVED BY SEPARATE CITY PERMIT PRIOR TO
CONSTRUCTION. SIGNS MUST COMPLY WITH CITY SIGN CODE UNLESS A
SPECIFIC VARIANCE IS GRANTED BY THE CITY.
8. FIRE HYDRANTS MUST MEET OR EXCEED POUDRE FIRE AUTHORITY
STANDARDS. ALL BUILDINGS MUST PROVIDE AN APPROVED FIRE
EXTINGUISHING SYSTEM.
9. ALL BIKE RACKS PROVIDED MUST BE PERMANENTLY ANCHORED.
10.ALL SIDEWALKS AND RAMPS MUST CONFORM TO CITY STANDARDS.
ACCESSABLE RAMPS MUST BE PROVIDED AT ALL STREET AND DRIVE
INTERSECTIONS AND AT ALL DESIGNATED ACCESSABLE PARKING SPACES.
ACCESSABLE PARKING SPACES MUST SLOPE NO MORE THAN 1:48 IN ANY
DIRECTION. ALL ACCESSIBLE ROUTES MUST SLOPE NO MORE THAN 1:20 IN
DIRECTION OF TRAVEL AND WITH NO MORE THAN 1:48 CROSS SLOPE.
11.COMMON OPEN SPACE AREAS AND LANDSCAPING WITHIN RIGHT OF
WAYS, STREET MEDIANS, AND TRAFFIC CIRCLES ADJACENT TO COMMON
OPEN SPACE AREAS ARE REQUIRED TO BE MAINTAINED BY THE PROPERTY
OWNER OF THE COMMON AREA. THE PROPERTY OWNER IS RESPONSIBLE
FOR SNOW REMOVAL ON ALL ADJACENT STREET SIDEWALKS AND
SIDEWALKS IN COMMON OPEN SPACE AREAS.
12.DESIGN AND INSTALLATION OF ALL PARKWAY/TREE LAWN AND
MEDIAN AREAS IN THE RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH CITY
STANDARDS. UNLESS OTHERWISE AGREED TO BY THE CITY WITH THE FINAL
PLANS, ALL ONGOING MAINTENANCE OF SUCH AREAS IS THE
RESPONSIBILITY OF THE OWNER/DEVELOPER.
13.THE PROPERTY OWNER FOR EACH RESIDENTIAL LOT IS RESPONSIBLE
FOR SNOW REMOVAL ON ALL STREET SIDEWALKS ADJACENT TO EACH
RESIDENTIAL LOT.
14.PRIVATE CONDITIONS, COVENANTS, AND RESTRICTIONS (CC&R'S), OR
ANY OTHER PRIVATE RESTRICTIVE COVENANT IMPOSED ON LANDOWNERS
WITHIN THE DEVELOPMENT, MAY NOT BE CREATED OR ENFORCED HAVING
THE EFFECT OF PROHIBITING OR LIMITING THE INSTALLATION OF
XERISCAPE LANDSCAPING, SOLAR/PHOTO-VOLTAIC COLLECTORS (IF
MOUNTED FLUSH UPON ANY ESTABLISHED ROOF LINE), CLOTHES LINES (IF
LOCATED IN BACK YARDS), ODOR- CONTROLLED COMPOST BINS, OR WHICH
HAVE THE EFFECT OF REQUIRING THAT A PORTION OF ANY INDIVIDUAL LOT
BE PLANTED IN TURF GRASS.
15.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO
CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS,
DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS
PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS
STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE
OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE
FIRST CERTIFICATE OF OCCUPANCY.
16.FIRE LANE MARKING: A FIRE LANE MARKING PLAN MUST BE REVIEWED
AND APPROVED BY THE FIRE OFFICIAL PRIOR TO THE ISSUANCE OF ANY
CERTIFICATE OF OCCUPANCY. WHERE REQUIRED BY THE FIRE CODE
OFFICIAL, APPROVED SIGNS OR OTHER APPROVED NOTICES THAT INCLUDE
THE WORDS NO PARKING FIRE LANE SHALL BE PROVIDED FOR FIRE
APPARATUS ACCESS ROADS TO IDENTIFY SUCH ROADS OR PROHIBIT THE
OBSTRUCTION THEREOF. THE MEANS BY WHICH FIRE LANES ARE
DESIGNATED SHALL BE MAINTAINED IN A CLEAN AND LEGIBLE CONDITION
AT ALL TIMES AD BE REPLACED OR REPAIRED WHEN NECESSARY TO
PROVIDE ADEQUATE VISIBILITY.
17.PREMISE IDENTIFICATION: AN ADDRESSING PLAN IS REQUIRED TO BE
REVIEWED AND APPROVED BY THE CITY AND POUDRE FIRE AUTHORITY
PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. UNLESS
THE PRIVATE DRIVE IS NAMED, MONUMENT SIGNAGE MAY BE REQUIRED TO
ALLOW WAY-FINDING. ALL BUILDINGS SHALL HAVE ADDRESS NUMBERS,
BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION
THAT IS PLAINLY LEGIBLE, VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY,
AND POSTED WITH A MINIMUM OF SIX-INCH NUMERALS ON A CONTRASTING BACKGROUND.
WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED
FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED
TO IDENTIFY THE STRUCTURE.
GENERAL SITE PLAN NOTES:
TOP OF ROOT
BARRIER 1" ABOVE
FINISH GRADE
4'-0"
TREE GRATE
CURB
18" DEEP LINEAR ROOT BARRIER;
SCARIFY SIDES OF PLANTING PIT
FINISHED GRADE 2"
BELOW PAVEMENT
SCALE: 1/2" = 1'-0"
0'
TREE PLANTING/TREE GRATE SECTION
1' 2' 4'
2
SIDEWALK
1X1X.25" STEEL ANGLE AROUND
ENTIRE PERIMETER OF TREE GRATE
WELD ANGLE TO #4 REBAR
EMBEDDED INTO ADJACENT CURB
AND SIDEWALKS@ 18" C.C.
STEEL TYREE GRATE; POWDER COATED;
PROVIDE KNOCKOUTS TO ACCOMMODATE
FUTURE TREE GROWTH
TOP OF ROOT BALL 4" MIN.
BELOW TREE GRATE; CROWN
1" ABOVE GRADE
EXCAVATE PIT MIN. 3X SIZE OF ROOT BALL; BACKFILL WI 2/3
NATIVE SOIL & 1/3 COMPOST. THOROUGHLY WATER AND LET
SETTLE; COMPACT SOIL BELOW ROOT BACK FOR STABILITY
PROVIDE (2) STAKES PER TREE; TIE GROMMETED
NYLON STRAPS TO STAKE WITH lJl/lRE. WIRE ENDS
SHALL BE BENT BACK TO ELIMINATE BURRS AND
WHITE PVC PIPE ALONG ENTIRE LENGTH OF WIRE
FOR VISUAL ANO SAFETY
SCALE: 1/2" = 1'-0"
0'
BIKE RACK
1' 2' 4'
1
ULINE 3-LOOP WAVE
STYLE BIKE RACK;
5 BIKE CAPACITY
COMPLETELY REMOVE WIRE
CAGE AND/OR TWINE. OPEN
BURLAP AROUND TRUNK. CUT
& REMOVE TOP 1/3 OF BURLAP
SCALE: 1/2" = 1'-0"
0'
TRASH ENCLOSURE
1' 2' 4'
4
6'-0" 2"
CMU
PAINTED
WHITE TO
MATCH
MAIN BLDG
2" CONCRETE
CAP
6'-0" 2"
STEEL
DOORS
PAINTED
CHARCOAL
FRONT ELEVATION SIDE ELEVATION
NOTES:
SLOT WIDTH IS 1/2 " MAXIMUM, MEETS ADA COMPLIANCE.
GRATE CAST FROM GRAY IRON
TREE OPENING SIZE. 12 " OR 20 " (CONFIRM WITH OWNER)
STEEL ANGLE FRAME REQUIRED
FOR INSTALLATION USE MODEL M3622F
OUTER FRAME DIM. IS 3/4" ± 1/8" GREATER THAN GRATE.
IRONSMITH TREE GRATE OR COMPARABLE
STYLE: CONFIRM WITH OWNER
1"
2'-0"
1/2" x 1" x 1/4" THICK GRINDING PADS FOR
LEVELING - TYP. 4 OR MORE PLACES.
9'-0"
SCALE: 1/2" = 1'-0"
0'
ADA COMPLIANT TREE GRATE
1' 2' 4'
3
2'-0"
4'-0"
Sheet Number:
A100
Description Date
2020/05/27
BROTHERS BBQ
FORT COLLINS
NATHAN HALL
ARCHITECTURE, LLC
nathanwhall@outlook.com
501 S Taft Hill Rd
Fort Collins, CO 80521
PROJECT
DEVELOPMENT
PLAN
INTERIOR ELEVATION SYMBOL
HEIGHT INDICATOR
Name
Elevation
WALL SECTION SYMBOL:
UPPER=THE SECTION NUMBER
LOWER=THE SHEET WHERE DRAWN
BUILDING SECTION SYMBOL:
UPPER=THE SECTION NUMBER
LOWER=THE SHEET WHERE DRAWN
1
A101
1
A101
W1
D1 DOOR DESIGNATION
Parcel #9716100048
A TRACT OF LAND SITUATED IN THE NE 1/4 OF SECTION 16, TOWNSHIP 7 NORTH, RANGE 69 WEST OF
THE 6TH P.M., CITY OF FORT COLLINS, LARIMER COUNTY, COLORADO, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NE CORNER OF SAID SECTION 16; THEN S 00 DEGREES 25' E 165.00 FEET ALONG
THE EAST LINE OF SAID NE 1/4; THENCE N 89 DEGREES 35' 30" W 165.00 FEET; THENCE N 00 DEGREES
25' W 165.00 FEET TO A POINT ON THE NORTH LINE OF SAID NE 1/4; THENCE S 89 DEGREES 35' 30" E
165.00 FEET ALONG SAID NORTH LINE TO THE POINT OF BEGINNING; SUBJECT TO COUNTY ROAD
RIGHT OF WAY OVER THE NORTHERLY AND EASTERLY 30 FEET OF SAID TRACT.
