HomeMy WebLinkAboutTHE GREEN SOLUTION - PDP/FDP - FDO150045 - REPORTS - (4)COVER SHEET
THE GREEN SOLUTION
810 N COLLEGE AVENUE FORT COLLINS, CO
TGSFCCO01
12/15/15
MAM
JAR
DJM
Plotted: 2/1/2016 5:39 PM Dwg Name: p:\tgsfcco01\dwg\Eng\final drawings\Plan Set\Cover Sheet.dwg Updated By: sfranklin
FINAL 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 AND COUNTY OF LARIMER, STATE OF COLORADO
VICINITY MAP
SITE
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
S
PROPERTY LINE
EASEMENT
CENTERLINE
SETBACK
BUILDING
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER
PROPOSED SPILL CURB AND GUTTER
PROPOSED SIDEWALK
SAWCUT
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
PROPOSED CATCH BASIN
PROPOSED DRAIN MANHOLE
PROPOSED SANITARY SEWER
EXISTING SANITARY SEWER
EXISTING WATER MAIN
EXISTING GAS LINE
EXISTING ELECTRICAL
EXISTING TELECOM
EXISTING SEWER MANHOLE
EXISTING FIRE HYDRANT
PROPOSED FIRE HYDRANT
PROPOSED WATER VALVE
PROPOSED WATER METER
PROPOSED WATER
PROPOSED SEWER CLEANOUT
PROPOSED FDC
EXISTING OVERHEAD ELECTRIC
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
EXISTING MAJOR CONTOUR
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
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
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
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
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
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
WOOD LAP SIDING: ALL NEW LAP SIDING TO MATCH
EXISTING IN PROFILE & COLOR (BEIGE)
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 LAP SIDING,
CHANGE TO STUCCO
(BEIGE)
EXISTING TRIM (GREEN)
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
BFE
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
E1
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.
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
PROPERTY
LOCATION
BFE AT UPSTREAM EDGE OF
BUILDING = 4967.77*
FLOOR AREA DATA
BFE AT UPSTREAM EDGE OF
BUILDING = 4967.77*
PROPOSED BUILDING FOOTPRINT
EXISTING NEIGHBORING BUILDING
EXISTING NEIGHBORING BUILDING
PROPERTY BOUNDARY
PROPERTY BOUNDARY
EXISTING BUILDING FOOTPRINT
EXISTING 100-YR FLOODPLAIN LIMITS
SUPER-IMPOSED FROM THE FIRM
FLOODPLAIN CROSS SECTIONS
P.O. BOX 150894 Ŷ Lakewood, Colorado 80215
Ŷ ph: (720) 837-0648 Ŷ www.FloodplainSpecialists.com
SITE DEVELOPMENT
1 OF 2
FLOODPLAIN SITE PLAN
FOR
THE GREEN SOLUTION
AT
810 NORTH COLLEGE AVENUE
FT. COLLINS, CO
LARIMER COUNTY
FLOODPLAIN SITE PLAN
ORIGIN. SHEET DESCRIPTION
DATE
12-09-15 C5.0 FLOODPLAIN SITE PLAN
12-09-15 C5.1 FLOODPLAIN CROSS SECTION AND FLOODPROOFING NOTES
LEGEND
* VERTICAL DATUM = NAVD88
OVERALL FLOODPLAIN MAP (NTS)
NAVD88 = NGVD29 + 3.17'
PROPOSED NORTH ELEVATION
BFE AT UPSTREAM EDGE
OF BUILDING = 4967.6
BFE AT UPSTREAM EDGE
OF BUILDING = 4967.77*
REGULATORY FLOOD
PROTECTION ELEV. =
4969.77
2.0' FREEBOARD ZONE
FREEBOARD ELEV. = 4969.77 FREEBOARD ELEV. = 4969.77
WATER RESISTANT
MATERIALS REQUIRED
WITHIN FREEBOARD
ZONE, SEE NOTES THIS
SHEET FOR ADDITIONAL
INFOMRATION
(NTS)
ALL DUCT WORK, HEATING, VENTILATION,
ELECTRICAL SYSTEMS, ETC. TO BE ELEVATED
TO THE REGULATORY FLOOD PROTECTION
ELEVATION (RFPE)
P.O. BOX 150894 Ŷ Lakewood, Colorado 80215
Ŷ ph: (720) 837-0648 Ŷ www.FloodplainSpecialists.com
SITE DEVELOPMENT
2 OF 2
FLOODPLAIN SITE PLAN
FOR
THE GREEN SOLUTION
AT
810 NORTH COLLEGE AVENUE
FT. COLLINS, CO
LARIMER COUNTY
FLOODPLAIN CROSS SECTION
AND FLOODPROOFING NOTES
ORIGIN. SHEET DESCRIPTION
DATE
12-09-15 C5.0 FLOODPLAIN SITE PLAN
12-09-15 C5.1 FLOODPLAIN CROSS SECTION AND FLOODPROOFING NOTES
TABLE 2, SUGGESTED MATERIALS BELOW BFE (AND WITHIN THE FREEBOARD ZONE.) SEE FEMA TECHNICAL BULLETIN #2 FOR MORE INFORMATION
SUBSTANTIAL AND REDEVELOPMENT IMPROVEMENTS FOR NON-RESIDENTIAL STRUCTURES: (THE PROPOSED NON-RESIDENTIAL
ADDITION IS A SUBSTANTIAL IMPROVEMENT.)
