HomeMy WebLinkAboutDUTCH BROS - FDP190017 - DOCUMENT MARKUPS - ROUND 1 - RESPONSE TO STAFF REVIEW COMMENTSSITE
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
KENSINGTON COMMONS
DUTCH BROS COFFEE
COVER SHEET
6/26/2019
N/A
N/A
ES
MPO
1380-165-00
1 of 5
M SQUARED, LLC
7303 S. TIMBERLINE ROAD
FORT COLLINS, COLORADO 80525
CONTACT: NATE FRARY
vicinity map
Scale:: 1"=500'
UTILITY PLANS FOR:
KENSINGTON COMMONS
DUTCH BROS COFFEE
LOCATED IN THE SOUTHEAST QUARTER OF SECTION 35,
TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
JUNE 2019
AD ALGEBRAIC DIFFERENCE
AE ACCESS EASEMENT
ARV AIR RELEASE VALVE
ASSY ASSEMBLY
BLDG BUILDING
BOV BLOW OFF VALVE
BW BOTTOM OF WALL
C&G CURB AND GUTTER
CL CENTERLINE
CMP CORRUGATED METAL PIPE
DE DRAINAGE EASEMENT
EAE EMERGENCY ACCESS EASEMENT
EG EXISTING GRADE
EL ELEVATION
ENV ENVELOPE
ES EMERGENCY SPILLWAY
ESMT EASEMENT
EX EXISTING
FES FLARED END SECTION
FH FIRE HYDRANT
FL FLOWLINE
GB GRADE BREAK
GD GROUND
KENSINGTON DRIVE
MASON STREET
SOUTH COLLEGE AVENUE
LOT 1
LOT 2 THE GATEWAY AT HARMONY ROAD P.U.D.
THIRD FILING LOT 3
R
evisions
No. Date Description By
Revisions
No. Date Description By
0
SCALE: 1" = 20'
20 10 20 40
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
KENSINGTON COMMONS
DUTCH BROS COFFEE
DEMOLITION PLAN
6/26/2019
N/A
N/A
ES
MPO
1380-165-00
2 of 5
M SQUARED, LLC
7303 S. TIMBERLINE ROAD
FORT COLLINS, COLORADO 80525
CONTACT: NATE FRARY
PROP
BLDG
FFE=
37.30
KENSINGTON DRIVE
SOUTH COLLEGE AVENUE
LOT 1
BLANKET
UE, DE, AE
LOT 2
BLANKET
UE, DE, AE
MASON STREET
LOT 1
LOT 2 THE GATEWAY AT HARMONY ROAD P.U.D.
THIRD FILING LOT 3
R
evisions
No. Date Description By
Revisions
No. Date Description By
0
SCALE: 1" = 20'
20 10 20 40
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
KENSINGTON COMMONS
DUTCH BROS COFFEE
UTILITY PLAN
6/26/2019
N/A
N/A
ES
MPO
1380-165-00
3 of 5
M SQUARED, LLC
7303 S. TIMBERLINE ROAD
FORT COLLINS, COLORADO 80525
CONTACT: NATE FRARY
NOTES:
1. ALL STORM SEWER AND SANITARY SEWER, AS WELL AS POWER AND OTHER "DRY" UTILITY INSTALLATIONS, SHALL CONFORM TO
THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS CURRENT AT THE DATE OF APPROVAL OF THE PLANS BY THE LOCAL
ENGINEER.
2. STORM SEWER PIPE SHALL BE RCP OR PVC WITH WATER TIGHT JOINTS AS SPECIFIED ON THE PLAN. ALL STORM SEWER SHALL BE
INSPECTED BY THE CITY OF FORT COLLINS (COFC).
3. LENGTH OF PIPE IS MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND INCLUDES THE FLARED END
SECTION.
