HomeMy WebLinkAboutTHE GREEN SOLUTION - PDP/FDP - FDP150045 - REPORTS - APPLICANT COMMUNICATIONThe Green Solution, FDP150045
Location: 810 N College Ave
Zone District:
Service Commercial (CS)
Land Use:
Retail Marijuana Store
Project Elements:
- Existing medical marijuana
center; add retail marijuana store
- Upgrade site parking/landscaping
- Partial building demolition & new
rear addition
- Size: 1-story, ~4,800 sf
Site Aerial
Site & Access Photos
N. College Ave driveway entrance 810 N. College front entrance (to remain)
Recent N. College Ave improvements Shared Driveway (Owners: 814 & 830 N. College Ave)
EXISTING BUILDING
TBA: 2330 S.F.
BUILDING HEIGHT: 15 FT.
EXISTING BOWLING ALLEY
EXISTING LIQUOR STORE
NORTH COLLEGE AVENUE
EXISTING CAR SALES
APPROXIMATE LIMITS OF
BUILDING EXPANSION
TBA: 2470 S.F.
BUILDING HEIGHT: 17 FT.
9.00' (TYP)
8.00'
(TYP)
8.00'
(TYP)
6.00'
5.00'
5.00'
5.00'
COMPACTOR ENCLOSURE
(SEE ARCH PLANS)
5.00'
8.00'
23.00'
COVERED BICYCLE RACKS
(SEE ARCH PLANS)
MAIN INGRESS/EGRESS
TO NORTH COLLEGE
AVENUE
EX. 8'
SIDEWALK
8.0'
SIDEWALK
10.61'
40.13'
EXISTING
MONUMENT SIGN
APN:9701300035
PROPOSED STEPS
LANDSCAPE
AREA
LANDSCAPE
AREA
LANDSCAPE
AREA
LANDSCAPE AREA
(SEE LANDSCAPE PLANS)
17.00'
(TYP)
N: 1460995.76
E: 3117769.43
N: 1460996.65
E: 3117677.59
15.0'
UTILITY EASEMENT
CHASE
91.85'
(SEE ARCH PLANS)
28.05'
LANDSCAPE KEY
NEW DECIDUOUS TREE
NEW SPECIMEN SHRUB
NEW DECIDUOUS SHRUB
NEW EVERGREEN SHRUB
EXISTING TREE TO REMAIN
EXISTING TREE TO BE REMOVED
ROCK MULCH
NEW ORNAMENTAL GRASS,
WOOD MULCH
NEW SOD
EXISTING TURF
PERENNIAL, OR GROUND COVER
1.5" WASHED RIVER ROCK
OVER POROUS LANDSCAPE
FABRIC
TURF TYPE TALL FESCUE
NATURAL COLOR SHREDDED
CEDAR WITH NO FABRIC
UNDERLAY
0'.0" 10'.0" 20'.0" 30'.0"
WOOD MULCH
SIGHT
TRIANGLE
ROCK MULCH ROCK MULCH
ROCK MULCH
EXISTING TO
WOOD MULCH
SAN. SEWER
EXISTING
NEW
BOWLING ALLEY
LIQUOR STORE
ZALLI MOTORS
CAR SALES
REMAIN
SOD
NEW
SOD
Revisions:
Plan Date:
Sheet Number:
PLAN
LANDSCAPE
NATURE'S DESIGN
Licensed Landscape Architecture
ASSOCIATES LLC
810 North College Avenue, Fort Collins, Colorado
The Green Solution
LANDSCAPE PLAN
DESIGN STATEMENT
PLANT LIST
NUMBER OF TREES ON SITE
REQUIREMENT: 0-19
% OF ANY ONE SPECIES
50%
PROVIDED: 7 43%
TREE DIVERSITY CHART
TREE AND SHRUB PLACEMENT NOTE:
THERE MUST BE A 10 FT. SEPARATION BETWEEN ALL NEW TREES AND
EXISTING 4" CAL.
OAK
TO REMAIN
EXISTING 4" CAL.
