HomeMy WebLinkAboutWOODSPRING SUITES - FDP200004 - DOCUMENT MARKUPS - ROUND 2 - LANDSCAPE PLAN (2)FORT COLLINS, COLORADO
847 SE FRONTAGE ROAD
WOODSPRING SUITES
FOR REVIEW ONLY
NOT FOR
Kimley-Horn and Associates, Inc.
CONSTRUCTION
FOR REVIEW ONLY
NOT FOR
Kimley-Horn and Associates, Inc.
CONSTRUCTION
FINAL DEVELOPMENT PLANS FOR
WOODSPRING SUITES
LOT 1, INTERCHANGE BUSINESS PARK SECOND FILING, LOCATED IN THE NORTHWEST ONE-QUARTER OF
SECTION 15, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
JANUARY 24, 2020
1 - COVER SHEET
2 - SITE PLAN
3 - CONTEXTUAL SITE PLAN
4 - GRADING PLAN
5 - UTILITY PLAN
6 - TRASH - RECYCLE ENCLOSURE
7 - LANDSCAPE PLAN
8 - LANDSCAPE NOTES & SCHEDULES
9 - PLANTING DETAILS
10 - SITE AMENITIES
11 - SITE LIGHTING AND PHOTOMETRIC PLAN
12 - LIGHTING CUT SHEETS
PROJECT BENCHMARKS:
NATIONAL GEODETIC SURVEY 1984 BENCHMARK, DESIGNATION - D 402, AT THE JUNCTION OF
STATE HIGHWAY 14 AND 9TH STREET, 398' SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES
OF HIGHWAY 14. 36.1' EAST OF THE CENTERLINE OF 9TH STREET, AND 4.3' NORTH OF UTILITY POLE
NUMBER 530 WITH TWO GUY WIRES. NOTE: ACCESS TO THE DATUM POINT IS THROUGH A 5" LOGO
CAP, ELEVATION = 4927.07' (NAVD 88 VERTICAL DATUM).
BASIS OF BEARINGS: S54°31'02"W, BEING THE SOUTH TANGENT LINE OF LOT 1, INTERCHANGE
BUSINESS PARK SECOND FILING AS MEASURED BETWEEN THE MONUMENTS FOUND AND SHOWN
HEREON.
COVER SHEET
N SITE LOCATION MAP
ORIGINAL FIELD SURVEY:
POINT CONSULTING, LLC.
PROJECT NUMBER: 19.015
DATE: FEBRUARY 27, 2019
SUBSURFACE EXPLORATION BY:
RACHEL C. POTT, E.I.
TERRACON
1901 SHARP POINT DRIVE, SUITE C
FORT COLLINS, CO 80525
DISCLAIMER STATEMENT:
THESE PLANS HAVE BEEN REVIEWED BY THE CITY OF FORT COLLINS FOR CONCEPT ONLY. THE
REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE CITY OF FORT
COLLINS ENGINEER, OR THE CITY OF FORT COLLINS 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 FOR
ANY REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE CITY OF FORT COLLINS FOR
ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION
PHASE.
CERTIFICATION STATEMENT:
I HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS WERE PREPARED UNDER MY DIRECT
WOODSPRING SUITES
847 SE FRONTAGE ROAD
TRASH - RECYCLE ENCLOSURE
FORT COLLINS, COLORADO
LKArchitecture
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345 Riverview Wichita, KS 67203
316.T 268.0230 F 316.268.0205
LKArchitecture, Inc.••
3 TRASH ENCLOSURE WALL SECTION
1/2"=1'-0"
4" GRANULAR FILL
CONCRETE SLAB
REF. CIVIL & STRUCTURAL DWGS.
FOR DIMENSIONS 8'-0"
NOM. 8" CMU, PAINT EXPOSED
INSIDE SURFACES MIN. TWO COATS
OF ENAMEL SW 6120.
