HomeMy WebLinkAboutBROTHERS BBQ - FDP200021 - SUBMITTAL DOCUMENTS - ROUND 2 - 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
A001 COVER SHEET & PROJECT INFO
A100 SITE AND LANDSCAPE NOTES /
LANDSCAPE DETAILS
A101 EXISTING SITE PLAN/ SITE DEMO PLAN
A102 SITE PLAN WITH DRAINAGE ARROWS
A103 SITE PLAN AND LANDSCAPE PLAN
A104 & LARIMER COUNTY URBAN AREA
A105 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 E7 ELECTRICAL ENGINEERING
S101 &
S102 STRUCTURAL ENGINEERING
GRAPHIC SYMBOLS
WINDOW DESIGNATION
INTERIOR ELEVATION SYMBOL
HEIGHT INDICATOR
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
PLANTER
155 SF
EXTG METAL
MONUMENT SIGN
HOUSE/BUILDING
FENCE
PROPERTY LINE
E E E E E E E OVERHEAD POWER LINE
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
DEMO WOOD
PLANTER
DEMO GAS
PUMPS (108 sf)
DEMO GAS
PUMP (42 SF)
DEMO BOLLARDS
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
E E E E E E OVERHEAD POWER LINE
E
E E
E
E E
E
SITE PLAN W/ DRAINAGE ARROWS SHOWN
SCALE: 1/10" = 1'-0"
N 1
0' 5' 10' 20'
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. A portion of this property is located in the City regulated, 100 year Canal
Importation floodplain. Any development within the floodplain must comply
with the safety regulations of Chapter 10 of City Municipal Code. The
Developer shall obtain a Floodplain Use Permit from the City of Fort Collins
and pay all applicable floodplain use permit fees prior to commencing any
construction activity (building of structures, grading, fill, detention ponds,
bike paths, parking lots, utilities, landscaped areas, flood control channels,
etc.) within the City of Fort Collins floodplain limits as delineated on the
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 VERICAL CURB @ EXISTING P
UBLIC RIGHT OF WAY ACCESS
RE: LCUASS DETAIL #701 ON SHEET A104 )
28'-2"
(EXISTING CURB)
24'-0"
(EXISTING PUBLIC RIGHT OF WAY ACCESS)
SEE LCUASS DETAILS #706.2 ON
SHEET A104 FOR DRIVEWAY DETAILS
34'-31
2"
(NEW VERICAL CURB @ EXISTING
PUBLIC RIGHT OF WAY ACCESS
24'-10 RE: LCUASS DETAIL #701 ON SHEET A104 )
3
4"
15'-8
3
4"
(NEW CURB @
EXISTING PUBLIC RIGHT
OF WAY ACCESS)
44'-1"
37'-11
4"
10'-3
1
2"
3'-0"
127'-11"
135'-3"
18'-0" STALL
20'-11" DRIVE AISLE
20'-0" DRIVE AISLE 18'-0" STALL
16'-41
2"
(NEW VERICAL CURB @ EXISTING
PUBLIC RIGHT OF WAY ACCESS
RE: LCUASS DETAIL
#701 ON SHEET A104 )
9'-0"
10'-0"
SIDEWALK
56'-0"
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
Sheet Number:
A104
Description Date
2020/11/03
BROTHERS BBQ
FORT COLLINS
NWH
ARCHITECTURE, LLC
nathanwhall@outlook.com
501 S Taft Hill Rd
Fort Collins, CO 80521
FINAL
DEVELOPMENT
PLAN
Sheet Number:
A105
Description Date
2020/11/03
BROTHERS BBQ
FORT COLLINS
NWH
ARCHITECTURE, LLC
nathanwhall@outlook.com
501 S Taft Hill Rd
Fort Collins, CO 80521
FINAL
DEVELOPMENT
PLAN
DEMO CMU WALL FOR
NEW COUNTER
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
EXTG RAMP
EXTG
HEADER
ABOVE
DEMO SHEET METAL MARQUEE ABOVE;
INSPECT EXTG OVERHANG STRUCTURE AND
REPAIR AS NEEDED AT DIRECTION OF
STRUCTURAL ENGINEER
SCALE: 1/4" = 1'-0"
0'
EXISTING PLAN/ DEMO PLAN
2' 4' 8'
1
DEMO EXTG
BEVERAGE
COOLER
DEMO CMU
WALL/NEW
HEADER ABOVE
RE: STRUCTURAL
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
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
8'-83
4"
3'-8"
16'-0"
37 SQ. FT.
4'-91
2"
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"
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"
5'-0"
5'-8"
4'-2" 1'-0" 10'-0"
3'-0"
5'-1"
5'-91
4"
8'-0"
37 SQ. FT.
EXISTING CONCRETE BLOCK WALL
NEW INTERIOR METAL STUD PARTITION
NEW EXTERIOR WALL FURRING AND INSULATION
WALL LEGEND
EXISTING WOOD STUD WALL
30"X42"
DINING
TABLE
30"X42"
DINING
TABLE
30"X42"
DINING
TABLE
30"X42"
DINING
TABLE
30"X42"
DINING
TABLE
30"X42"
DINING
TABLE
30"X42"
DINING
TABLE
30"X42"
DINING
TABLE
30"X42"
DINING
TABLE
Water
Heater
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
37 SQ. FT.
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
SMOKER
UTILITY
SHELF
ABOVE
SMOKER
30"X42"
DINING
TABLE
30"X42"
DINING
TABLE
30"X42"
DINING
TABLE
30"X42"
DINING
TABLE
30"X42"
DINING
TABLE
30"X42"
DINING
TABLE
30"X42"
DINING
TABLE
30"X42"
DINING
TABLE
30"X42"
DINING
TABLE
Water
Heater
30"X42"
DINING
TABLE
30"X42"
DINING
TABLE
30"X42"
DINING
TABLE
30"X42"
DINING
TABLE
30"X24"
DINING
CEILING @ 9'-5 3
4" A.F.F.
CEILING @ 12'-10" A.F.F.
KITCHEN CEILING @ 9'-0" A.F.F.
