HomeMy WebLinkAboutMARS LANDING - PDP190013 - SUBMITTAL DOCUMENTS - ROUND 5 - SITE, LANDSCAPE & ELEVATIONS PLANS76' ROW
C
54' -
11'5'3'8'TRAVEL LANEWALKPARKING6'5'BIKE LANEPARKWAYMINOR COLLECTOR STREET
MARS DRIVEBUFFERL
11'5'3'8'TRAVEL LANEWALKPARKING6'5'BIKE LANEPARKWAYBUFFER6-LANE ARTERIAL
COLLEGE AVENUE
LC
141' ROW
12'11'11'3'7'10'7'
15' UTIL
EASEMENT
BUFFERBIKE LANEPARKWAYWALKTRAVEL LANETRAVEL LANETRAVEL LANE12'11'11'3'7'10'7'
15' UTIL
EASEMENT
BUFFERBIKE LANEPARKWAYWALKTRAVEL LANETRAVEL LANETRAVEL LANE107' ROADWAY
19' MEDIAN
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Checked By:H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_C0.0_Cover.dwg - Donald Cecil - 7/27/2021Init.#Issue / DescriptionDateMARS LANDINGPROJECT DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTION07.28.2021
GNK000008
JEP
DBC
COVER SHEET
C0.0
PRELIMINARY DEVELOPMENT PLANS FOR:
Goodwin Knight
Mark Johnson, RLA
8605 Explorer Dr., Suite 250
Colorado Springs, Colorado 80920
719.598.5192
DEVELOPER / APPLICANT
GEOTECHNICAL ENGINEER
Earth Engineering Consultants, LLC
4396 Greenfiled Drive
Windsor, Colorado 80550
970.545.3908
PROJECT TEAM:
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.
DISCLAIMER STATEMENT:
I hereby affirm that these final construction plans were prepared under my direct 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.
CERTIFICATION STATEMENT:
Galloway & Company
Sarah Adamson, RLA
6162 S. Willow Drive, Suite 320
Greenwood Village, Colorado 80111
303.770.8884
LANDSCAPE ARCHITECT
UTILITY CONTACT LIST: *
Galloway & Company
James E. Prelog
5265 Ronald Reagan Blvd., Suite 210
Johnstown, Colorado 80534
970.800.3300
SITE ENGINEER / SURVEYOR
GAS Xcel Energy Stephanie Rich (970) 225-7828
ELECTRIC City of Fort Collins Light and Power Janet Mctague (970) 224-6152
CABLE Xfinity Don Kapperman (970) 484-7166
TELECOM. Centurylink William Johnson (970) 377-6401
WATER FCLWD Chris Pletcher (970) 226-3104
WASTEWATER SFCSD Chris Pletcher (970) 226-3104
STORMWATER City of Fort Collins Utilities Wes Lamarque (970) 416-2418
UTILITY COMPANY CONTACT PHONE NUMBER
* ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN
APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT,
PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION.
PROJECT BENCHMARKS:
BENCHMARKS
ELEVATIONS ARE BASED ON CITY OF FORT COLLINS VERTICAL CONTROL NETWORK
PROJECT DATUM: NAVD88
BENCHMARK '2-12' IS LOCATED & DESCRIBED AS FOLLOWS:
SOUTHWEST CORNER OF SOUTH COLLEGE AVE. AND SKYWAY DR. ON A CONCRETE TRAFFIC SIGNAL BASE.
ELEVATION: 5005.56' (NAVD 88)
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM.
SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (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 DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 DATUM - 3.19'.
BENCHMARK '38-94' IS LOCATED & DESCRIBED AS FOLLOWS:
AZIMUTH MARK (3 1/4" ALUMINUM CAP) ON THE NORTH SIDE OF TRILBY RD. 1/2 MILE WEST OF COLLEGE AVE. AT THE
SOUTHWEST CORNER OF 508 WEST TRILBY RD. (GOOD SAMARITAN RETIREMENT CENTER). ALSO 5.5 FT WEST OF A
POWERPOLE AND 24.5 FT SOUTH OF A WOOD FENCE.
ELEVATION: 5093.76' (NAVD 88)
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM.
SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (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 DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 DATUM - 3.18'.