A. A SUBSTANTIAL IMPROVEMENT OCCURS WHEN ALL OF THE CONDITIONS ARE MET:
a. A BUILDING PERMIT IS REQUIRED.
b. THE COST OF THE IMPROVEMENT, OR THE AMOUNT OF THE DAMAGE, EQUALS OR EXCEEDS 50 PERCENT OF THE MARKET
VALUE OF THE STRUCTURE EITHER BEFORE THE IMPROVEMENT OR REPAIRS IS STARTED OR BEFORE THE BUILDING WAS
DAMAGED.
c. THE COST IS CALCULATED CUMULATIVELY OVER THE LIFE OF THE STRUCTURE DURING THE TIME THE STRUCTURE HAS BEEN
LOCATED IN A DESIGNATED FLOODPLAIN.
B. IF A SUBSTANTIAL IMPROVEMENT OCCURS, THE LOWEST FLOOR OF A NON-CONFORMING STRUCTURE, INCLUDING THE BASEMENT
AND ALL HVAC AND ELECTRICAL, MUST BE ELEVATED OR FLOODPROOFED 24-INCHES ABOVE THE FLOOD ELEVATION.
C. A REDEVELOPMENT OCCURS WHEN THERE IS A SUBSTANTIAL IMPROVEMENT AND MORE THAN 50 PERCENT OF THE WALL
PERIMETER IS REMOVED BUT THE BUILDING FOOTPRINT IS NOT INCREASED.
FREEBOARD FOR NON-RESIDENTIAL STRUCTURES:
A. FREEBOARD IS 24-INCHES.
B. ALLOWED TO ELEVATE OR FLOODPROOF THE STRUCTURE.
C. IF ELEVATING, THE LOWEST FLOOR OF THE STRUCTURE INCLUDING THE BASEMENT, ALL HVAC AND ELECTRICAL EQUIPMENT MUST
BE ELEVATED ABOVE THE FREEBOARD HEIGHT.
D. IF FLOODPROOFING, THE STRUCTURE AS WELL AS ALL HVAC AND ELECTRICAL, MUST BE FLOODPROOFED TO THE FREEBOARD
HEIGHT.
FLOODPROOFING REQUIREMENTS: (THE NON-RESIDENTIAL STRUCTURES ARE PROPOSED TO BE DRY-FLOODPROOFED.)
A. MATERIALS BELOW THE FREEBOARD ELEVATION MUST BE CONSTRUCTED WITH MATERIALS AND UTILITY EQUIPMENT RESISTANT TO
FLOOD DAMAGE (SEE TABLE 2 OF FEMA TECHNICAL BULLETIN 3, "NON-RESIDENTIAL FLOODPROOFING - REQUIREMENTS AND
CERTIFICATION."
B. CONSTRUCTION OF A NONRESIDENTIAL ADDITION IS ALLOWED IN A FEMA 100-YEAR FLOOD FRINGE, AS LONG AS ALL DUCT WORK,
HEATING, VENTILATION, ELECTRICAL SYSTEMS, ETC. ARE ELEVATED 24-INCHES ABOVE THE BASE FLOOD ELEVATION (BFE). THIS
ELEVATION IS KNOWN AS THE REGULATORY FLOOD PROTECTION ELEVATION (RFPE).