UNDERSIDE ROOF @ 12'-61
2" A.F.F.
37 SQ. FT.
EXISTING CONCRETE BLOCK WALL
NEW INTERIOR METAL STUD PARTITION
NEW EXTERIOR WALL FURRING AND INSULATION
WALL LEGEND
EXISTING WOOD STUD WALL
HOOD SYSTEM
RE: EQUIP PLAN
EXTG
HEADER
EXTG HEADER
NEW HEADER
OVER COUNTER
RE: STRUCTURAL
HEADERS &
OPENINGS
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
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
2020/11/03
BROTHERS BBQ
FORT COLLINS
NWH
ARCHITECTURE, LLC
nathanwhall@outlook.com
501 S Taft Hill Rd
Fort Collins, CO 80521
FINAL
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
BROTHERS
OUTDOOR
DINING
COUNTER
OUTDOOR
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
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"
W5
9'-4" V.I.F.
15'-7" V.I.F.
11'-4" V.I.F.
CATERING TAKE OUT
CHARCOAL
COMPOSITE
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
EXTG
DOWNSPOUT
EXTG
DOWNSPOUT
CHARCOAL COLOR FASCIA
TO COVER EXTG ROOF FRAMING
AND NEW ROOF DECK INSULATION
EXTG
DOWNSPOUT
EXTG
DOWNSPOUT
EXTG GUTTER
CMU
PAINTED
WHITE
CMU
· 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'
TYP. 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
2020/11/03
BROTHERS BBQ
FORT COLLINS
NWH
ARCHITECTURE, LLC
nathanwhall@outlook.com
501 S Taft Hill Rd
Fort Collins, CO 80521
FINAL
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
2020/11/03
BROTHERS BBQ
FORT COLLINS
NWH
ARCHITECTURE, LLC
nathanwhall@outlook.com
501 S Taft Hill Rd
Fort Collins, CO 80521
FINAL
DEVELOPMENT
PLAN
FLOOR BASE PER FINISH PLAN
FLOOR TILE PER FINISH PLAN
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.
1/4" PER FOOT SLOPE MIN. SPECIFICATIONS
(NOTE: USE 5.5" STUDS ON NORTH KITCHEN WALL ONLY AS INICATED ON PLANS)
PROVIDE 5-1/2"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
(R35); PROVIDE 1" RIGID INSULATION BETWEEN EXTG EXTERIOR WALL AND METAL
STUDS (R5);
TOTAL EXTERIOR WALL R VALUE: 40
EXTG 2X8 ROOF STRUCTURE (V.I.F.)
8" 7
1
8"
2
1
2"
1'-10"
EXTG 8" CMU
SCALE: 1" = 1'-0"
0'
EXTERIOR WALL AND ROOFING DETAIL @
KITCHEN NORTH WALL
6" 1' 2'
6
1/2" PLYWOOD
INSPECT AND REPAIR EXTG ROOF DECK AS NEEDED
FLOOR BASE PER FINISH PLAN
FLOOR TILE PER FINISH PLAN
20 GA METAL
FASCIA PAINTED
CHARCOAL
PROVIDE FRP PANELS IN AREAS
INDICATED PERROOM FINISH
PLAN
PROVIDE FRP PANELS IN AREAS
INDICATED PERROOM FINISH
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
2020/11/03
BROTHERS BBQ
FORT COLLINS
NWH
ARCHITECTURE, LLC
nathanwhall@outlook.com
501 S Taft Hill Rd
Fort Collins, CO 80521
FINAL
DEVELOPMENT
PLAN
PAINTED
WHITE
15'-7" V.I.F.
CHARCOAL
COMPOSITE
WD FENCE @
DINING PATIO
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
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.
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
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
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:
A302
Description Date
2020/11/03
BROTHERS BBQ
FORT COLLINS
NWH
ARCHITECTURE, LLC
nathanwhall@outlook.com
501 S Taft Hill Rd
Fort Collins, CO 80521
FINAL
DEVELOPMENT
PLAN
WD FENCE @
DINING PATIO
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
FRONTIER SIGN
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
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
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
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:
A301
Description Date
2020/11/03
BROTHERS BBQ
FORT COLLINS
NWH
ARCHITECTURE, LLC
nathanwhall@outlook.com
501 S Taft Hill Rd
Fort Collins, CO 80521
FINAL
DEVELOPMENT
PLAN
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
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.
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
WALK-IN COOLER
111
125 SQ. FT.
DINING PATIO
113
426 SQ. FT.
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
2020/11/03
BROTHERS BBQ
FORT COLLINS
NWH
ARCHITECTURE, LLC
nathanwhall@outlook.com
501 S Taft Hill Rd
Fort Collins, CO 80521
FINAL
DEVELOPMENT
PLAN
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
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 & Food Tray Shelf 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 - ADA Confirm w/ Owner
36 2 Confirm w/ Owner
Towels & Waste (Recessed) Borbrick B-3934
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
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
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
Water
Meter
41
WALL MOUNTED
TOILET & GRAB
BARS (ADA)
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.
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
WALK-IN COOLER
111
125 SQ. FT.
DINING PATIO
113
126 SQ. FT.
426 SQ. FT.
229 SQ. FT.
583 SQ. FT.
Sheet Number:
A203
Description Date
2020/11/03
BROTHERS BBQ
FORT COLLINS
NWH
ARCHITECTURE, LLC
nathanwhall@outlook.com
501 S Taft Hill Rd
Fort Collins, CO 80521
FINAL
DEVELOPMENT
PLAN
60"X72"
BOOTH
60"X72"
BOOTH
30"X24"
DINING
TABLE
30"X42"
DINING
TABLE
30"X24"
DINING
TABLE
HAND SINK
2436 D
x5
EXIT
EXIT
EXIT
NEW LOW WALL (HEIGHT AS NOTED)
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
6
A401
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.