EXCEPT THE FOLLOWING (2) DESCRIBED PARCELS:
PARCEL 1
A PARCEL OF LAND SITUATED IN THE NE 1/4 OF SECTION 16, TOWNSHIP 7 NORTH, RANGE 69 WEST
OF THE 6TH P.M., CITY OF FORT COLLINS, LARIMER COUNTY, COLORADO, AND CONSIDERING THE
NORTH LINE OF SAID NE 1/4 AS BEARING N 89 DEGREES 35' 30" W AND WITH ALL BEARINGS
CONTAINED HEREIN RELATIVE THERETO IS CONTAINED WITHIN THE BOUNDARY LINES WHICH BEGIN
AT A POINT WHICH BEARS N 89 DEGREES 35' 30" W 30.00 FEET AND AGAIN S 00 DEGREES 25' E 30.00
FEET FROM THE NE CORNER OF SAID SECTION 16; THENCE N 89 DEGREES 35' 30" W 135.00 FEET;
THENCE S 00 DEGREES 25' E 7.00 FEET; THENCE S 89 DEGREES 35' 30" E 114.80 FEET; THENCE
ALONG THE ARC OF A 20.50 FOOT RADIUS CURVE TO THE RIGHT A DISTANCE OF 31.90 FEET, THE
LONG CHORD OF WHICH BEARS S 45 DEGREES 00' 15" E 28.78 FEET; THENCE N 00 DEGREES 25' W
27.21 FEET TO THE POINT OF BEGINNING.
PARCEL II
BEGINNING AT A POINT WHICH BEARS N 89 DEGREES 35' 31" W 30.00 FEET AND AGAIN S 00 DEGREES
25' E 57.21 FEET, AND AGAIN N 07 DEGREES 28' 30.5' W 5.04 FEET FROM THE NE CORNER OF SECTION
16, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, LARIMER
COUNTY, COLORADO, THENCE S 89 DEGREES 35' 00" W 4.38 FEET; THENCE N 00 DEGREES 24' 30" E
8.28 FEET; THENCE ALONG THE ARC OF THE 20.5 FOOT RADIUS CURVE TO THE RIGHT A DISTANCE OF
9.39 FEET, THE LONG CHORD OF WHICH BEARS S 27 DEGREES 39' 31" E 9.31 FEET TO THE POINT
OF BEGINNING.
PROJECT INFORMATION/ CODE ANALYSIS
5
A401 4
PROJECT DESCRIPTION
This is a request to convert an existing gas station into a barbeque restaurant. The site (parcel #9716100048) is directly west of S. Taft Hill Road and directly south of
W. Mulberry Street. Future access will be taken from S. Taft Hill Road and W. Mulberry Street. The proposal includes 20 existing on site parking spaces. The property
is within the Low Density Mixed Use Neighborhood District (L M N) zone district and is subject to Planning and Zoning Board (Type 2) Review.
DESIGN NARRATIVE
This project will convert an existing gas station into an family BBQ restaurant. The project will not include any building additions.
Streetscape improvements will include widening of the existing sidewalks, reducing the number of driveway curb cuts from four to two, and addition of three street trees.
The gas service pumps and canopy will be removed and additional onsite parking and outdoor dining arreas will be introduced.
The original building was designed as a Frontier Gas Station and historic drawings found are dated from 1957. The design will reestablish much of the original retro 1957
architectural characte of the facade. For example the original two garage service doors will be reintroduced as a primary feature of the building - in the proposed project these
are conceived as two large storefront window systems that look like garage doors. Other features are reintroducing the original gray colored fascia (exposed by removing the red
metal paneling introduced in the 1980s). The building CMU walls will be repainted white to match the original 1957 design. Signage will be introduced to match the lettering of
the original Frontier Gas signage. Foir example: BROTHERS matches the original FRONTIER sign letters, with 8 letters; BBQ matches the original GAS sign letters, with 3 letters.
CATERING and TAKE OUT could take the place of WASHING and LUBRICATION over the garage doors.
The building interior will include a complete remodeling to incule a new food service area, dining room, rest rooms, and commercial kitchen.
Sheet Number:
A001
Description Date
2020/05/27
BROTHERS BBQ
FORT COLLINS
NATHAN HALL
ARCHITECTURE, LLC
nathanwhall@outlook.com
501 S Taft Hill Rd
Fort Collins, CO 80521
PROJECT
DEVELOPMENT
PLAN