SCALE: NTS
SHEET INDEX
MARS LANDING
OUT LOT A, SOUTH COLLEGE STORAGE SUBDIVISION
LOCATED IN THE SOUTHEAST QUARTER OF SECTION 11, T. 6 N., R. 69
W. OF THE 6TH P.M.
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
JULY 2021
S. COLLEGE AVEW. TRILBY RDMARS DRVICINITY MAP
SITE
SKYWAY DR
REQUIRED
SPACES
STANDARD PARKING SPACES
HANDICAP PARKING SPACES
145
-
TOTAL PARKING SPACES
STANDARD GARAGE PARKING SPACES
PROVIDED
SPACES
151
130
6
13
-HANDICAP GARAGE PARKING SPACES 2
LAND USE INFORMATION:
PARKING INFORMATION:
EXISTING ZONING: GENERAL COMMERCIAL
AREA
(SF)
BUILDING COVERAGE
LANDSCAPE
58,976DRIVES AND PARKING
HARDSCAPE
% TOTAL
32.68
RIGHT-OF-WAY
GROSS LAND AREA CALCULATIONS:
31,916
64,279
10,117
15,137
RIGHT-OF-WAY TO BE DEDICATED 00
TOTAL GROSS LAND AREA 100180,425
17.69
35.63
5.6
8.4
AREA
(SF)
BUILDING COVERAGE
LANDSCAPE
58,976DRIVES AND PARKING
HARDSCAPE
% TOTAL
32.68
NET LAND AREA CALCULATIONS:
31,916
64,279
10,117
NET LAND AREA (SAME AS LOT AREA)100165,288
17.69
35.63
5.6
LANDSCAPE
HARDSCAPE
DRIVES AND PARKING 9,257 5.1
3,022 1.9
2,858 1.7
TOTAL
RESIDENTIAL DWELLING UNITS
RESIDENTIAL DENSITY (UNITS/AC)
83,004RESIDENTIAL BUILDING AREA (SF)
RESIDENTIAL ACREAGE (AC)
BUILDING DENSITY CALCULATIONS:
90
3.79
23.75
TOTAL BUILDING AREA (SF)83,004
165,288
BUILDING FLOOR TO LOT AREA RATIO 0.50:1
TOTAL
RESIDENTIAL BUILDING A-42
BUILDING INFORMATION:
38'-4.5"
41,742
PROPOSED USE: MULTI-FAMILY
MAXIMUM BUILDING HEIGHT (FT-IN)
GROSS AREA - TOTAL (SF)
42DWELLING UNITS
46.67%% OF TOTAL DWELLING UNITS
RESIDENTIAL BUILDING A-48
39'-6.5"
41,262
MAXIMUM BUILDING HEIGHT (FT-IN)
48DWELLING UNITS
53.33%% OF TOTAL DWELLING UNITS
DWELLING UNIT BREAKDOWN
LOT AREA (SF)
GROSS AREA - 3RD FLOOR (SF)
13,914GROSS AREA - 2ND FLOOR (SF)
13,914GROSS AREA - 1ST FLOOR (SF)
13,914
GROSS AREA - TOTAL (SF)
GROSS AREA - 3RD FLOOR (SF)
GROSS AREA - 2ND FLOOR (SF)
GROSS AREA - 1ST FLOOR (SF)
13,754
13,754
13,754
C0.0 COVER SHEET
C1.0 SITE PLAN
C1.1-CD1.3 SITE PLAN DETAILS
L1.0-L1.2 LANDSCAPE PLAN
L1.3 LANDSCAPE NOTES & DETAILS
L1.4 COLLEGE AVENUE LANDSCAPE PLAN
L1.5 HYDROZONE PLAN
L1.6 TREE PRESERVATION PLAN
PP1.0 PHOTOMETRIC PLAN
PP1.1 PHOTOMETRIC DETAILS
A1.10-A1.37 ARCHITECTURAL BUILDING PLANS
A2.10-A2.33 ARCHITECTURAL ELEVATIONS
CAUTION - NOTICE TO CONTRACTOR
1.ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS
PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND
FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO
BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER
SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEERED PRIOR TO
CONSTRUCTION.
2.WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY,
IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY
THE HORIZONTAL AND VERTICAL LOCATION OF SUCH
EXISTING UTILITY, EITHER THROUGH POTHOLING OR
ALTERNATIVE METHOD. REPORT INFORMATION TO THE
ENGINEER PRIOR TO CONSTRUCTION.