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
WALK-IN COOLER
111
125 SQ. FT.
DINING PATIO
113
126 SQ. FT.
426 SQ. FT.
229 SQ. FT.
583 SQ. FT.
SCALE: 1/4" = 1'-0"
0'
N
FINISH AND FURNITURE PLAN
2' 4' 8'
1
EXTENT OF EXTG
CONCRETE
EXTG CURB
DOOR
INFILL
EXTG
DOOR
NEW DOOR
IN EXTG
OPENING
EXTG OVERHEAD
DOOR
INFILL EXTG
OVERHEAD
DOOR
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
COMPOSITE
WOOD
FENCE
NEW HEADER
OVER COUNTER
RE: STRUCTURAL
EXTG 3" Ø
STEEL POST
SEE SITE PLAN
FOR PARKING
AND RAMP
ACCESS
EXTENT OF EXTG
CONCRETE CURB
36"X72"
RAMP
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
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
LOW WALL
48" A.F.F.
PROVIDE LOW-E ALUM. 10'X10'
STOREFRONT WINDOW AND DOOR
SYSTEM TO REPLICATE HISTORIC
GARAGE DOOR AESTHETIC; SEE
WINDOW DETAILS RE: SHEET A402
PROVIDE NEW CONC. AT
PATIO SLOPED TO DRAIN
INFILL EXTG WINDOW
ABOVE
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
TRASH &
FOOD
TRAYS
TRASH &
FOOD
TRAYS
LOW WALL
48" A.F.F.
PASS SHELF @
48" A.F.F.
EXTG
HEADER
ABOVE
COUNTER
36" A.F.F.
COUNTER 36" A.F.F. W/
SHELVING AND RETAIL
DISPLAY UNDERNEATH
NEW GAS METER&SERVICE
RE: MECHANICAL DWGS
5 1/2" STUDS THIS SECTION
ONLY (RE: 6/A401)
36"X72"
RAMP
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
2020/11/03
BROTHERS BBQ
FORT COLLINS
NWH
ARCHITECTURE, LLC
nathanwhall@outlook.com
501 S Taft Hill Rd
Fort Collins, CO 80521
FINAL
DEVELOPMENT
PLAN
7'-0" 7'-0"
4'-111
4"
7'-6"
Water
Heater
3'-0"
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
3'-2
1
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
6
A401
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.
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
WALK-IN COOLER
111
125 SQ. FT.
DINING PATIO
113
126 SQ. FT.
426 SQ. FT.
229 SQ. FT.
583 SQ. FT.
Sheet Number:
A201
Description Date
2020/11/03
BROTHERS BBQ
FORT COLLINS
NWH
ARCHITECTURE, LLC
nathanwhall@outlook.com
501 S Taft Hill Rd
Fort Collins, CO 80521
FINAL
DEVELOPMENT
PLAN
SYSTEM RE: FLOOR PLAN
EXTG 3" Ø
STEEL POST
EXTG 3" Ø
STEEL POST
EXTG 3" Ø
STEEL POST
DEMO CMU WALL/NEW
HEADER ABOVE RE:
STRUCTURAL
Sheet Number:
A200
Description Date
2020/11/03
BROTHERS BBQ
FORT COLLINS
NWH
ARCHITECTURE, LLC
nathanwhall@outlook.com
501 S Taft Hill Rd
Fort Collins, CO 80521
FINAL
DEVELOPMENT
PLAN
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.
12'-6"
16'-0"
FEATHER REED
GRASS ('KARL
FOERSTER') @ 30"
O.C.
41'-31
2"
40'-0" 30'-0"
40'-0"
PROVIDE TEXAS RED OAK TREE PER
NEW TREE SCHEDULE
EXTG OFFSITE TREES
IN ADJOINING
PROPERTY TO
REMAIN
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
E E OVERHEAD POWER
E
E E
E
E E E E E E E
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 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: REMOVE
TREES TO BE
REMOVED
TREES TO
R REMAIN
PROPOSED
N NEW TREE
M
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 Schedule
Qty Scientific Name Caliper Notes
3 Quercus Buckleyi 2" Balled and burlapped
New Plant List
Qty Container Notes
14 Calamagrostis Acutiflora 1 Gallon Plant 30" O.C.
Item
N, M
Item
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
9'-0"
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
A104 AND A105 FOR STANDARD DETAILS
EMERGENCY ACCESS EASEMENT (EAE)
SEE LCUASS DETAILS #1418 & #1419
ON SHEET A104 FOR SIGN TYPE,
PLACEMENT, AND SPACING.
APPROPRIATE DIRECTIONAL ARROWS
REQUIRED ON ALL SIGNS
FIRE LANE NO PARKING
SIGN WITH ARROW
POINTING EAST
ELECTRICAL METER &
SERVICE RE:
ELECTIRCAL
ENGINEERING DWGS
69'-9"
(FIRE LANE EXTENDS FROM TAFT HILL RD. TO EAST FACE OF BUILDING)
6'-8"
(6'-0" MIN.)
R23'-7
3
4
" (EXTG)
LIMIT OF EMERGENCY
ACCESS EASEMENT
10'-0" ONSITE
UTILITY EASEMENT
FOR POWER AND
LIGHT
20'-0" EMERGENCY ACCESS EASEMENT
MAINTAIN MIN. 20' CLEAR W/ MIN. 14'
CLEARANCE ABOVE
15'-0" UTILITY
EASEMENT
15'-0" UTILITY
EASEMENT
5'-0"
11'-0"
22'-0"
R14'-0"
(NEW ROW)
3 PHASE PAD MOUNT
ELECTRICAL TRANSFORMER W/
BOLLARDS @ NE & SE CORNER
UNDERGROUND ELECT.
SERVICE
PROVIDE KENTUCKY COFFEETREE
'EXPRESSO' PER NEW TREE SCHEDULE;
PROVIDE AUTOMATIC DRIP IRRIGATION
FOR TREE (RE: DETAIL 5/A100); PROVIDE
WEED BARRIER AND 3" THICK LAYER OF
3/4" BLACK GRANITE ROCK
PROPOSED NEW
TREE
M (MITIGATION TREE)
M
TREE LEGEND
FR FR FR FR FR FR FR FR FR FR FR FR FR FR
PROVIDE TEXAS RED OAK TREE PER
NEW TREE SCHEDULE
3'-0"
PROVIDE TEXAS RED OAK TREE PER
NEW TREE SCHEDULE
9'-8"
N
N
7'-0"
1'-6"
(TYP.)