CRABAPPLE
TO REMAIN
0'.0" 10'.0" 20'.0" 30'.0"
EXISTING SIBERIAN ELM
2 STEMS: 8" AND 6" CAL.
FAIR CONDITION-WILD
ORIGIN-NO MITIGATION
EXISTING SIBERIAN ELM
3 STEMS: 7", 8" AND 9" CAL.
POOR CONDITION-WILD
ORIGIN-NO MITIGATION
REMOVE:
REMOVE:
EXISTING SIBERIAN ELM
1 STEM: 3" CAL.
POOR CONDITION-WILD
ORIGIN-NO MITIGATION
REMOVE:
EXISTING BOX ELDER
3 STEMS: 4", 5", AND 6" CAL.
POOR CONDITION-WILD
ORIGIN-NO MITIGATION
REMOVE:
EXISTING BOX ELDER
1 STEM: 10" CAL.
LIVE CROWN: MITIGATE
(UPSIZE 1 PROPOSED TREE
REMOVE:
TO 3"BB-SEE SHEET L-1)
REMOVAL OF EXISTING
TREES WITH OWNER
OF ADJACENT PROPERTY
COORDINATE
REMOVE STUMP
EXISTING BOX ELDER
2 STEMS: 3" AND 4" CAL.
POOR CONDITION-WILD
ORIGIN-NO MITIGATION
REMOVE:
NOTE:
EXISTING SIBERIAN ELM
3 STEMS: 5", 7" AND 7" CAL.
POOR CONDITION-WILD
ORIGIN-NO MITIGATION
REMOVE:
LIQUOR STORE
(ADJACENT PROPERTY
OWNER MUST GRANT
APPROVAL FOR THE
REMOVAL OF THIS OFF-
SITE TREE.
Revisions:
Plan Date:
Sheet Number:
PLAN
LANDSCAPE
FIN. FLR.
100'-0" (4968.9' NAVD-88)
NEW STUCCO ON EXISTING T1-11
NEW BRICK VENEER WATERTABLE
EXISTING METAL MANSARD ROOF
ADDITION PARAPET WALL BEYOND
NEW BIKE RACKS
NEW FLOOD DOORS IN EXISTING FACADE,PAINT P1
EXISTING WOOD FRAMED
WINDOWS
REMOVE LAP SIDING
& INSTALL STUCCO
EXISTING BRICK VENEER
(REMOVE & REPLACE)
EXISTING METAL
MANSARD ROOF
3/16" = 1' - 0"
3 WEST ELEVATION
A2.1
EXISTING ROOF
EXTEND EXIST. PARAPET WALL UP
NEW PARAPET
EXTERIOR MATERIALS & COLORS:
BRICK VENEER: ALL NEW BRICK TO MATCH EXISTING
STUCCO: ALL NEW STUCCO TO MATCH EXISTING
BUILDING PRIMARY FIELD COLOR (P1-BEIGE)
TRIM & GUTTERS/D.S.: P2-PAINT GREEN (MATCH
EXISTING TRIM COLOR)
METAL ROOFING: NEW STANDING SEAM METAL ROOF
TO MATCH EXISTING COLOR & PROFILE
DOORS: HOLLOW METAL, COLOR TO MATCH EXISTING
DOORS, (P1-BEIGE)
STUCCO
EXISTING BUILDING FRONTAGE
EXISTING BRICK VENEER
EXISTING METAL ROOF
(GREEN)
EXISTING TRIM (GREEN)
EXISTING LAP SIDING,
CHANGE TO STUCCO
(BEIGE)
N.T.S.
EXISTING BUILDING FRONTAGE
EXISTING WOOD COLUMN
DEMO (E) VENTS, PATCH OPENING
810
EXISTING GUTTER
RFPE (4969.77' NAVD-88)
ELEV. 100'-10"
INFILL OPENING W/ STUCCO & BRICK
BUILDING ADDRESS
NUMBERS (6" Min.)
BFE
ELEV. 97'-10"(4967.77' NAVD-88)
KNOX BOX
FIN. FLR.
NORTH COLLEGE AVENUE
1" = 10' - 0" north
1 LIGHTING PLAN
E1
0' 5' 10' 15'
WALL MTD. LIGHT
FIXTURES -
DOWNCAST
A
A
A
A
A
B
B B B B
B
B
B B B
RECESSED DOWN
LIGHTS IN SOFFIT
SA architecture
EXTERIOR
LIGHTING
THE GREEN SOLUTION
810 N. COLLEGE AVENUE, FORT COLLINS, COLORADO
Ph: (303) 443-1585
Boulder, Colorado 80303
5375 Pennsylvania Ave.
PDP
A Recessed downlights in soffit. B Wall mounted light fixtures.