4. ALL WATER CONSTRUCTION SHALL CONFORM TO THE CITY OF FORT COLLINS WATER STANDARDS AND SPECIFICATIONS CURRENT
Cr e s t Rd
P
a
l
m
e
r
D
r
V
e
n
t u
r
i
Dr
Hogan Dr
N
o
r
t
h
L a r k b u n t i n g
D
r
Lost
Ct
Be
n
t h a v e n
S t
G
r
a
n
i
t
e
C
t
Tanager
St
Asbur y
Wi nt er
Ct
Ct
Har mony Vi l l age Tr ai l er Cour t
Dr
Clarendon Hills
Dr
Dr
Rochelle Cir
Ashford
Ln
Dr
Langdale
Ct
Alexa
Hinsdale
Ct
LOT 2
BLANKET
UE, DE, AE
LOT 1
BLANKET
UE, DE, AE
2 - NSC
16 - FGP 12 - DFG
3 - BCJ
FRG - 16
BCJ - 4
FGP - 16
FRG - 16
ID - 3
FRG - 5
3 - FRG
5 - DFG
12 - BES
FRG - 14
31 - FGP
16 - DFG
BES - 12
16 - BBF
35 - BBF
3 - CBC
14 - FRG
1 - SSL
49 - RSD
9 - ID
27 - FGP
BCJ - 4
20 - DBB
4 - BCJ
FGP - 48
2" - 4"
COBBLE
MULCH
2" - 4"
COBBLE
MULCH
TIE TO
EXISTING
LANDSCAPE
EXISTING SIGN
KENSINGTON DRIVE
COLLEGE AVENUE
EXISTING
TREE TO
REMAIN
EXISTING TREES
TO REMAIN (TYP)
EXISTING TREES TO
REMAIN (TYP)
EXISTING TREES TO
REMAIN (TYP)
EXISTING
TREE TO
REMAIN
KCT - 1
KCT - 1
NSC - 4
DBB - 1
DBB - 1
KCT - 1
EXISTING JIFFY LUBE
(NOT A PART)
DUTCH
BROS
BUILDING
TRASH
ENCLOSURE
EVERGREEN TREES QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER
NSC 6 Picea abies `Cupressina` Fastigiate Norway Spruce 8` Ht. B&B
FLOWERING/ACCENT TREES QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER
CBC 3 Malus x `Coaralburst` Coralburst Crabapple 2.5" Cal. B&B
SHADE/CANOPY TREES QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER
KCT 3 Gymnocladus dioica `Espresso` Seedless Kentucky Coffeetree 3" Cal. B&B
SSL 1 Tilia cordata `Sterling Silver` `Sterling Silver` Linden 3" Cal. B&B
DECIDUOUS SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE
ID 12 Cornus stolonifera `Isanti` Isanti Dogwood 5 gal.
24" (h) FULL SPECIMEN, EVENLY AND
WELL BRANCHED
DBB 22 Euonymus alatus `Compactus` Compact Burning Bush 5 gal.
24" (h) FULL SPECIMEN, EVENLY AND
WELL BRANCHED
EVERGREEN SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE
BCJ 15 Juniperus horizontalis `Blue Chip` Blue Chip Juniper 5 gal.
12" (h) FULL SPECIMEN, EVENLY AND
WELL BRANCHED
GRASSES QTY BOTANICAL NAME COMMON NAME SIZE
FRG 68 Calamagrostis x acutiflora `Karl Foerster` Feather Reed Grass 1 gal.
WELL ROOTED AND ESTABLISHED
BBF 51 Festuca glauca `Boulder Blue` Boulder Blue Fescue 1 gal.
WELL ROOTED AND ESTABLISHED
FGP 138 Miscanthus sinensis `Purpurescens` Flame Grass Purple Maiden 1 gal.
WELL ROOTED AND ESTABLISHED
DFG 33 Pennisetum alopecuroides `Hameln` Hameln Dwarf Fountain Grass 1 gal.
WELL ROOTED AND ESTABLISHED
PERENNIALS QTY BOTANICAL NAME COMMON NAME SIZE
BES 24 Rudbeckia fulgida `Goldstrum` Black Eyed Susan 1 gal.