4 PIPE BOLLARD
1/2"=1'-0"
CONCRETE PIER FOOTING
CONCRETE SLAB
1/2" EXP. JOINT FILLER
AND SEALANT
6" STD. STEEL PIPE FILLED WITH
CONCRETE, PAINT SAFETY YELLOW
PRE-FAB BOLLARD CAP AS PROVIDED
BY "TOP GARD" PIPE BOLLARDS CAPS
UNDISTURBED SOIL
REF. CIVIL AND STRUCTURAL
DWGS. FOR DIMENSIONS 3'-0"
1/2"
6"
3'-0"
6" 7'-2"
4" 4
CHISELED STONE 4 1/2"
CAP TO MATCH
STONE ON TRASH
ENCLOSURE WALL
CULTURED STONE TO
MATCH STONE ON BUILDING
SET POSTS IN
CONCRETE, TYP.
• ••••• •• ••••••• ••• •••••••••••••••••••••••••••••••••••• •••••••••
5" STEE STEEL PIPE FILLED
WITH CONCRETE
TS 3"X2"X.125" FRAME
WITH 1"X1" MIN. .125
GAGE WIRE FABRIC
PANELS, PAINT
SW 6120
GREASE NIPPLE AT
EACH SLEEVE
77
6" 7'-7' 2"
4"
4 1/2"
4
QUE SK2
4 B & B
GYM DIO
3 B & B
QUE SHU
1 B & B
PIN ST2
1 B & B
PIN ST2
1 B & B
RIB AL2
15 5 gal
RIB AL2
9 5 gal
PAN SH3
13 5 gal
POT DRO
7 3 gal
RIB AL2
9 5 gal
PAN SH3
23 5 gal
POT DRO
13 3 gal
JUN PFI
5 5 gal
JUN PFI
5 5 gal
JUN PFI
5 5 gal
EUO COM
9 5 gal
JUN PFI
5 5 gal
RUD GO2
51 4"pot
NEP WAL
25 4"pot
PER WAL
11 4"pot
PER WAL
11 4"pot
NEP WAL
43 4"pot
HEM PAR
14 4"pot
HEM PAR
14 4"pot
BOU BLO
17 2 gal
CAL KAR
12 3 gal
BOU BLO
27 2 gal
RHU GR2
4 5 gal
TIL RED
2 B & B
TIL RED
3 B & B
WOODSPRING SUITES
847 SE FRONTAGE ROAD
FORT COLLINS, COLORADO
Architecture
$UFKLWHFWXUH(QJLQHHULQJ3ODQQLQJ,QWHULRU'HVLJQ/DQGVFDSH$UFKLWHFWXUH
T F
LKArchitecture, Inc.
Designed:
Drawn:
Checked:
Date:
9
PLANTING DETAILS
X
2X
1/2"=1'-0"
J.Best
J.Best
J.Best
01.21.20
STONE SIZE VARIES - 4" - 8" HEIGHT
CUT SANDSTONE WALL DRY-LAY
BATTER WALL AT 1:8 OR 12.5% BOTH FACES
GARDEN WALL
FOR PERFORATED DRAIN PIPE AND DRAIN ROCK
DAYLIGHT THROUGH WALL AT 30' O.C.
COMPACTED SUBGRADE PER SOIL ENGINEER'S REPORT.
STONE SIZE VARIES - 4" - 8" HEIGHT
4" MULCH LAYER
BATTER WALL AT 1:8 OR 12.5% BOTH FACES
COMPACTED AGGREGATE
PREPARED PLANTER BACKFILL
FRIABLE SANDY LOAM, 3% ORGANIC MATERIAL
RETAINING WALL
COMPACTED SUBGRADE PER SOIL ENGINEER'S REPORT.