3.CONTRACTOR RESPONSIBLE FOR AS-BUILT DRAWINGS,
TESTS, REPORTS AND/OR ANY OTHER CERTIFICATES OR
INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK
FROM CITY, UTILITY DISTRICTS OR ANY OTHER GOVERNING
AGENCY.
4.CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY
MONUMENTATION. CONTRACTOR SHALL HAVE LICENSED
SURVEYOR REPLACE ANY DAMAGED OR DISTURBED
MONUMENTATION AT THEIR COST.
Know what's
before you dig.
VEHICLE
PARKING
RATIO
REQUIRED
VEHICLE
SPACES
REQUIRED VEHICLE PARKING BREAKDOWN:
1.5 SPACE/
UNIT
MULTI-FAMILY
87
#
58 UNITS1 BEDROOM
2 BEDROOM
3 BEDROOM
1.75 SPACE/
UNIT
2.0 SPACE/
UNIT
46
12
26 UNITS
6 UNITS
VEHICLE
PARKING
RATIO
REQUIRED
VEHICLE
SPACES
REQUIRED BIKE PARKING BREAKDOWN:
BIKE PAKRING MULTI-FAMILY
# OF UNIT
128
BEDROOMS
1 SPACE/
BEDROOM 128
6
-
132BICYCLE PARKING SPACES 132
TOTAL 145----
TOTAL REQUIRED BIKE PARKING 128----
32- COVERED BIKE PARKING 32
- SHELTERED BIKE PARKING 321 SPACE/
4 BEDROOM128 BEDROOMS
A-42
END STUDIO
LARGE STUDIO
2STUDIO
A-48
0
6
2
0SMALL 1 BED
62
0
0
6
LARGE 1 BED
SMALL 2 BED
6
MEDIUM 1 BED
MEDIUM 2 BED
28
3
0
18LARGE 2 BED
33
3
0
2
3 BED
T
T
T
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Checked By:H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_C2.0_Horizontal Control.dwg - Donald Cecil - 7/27/2021Init.#Issue / DescriptionDateMARS LANDINGPROJECT DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTION07.28.2021
GNK000008
JEP
DBC
SCALE: 1"=30'
0 15 30
SITE PLAN
C1.0
LEGEND:
PROPOSED CURB AND GUTTER
EXISTING CURB AND GUTTER
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN
ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE
OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK BEFORE COMMENCING NEW CONSTRUCTION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE
RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR
ADDITIONAL RIGHT-OF-WAY, EASEMENT AND ROADWAY CENTERLINE INFORMATION.
3. BUILDING POINTS ARE AT CORNERS OF NOMINAL BUILDING FOOTPRINTS. CONTRACTOR SHALL
CONFIRM ALL BUILDING CORNERS AND DIMENSIONS WITH ARCHITECT PRIOR TO CALLING FOR STAKES.
4.ALL DIMENSIONS REFERENCE FLOWLINE, BUILDING OR PROPERTY LINE UNLESS SPECIFIED OTHERWISE.
5.CONTRACTOR TO COORDINATE WITH CIVIL ENGINEER AND ARCHITECT PRIOR TO STAKING BUILDING
COORDINATES.
6.FOR ALL CATCH AND SPILL CURB INFORMATION AND TRANSITIONS, SEE GRADING PLANS C2.1-C2.2.
7.ALL STRIPING AND PAVEMENT MARKINGS SHALL COMPLY WITH THE MUTCD AND SECTION 627 OF THE CDOT
SPECIFICATIONS FOR SKYWAY DRIVE AND SOUTH COLLEGE AVENUE INTERSECTION IMPROVEMENTS.
8.ALL STRIPING AND PAVEMENT MARKING FOR SKYWAY DRIVE AND MARS DRIVE SHALL COMPLY WITH THE
CITY OF FORT COLLINS STREET DESIGN AND CONSTRUCTION STANDARDS.
9.ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE REQUIREMENTS OF THE MUTCD WITH REGARD TO
SIGN TYPE, SIZE, LOCATION AND MOUNTING SPECIFICATIONS.