WELL ROOTED AND ESTABLISHED
SHRUB AREAS QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER
49 Hemerocallis x `Ruby Stella` Ruby Stella Daylily 1 gal.
(46%)
(23%)
(23%)
(8%)
IRRIGATED TURF 3,337 sf
DURA-TURF FESCUE BLEND - SOD
Landscape Plan
Sheet Number:
Fort Collins CO
M Squared LLC
GROUP
landscape architecture|planning|illustration
444 Mountain Ave.
Behtroud,CO 80513
TEL
WEB
970.532.5891
TBGroup.us
PROJECT TITLE
REVISIONS
ISSUE DATE
SHEET TITLE
SHEET INFORMATION
DATE
SEAL
May 23, 2019
DATE
PREPARED FOR
121 Kensington Drive
DUTCH BROS
Fort Collins CO 80525
3703 South Timberline Road
OWNER:
CITY COMMENTS 06.28.19
L-1
3
Landscape Plan
SCALE 1" = 10'-0"
0 10' 15' 20'
NORTH
PLANT SCHEDULE
LANDSCAPE LEGEND
STEEL EDGER
EXISTING TREES
TO REMAIN
TREE SYMBOLS DENOTED
WITH AN 'M' INDICATE
MITIGATION TREES AND
THEIR LOCATIONS.
M
M
M
M
M
WATER BUDGET
ZONE AREA (SF) WATER USE GALLONS
HIGH 0 18 GAL/SF 0 GAL
MODERATE 5,330 10 GAL/SF 53,300 GAL
LOW 1,993 3 GAL/SF 5,979 GAL
VERY LOW 0 0 GAL/SF 0 GAL
TOTAL/AVERAGE 7,323 59,279 GAL 8.09 GAL/SF
M
M
M M
M
M
M
M
M
CRITICAL ROOT ZONES
Dr
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g
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Dr
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WARREN LAKE
BURLINGTON NORTHERN R.R.
Ln
Dahlia
Ct
Ensenada
Ct
Dennison Ave
Pebble
Ct
Stream
Ct
Creek
Ct
Albion
Way
Elmhurst
Dr
Wabash
St
Sauls-
bury
Ct
S Mason St
Boardwalk Dr
Troutman Pkwy
Butte Pass Dr
Moss Creek
Great Plains
Granby
Ct
Dillon
Way
Golden
Ridge Wy
Fall
River
Flat-
Ct
iron
Wolf
Creek
Ct
Table Mtn Pl
Mountain Dr
Blue
Bear Creek Dr
Creek
Ct
Snow
Ridge Ct
Kremling Ln
Deer Cre
e
k
Ln
Black
Hawk
Beaver Creek Dr
Grand
Lake
Rosecrown
Ct
Starflower
Dr
Bitterb r
u
s
h
Ln
Hollyhock St
Mar
old
Ln
i
g
Waterleaf
Ct
Goldeneye
Dr
Wi
d
geon St
Guille-
mont
St
Thrasher
St
Warbler
St
Hummingbird
Dr
Pipit
Ct
Chukon
Ct
Kensington
Dr
Owl
Ct
Towhee St
Starling St
Coronado
Prairie St
Hi
n s
d
a
le
Fairway Ln
Player
Ln
Nicklaus
Ct
Seaway
Whalers
Sandy Cove
Shore
W
es
t
s
h
o
r
e
W
a
y
Boar
d
walk
Break
w
at
er
Spring
Canyon Ct
Sky
sail
Ln
Cor-
Ct
Sand-
dollar
Crows
Nest
Ct
Ct
morant
S
pi
nn
a
Landings
JFK
Pkwy
COLLEGE AVE
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.
Legal Description:
Lot 1 Land-Use Statistics: Vicinity Map: NORTH Site Plan Notes:
Owner's Certification of Approval:
THE UNDERSIGNED DOES/DO HEREBY CERTIFY THAT I/WE ARE THE LAWFUL OWNERS OF 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.