COMPACTED AGGREGATE
STONE SIZE VARIES - 4" - 8" HEIGHT
CUT SANDSTONE WALL DRY-LAY
BATTER WALL AT 1:8 OR 12.5% BOTH FACES
FILTER FABRIC
NOTE:
LENGTHS SHALL VARY BETWEEN 8"-24" LONG
CUT SANDSTONE SHALL BE BETWEEN 4"-8" HEIGHT
CAP STONE SHALL BE CONTINUOUS WIDTH
2/18/2020
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CEL PR2
3 B & B
CEL PR2
2 B & B
JUN PFI
5 5 gal
EUO COM
14 5 gal
EUO COM
14 5 gal
JUN TAY
6 B & B
CAR PET
7 2 gal
PAN SH3
11 5 gal
JUN PFI
8 5 gal
JUN SCO
1 B & B
CAL KAR
9 3 gal
CEL OCC
1 B & B
QUE SK2
1 B & B
QUE SK2
1 B & B
QUE SK2
1 B & B
JUN PFI
10 5 gal
JUN PFI
2 5 gal
JUN PFI
2 5 gal
PIN PIN
1 B & B
RUD GO2
32 4"pot
ACH MOO
15 4"pot
QUE SHU
1 B & B
CAR PET
7 2 gal
RHU GR2
14 5 gal
BOU BLO
16 2 gal
RIB AL2
15 5 gal
QUE MUE
1 B & B
QUE MUE
1 B & B
QUE MUE
1 B & B
QUE MUE
1 B & B
GYM DIO
1 B & B
QUE MUE
1 B & B
QUE SHU
1 B & B
QUE SHU
1 B & B
QUE MUE
1 B & B
PIN PIN
1 B & B
GLE SH2
1 B & B
GYM DIO
1 B & B
QUE SK2
1 B & B
QUE SK2
1 B & B
PIN ST2
3 B & B
CAR PET
7 2 gal
RHU GR2
46 5 gal
PAN SH3
25 5 gal
CAR PET
14 2 gal
RHU GR2
13 5 gal
CAR PET
9 2 gal
CAR PET
PAN SH3 13 2 gal
26 5 gal
BOU BLO
11 2 gal
PIN ST2
3 B & B
RIB AL2
8 5 gal
CAL KAR
9 3 gal
JUN SCO
2 B & B
RUD GO2
1 4"pot
PAN SH3
20 5 gal
POT DRO
8 3 gal
PAN SH3
7 5 gal
CAR PET
6 2 gal
PIC G22
6 B & B
PIN NIG
5 B & B
JUN SCO
3 B & B
PIN PIN
3 B & B
JUN SCO
5 B & B
RIB AL2
20 5 gal
CHA LAT
7 3 gal
RHU GR2
14 5 gal
JUN PFI
13 5 gal
JUN SCO
3 B & B
BOU BLO
17 2 gal
PYR PE2
3 B & B
PYR PE2
4 B & B
QUE MUE
1 B & B
10'
12'-10"
10'
10'-8"
10'-11"
12'-8"
42'-4"
64'-9"
3'
3'
PAN SH3
7 5 gal
7'-5" 5'
7'-7" 5'
5'
5'
5'
5'
6'-6"
6'-6"
5'
5'
PIN PIN
7 B & B
JUN WO3
4 B & B
JUN WO3
4 B & B
ALANDSCAPE SCALE: 1" = 20'-0" PLAN
Section 3.2.1 Landscaping & Tree Protection
Item D - Street Trees: 30'-40' Spacing along Southeast Frontage Road
310 LF Frontage / 40 LF = 8 Required Trees (50% Single Species)
7 Trees Provided in R/W, 5 Trees Provided Adjacent Property
Item E - Landscape Standards
- Parking Lot Perimeter: Northwest Property Line: 276 LF / 40 = 7 Required Trees
Southwest Frontage Road: NA- Building Screens Parking Lot
70% Screening Required
7 Trees Provided, Screening Provided
- Parking Lot Interior: 10% of Interior Parking Lot to be Landscaped
54,764 SF Parking Lot 6,421 SF Landscaped Area (11.7%)
1 Tree/150 SF Parking Lot Landscaped Area
7,600/ 150 = 43 Trees Required
43 Trees Provided
- I-25 Corridor Landscape: 75% Screening Required (Berm & Shrubs)
1 tree & 10 Shrubs per 25' Frontage
610 LF Frontage = 25 Trees & 250 Shrubs Required
30 Trees Provided, 199 Shrubs Provided
36" High Dry-Stacked Sandstone Wall
- Building Landscaping: 50% of High-Visibility Facades - 50% Foundation Planting
Street Facade: 235 LF (117.5 LF Required) 118 LF Provided
Rear Facade: 242 LF (121 LF Required) 130 LF Provided
LANDSCAPE CALCULATIONS HYDROZONE CALCULATIONS
Very Low Zone
Low Zone
Moderate Zone
High Zone
WOODSPRING SUITES
847 SE FRONTAGE ROAD
FORT COLLINS, COLORADO
Architecture
$UFKLWHFWXUH(QJLQHHULQJ3ODQQLQJ,QWHULRU'HVLJQ/DQGVFDSH$UFKLWHFWXUH
T F
LKArchitecture, Inc.