FLOATABLE MATERIALS: (NO FLOATABLE MATERIALS ARE PROPOSED WITHIN THE FLOODWAY OR WITHIN THE FLOOD FRING; BIKERACK
AND COMPACTOR TO BE BOLTED THROUGH PERMANENT PAVEMENT- CONCRETE OR ASPHALT.)
A. "FLOATABLE MATERIAL" IS DEFINED AS MATERIAL THAT IS NOT SECURED IN PLACE OR COMPLETELY ENCLOSED IN A STRUCTURE
SO THAT IT COULD FLOAT OFF-SITE DURING A FLOOD AND POTENTIALLY CAUSE HARM TO DOWNSTREAM PROPERTY OWNERS OR
THAT COULD CAUSE BLOCKAGE OF A CULVERT, BRIDGE, OR OTHER DRAINAGE FACILITY.
B. IN THE FLOOD FRINGE, FLOATABLE MATERIALS ASSOCIATED WITH ANY NON-RESIDENTIAL USE IS NOT ALLOWED.
C. IN THE FLOOD FRINGE, OUTSIDE STORAGE OF MATERIAL OR EQUIPMENT THAT IS CONSIDERED "FLOATABLE MATERIAL" IS
ALLOWED.
REGARDING THE CITY OF FORT COLLINS FLOODPLAIN
REGULATIONS FOR THE POUDRE RIVER
* VERTICAL DATUM = NAVD88
NAVD88 = NGVD29 + 3.17'
BEFORE A FLOODPROOFED BUILDING IS DESIGNED, NUMEROUS PLANNING CONSIDERATIONS, INCLUDING
FLOOD WARNING TIME, USES OF THE BUILDING, MODE OF ENTRY TO AND EXIT FROM THE BUILDING AND THE
SITE IN GENERAL, FLOODWATER VELOCITIES, FLOOD DEPTHS, DEBRIS IMPACT POTENTIAL, AND FLOOD
FREQUENCY, MUST BE ADDRESSED TO ENSURE THAT DRY FLOODPROOFING WILL BE A VIABLE FLOODPLAIN
MANAGEMENT TOOL. CONSIDERATIONS INCLUDE:
A. WARNING TIME
B. SAFETY AND ACCESS
C. EMERGENCY RESPONSE AND PREPAREDNESS PLAN (ERPP)
x AN ERPP HAS BEEN PREPARED, AND HAS BEEN PROVIDED TO THE CITY OF FORT COLLINS. A COPY OF
THE ERPP IS TO BE POSTED IN THE STRUCTURE, REVIEWED, UNDERSTOOD, AND FOLLOWED BY THE
OCCUPANTS AT ALL TIMES.
D. ENGINEERING CONSIDERATIONS:
x $//2)7+(%8,/',1*¶66758&785$/&20321(1760867%(&$3$%/(2)5(6,67,1*7+(
HYDRO-DYNAMIC AND HYDRO-STATICE FLOOD-RELATED FORCES. REFER TO FEMA TECHNICAL
BULLETIN 3-93 FOR MORE INFORMATION.
x TO ACCOMPLISH A POST-PROJECT FLOOD CERTIFICATION, A STRUCTURAL ENGINEER WILL NEED TO
VERIFY THAT THE BUILDING CAN WITHSTAND THESE LOADS. IT IS SUGGESTED THAT THESE
CALCULATIONS OR CONCLUSIONS BE STATED ON THE STRUCTURAL PLANS PRIOR TO PLAN
APPROVAL.
E. FLOOD PROOF DOORWAYS:
x REFER TO THE ARCHITECTURAL PLANS FOR ALL FLOOD PROOF DOORWAY DETAILS.
x DOORS #101, 102A, 107A & 111 ARE TO BE FLOOD PROOF PER ARCHITECTURAL PLANS.
x ALL EXTERIOR OPENINGS ARE TO BE FLOODPROOFED; THE FRONT TWO (CUSTOMER ENTRY ALONG
THE WESTERN SIDE) ARE TO BE GLAZED ALUMINUM; THE OTHERS (NORTHERN AND EASTERN) DOORS
TO BE FLUSH HOLLOW METAL, SUCH AS HTTP://WWW.FLOODDOOR.COM/INDEX.HTML, OR
EQUIVALENT.