IN WITNESS WHEREOF, WE HAVE HEREUNTO SET OUR HANDS AND SEALS THIS THE _______ DAY OF
_______________________, 20________.
BY:
_____________________________________________________________
NOTARIAL CERTIFICATE
STATE OF COLORADO)
COUNTY OF _________)
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY _______________________
THIS ______ DAY OF ________________________, 20________.
MY COMMISSION EXPIRES:_____________ __________________
NOTARY PUBLIC
(SEAL)
LOT 1 GROSS AREA COVERAGE
SQUARE FEET ACRES % OF
BUILDING FOOTPRINTS 812 0.019 4%
LANDSCAPE AREA 4,954 0.114 27%
PAVED DRIVES AND PARKING 10,000 0.229 54%
SIDEWALKS / PATHS 2,873 0.066 15%
TOTAL AREA: 18,639 0.428 100%
EXISTING ZONING: CG - GENERAL COMMERCIAL
LOT 1 GROSS LAND AREA: 18,639 S.F.
LOT 2 GROSS LAND AREA: 16,128 S.F.
TOTAL LAND AREA: 34,767 S.F.
NUMBER OF BUILDINGS: 1 PROPOSED/1 EXISTING
PROPOSED LAND USE (LOT 1): DRIVE-THRU COFFEE SHOP
EXISTING LAND USE (LOT 2): VEHICLE SERVICING AND MAINTENANCE
TOTAL STORIES: 1
LOT 1 PROPOSED BUILDING AREA: 823 SQ. FT.
LOT 2 EXISTING BUILDING AREA: 2074 SQ. FT.
PROJECT
LOCATION
NOT TO SCALE
Cover Sheet
Planning Approval:
BY THE DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES OF THE
CITY OF FORT COLLINS, COLORADO THIS__________DAY OF _________________________ A.D.,
20_______.
_____________________________________________________________________________________
DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES
Sheet Number: 1
Fort Collins CO
M Squared LLC
GROUP
landscape architecture|planning|illustration
444 Mountain Ave.
Behtroud,CO 80513
TEL
WEB
970.532.5891
TBGroup.us
PROJECT TITLE
REVISIONS
ISSUE DATE
SHEET TITLE
SHEET INFORMATION
DATE
SEAL
May 23, 2019
DATE
PREPARED FOR
121 Kensington Drive
DUTCH BROS
Fort Collins CO 80525
3703 South Timberline Road
OWNER:
CITY COMMENTS 06.28.19
BICYCLE PARKING:
PER LUC SECTION 3.2.2 (C) 4 (b):
REQUIRED:
1.5 / 1,000 SQ. FT., MIN. 4
PROVIDED:
4 SPACES
COMBINED LOTS 1 AND 2 OFF-STREET PARKING:
SPACES REQUIRED:
LOT 1 FAST FOOD = 815 SQ. FT. (PROPOSED)
7/1000 MIN. 15/1000 MAX. = 6 MIN. OR 12 MAX.
LOT 2 VEHICLE SERVICING AND MAINTENANCE = 2074 SQ. FT. (EXISTING)
2/1000 MIN. 5/1000 MAX. = 4 MIN. OR 10 MAX.
SPACES PROVIDED:
LOT 1 FAST FOOD
6 STANDARD SPACES (9' X 17')
1 VAN ACCESSIBLE SPACE (8' X 17')
LOT 2 VEHICLE SERVICING AND MAINTENANCE
12 STANDARD SPACES (9' X 17')
LOTS 1 AND 2 TOTAL
19 SPACES TOTAL PROVIDED
Sheet Index:
COVER SHEET 1
SITE PLAN 2
NEIGHBORHOOD CONTEXT PLAN 3
LANDSCAPE PLAN L-1
DETAILS AND NOTES L-2
TREE MITIGATION PLAN L-3
EXTERIOR ELEVATIONS A2.1
TRASH ENCLOSURE PLAN AND DETAILS A0.5
PHOTOMETRIC P1.0
DUTCH BROS
A Replat of lot 1, The Gateway at Harmony Road P.U.D., First Filing, Situate in
the Southeast Quarter of Section 35, Township 7 North, Range 69 West of the 6th P.M.,
City of Fort Collins, County of Larimer, State of Colorado
KENSINGTON COMMONS
A REPLAT OF LOT 1, THE GATEWAY AT HARMONY ROAD P.U.D., FIRST FILING,
SITUATE IN THE SOUTHEAST QUARTER OF SECTION 35, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M.,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
AT THE DATE OF APPROVAL OF THE PLANS BY THE CITY OF FORT COLLINS.