Designed:
Drawn:
Checked:
Date:
Planting Areas 12,274 SF 10 Gallons/SF
-- -- --
122,740 Gallons
Totals 29,726 SF
11.7 Gallons/SF
347,086 Gallons
7
LANDSCAPE PLAN
TREE INVENTORY
# Species DBH
1 Siberian Elm < 11"
Condition
Fair
Mitigation
None Required
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.
Fescue Sod Area 11,466 SF 18 Gallons/SF 206,388 Gallons
J.Best
J.Best
J.Best
01.21.20
Buffalo Seed (on-site) 5,986 SF 3 Gallons/SF 17,958 Gallons
2/18/2020
**Mask all text in line work & hatching.**
**All circled are line over text.**
Mask Text
777
CANE BOLT - REF. 6/SA1.01
NOTE: ALL EXPOSED METAL TO
BE CLEANED AND PAINTED,
PER SPECIFICATIONS
2TRASH ENCLOSURE GATE ELEVATION
1/2"=1'-0"
1" STOP COLLAR
WELDED TO POST
TYP.
1TRASH ENCLOSURE PLAN
1/2"=1'-0"
CJ
CJ
SLOPE 1/4"/FT.
SLOPE 1/4"/FT.
EQ.
1'-0"
2'-9" 2'-9"
7" CONCRETE SLAB WITH
6X6 W1.4XW1.4 WWF -
VERIFY WITH CIVIL
8 C.Y. DUMPSTER (N.I.C.)
BOLLARD - REF.
4/SA.1 (6 PLACES) S)
EDGE OF
FOUNDATION
ENCLOSURE GATE (2 PAIR)
CULTRUED STONE TO
MATCH BUILDING ON 8"
CMU
3/SA1.01 TYP.
CJ
CJ
SLOPE 1/4"/FT.
SLOPE 1/4"/FT.
1'-0"
2'-9" 2'-9"
6 C.Y. RECYCLE Y BIN (N.I.C.)
2'-0"
24'-8"
REFER TO CIVIL FOR CONCRETE APPROACH
DRILL CONCRETE APRON TO
ACCEPT CANE BOLT, EA. SIDE
CANE BOLT - REF. 6/A8.5
2/SA1.01
PROVIDE 1 1/4" DIA. GALV.
STEEL PIPE, 3" LONG, SET
INTO CONCRETE TO RECEIVE
CANE BOLT (EA. SIDE)
5'-0" 5'-0"
F
5'-0" 5'-0" 2'-0"
EQ.
8"
12'-4" 12'-4"
7'-0" 5'-4" 5'-4" 7'-0"
.
13'-4""
7'-0" 3'-0" 3'-4"
CHISELED STONE
CAP TO MATCH
STONE ON TRASH
ENCLOSURE WALL
1'-7 3/4" 1'-7 3/4"
2/18/2020 10 6
**All circled are line over text.**
SUPERVISION, IN ACCORDANCE WITH ALL APPLICABLE CITY OF FORT COLLINS AND STATE OF
COLORADO STANDARDS AND STATUTES, RESPECTIVELY; AND THAT I AM FULLY RESPONSIBLE FOR
THE ACCURACY OF ALL DESIGN, REVISIONS, AND RECORD CONDITIONS THAT I HAVE NOTED ON
THESE PLANS.