10.ALL ON-SITE CURB AND GUTTER SHALL BE 18" CATCH OR SPILL CURB AND GUTTER UNLESS NOTED
11.ALL H/C RAMPS SHALL HAVE TRUNCATED DOMES PER SITE PLAN DETAILS SHEET.
12.REFER TO DETAIL SHEET -- FOR H/C PARKING STALL DETAILS AND SIGN REQUIREMENTS - ALL SPACES ARE
VAN ACCESSIBLE AND SHOULD BE POSTED AS SUCH. PROVIDE 2.5' CLEAR FROM FLOWLINE TO POST.
13.THERE SHALL BE A 3' MINIMUM TRANSITION FROM SPILL TO CATCH CURB AND GUTTER.
14.ALL SIGNS TO BE HIGH INTENSITY PRISMATIC GRADE SHEETING..
15.FOR PAVEMENT DESIGN, PAVEMENT SECTIONS, AND SUBGRADE PREPARATION, REFER TO PRELIMINARY
SUBSURFACE EXPLORATION REPORT DATED JULY 17, 2019 BY EARTH ENGINEERING CONSULTANTS.
CONTRACTOR TO VERIFY FINAL PAVEMENT AND SUBGRADE DESIGN WITH GEOTECHNICAL ENGINEER PRIOR
TO CONSTRUCTION.
16.ALL PROPOSED EASEMENTS ARE TO BE RECORDED BY SEPARATE DOCUMENT.
PROPOSED CURB AND GUTTER - SPILL
PROPOSED CONCRETE CROSSPAN
TRANSITION
PROPOSED FENCE
PROPOSED SIDEWALK
1 TRUNCATED DOME
2
IN-FALL CURB
3
4
OUT-FALL CURB5
HANDICAP RAMP
6
HANDICAP PARKING SIGN
7
STOP SIGN
8
HAND RAILS PER ARCHITECTURAL DETAIL
9 PROPOSED 1' CURB CHASE (SEE SHEET -- FOR DETAIL)
PROPOSED BIKE RACKS (SEE LANDSCAPE DETAILS)
10
11 3' REINFORCED CONCRETE DRAINAGE PAN
3' WIDE NON- REINFORCED CONCRETE DRAINAGE PAN (LANDSCAPE AREA)
12 8' STREET INTERSECTION CROSS PAN
13 FIRE ACCESS ROAD SIGN "NO PARKING" (ARROW POINTED LEFT)
14 FIRE ACCESS ROAD SIGN "NO PARKING" (ARROW POINTED RIGHT)
15 FIRE ACCESS ROAD SIGN "NO PARKING" (ARROW BOTH WAYS)
SITE LIGHT
16 CROSSWALK STRIPING - 7' LONG x 18" WIDE, 5' ON-CENTER
CAUTION - NOTICE TO CONTRACTOR
1.ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS
PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND
FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO
BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER
SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEERED PRIOR TO
CONSTRUCTION.
2.WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY,
IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY
THE HORIZONTAL AND VERTICAL LOCATION OF SUCH
EXISTING UTILITY, EITHER THROUGH POTHOLING OR
ALTERNATIVE METHOD. REPORT INFORMATION TO THE
ENGINEER PRIOR TO CONSTRUCTION.
3.CONTRACTOR RESPONSIBLE FOR AS-BUILT DRAWINGS,
TESTS, REPORTS AND/OR ANY OTHER CERTIFICATES OR
INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK
FROM CITY, UTILITY DISTRICTS OR ANY OTHER GOVERNING
AGENCY.
4.CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY
MONUMENTATION. CONTRACTOR SHALL HAVE LICENSED
SURVEYOR REPLACE ANY DAMAGED OR DISTURBED
MONUMENTATION AT THEIR COST.
Know what's
before you dig.