1'-0"
(TYP.)
7'-0"
1'-6"
(TYP.)
1'-0"
(TYP.)
PROVIDE 'SHADEMASTER' HONEYLOCUST
TREE IN 5'X5' PLNTING BED PER NEW TREE
SCHEDULE; PROVIDE AUTOMATIC DRIP
IRRIGATION FOR TREE (RE: DETAIL 5/A100);
PROVIDE WEED BARRIER AND 3" THICK
LAYER OF 3/4" BLACK GRANITE ROCK
PROVIDE AUTOMATIC DRIP IRRIGATION FOR
TREE (RE: DETAIL 5/A100); PROVIDE WEED
BARRIER AND 3" THICK LAYER OF 3/4" BLACK
GRANITE ROCK
8'-0"
SIDEWALK
1'-6"
R14'-0"
N 1 Gleditsia triacanthos var. inermis Shademaster Honeylocust 2" Balled and burlapped
PROVIDE KENTUCKY
COFFEETREE 'EXPRESSO' PER
NEW TREE SCHEDULE
JB 26 Imperata Cylindrica 'Red Baron' Japanese Blood Grass Plant 36" O.C.
JB JB JB JB JB
JB JB JB
JB
JB
JB
JB
JB
JB
JB JB JB
JB JB JB JB
JB
JB
JB
JB
JB JB
N 2 Gymnocladus dioicus 'Espresso' Kentucky Coffeetree ‘Espresso’ 2" Balled and burlapped
Max. Ht.
60"
24"
New Tree Irrigation Notes:
· PROVIDE INLINE DRIP PIPE ASSEMBLY FOR TREES (SEE DETAIL 5/A100)
· IRRIGATION LINE SLEEVES ARE REQUIRED TO ALL NEW LANDSCAPED AREAS. THESE SLEVES SHOULD ALSO EXTEND
TO THE SOUTHERN EDGE OF THE PROPERTY (IF THE EXTG TREES THERE NEED TO BE IRRIGATED AT SOME POINT AND
FUTURE ACTIVE IRRIGATION IS NEEDED
PROVIDE DRIP IRRIGATED
PLANTING BED; PROVIDE
WEED BARRIER AND 3"
THICK LAYER OF 3/4"
BLACK GRANITE ROCK
JAPANESE BLOOD
GRASS
@ 36" O.C.
1 Gallon
X X X X X X X X X X X X
X X
X
X X
X
X X X
X
X X
X
X X X
X
X X
X
X X X
X
X X
X
X X X
X
X X
X
X X X
X
X X
X
X X X
X
X X
X
X X X
X
X X
X
X X X
X
X X X X X X
X
X X X X X X
X
X X X X X X
X
X X X X X X
X
X X X X X X
X
X X X
X X X
X
X X X X X
2'-0"
5'-0"
PLANTING
STRIP
PROVIDE WEED BARRIER AND 3" THICK
LAYER OF 3/4" BLACK GRANITE ROCK
@ 5' STRIP ON S. PROP.LINE EXTENDING
FROM SIDEWALK TO FACE OF BLG.
EXISTING CURB STOP
(CITY WATER VALVE)
SEE CITY OF FORT COLLINS DETAIL:
"STANDARD INTERIOR SETTING FOR WATER
METERS' (DRAWING 14/SHEET A105)
26'-0"
(EXISTING PUBLIC RIGHT OF WAY ACCESS)
SEE LCUASS DETAILS #706.2 ON SHEET A104
FOR DRIVEWAY DETAILS
EXTG METAL
MONUMENT SIGN
EXTG COMPRESSED
AIR DISPENSER (V.I.F.)
NEW
DOORS
36"X72"
RAMP
ULINE 3-LOOP WAVE
STYLE BIKE RACK;
5 BIKE CAPACITY RE:
1/A100
20'-8"
132" VAN ACCESSIBLE PARKING
SPACE W/ PARKING SPACE
IDENTIFICATION SIGN MOUNTED
60 INCHES ABOVE THE GROUND
SURFACE (SEE LCUASS DETAIL
1407 ON SHEET A104)
60" ACCESS AISLE
36"X72"
RAMP
36"X72"
RAMP
COMPOSITE WOOD
BENCH INTEGRATED W/
AUTOMATIC DRIP
IRRIGATED PLANTER
(PLANTER 36" ABOVE
PATIO SLAB)
PROVIDE 4' X 8' TREE GRATE RE:
DETAILS 2 & 3 SHEET A100
PROVIDE 4' X 8' TREE GRATE RE:
DETAILS 2 & 3 SHEET A100
ROOF
OVERHANG
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 RIGHT-OF-WAY LINE
PROPOSED RIGHT-OF-WAY
LINE / EXTENT OF SIDEWALK
EXTG LIGHT
POLE TO
REMAIN
SEE LCUASS DETAILS
#1601,#1602 & #2501 ON
SHEET A105 FOR SIDEWALK
DETAILS
FIRE LANE NO
PARKING SIGN WITH
ARROWS POINTING
EAST AND WEST
8" CMU TRASH
ENCLOSURE RE: 4/A100
NEW BOLLARD @
TRASH ENCLOSURE
10' SIDEWALK
EXTENDS TO PROP.