Note: All exterior fixtures to be full cut-off and downcast.
6 OF 6
fridge
Mop
dry edibles
18x48
end cap
13x36
accessories
24x72
pre-rolls
18x48
pre-rolls
18x48
1 2 3 4 5 6
accessories
24x72
topicals
18x48
topicals
18x48
end cap
13x36
CHECKOUT
dry edibles
18x48
dry edibles
18x48
spacer
18x24
spacer
18x24
spacer
gas meter
OFFICE 114 STORAGE 113 INVENTORY 112
VAULT 110
CHECK-IN 101
MEN 104
CLONE 106 EXIT 107
CHECKOUT 108
SALES FLOOR 100
EXPRESS 103
EXPRESS PICK-UP 102
BREAK 109
HALL 111
merch.
27x30
ref.
WOMEN105
2,321 SF EXISTING FOOTPRINT
(840) SF DEMOLITION
3,223 SF ADDITION
water entry
4,704 SF PROPOSED FOOTPRINT
Fence
landscape
landscape
landscape
landscape
trellis trellis trellis
W2
18x18
NORTH COLLEGE AVENUE
EXISTING FENCE
TO BE REMOVED
EXISTING OVERHEAD
ELECTRIC TO REMAIN
EXISTING PLANTER BOX TO BE
DEMOLISHED
~41 SY EXISTING STRUCTURE
TO BE DEMOLISHED
~22 SY EXISTING CONCRETE
TO BE REMOVED
~933 SY EXISTING ASPHALT TO BE
REMOVED
EXISTING OVERHEAD ELECTRIC TO BE REMOVED
~103 SY EXISTING CONCRETE
TO BE REMOVED
EXISTING BUILDING
TO REMAIN
BUILDING HEIGHT 15 FT.
EXISTING BOWLING ALLEY
EXISTING LIQUOR STORE
EXISTING CAR SALES
~840 SF LIMITS OF EXISTING
BUILDING TO BE DEMOLISHED
CAP SANITARY
CONNECTION AT MAIN
(SEE NOTE 4)
SAWCUT ASPHALT
AT PROPERTY LINE
APPROXIMATE LOCATION OF EXISTING
SANITARY SERVICE TO BE REMOVED
EX 10" SANITARY LINE
EX 8" WATER LINE
EX 3
4" WATER SERVICE
TO REMAIN
EX ELECTRIC
TRANSFORMERS
TO REMAIN
SAWCUT ASPHALT
AT PROPERTY LINE
15.0'
UTILITY EASEMENT
EX 8'
SIDEWALK
TO REMAIN
PROPERTY LINE
~19 SY EXISTING CONCRETE
TO BE REMOVED
~8 SY EXISTING CONCRETE
PAD TO BE REMOVED
EXISTING TREES TO
BE REMOVED
EXISTING TREES
TO REMAIN
EXISTING TREES TO
BE REMOVED
FEMA 100-YEAR POUDRE RIVER
FLOODPLAIN ZONE AE
EXISTING FIRE HYDRANT
EXISTING BUILDING
FFE = 4968.9'
EXISTING BOWLING ALLEY
EXISTING LIQUOR STORE
NORTH COLLEGE AVENUE
EXISTING CAR SALES
15.0'
UTILITY EASEMENT
1.6%
0.8%
1.0%
EX. 0.8%
EX. 0.5%
EX. 0.6%
SAWCUT LINE
0.7%
CROSS PAN
1.5%
HC PARKING AREA
2% MAX IN ANY
DIRECTION
2.0%
2.0%
1.9%
2.0%
1.2%
0.9%
0.8%
1.9%
8.1%
4.6%
SAWCUT LINE
2.0%
0.7%
0.5% 0.7%
2.0%
1.0%
2.3%
1.8%
5.4%
3.8%
0.9%
SAWCUT LINE
1.9%
2.0%
PROPOSED BUILDING EXPANSION
FFE = 4968.90'
SWALE
CENTERLINE
FEMA 100-YEAR POUDRE RIVER
FLOODPLAIN ZONE AE
EX. 1.4%
EX. 0.7%
1 ~6" STEPS
0
SCALE: 1"=10'
5 10 20
PROJ. MGR.:
DRAWN BY:
DATE:
EXISTING BUILDING
FFE=4968.9
EXISTING BOWLING ALLEY
EXISTING LIQUOR STORE
NORTH COLLEGE AVENUE
EXISTING CAR SALES
APPROXIMATE LOCATION OF EXISTING
10" SAN
EX. 3/4" WATER SERVICE
EX. 10" VCP SAN
EX. 8" WATERMAIN
EX. OVERHEAD TELE COMM
EXISTING GAS
15.0'
UTILITY EASEMENT
PROPOSED 4"
SANITARY CONNECTION
INV: 4961.20
(SEE ARCH PLANS FOR
EXACT LOCATION)
92.5'
PUBLIC R.O.W.