CONTACT INFORMATION SHEET INDEX
PROJECT TEAM:
OWNER/APPLICANT
MATTHEW E. VOS
TALLGRASS FORT COLLINS, LLC
250 N. WATER
SUITE 300
WICHITA, KS 67202
ARCHITECT
LARRY WEBB
LK ARCHITECTURE
345 RIVERVIEW
SUITE 200
WICHITA, KS 67203
LANDSCAPE ARCHITECT
JEFF BEST
LK ARCHITECTURE
345 RIVERVIEW
SUITE 200
WICHITA, KS 67203
SITE ENGINEER
EMILY FELTON, P.E.
KIMLEY-HORN AND ASSOCIATES, INC.
4582 SOUTH ULSTER STREET
SUITE 1500
DENVER, CO 80237
SURVEYOR
CAMERON M. WATSON, PLS
POINT CONSULTING, LLC
8460 W KEN CARYL AVE
LITTLETON, CO 80128
TRAFFIC ENGINEER
CURTIS ROWE
KIMLEY-HORN AND ASSOCIATES, INC.
4582 SOUTH ULSTER STREET
SUITE 1500
DENVER, CO 80237
GEOTECHNICAL ENGINEER
RACHEL C. POTT, E.I.
TERRACON
1901 SHARP POINT DRIVE
SUITE C
FORT COLLINS, CO 80525
UTILITY CONTACTS:
GAS
TERRY STENCEL
XCEL ENERGY
(970) 225-7857
ELECTRIC
COY ALTHOFF
CITY OF FORT COLLINS LIGHT & POWER
(970) 224-6150
CABLE
DON KAPPERMAN
COMCAST
(970) 567-0425
TELECOMMUNICATIONS
WILLIAM JOHNSON
CENTURYLINK
(970) 377-6401
WATER
RANDY SIDDENS, P.E.
EAST LARIMER COUNTY WATER DISTRICT
(970) 493-2044
WASTEWATER
BRIAN ZICK, P.E.
BOXELDER SANITATION DISTRICT
(970) 498-0604
STORMWATER &
EROSION CONTROL
CITY OF FORT COLLINS
WES LAMARQUE
(970) 416-2418
LEGAL DESCRIPTION:
LOT 1, INTERCHANGE BUSINESS PARK SECOND FILING, BEING A REPLAT OF LOTS 15 AND 16,
INTERCHANGE BUSINESS PARK, RECORDED APRIL 20, 2010 AT RECEPTION NO. 20100021612,
CITY OF FORT COLLINS,
COUNTY OF LARIMER, STATE OF COLORADO
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
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 .
NOTARIAL CERTIFICATE
STATE OF COLORADO
COUNTY OF
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY (PRINTED
NAME)
THIS DAY OF , 20 .
MY COMMISSION EXPIRES:
NOTARY PUBLIC
(SEAL)
SITE PLAN 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.
FLOODPLAIN NOTE:
BY SCALED MAP LOCATION AND GEOGRAPHICAL REVIEW OF THE FLOOD INSURANCE RATE MAP
(FIRM) NUMBER 08069C0984H, DATED FEBRUARY 21, 2019, THE ENTIRE SITE APPEARS TO FALL
OUTSIDE OF ANY FLOODPLAINS.
LAND USE TABLE
E. MULBERRY ST.
SE FRONTAGE RD.
NW FRONTAGE RD.
NE FRONTAGE RD.
SW FRONTAGE RD.
STOCKTON AVE.
JOHN DEERE AVE.
CLOVERLEAF WAY
CANAL DR.
I-25
SITE
ZONING:
COMMERCIAL
ZONING:
COMMERCIAL
ZONING:
COMMERCIAL
ZONING:
COMMERCIAL
Does not match the
required format. See
written comments.
2/18/2020