HEAVY DUTY TRAFFIC DRIVE
LANES PAVEMENT:
PAVEMENT SECTION PER
GEOTECH REPORT
LIGHT DUTY TRAFFIC
PARKING STALLS:
PAVEMENT SECTION PER
GEOTECH REPORT
PROPOSED NATURAL HABITAT
BUFFER ZONE (NHBZ)
PROPOSED WETLAND
MITIGATION AREA
EXISTING UPLANDS
AREA
(AC)
1.50
NATURAL AREAS CALCULATIONS:
EXISTING PRAIRIE DOG COLONY TO REMAIN 0.00
EXISTING WETLANDS 0.014
EXISTING PRAIRIE DOG COLONY 3.50
EXISTING UPLANDS TO BE VACATED
EXISTING WETLANDS TO BE VACATED
EXISTING PRAIRIE DOG COLONY TO BE VACATED
EXISTING UPLANDS TO REMAIN 0.00
EXISTING WETLANDS TO BE VACATED 0.00
1.50
0.014
3.50
PRAIRIE DOG COLONY MITIGATION **
PROPOSED UPLANDS MITIGATON 0.87
PROPOSED WETLANDS MITIGATION 0.043
**SEE NOTE BELOW
BLACK TAILED PRAIRIE DOG COLONY MITIGATION NOTE
BLACK-TAILED PRAIRIE DOGS LOCATED WITHIN THE PARCEL WILL BE TRAPPED AND
DONATED TO EITHER A RAPTOR REHABILITATION PROGRAM OR A BLACK-FOOTED
FERRET RECOVERY PROGRAM. ALL CONTROL ETC. WILL BE DONE PER CITY OF
FORT COLLINS, CPW AND COLORADO DEPARTMENT OF AGRICULTURE
REQUIREMENTS. CONTROL WILL BE CONDUCTED VIA THE INTRODUCTION OF
CARBON MONOXIDE INTO THE BURROWS. POST-CONTROL OF THE PRAIRIE DOGS A
REPORT WILL BE PREPARED WHICH WILL IDENTIFY THE CONTROL METHOD USED
AND THE NUMBER OF PRAIRIE DOGS TRAPPED/DONATED
EXISTING RIGHT-OF-WAY
EXISTING EASEMENT LINE
PROPOSED EASEMENT LINE
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Checked By:H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_CD2.1_Site Details.dwg - Donald Cecil - 7/27/2021Init.#Issue / DescriptionDateMARS LANDINGPROJECT DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTION07.28.2021
GNK000008
JEP
DBC
SITE DETAILS
C1.1
1 TRASH AND RECYCLING ENCLOSURE
2 DETENTION POND WALL 3 SOUTH RETAINING WALL WITH SCREEN FENCE
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Date:
Drawn By:
Project No:
Checked By:H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_CD2.1_Site Details.dwg - Donald Cecil - 7/27/2021Init.#Issue / DescriptionDateMARS LANDINGPROJECT DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTION07.28.2021
GNK000008
JEP
DBC
SITE DETAILS
C1.2
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STAMP
Date:
Drawn By:
Project No:
Checked By:H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_CD2.1_Site Details.dwg - Donald Cecil - 7/27/2021Init.#Issue / DescriptionDateMARS LANDINGPROJECT DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTION07.28.2021
GNK000008
JEP
DBC
SITE DETAILS
C1.3
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Date:
Drawn By:
Project No:
Checked By:H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_L1.0_Landscape Plan_.dwg - Kara Scheetz - 7/27/2021Init.#Issue / DescriptionDateMARS LANDINGPROJECT DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTION07.28.2021
GNK000008
JEP
DBC
STREET TREE 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.