MAIN INGRESS/EGRESS
TO NORTH COLLEGE
AVENUE W/ CROSSPAN
8.0'
SIDEWALK
8.0'
SIDEWALK
EXISTING GAS
EXISTING GAS
CONCRETE CROSSPAN
PROPERTY LINE
PROPERTY LINE
STORM A (SEE SHEET 07)
PROPOSED BUILDING EXPANSION
FFE=4968.90
CONCRETE CROSSPAN
CHASE
CONCRETE TRICKLE CHANNEL
FEMA 100-YEAR POUDRE RIVER
FLOODPLAIN ZONE AE
CONNECT TO
EXISTING 10" SAN
INV: 4959.20
9+95
10+00
10+22
PROPOSED OVERHEAD ELECTRIC
PR STM INLET 06
FILTERRA BIOFILTRATION SYSTEM
N: 1460990.45
E: 3117771.75
PR DRYWELL
N: 1460991.29
E: 3117631.59
PR STM AREA DRAIN
N: 1460998.36
E: 3117625.19
12" HDPE ST
PROJ. MGR.:
DRAWN BY:
DATE:
SCALE:
OF
SHEET
PROJ. ASSOC.:
DATE REVISIONS DRAWN BY
TM
TGS COLLEGE AVENUE SUBDIVISION
CITY OF FORT COLLINS, COUNTY OF LARIMER, COLORADO
FINAL PLAT
SITE
PROJ. MGR.:
DRAWN BY:
DATE:
SCALE:
OF
SHEET
PROJ. ASSOC.:
DATE REVISIONS DRAWN BY
TM
TGS COLLEGE AVENUE SUBDIVISION
CITY OF FORT COLLINS, COUNTY OF LARIMER, COLORADO
FINAL PLAT
8" HDPE ST
22.3 LF ~ 4" PVC 4" SAN @ 2.95%
CONNECT TO EXISTING
10+00.00
0
SCALE: 1"=10'
5 10 20
PROJ. MGR.:
DRAWN BY:
DATE:
OF
SHEET
PROJ. ASSOC.:
DATE REVISIONS DRAWN BY
c 2016 MANHARD CONSULTING, LTD. ALL RIGHTS RESERVED
TM
1 12/15/15 1ST SUBMITTAL TO CITY JAR
OVERALL UTILITY PLAN
THE GREEN SOLUTION
810 N COLLEGE AVENUE FORT COLLINS, CO
TGSFCCO01
03/17/16
STF
JAR
DJM
Plotted: 3/11/2016 3:10 PM Dwg Name: P:\Tgsfcco01\dwg\Eng\Final Drawings\Plan Set\Utility Plans\Utility Plan.dwg Updated By: mmcguire
~144' TO FIRE HYDRANT
UTILITY NOTES:
1. THE CITY OF FORT COLLINS SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF
STORM DRAINAGE FACILITIES LOCATED ON PRIVATE PROPERTY. MAINTENANCE OF
ONSITE DRAINAGE FACILITIES SHALL BE THE RESPONSIBILITY OF THE PROPERTY
OWNER(S).
2. PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE CITY OF FORT COLLINS,
CERTIFICATION OF THE DRAINAGE FACILITIES, BY A REGISTERED ENGINEER, MUST BY
SUBMITTED TO AND APPROVED BY THE STORMWATER UTILITY DEPARTMENT.
CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT
LEAST TWO WEEKS PRIOR TO THE RELEASE OF A CERTIFICATE OF OCCUPANCY FOR SINGLE
FAMILY UNITS. FOR COMMERCIAL PROPERTIES, CERTIFICATION SHALL BY SUBMITTED
TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE
RELEASE OF ANY BUILDING PERMITS IN EXCESS OF THOSE ALLOWED PRIOR TO
CERTIFICATION PER THE DEVELOPMENT AGREEMENT.