5. WATER MAINS AND FIRE LINES SHALL BE PVC(C900) AS SPECIFIED BY THE COFC. THE MINIMUM COVER OVER WATER LINES IS 4.5
FEET AND THE MAXIMUM COVER IS 5.5 FEET UNLESS OTHERWISE APPROVED BY THE COFC.
6. ALL WATER SERVICES SHALL BE INSTALLED AT A MINIMUM OF 5 FEET BELOW FINISHED FLOOR ELEVATION AND SHALL BE TYPE K
COPPER AS SPECIFIED BY COFC.
7. ALL SANITARY SEWER PIPE SHALL BE PVC (SDR35) UNLESS OTHERWISE NOTED ON THE PLAN. SEWER PIPE
SHALL BE AS SPECIFIED BY THE CITY OF FORT COLLINS STANDARD PLANS AND SPECIFICATIONS.
8. 2" FORCE MAIN SHALL BE HDPE PIPE INSTALLED AT A MINIMUM OF 4' BELOW FINISH GRADE WITH TRACER WIRE.
9. EXISTING UTILITIES UNDER PAVERS MAY NEED TO BE LOWERED. CONTRACTOR TO VERIFY HORIZONTAL AND
VERTICAL LOCATIONS.
10. SEE ARCHITECTURAL DRAWINGS FOR WALL LOCATION DETAILS OF GAS METERS, ELECTRIC METERS, AND
TELEPHONE TERMINALS.
11. LIMITS OF STREET CUT SHOWN ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY CITY
ENGINEER INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH THE CITY STREET REPAIR STANDARDS.
12. 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 IMPROVEMENTS
AND/OR PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE
FIRST CERTIFICATE OF OCCUPANCY.
GV GATE VALVE
HP HIGH POINT
IE IRRIGATION EASEMENT
INV INVERT
IRR IRRIGATION
LF LINEAR FEET
LP LOW POINT
LT LEFT
MH MANHOLE
PAE PUBLIC ACCESS EASEMENT
PE PEDESTRIAN EASEMENT
PERF PERFORATED
PC POINT OF CURVATURE
PCC POINT OF COMPOUND CURVATURE
PCR POINT OF CURB RETURN
PI POINT OF INTERSECTION
PRC POINT OF REVERSE CURVATURE
PT POINT OF TANGENCY
PVC POLYVINYL CHLORIDE
RCP REINFORCED CONCRETE PIPE
RD ROOF DRAIN
RT RIGHT
SAN SANITARY SEWER
SDMH STORM DRAIN MANHOLE
STA STATION
STM STORM SEWER
TC TOP OF CONCRETE
TB THRUST BLOCK
TBW TOP BACK OF WALK
TOF TOP OF FOUNDATION
TW TOP OF WALL
TYP TYPICAL
UE UTILITY EASEMENT
VCP VITRIFIED CLAY PIPE
VPC VERTICAL POINT OF CURVATURE
VPI VERTICAL POINT OF INTERSECTION
VPT VERTICAL POINT OF TANGENCY
ABBREVIATION LIST
PROPOSED STREET LIGHT
PROPOSED STORM MANHOLE
PROPOSED STORM SEWER
PROPOSED WATER CURB STOP/ METER PIT
PROPOSED SANITARY SEWER CLEANOUT
EXISTING SANITARY SEWER MAIN
PROPOSED TELEPHONE
EXISTING GAS
EXISTING STORM SEWER
EXISTING WATER MAIN
EXISTING STORM SEWER MANHOLE
EXISTING SANITARY SEWER MANHOLE
PROPOSED STORM INLET
LEGEND
PROPOSED CONCRETE
PROPOSED MINOR CONTOUR
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING UTILITY POLE
EXISTING GUY WIRE
PROPOSED GAS
EXISTING ELECTRIC LINE PROPOSED ELECTRIC
EXISTING TELEPHONE LINE
EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT
EXISTING WATER VALVE
PROPOSED SANITARY SEWER MAIN
PROPOSED WATER MAIN
EXISTING CONCRETE
RIGHT-OF-WAY LINE
EXISTING FLOWLINE, CURB & GUTTER