LINE
EXTEND WIDTH OF EXTG
4' SIDEWALK TO NEW
VERTICAL CURB WITH 2%
MAXIMUM SLOPE
NEW VERTICAL CURB RE:
LCUASS DETAIL #701 ON
SHEET A104
NEW VERTICAL CURB RE:
LCUASS DETAIL #701 ON
SHEET A104
EXTENT OF FLOODWAY
AREA (SEE SHEET A102)
EXTG LOW
CONCRETE WALL
NEW CURB SEPARATING SIDEWALK
FROM THE DRIVE PAVING. PROVIDE
INTERMITTENT OPENINGS 10' O.C. FOR
DRAINAGE W/ ENDS OF EACH
OPENING SEGMENT SLOPED AT 45°
SOUTH DINING PATIO
NORTH DINING PATIO
PROVIDE 4' X 8' TREE GRATE RE:
DETAILS 2 & 3 SHEET A100
EXTG RIGHT-OF-WAY LINE
PROPOSED RIGHT-OF-WAY LINE
/ EXTENT OF SIDEWALK
NEW PAINTED PEDESTRIAN WALK
SEE LCUASS DETAILS #1601,#1602
& #2501 ON SHEET A105 FOR
SIDEWALK DETAILS
NEW PAINTED
PEDESTRIAN
WALK
EXTG RIGHT-OF-WAY LINE
PROPOSED RIGHT-OF-WAY LINE
/ EXTENT OF SIDEWALK
EXTG LIGHT POLE TO
REMAIN
RESURFACE AND RESEAL THE TOP LAYER OF ALL
EXTG ASPHALT ON NORTH AND EAST SIDES OF THE
BUILDING (AS INDICATED ON SHEET A101) TO
ACHIEVE A LEVEL AND SMOOTH SURFACE.
MAINTAIN ALL EXISTING GRADES AND DO NOT
DISTURB SUB-GRADE.
NE CORNER SECTION 16
FOUND 2.5" ALUMINUM
STAMPED "LS 34174"
(POINT OF BEGINNING)
EXTG ADA
SIDEWALK RAMP
ASPHALT IMPROVEMENTS
EXTENT OF FLOOD
FRINGE AREA (SEE
SHEET A102)
EXTG LIGHT
POLE TO
REMAIN
NEW 6' WOOD FENCE
EXTG TRAFFIC SIGNAL POLE; MATCH
ELEVATION OF NEW SIDEWALK WITH EXTG
SIGNAL POLE PAD AND MAINTAIN ADA
COMPLIANT GRADES ON EXISTING 4''
SIDEWALK TO THE WEST OF THE POLE
(SEE DETAIL 5/A100)
FOUND NO. 4 REBAR WITH YELLOW
PLASTIC CAP STAMPED "PLS 15278"
HI-VUE LLC
PARCEL
#9716100018
ADJACENT PROPERTY:
RICHARD
BURCHAM
PARCEL
#9716129001
FOUND NO. 4
REBAR
FOUND RR SPIKE
FOUND NO. 4 REBAR
FOUND NO. 4 REBAR
WATER METER
ANTENNA (SEE SHEET
E4 & WATER DETAIL
14/SHEET A105)
FENCE TERMINATES 2'
TO WEST OF SIDEWALK
Sheet Number:
A103
Description Date
2020/11/03
BROTHERS BBQ
FORT COLLINS
NWH
ARCHITECTURE, LLC
nathanwhall@outlook.com
501 S Taft Hill Rd
Fort Collins, CO 80521
FINAL
DEVELOPMENT
PLAN
Final Development Plan Documents for this Development.
2. Per section 10 45 of City Code, any construction activities, nonstructural
development (curb cuts, driveways, sidewalks, vegetation, etc.) in the
regulatory floodway must be preceded by a No Rise Certification, which
must be prepared by a professional engineer licensed in the State of
Colorado.
FLOODPLAIN AND FLOODWAY NOTES:
UNDERGROUND UTILITY LINE
EXTG DRAINAGE FLOW
EXISTING
GRADES TO
REMAIN
EXTG DRAINAGE FLOW
EXTG DRAINAGE FLOW
EXTG DRAINAGE FLOW
EXISTING
GRADES TO
REMAIN
EXTG DRAINAGE FLOW
EXTG DRAINAGE FLOW
X X X X X X X X X X X X
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.
PROPERTY AREA:
17,208 SQUARE FEET, 0.395 ACRES
32'-31
2"
(NEW VERICAL CURB @ EXISTING P
UBLIC RIGHT OF WAY ACCESS
RE: LCUASS DETAIL #701 ON SHEET A104 )
28'-2"
(EXISTING CURB)
24'-0"
(EXISTING PUBLIC RIGHT OF WAY ACCESS)
SEE LCUASS DETAILS #706.2 ON
SHEET A104 FOR DRIVEWAY DETAILS
34'-31
2"
(NEW VERICAL CURB @ EXISTING
PUBLIC RIGHT OF WAY ACCESS
24'-10 RE: LCUASS DETAIL #701 ON SHEET A104 )
3
4"
15'-8
3
4"
(NEW CURB @
EXISTING PUBLIC RIGHT
OF WAY ACCESS)
44'-1"
37'-11
4"
10'-3
1
2"
3'-0"
127'-11"
135'-3"
20'-11" DRIVE AISLE
16'-41
2"
(NEW VERICAL CURB @ EXISTING
PUBLIC RIGHT OF WAY ACCESS
RE: LCUASS DETAIL
#701 ON SHEET A104 )
9'-0"
10'-0"
SIDEWALK
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.
12'-6"
16'-0" 41'-3
1
2"
40'-0" 30'-0"
40'-0"
ADJACENT PROPERTY:
GREASE
INTERCEPTOR
RE: MEP
DRAWINGS
GAS METER &
SERVICE RE:
MECHANICAL DWGS
9'-0"
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
A104 AND A105 FOR STANDARD DETAILS
EMERGENCY ACCESS EASEMENT (EAE)
SEE LCUASS DETAILS #1418 & #1419
ON SHEET A104 FOR SIGN TYPE,
PLACEMENT, AND SPACING.
APPROPRIATE DIRECTIONAL ARROWS
REQUIRED ON ALL SIGNS
FIRE LANE NO PARKING
SIGN WITH ARROW
POINTING EAST
ELECTRICAL METER &
SERVICE RE:
ELECTIRCAL
ENGINEERING DWGS
69'-9"
(FIRE LANE EXTENDS FROM TAFT HILL RD. TO EAST FACE OF BUILDING)
6'-8"
(6'-0" MIN.)