3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING
UTILITIES AND FEATURES PRIOR TO CONSTRUCTION.
4. REFER TO SHEETS 07 FOR STORM SEWER PLAN AND PROFILES WITH DETAILED DESIGN
INFORMATION.
5. ALL PROPOSED STORM SEWER PIPE AND STRUCTURES SHOWN ON THESE PLANS ARE PRIVATE
AND ARE TO BE OWNED AND MAINTAINED BY THE PROPERTY OWNER OR FUTURE ASSIGNS.
6. ALL DOMESTIC WATER SERVICE LINES SHOWN ON THESE PLANS ARE PRIVATE AND ARE TO BE
OWNED AND MAINTAINED BY THE PROPERTY OWNER OR FUTURE ASSIGNS.
7. ALL PROPOSED SANITARY SEWER SERVICE LINES, SHOWN ON THESE PLANS ARE PRIVATE AND ARE
TO BE OWNED AND MAINTAINED BY THE PROPERTY OWNER OR FUTURE ASSIGNS.
CONSTRUCTION NOTES
INSTALL NYLOPLAST 12" DRAIN BASIN PER DETAILS, SEE SHEET 13.
INSTALL FILTERRA INTERNAL BYPASS CURB PER DETAIL, SEE SHEET 14.
INSTALL DRY WELL.
8" x 16" WALL OPENING (SEE ARCH PLANS).
OF
SHEET
PROJ. ASSOC.:
DATE REVISIONS DRAWN BY
c 2016 MANHARD CONSULTING, LTD. ALL RIGHTS RESERVED
TM
1 12/15/15 1ST SUBMITTAL TO CITY JAR
GRADING AND DRAINAGE PLAN
THE GREEN SOLUTION
810 N COLLEGE AVENUE FORT COLLINS, CO
TGSFCCO01
03/17/16
STF
JAR
DJM
Plotted: 3/11/2016 3:09 PM Dwg Name: P:\Tgsfcco01\dwg\Eng\Final Drawings\Plan Set\Grading Plan.dwg Updated By: mmcguire
~144' TO FIRE HYDRANT
GRADING PLAN NOTES:
1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING
UTILITIES AND FEATURES PRIOR TO CONSTRUCTION.
2. CONTRACTOR SHALL MATCH EXISTING GRADES AT PROPERTY AND NOT GRADE ON ADJACENT
PROPERTIES WITHOUT PRIOR WRITTEN CONSENT FROM PROPERTY OWNER.
3. THE GRADING PLAN INDICATES THE FINISHED GROUND ELEVATIONS AROUND THE PERIMETER OF
THE BUILDINGS. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL AND/OR STRUCTURAL
PLANS FOR FOUNDATION TYPES AND FOOTING ELEVATIONS.
4. PER ADA REQUIREMENTS, HANDICAP PARKING SPACES SHALL HAVE A MAXIMUM SLOPE OF 2.0%
IN ANY DIRECTION. CONTRACTOR SHALL TAKE CARE DURING PAVING TO ENSURE THAT THIS
REQUIREMENT IS MET.
5. ALL HANDICAP RAMPS AND SIDEWALKS SHALL BE CONSTRUCTED WITH A MAXIMUM CROSS
SLOPE OF 2.0% OR LESS.
6. ALL RADII LABELS ON THE PLAN SHEET FOR CURB AND GUTTER RETURNS, NOSES, OR CURVES
ARE TO THE FLOWLINE. ALL RADII FOR PARKING STALL RETURNS ARE 5.0' TO THE FLOWLINE,
UNLESS OTHERWISE NOTED.
7. THE CONTRACTOR SHALL CALL 811 PRIOR TO ANY WORK PERFORMED TO LOCATE UTILITIES AND
SHALL CONTACT THE OWNER IF UTILITIES APPEAR TO BE IN CONFLICT WITH THE PROPOSED
IMPROVEMENTS.
8. ALL SPOT ELEVATIONS ARE FLOW LINE ELEVATIONS, UNLESS OTHERWISE NOTED.
CONSTRUCTION NOTES
INSTALL CROSS PAN PER LARIMER COUNTY URBAN AREA STREET STANDARDS
CONSTRUCTION DRAWING 710, SEE SHEET 12.
INSTALL TRICK CHANNEL PER DETAIL A, SEE SHEET 13.