F. BUILDING MATERIALS:
x REFER TO THE ARCHITECTURAL PLANS FOR ALL BUILDING MATERIAL DETAILS.
x THE ENTIRE BUILDING HAS A BRICK WAINSCOT PER ARCHITECTURAL PLANS.
x ALL MATERIAL BELOW THE RFPE ARE TO BE FLOOD RESISTANT; SEE TABLE-2, FEMA TECHNICAL
BULLETIN #2 FOR MORE INFORMATION; REFER TO EXCERPTS INCLUDED ON THIS SHEET.
x TO ACCOMPLISH A POST-PROJECT FLOOD CERTIFICATION, AN ARCHITECT WILL NEED TO VERIFY
THAT THE MATERIALS OF THE BUILDING MEET THESE REQUIREMENTS.
DRY FLOODPROOFING CONSIDERATIONS
ELEV. 97'-10"(4967.77' NAVD-88)
FIN. FLR.
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
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
TRASH ENCLOSURE
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"
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
SAILOR 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"
SA architecture
EXTERIOR
ELEVATIONS
A2.1
THE GREEN SOLUTION
810 N. COLLEGE AVENUE, FORT COLLINS, COLORADO
Ph: (303) 443-1585
Boulder, Colorado 80303
5375 Pennsylvania Ave.
PDP
HYDROZONE MAP
EXISTING TREE PLAN
ANNUAL WATER BUDGET
LANDSCAPE NOTES
(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
12/15/15
JAR
DJM
Plotted: 3/9/2016 12:25 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
EXISTING MINOR CONTOUR
PROPOSED SIGN
EXISTING SIGN
PARKING COUNT SYMBOL
ADJ ADJUST
ARCH ARCHITECT
BOP BOTTOM OF PIPE
B/W BACK OF WALK
BM BENCHMARK
B/O BY OTHERS
BW BOTTOM OF WALL
CB CATCH BASIN
CL CENTERLINE
C.O.F. CITY OF FORT COLLINS
CONC CONCRETE
CY CUBIC YARD
DIA DIAMETER
DIP DUCTILE IRON PIPE
E ELECTRIC
ELEV ELEVATION
EP EDGE OF PAVEMENT
ESMT EASEMENT
EX EXISTING
FDC FIRE DEPARTMENT CONNECTION
FG FINISHED GRADE
FF FINISHED FLOOR
FFE FINISH FLOOR ELEVATION
FES FLARED END SECTION
FL FLOW LINE/ FIRE LANE
G GROUND
G/F GRADE AT FOUNDATION
G/S GARAGE SLAB
GW GUY WIRE
HP HIGH POINT
HYD HYDRANT
INL INLET
INV INVERT
LP LOW POINT
ME MATCH EXISTING
MAX MAXIMUM
MH MANHOLE
MIN MINIMUM
PA PUBLIC ACCESS
PL PROPERTY LINE
PP POWER POLE
PROP PROPOSED
PVC POLYVINYL CHLORIDE PIPE
P PAVEMENT
R RADIUS
ROW RIGHT-OF-WAY
RCP REINFORCED CONCRETE PIPE
SAN SANITARY SEWER
SF SQUARE FOOT
SMH SANITARY MANHOLE
ST STORM SEWER
SW SIDEWALK
SY SQUARE YARDS
TB THRUST BLOCK
TBR TO BE REMOVED
T TELEPHONE
TC TOP OF CURB
TF TOP OF FOUNDATION
TOP TOP OF PIPE
TW TOP OF WALL
TEMP TEMPORARY
U UTILITY
WM WATER MAIN
WSE WATER SURFACE ELEVATION
LEGEND ABBREVIATIONS
1. THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FINAL PLANS. AMENDMENTS M
TO THE PLANS MUST BE REVIEWED AND APPROVED BY THE CITY PRIOR TO THE
IMPLEMENTATION OF ANY CHANGES TO THE PLANS.
2. REFER TO FINAL UTILITY PLANS FOR EXACT LOCATIONS AND CONSTRUCTION INFORMATION FOR
STORM DRAINAGE STRUCTURES, UTILITY MAINS AND SERVICES, PROPOSED TOPOGRAPHY,
STREET IMPROVEMENTS.
3. 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.
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 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.