R23'-7
3
4
" (EXTG)
LIMIT OF EMERGENCY
ACCESS EASEMENT
10'-0" ONSITE
UTILITY EASEMENT
FOR POWER AND
LIGHT
20'-0" EMERGENCY ACCESS EASEMENT
MAINTAIN MIN. 20' CLEAR W/ MIN. 14'
CLEARANCE ABOVE
15'-0" UTILITY
EASEMENT
15'-0" UTILITY
EASEMENT
5'-0"
11'-0"
22'-0"
R14'-0"
(NEW ROW)
3 PHASE PAD MOUNT
ELECTRICAL TRANSFORMER W/
BOLLARDS @ NE & SE CORNER
UNDERGROUND ELECT.
SERVICE
FR FR FR FR FR FR FR FR FR FR FR FR FR FR
3'-0"
9'-8"
7'-0"
1'-6"
(TYP.)
1'-0"
(TYP.)
7'-0"
1'-6"
(TYP.)
1'-0"
(TYP.)
8'-0"
SIDEWALK
1'-6"
R14'-0"
JB JB JB JB JB
JB JB JB
JB
JB
JB
JB
JB
JB
JB JB JB
JB JB JB JB
JB
JB
JB
JB
JB JB
X X
X
X X X X X X
X
X X X X X X
X
X X X X X X
X
X X X X X X
X
X X X
X
X X
X
X X X
X
X X
X
X X X
X
X X
X
X X X
X
X X
X
X X X
X
X X
X
X X X
X
X X
X
X X X
X
X X
X
X X X
X
X X
X
X X X
X
X X
X
X X X
X
X X
X
X X X
X
X
2'-0"
5'-0"
PLANTING
STRIP
EXISTING CURB STOP
(CITY WATER VALVE)
SEE CITY OF FORT COLLINS DETAIL:
"STANDARD INTERIOR SETTING FOR WATER
METERS' (DRAWING 14/SHEET A105)
26'-0"
(EXISTING PUBLIC RIGHT OF WAY ACCESS)
SEE LCUASS DETAILS #706.2 ON SHEET A104
FOR DRIVEWAY DETAILS
EXTG METAL
MONUMENT SIGN
EXTG COMPRESSED
AIR DISPENSER (V.I.F.)
NEW
DOORS
ULINE 3-LOOP WAVE
STYLE BIKE RACK;
5 BIKE CAPACITY RE:
1/A100
20'-8"
132" VAN ACCESSIBLE PARKING
SPACE W/ PARKING SPACE
IDENTIFICATION SIGN MOUNTED
60 INCHES ABOVE THE GROUND
SURFACE (SEE LCUASS DETAIL
1407 ON SHEET A104)
60" ACCESS AISLE
36"X72"
RAMP
36"X72"
RAMP
COMPOSITE WOOD
BENCH INTEGRATED W/
AUTOMATIC DRIP
IRRIGATED PLANTER
(PLANTER 36" ABOVE
PATIO SLAB)
PROVIDE 4' X 8' TREE GRATE RE:
DETAILS 2 & 3 SHEET A100
PROVIDE 4' X 8' TREE GRATE RE:
DETAILS 2 & 3 SHEET A100
ROOF
OVERHANG
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 RIGHT-OF-WAY LINE
PROPOSED RIGHT-OF-WAY
LINE / EXTENT OF SIDEWALK
EXTG LIGHT
POLE TO
REMAIN
SEE LCUASS DETAILS
#1601,#1602 & #2501 ON
SHEET A105 FOR SIDEWALK
DETAILS
FIRE LANE NO
PARKING SIGN WITH
ARROWS POINTING
EAST AND WEST
8" CMU TRASH
ENCLOSURE RE: 4/A100
NEW BOLLARD @
TRASH ENCLOSURE
10' SIDEWALK
EXTENDS TO PROP.
LINE
EXTEND WIDTH OF EXTG
4' SIDEWALK TO NEW
VERTICAL CURB WITH 2%
MAXIMUM SLOPE
NEW VERTICAL CURB RE:
LCUASS DETAIL #701 ON
SHEET A104
NEW VERTICAL CURB RE:
LCUASS DETAIL #701 ON
SHEET A104
EXTENT OF FLOODWAY
AREA (SEE SHEET A102)
EXTG LOW
CONCRETE WALL
NEW CURB SEPARATING SIDEWALK
FROM THE DRIVE PAVING. PROVIDE
INTERMITTENT OPENINGS 10' O.C. FOR
DRAINAGE W/ ENDS OF EACH
OPENING SEGMENT SLOPED AT 45°
SOUTH DINING PATIO
NORTH DINING PATIO
PROVIDE 4' X 8' TREE GRATE RE:
DETAILS 2 & 3 SHEET A100
EXTG RIGHT-OF-WAY LINE
PROPOSED RIGHT-OF-WAY LINE
/ EXTENT OF SIDEWALK
NEW PAINTED PEDESTRIAN WALK
SEE LCUASS DETAILS #1601,#1602
& #2501 ON SHEET A105 FOR
SIDEWALK DETAILS
NEW PAINTED
PEDESTRIAN WALK
EXTG RIGHT-OF-WAY LINE
PROPOSED RIGHT-OF-WAY LINE
/ EXTENT OF SIDEWALK
EXTG LIGHT POLE TO
REMAIN
RESURFACE AND RESEAL THE TOP LAYER OF ALL
EXTG ASPHALT ON NORTH AND EAST SIDES OF THE
BUILDING (AS INDICATED ON SHEET A101) TO
ACHIEVE A LEVEL AND SMOOTH SURFACE.
MAINTAIN ALL EXISTING GRADES AND DO NOT
DISTURB SUB-GRADE.