INSTALL 8" x 16" WALL OPENING (SEE ARCH).
APPROXIMATELY ~145' TO SOUTH
0
SCALE: 1"=10'
5 10 20
EXISTING CONDITIONS AND DEMOLITION PLAN
THE GREEN SOLUTION
810 N COLLEGE AVENUE FORT COLLINS, CO
TGSFCCO01
03/17/16
STF
JAR
DJM
Plotted: 3/11/2016 3:09 PM Dwg Name: P:\Tgsfcco01\dwg\Eng\Final Drawings\Plan Set\Existing Conditions.dwg Updated By: mmcguire
~145' TO FIRE HYDRANT
PROJ. MGR.:
DRAWN BY:
DATE:
OF
SHEET
PROJ. ASSOC.:
DATE REVISIONS DRAWN BY
c 2016 MANHARD CONSULTING, LTD. ALL RIGHTS RESERVED
TM
1 12/15/15 1ST SUBMITTAL TO CITY JAR
EXISTING ASPHALT PAVEMENT TO BE REMOVED
EXISTING CONCRETE PAVEMENT TO BE REMOVED
MILL AND OVERLAY EXISTING
ASPHALT PAVEMENT
1. CONTRACTOR SHALL COORDINATE ALL UTILITY REMOVALS AND
RELOCATIONS WITH CORRESPONDING UTILITY COMPANY.
2. EXISTING TOPOGRAPHY SHOWN REPRESENTS SITE CONDITIONS
AS PREPARED BY MANHARD CONSULTING ON SEPTEMBER 23,
2015. CONTRACTOR SHALL FIELD CHECK EXISTING ELEVATIONS
AND CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY
ARCHITECT AND ENGINEER OF ANY DISCREPANCIES PRIOR TO
STARTING CONSTRUCTION.
3. THE UNDERGROUND UTILITY INFORMATION SHOWN HEREON IS
BASED, IN PART, UPON INFORMATION FURNISHED BY UTILITY
COMPANIES AND THE LOCAL MUNICIPALITY. WHILE THIS
INFORMATION IS BELIEVED TO BE RELIABLE, ITS ACCURACY AND
COMPLETENESS CANNOT BE GUARANTEED NOR CERTIFIED TO.
4. ABANDONMENT OF SANITARY SERVICE TO BE COORDINATED
WITH THE CITY OF FORT COLLINS UTILITY FIELD OPERATIONS.
CONTRACTOR TO CONTACT THEM AT 970-221-6700.
NOTES
atm
J
J
W2 W2
W4
W2
W3
north
3/16" = 1' - 0"
1 FLOOR PLAN
A1.1
FIN. FLR. ELEV. = 100'-0"
USGS DATUM: EL. 4968.9'
J
J J
WALL TYPE
W3
2X4 WOOD STUDS TO ROOF DECK
(DRAFT STOP) RE: 10/A3.3
2X4 WOOD STUDS TO 6" ABOVE CLG. RE: 9/A3.3
W5
1
2
3
4
2
2
8
6
6 6 6
2
2
7
1
2
3
4
5
7
6
6
2
8
TEL. & DATA OUTLET
EXISTING CONSTRUCTION
110v DUPLEX OUTLET, SEE ELECTRICAL
NEW WOOD STUD WALL
FLOOR PLAN KEY
W#
W1 EXTERIOR WALL (2X6 STUDS), RE: 1/A3.2
W2
W4
2X4 WOOD STUDS TO CLG., RE: 8/A3.3
8" CONCRETE BLOCK
KEY NOTES
11
23,3(5$,/
6" CONC. CURB, SEE
CIVIL
CURB TRANSITIONS
TO SHORT
RETAINING WALL
SECURITY CAGE
SEE NOTE 1
W5
W4
INSTALL FRP ON
WALL TO 48" AFF @
WET LOCATIONS
W4 W2 W2
W2 W4 W4
W4
W2
BOLT
COMPACTOR
TO SLAB W/ (4)
3
4" ANCHOR
BOLTS
5 5
9
9
9 10
10
accessories
24x72
5
5
5
67(3'1
W4
W4
10 10
10
SECURE STORAGE CAGE BY CISCO-EAGLE, OR EQUAL
WWW.CISCO-EAGLE.COM 888-877-3861
NOTE 1:
11
11
FE
11
FE
NEW 6' CEDAR
PRIVACY FENCE
6" PIPE
BOLLARD
RE:17/A3.3
W5
W5
W1
W1 W1
W1
W1
W1
SIDEWALK RAMP,
SEE CIVIL
1/8" = 1' - 0"
gas meter
2,321 SF (EXISTING FOOTPRINT)
Fence
RAMP
ALL IMPROVEMENTS SHOWN DASHED
TO BE DEMOLISHED.