EASEMENT LINE
PROPOSED FLOWLINE, CURB & GUTTER
PROPOSED FENCE/RAILING
EXISTING OVERHEAD UTILITY
EXISTING STORM SEWER INLET
PROPOSED WATER VALVE
PROPOSED SANITARY SEWER MANHOLE
PROPOSED UTILITY POLE
EXISTING STREET LIGHT
EXISTING EDGE OF ASPHALT
III
III
III
III
III
III
PROPOSED FLARED END SECTION (FES)
ARCHITECT
r4 Architects
226 Remington STreet Unit 3
Fort Collins, CO 80524
PH. 970.224.0630
Contact: Matt Rankin
PLANNER
TB Group
444 Mountain Avenue
Berhoud, CO 80513
PH. 970.532.5891
Contact: Cathy Mathis
ENGINEER
Interwest Consulting Group
1218 W. Ash, Suite A
Windsor, Colorado 80550
PH. 970.674.3300
Contact: Mike Oberlander
SURVEYOR
King Surveyors
650 East Garden Drive
Windsor, Colorado 80550
PH. 970.686.5011
Contact: Paul Groves
INDEMNIFICATION STATEMENT:
THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR
CONCEPT ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE
REVIEWING DEPARTMENT, THE LOCAL ENTITY ENGINEER, OR THE
LOCAL ENTITY FOR ACCURACY AND CORRECTNESS OF THE
CALCULATIONS. FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT
QUANTITIES OF ITEMS ON THE PLANS ARE THE FINAL QUANTITIES
REQUIRED. THE REVIEW SHALL NOT BE CONSTRUED IN ANY REASON AS
ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE LOCAL ENTITY
FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE
REQUIRED DURING THE CONSTRUCTION PHASE.
INDEX OF SHEETS
Sheet No. Description of Sheets
PRELIMINARY
NOT FOR CONSTRUCTION
BENCHMARKS:
PROJECT DATUM: NAVD88
BENCHMARK #48-01
APPROXIMATELY 1/2 MILE SOUTH OF HORSETOOTH ROAD, WEST SIDE OF COLLEGE AVENUE AT THE
ENTRANCE TO BARNES AND NOBLE BOOKSTORE, IN THE NORTHEAST CORNER OF THEIR PARKING
LOT, ON A CONCRETE CURB.
ELEVATION=5036.76
BENCHMARK #7-13
NORTHWEST CORNER OF HORSETOOTH RD. AND STOVER ST., ON A CONCRETE TRAFFIC SIGNAL BASE.
ELEVATION=5005.69
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING
DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR
VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY
PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED:
NGVD29 UNADJUSTED (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.19'.
UTILITY CONTACTS:
City of Fort Collins
Fort Collins, Colorado 80522
700 Wood Street
TELEPHONE SERVICE
Century Link
3702 Automation Dr, Suite 106
Fort Collins, Colorado 80525
Contact: Engineering Office
NATURAL GAS
Xcel Energy
1901 E. Horsetooth Road
Contact: Stephanie Rich
UTILITIES ENGINEER Fort Collins, Colorado 80525
Matt Simpson
Ph. 970.416.2754
LIGHT & POWER
Ph. 970.225.7828
Ph. 970.490.7508
COVER SHEET
DEMOLITION PLAN
UTILITY PLAN
GRADING PLAN
DRAINAGE PLAN
1
2
3
4
5
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Austin Kreager
Ph. 970.224.6152