NE CORNER SECTION 16
FOUND 2.5" ALUMINUM
STAMPED "LS 34174"
(POINT OF BEGINNING)
EXTG ADA
SIDEWALK RAMP
ASPHALT IMPROVEMENTS
EXTENT OF FLOOD
FRINGE AREA (SEE
SHEET A102)
EXTG LIGHT
POLE TO
REMAIN
NEW 6' WOOD FENCE
EXTG TRAFFIC SIGNAL POLE; MATCH
ELEVATION OF NEW SIDEWALK WITH EXTG
SIGNAL POLE PAD AND MAINTAIN ADA
COMPLIANT GRADES ON EXISTING 4''
SIDEWALK TO THE WEST OF THE POLE
(SEE DETAIL 5/A100)
FOUND NO. 4 REBAR WITH YELLOW
PLASTIC CAP STAMPED "PLS 15278"
HI-VUE LLC
PARCEL
#9716100018
ADJACENT PROPERTY:
RICHARD
BURCHAM
PARCEL
#9716129001
FOUND NO. 4
REBAR
FOUND RR SPIKE
FOUND NO. 4 REBAR
FOUND NO. 4 REBAR
WATER METER
ANTENNA (SEE SHEET
E4 & WATER DETAIL
14/SHEET A105)
18'-0" STALL 20'-0" DRIVE AISLE 18'-0" STALL
56'-0"
EXISTING
GRADES TO
REMAIN
EXISTING
GRADES TO
REMAIN
36"X72"
RAMP
FENCE TERMINATES 2'
TO WEST OF SIDEWALK
Sheet Number:
A102
Description Date
2020/11/03
BROTHERS BBQ
FORT COLLINS
NWH
ARCHITECTURE, LLC
nathanwhall@outlook.com
501 S Taft Hill Rd
Fort Collins, CO 80521
FINAL
DEVELOPMENT
PLAN
DEMO
BOLLARDS
DEMO
BOLLARDS
DEMO CONC.
WALL (T.O.W. 14"
ABOVE GRADE)
135'-3"
EXTG ADA
SIDEWALK RAMP
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)
REMOVE 16'-41
2" LENGTH OF
EXISTING DRIVE ACCESS
INCLUDING SIDEWALK AND
GUTTER PAN; PREP FOR NEW
VERTICAL CURB & SIDEWALK
(75 SF)
REMOVE 34'-31
2" LENGTH OF EXISTING DRIVE
ACCESS INCLUDING SIDEWALK AND GUTTER
PAN; PREP FOR NEW VERTICAL CURB &
SIDEWALK (159 SF)
REMOVE 32'-31
2" LENGTH OF EXISTING DRIVE
ACCESS INCLUDING SIDEWALK AND GUTTER
PAN; PREP FOR NEW VERTICAL CURB &
SIDEWALK (171 SF)
REMOVE 15'-83
4 " LENGTH OF
EXISTING DRIVE ACCESS
INCLUDING SIDEWALK AND
GUTTER PAN; PREP FOR NEW
VERTICAL CURB & SIDEWALK
(80 SF)
EXTG ELECT. SERVICE
SINGLE PHASE PAD MOUNT
ELECTRICAL TRANSFORMER TO
BE REPLACED (SEE SHEET A103)
DEMO PHONE BOOTH
AND NEWSPAPER STANDS
DEMO GAS
PUMP COVER
ABOVE
DEMO ASPHALT ADJACENT TO
MULBERRY STREET IN PREP FOR NEW
WIDENED SIDEWALK (462 SF)
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 RIGHT-OF-WAY LINE
EXTG RIGHT-OF-WAY LINE
DEMO LOW CONC.
PLANTER WALL
DEMO ASPHALT IN
PREP FOR NEW
PLANTER (95 SF)
EXTG RIGHT-OF-WAY LINE
EXTENT OF FLOOD
FRINGE AREA (SEE
SHEET A102)
EXTENT OF FLOODWAY
AREA (SEE SHEET A102)
DEMO ASPHALT IN
PREP FOR NEW
PLANTER (172 SF)
DEMO ASPHALT IN
PREP FOR NEW
PLANTER (135 SF)
DEMO ASPHALT IN PREP
FOR NEW DINING PATIO
(591 SF)
DEMO
BOLLARD
EXTG RIGHT-OF-WAY LINE
EXTG RIGHT-OF-WAY LINE
DEMO ASPHALT AND VERTICAL CURB
AT NE CORNER IN PREP FOR NEW
WIDENED SIDEWALK (99 SF)
DEMO ASPHALT ADJACENT TO TAFT
HILL RD. IN PREP FOR NEW WIDENED
SIDEWALK (578 SF)
PROPERTY AREA:
17,208 SQUARE FEET, 0.395 ACRES
TOTAL COMBINED AREAS (INCLUDING THOSE AREAS
TO BE RESURFACED AND THOSE AREAS TO BE
COMPLETELY REMOVED AND REPLACED
RESURFACE AND RESEAL THE TOP LAYER OF ALL
EXTG ASPHALT ON NORTH AND EAST SIDES OF THE
BUILDING TO ACHIEVE A LEVEL AND SMOOTH
SURFACE. MAINTAIN ALL EXISTING GRADES AND
DO NOT DISTURB SUB-GRADE.
EXTG ASPHALT TO
REMAIN AT WEST SIDE
OF BUILDING
EXTG UNPAVED AREA
EXTG ASPHALT TO
REMAIN AT SOUTH SIDE
OF BUILDING
SITE PAVEMENT
PREPERATION LEGEND
AREAS REQUIRING RESURFACING AND RESEAL THE
TOP LAYER OF ASPHALT (NO DISTURBANCE OF
SUB-GRADE)
AREAS REQUIRING COMPLETE REMOVAL OF
ASPHAL AND PREPARATION FOR NEW CONCRETE
WORK OR LANDSCAPING
9,817 SF
EXISTING 3/4"
WATER SERVICE
V.I.F.