north
2 DEMO PLAN
A1.1
FLOOR PLAN
A1.1
THE GREEN SOLUTION
810 N. COLLEGE AVENUE
FORT COLLINS, COLORADO
Ph: (303) 443-1585
SA architecture
Boulder, Colorado 80303
5375 Pennsylvania Ave.
Sickbert & Associates
PERMIT SET
100'-0"
WALL MOUNTED LIGHT FIXTURES. NOTE: ALL SITE
LIGHTING SHALL BE FULL CUT-OFF & DOWN CAST.
EXISTING ROOF BEYOND STUCCO, PAINT P1
ADDITION ROOF
117'-0"
EXISTING BUILDING PROPOSED ADDITION
STUCCO RTU UNIT SCREEN BEYOND
3/16" = 1' - 0"
4 SOUTH ELEVATION
A2.1
NEW STUCCO ON
EXIST. CMU
NEW BRICK VENEER
EXISTING METAL
MANSARD ROOF
EXTEND EXISTING PARAPET
WALL UP
EXISTING ROOF
RTU UNIT SCREEN
SCUPPER & D.S.
CONTROL
JOINTS, TYP.
CONC. SPLASHBLOCK, TYPICAL
CONC. FOUNDATION WALL
ROOF BEYOND
ELEV. 100'-10"
BFE
ELEV. 97'-10"
RFPE (4969.77' NAVD-88)
TRASH ENCLOSURE
TRASH ENCLOUSRE
4" CORNICE OVERHANG, RE: 1/A3.1
3/16" = 1' - 0"
2 EAST ELEVATION
A2.1
FILL EXISTING WINDOW OPENING
WITH C.M.U.
EXISTING ROOF & GUTTER
EXISTING D.S.
PARGE COAT OVER EXISTING CMU
FIN. FLR.
100'-0"
EXISTING METAL MANSARD ROOF
BEYOND
TRASH ENCLOUSRE
ADDITION EXISTING
FLUSH HOLLOW METAL FLOOD
DOOR, PAINT P1
ADDITION ROOF
117'-0"
EXISTING ROOF
11
267((/3,(5$,/3$,173
NEW BRICK VENEER ON EXISTING
CMU
ELEV. 100'-10"
BFE
ELEV. 97'-10"
RFPE (4969.77' NAVD-88)
3'-0" 9'-8" 4'-4"
4" CORNICE OVERHANG, RE: 1/A3.1
TRASH ENCLOSURE
FIN. FLR.
100'-0"
WALL MOUNTED LIGHT FIXTURES. NOTE: ALL SITE
LIGHTING SHALL BE FULL CUT-OFF & DOWN CAST.
BRICK VENEER PILASTER, MATCH EXISTING BRICK
STUCCO, PAINT P1
EXISTING PARGE COATED CMU
EXISTING METAL MANSARD ROOF
EXISTING WINDOW
STUCCO
EXISTING BRICK VENEER
EXISTING ROOF
ADDITION ROOF
117'-0"
WIRE MESH TRELLIS,
BLACK POWDER COAT
BRICK VENEER WATERTABLE
SOLDIER COURSE
NEW BRICK VENEER WATERTABLE ON
EXISTING PARGE COAT
PROPOSED ADDITION EXISTING BUILDING
STUCCO RTU UNIT SCREEN BEYOND
3/16" = 1' - 0"
1 NORTH ELEVATION
A2.1
FLUSH HOLLOW METAL FLOOD DOOR
PAINT P1
FLUSH HOLLOW METAL MAN DOOR
PAINT P1
STEEL ENCLOSURE
GATES, PAINT P1
TRASH ENCLOUSRE
ROOF BEYOND
C.J. RE: 4/A3.3 TYP.