6. 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.
7. FIRE HYDRANTS MUST MEET OR EXCEED POUDRE FIRE AUTHORITY STANDARDS. ALL BUILDINGS
MUST PROVIDE AN APPROVED FIRE EXTINGUISHING SYSTEM.
8. ALL BIKE RACKS PROVIDED MUST BE PERMANENTLY ANCHORED.
9. ALL SIDEWALKS AND RAMPS MUST CONFORM TO CITY STANDARDS. ACCESSIBLE RAMPS MUST
BE PROVIDED AT ALL STREET AND DRIVE INTERSECTIONS AND AT ALL DESIGNATED ACCESSIBLE
PARKING SPACES. ACCESSIBLE 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.
NOTES:
THE GROW SHOP, LLC
PO BOX 1428
FORT COLLINS, CO 80522
CONTACT: JOE DICE
MANHARD CONSULTING LTD
8008 EAST ARAPAHOE COURT
SUITE 110
CENTENNIAL, CO 80112
CONTACT: DANIEL MADRUGA PE
ENGINEER:
OWNER/DEVELOPER:
SICKBERT & ASSOCIATES
5375 PENNSYLVANIA AVENUE
BOULDER, CO 80303
CONTACT: MIKE SICKBERT
ARCHITECT:
FLOOD PLAIN ENGINEER
HIGH POINT ENGINEERING
PO BOX 150894
LAKEWOOD, CO 802015
CONTACT: JOHN TOMPKINS
LANDSCAPE ARCHITECT
NATURE'S DESIGN ASSOCIATES, LLC
15674 INDIANA GULCH ROAD
JAMESTOWN, CO 80455
CONTACT: BECKY MARTINEK
APPLICANT/TENANT
THE GREEN SOLUTION, LLC
700 17TH STREET, SUITE 2200
DENVER, CO 80202
CONTACT: KYLE SPEIDELL
PROJECT DATUM: NAVD88
SOURCE BENCHMARKS:
1. CITY OF FORT COLLINS BM 1-00
2" ALUMINUM CAP ON A CATCH BASIN AT THE SOUTHEAST CORNER OF VINE DRIVE AND COLLEGE
AVENUE.
ELEVATION = 4968.74 (NAVD 88)
2. CITY OF FORT COLLINS BENCHMARK 43-97
2" ALUMINUM CAP LOCATED ON THE SOUTH END OF THE WEST HEADWALL OF THE LAKE CANAL
BRIDGE AT NORTH LEMAY AVENUE, 200 FEET SOUTH OF THE INTERSECTION OF LEMAY AVENUE AND
CONIFER STREET.
ELEVATION = 4960.11 (NAVD 88)
MEASURED ELEVATION = 4960.18
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING
DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD
BE USED. NGVD29 = NAVD88 - 2.94'.
BENCHMARKS
OWNER'S ACKNOWLEDGMENT
THE UNDERSIGNED DOES/DO HEREBY CERTIFY THAT I/WE ARE THE LAWFUL OWNERS
OF THE REAL PROPERTY DESCRIBED ON THIS SITE PLAN AND DO HEREBY CERTIFY THAT
I/WE ACCEPT THE CONDITIONS AND RESTRICTIONS SET FORTH ON SAID SITE PLAN.
OWNER (SIGNED) DATE
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME
THIS ________ DAY OF _____________ 20_____ A.D. BY
(PRINT NAME)
AS ____________________________________
MY COMMISSION EXPIRES:_______________
WITNESS MY HAND AND OFFICAL SEAL.
NOTARY PUBLIC ADDRESS
PLANNING CERTIFICATE
APPROVED BYT THE DIRECTOR OF PLANNING OF THE CITY OF FORT COLLINS, COLORADO
ON THIS ________ DAY OF _____________ 20_____ A.D. BY
DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES
SHEET INDEX
COVER SHEET 1 OF 8
SITE PLAN 2 OF 8
LANDSCAPE PLAN (L-1) 3 OF 8
LANDSCAPE PLAN (L-2) 4 OF 8
BUILDING ELEVATIONS (A2.1) 5 OF 8
LIGHTING PLAN (E1) 6 OF 8
FLOODPLAIN SITE PLAN (1 OF 2) 7 OF 8
FLOODPLAIN CROSS SECTION (2 OF 2) 8 OF 8