DEMO EXTG
FENCE
X X X X X X X X X X X X
X X
X
X X X X X X
X
X X X X X X
X
X X X X X X
X
X X X X
X
X
X
X X X X
X
X
X
X X X X
X
X
X
X X X X
X
X X X X X X
X
X X X X X X
X
X X X X X X
X
X X X X
X X
X
X X X X X X
X
X X X X X X
X
X X X X X X
X
X X X X X X
X
X X X X X
EXISTING CURB STOP
(CITY WATER VALVE)
FOUND RR SPIKE
FOUND NO. 4 REBAR
FOUND NO. 4 REBAR WITH YELLOW
PLASTIC CAP STAMPED "PLS 15278"
FOUND NO. 4 REBAR
ADJACENT PROPERTY:
HI-VUE LLC
PARCEL
#9716100018
ADJACENT PROPERTY:
RICHARD
BURCHAM
PARCEL
#9716129001
RESURFACE AND RESEAL THE TOP LAYER OF ALL
EXTG ASPHALT ON NORTH AND EAST SIDES OF THE
BUILDING (AS INDICATED BY HATCHING) TO
ACHIEVE A LEVEL AND SMOOTH SURFACE.
MAINTAIN ALL EXISTING GRADES AND DO NOT
DISTURB SUB-GRADE.
ASPHALT IMPROVEMENTS
THE CONTRACTOR MUST MAINTAIN GOOD HOUSEKEEPING
PRACTICES AT ALL TIMES DURING SITE CONSTRUCTION. THE SITE
IS TO BE SWEPT AND MAINTAINED REGULARLY TO PREVENT DIRT,
SAW CUTTINGS, CONCRETE WASH, TRASH, DEBRIS, LANDSCAPE
MATERIALS OR OTHER POLLUTANTS FROM LEAVING THE SITE
AND ENTERING THE STORM DRAIN SYSTEM AT ALL TIMES DURING
SITE CONSTRUCTION, IN ACCORDANCE WITH FC MUNICIPAL
CODE SECTION 26 498.
EROSION CONTROL NOTE
Sheet Number:
A101
Description Date
2020/11/03
BROTHERS BBQ
FORT COLLINS
NWH
ARCHITECTURE, LLC
nathanwhall@outlook.com
501 S Taft Hill Rd
Fort Collins, CO 80521
FINAL
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 GRA TE
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 CAST IRON TREE GRATE;
RUSTING FINISH; 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
COMPLETELY REMOVE WIRE
CAGE AND/OR TWINE. OPEN
BURLAP AROUND TRUNK. CUT
& REMOVE TOP 1/3 OF
BURLAP
PROVIDE INLINE DRIP PIPE ASSEMBLY FOR
TREES (SEE DETAIL 5/A100)
INLINE DRIP PIPE ASSEMBLY FOR TREES DETAIL
5
NOT TO SCALE
N
SCALE: 1/4" = 1'-0"
0'
TRASH ENCLOSURE
2' 4' 8'
4
2" CONCRETE
CAP
6'-0" 2"
SIDE (NORTH & SOUTH) REAR (WEST) ELEVATION
ELEVATION
11'-0"
6" CMU PAINTED
WHITE TO MATCH
MAIN BLDG
18'-0"
12'-6" STEEL
DOUBLE DOOR
6'-0" STEEL
DOUBLE DOOR
RECYCLING DUMPSTER
(66"w X 72"d X 80"h)
TRASH DUMPSTER
(66"w X 72"d X 80"h)
OIL DISPOSAL BIN
150 GALLON
(18"d X 60"w X 30"h)
22'-0"
6'-0" 2"
STEEL DOORS
PAINTED CHARCOAL
12'-6" CLEAR
22'-0"
2" CONCRETE
CAP
STEEL DOORS
PAINTED
CHARCOAL
FRONT (EAST) ELEVATION
6'-0" CLEAR
PLAN VIEW
11'-0"
6'-0" 1'-6" 12'-6"
IRONSMITH STARBUST SERIES #2, CAST
IRON (RUSTING FINISH); CONFIRM
APPROVAL OF STYLE WITH OWNER
SCALE: 1/2" = 1'-0"
0'
ADA COMPLIANT TREE GRATE
1' 2' 4'
3
SECTION
4'-0" PLAN
11
2"
1
2"
4'-0"
11
4"
1
/2" x 1" x 1/4" THICK GRINDING PADS FOR
LEVELING - TYP. 4 OR MORE PLACES
1" RIBS
· 48" X 96" TREE GRATE IN TWO
SECTIONS.
· 3/8 MAXIMUM SLOT OPENING FOR
PEDESTRIAN SAFETY AND A.D.A
COMPLIANCE.
· TREE OPENING: 16" (PROVIDE
KNOCKOUTS TO ACCOMMODATE
FUTURE TREE GROWTH)
· FINISH: RUSTING FINISH
· SLOT WIDTH IS 3/8" MAXIMUM, MEETS
ADA COMPLIANCE.
· STEEL ANGLE FRAME REQUIRED;
MODEL: 48X96F
· OUTER FRAME DIM. IS 3/4" ± 1/8"
GREATER THAN GRATE.
8'-0"
SCALE: 1/2" = 1'-0"
0'
BIKE RACK
1' 2' 4'
1
ULINE 3-LOOP WAVE STYLE BIKE RACK;
5 BIKE CAPACITY
SCALE: 1" = 1'-0"
0'
TRAFFIC SIGNAL POLE BASE TRANSITION SECTION
6" 1' 2'
5
1/2" EXPANSION JOINT;
MATCH SIDEWALK ELEVATION
TO SIGNAL POLE BASE
2'-6" V.I.F.
MAX SLOPE 2% TO EAST
OF TRAFFIC POLE
EXTG TRAFFIC SIGNAL POLE
EXTG TRAFFIC SIGNAL POLE
BASE
Sheet Number:
A100
Description Date
2020/11/03
BROTHERS BBQ
FORT COLLINS
NWH
ARCHITECTURE, LLC
nathanwhall@outlook.com
501 S Taft Hill Rd
Fort Collins, CO 80521
FINAL
DEVELOPMENT
PLAN
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
Lot 1, Brothers Park Subdivision
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 character 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 include a new food service area, dining room, rest rooms, and commercial kitchen.
Sheet Number:
A001
Description Date
2020/11/03
BROTHERS BBQ
FORT COLLINS
NWH
ARCHITECTURE, LLC
nathanwhall@outlook.com
501 S Taft Hill Rd
Fort Collins, CO 80521
FINAL
DEVELOPMENT
PLAN