ELEV. 100'-10"
BFE
ELEV. 97'-10"
RFPE (4969.77' NAVD-88)
4'-4"
1'-6" CORNICE OVERHANG, RE: 1/A3.1
SOLDIER COURSE
EXTERIOR
ELEVATIONS
Ph: (303) 443-1585
SA architecture
Boulder, Colorado 80303
5375 Pennsylvania Ave.
Sickbert & Associates
PDP
5 OF 6
THE GREEN SOLUTION
810 N. COLLEGE AVENUE, FORT COLLINS, COLORADO
NATURE'S DESIGN
Licensed Landscape Architecture
ASSOCIATES LLC
810 North College Avenue, Fort Collins, Colorado
The Green Solution
EXISTING TREE PLAN
HYDROZONE MAP
ANNUAL WATER BUDGET
LANDSCAPE NOTES
ALL WATER AND SEWER MAINS.
THERE MUST BE A 6 FT. SEPARATION BETWEEN ALL NEW TREES AND
ALL WATER AND SEWER SERVICE LINES
THERE MUST BE A 4 FT. SEPARATION BETWEEN ALL NEW SHRUBS AND
ALL WATER AND SEWER MAINS AND SERVICES.
(SEE ARCH PLANS)
PROPOSED
CONCRETE WALK
PROPOSED ASPHALT
PROPOSED ASPHALT
PAINTED WHITE
PARKING STRIPE (TYP)
SAWCUT LINE
BIORETENTION FACILITY
PROPOSED CURB
FEMA 100-YEAR POUDRE RIVER
FLOODPLAIN ZONE AE
N: 1460985.16
E: 3117786.80
N: 1461060.15
E: 3117787.27
N: 1461061.26
E: 3117609.81
N: 1460986.26
E: 3117609.34
R2.00'
R2.00'
R2.00'
17.44'
10.50'
10.81'
SAWCUT LINE SAWCUT LINE
0
SCALE: 1"=10'
5 10 20
SITE PLAN
THE GREEN SOLUTION
810 N COLLEGE AVENUE FORT COLLINS, CO
TGSFCCO01
03/17/16
JAR
DJM
Plotted: 3/11/2016 3:19 PM Dwg Name: P:\Tgsfcco01\dwg\Eng\Final Drawings\Plan Set\Site Plan.dwg Updated By: mmcguire
SITE DATA
EXISTING PROPOSED
ZONING SERVICE COMMERCIAL DISTRICT SERVICE COMMERCIAL DISTRICT
LAND USE MEDICAL MARIJUANA STORE RETAIL MARIJUANA STORE
LOT SIZE 13310 S.F. 13310 S.F.
ACREAGE 0.305 GROSS 0.305 GROSS
TOTAL FLOOR AREA 2330 S.F. 4800 S.F.
RATIO 0.18 0.36
BUILDING HEIGHT 15'-0" 17'-0"
PARKING SPACES 13 10
BIKE PARKING 0 4
PROPOSED COVERAGE
SQUARE
FOOTAGE PERCENTAGE
LOT SIZE 13310 100.00
BUILDING 4800 36.06
DRIVEWAY/
PARKING 2370 17.81
PUBLIC R.O.W. 0 0.00
LANDSCAPE 4390 32.98
ACTIVE
RECREATIONAL USE 0 0.00
PROJ. MGR.:
DRAWN BY:
DATE:
OF
SHEET
PROJ. ASSOC.:
DATE REVISIONS DRAWN BY
c 2016 MANHARD CONSULTING, LTD. ALL RIGHTS RESERVED
TM
1 12/15/15 1ST SUBMITTAL TO CITY JAR
PROJECT DEVELOPMENT PLAN FOR
THE GREEN SOLUTION
810 N COLLEGE AVE
LOT 1, TGS COLLEGE AVENUE SUBDIVISION
A PART OF SECTION 1, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
1. SIDEWALK WITHIN THIS PROJECT SHALL BE 5' WIDE CONCRETE
UNLESS OTHERWISE NOTED.
2. PARKING LOT DIMENSIONS ARE TO THE FLOWLINE UNLESS
OTHERWISE NOTED.
3. TYPICAL PARKING STALL DIMENSION SHOWN ON THIS PLAN IS 9' X
17'
4. PARKING LOT CURB RADII ARE 5' AT FLOWLINE UNLESS
OTHERWISE NOTED.
5. SEE ARCH PLANS FOR EXACT BUILDING DIMENSIONS, LOCATIONS
OF DOORS, AND BUILDING LIGHTING LOCATIONS.
NOTES