CITY OF FORT COLLINS STREET TREE NOTE
OVERALL LANDSCAPE PLAN
L1.0
SCALE: 1"=40'
0 20 40
SHEET L1.1
SHEET L1.2
NOT A
PART
SHEET
L1.4
SRA
AS
MITIGATION DATA:
EXISTING
1.50 ACRES LOWER ECOLOGICAL VALUE UPLANDS
0.014 ACRES OF LOWER ECOLOGICAL VALUE WETLANDS HABITAT
PROPOSED
UPLAND BUFFER:0.41 AC
UPLAND POLLINATOR:0.34 AC
RIPARIAN:0.14 AC
WETLAND:0.043 AC
TOTAL PROPOSED: 0.913 AC
REMAINING 0.601 AC OF REQUIRED MITIGATION IS MADE UP WITH HIGHER
QUALITY PLANTINGS/HABITAT
8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SSUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUETTUEUEUEUEUEUEU
EUEUEUEUEUEUEUEUEUEUE UE
1-CASP
4-ARCO
4-POFR
6-CHNA
1-CASP
4-PRBE
14-PRBE
6-CHNA
30-HESE
20-ARCO
10-MAAQ
2-PIPU
1-PIFL
7-MAAQ
8-SYPA
2-RHAR
5-CACL
1-AMGR
8-CAAC
7-ACMI
23-NATE
8-HESE
1-SYRE
6-PEAT
6-CAAC
3-ULDA
1-SYRE
8-HESE
5-SANE
4-CAAC
20-NATE
8-HESE
3-CACL
4-CAAC
1-SYRE
6-PEAT
6-SANE
9-HESE
1-AMGR
32-NATE
11-JUSA
1-PIPU
6-JUSA
9-POFR
2-POFR
6-SYPA
3-ARCO
2-ARCO
7-POFR
11-NATE
2-PRBE
1-QUMU
6-CAAC
2-CHNA
11-CAAC
9-CACL
1-AMGR
3-PEAT
50-NATE
1-AMGR
1-QUMU
9-ARCO
7-HESE
19-HESE
1-GYDI
6-POFR
6-ARCO
2-GYDI
12-CAAC
9-CACL
1-MASP
7-POFR
9-MAAQ
1-CASP
PROPOSED BIKE
RACK TYPE A (10
SPACES), TYP.
PROPOSED BIKE
SHELTER & BIKE
RACK TYPE B (8
SPACES), TYP.
PROPOSED BIKE
RACK TYPE A (10
SPACES), TYP.
STEEL EDGING,
TYP.
CRUSHER
FINES, TYP.
STEEL EDGING,
TYP.
SOD , TYP.
ROCK MULCH,
TYP.
UPLAND SEED
MIX, TYP.
PROPOSED BIKE
RACK TYPE A (10
SPACES), TYP.
3-ULDA
3-QUSH
3-CEOC
WETLAND
MITIGATION MIX,
SEE SHEET L1.4
UPLAND MIX
WITH FORBS,
TYP.
4-CAAC
10-SANE
8-CAAC
9-CAAC
1-MASP
6-JUSA
10-CACL
2-AMGR
6-SYPA
3-ARCO
6-PRBE 1-MASP
1-SYRE
1-QUSH
SITE DISTANCE
TRIANGLE
SITE DISTANCE
TRIANGLE
STOP SIGN
5-POFR
15-NATE
4-SYAL
3-RIOD
4-SAVE
4-RAIU
2-RHAT
5-RIOD
5-RIAU
4-SYAL
6-SAVE
3-RIOD
4-RIAU
5-RHAT
4-PHMO
1-POAN
6-RIAU
8-PHMO
5-SYAL
6-RIAU
4-CHVI
2-AMAL
6-RICE
2-PAVM
5-CHVI
2-PODE
8-PHMO
10-RICE
1-POAN
4-SAVE
6-CHNA
4-ARAR
8-CHVI
2-PAVM
4-RICE
14-PHMO
3-QUGA
1-CACL
8-ARAR
8-CHVI
2-PAVM
4-RICE
8-ARAR
5-RHAR
1-PAVM
1-POAN
5-RIOD
1-CACL
5-RHGL
10-CACL
6-RICE
3-CHVI
3-RICE
1-CEOC
2-AMAL
4-CHNA
4-POFR
6-CACL
3-CHVI
5-POFR
4-CHVI
4-SYPA
5-ARAR
4-RICE
1-CEOC
10-PHMO
UPLAND MIX
WITH FORBS,
TYP.
UPLAND MIX
WITH FORBS,
TYP.
UPLAND MIX
WITH FORBS,
TYP.
UPLAND MIX
WITH FORBS,
TYP.
UPLAND SEED
MIX, TYP.
UPLAND SEED
MIX, TYP.
UPLAND SEED
MIX, TYP.
UPLAND SEED
MIX, TYP.
4-CAAC
2-CEOC
1-SYRE
DESIGN-BUILD
SHADE STRUCTURE
ROUND PICNIC
TABLE, TYP.
GRILL, TYP.
CRUSHER FINES, TYP.
SQUARE PICNIC
TABLE, TYP.
3-CHVI 5-RHAT
5-SYPA
CRUSHER FINES, TYP.
1-GYDI
-
-
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-
-
-
-
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-
-
-
-
-
-
STAMP
Date:
Drawn By:
Project No:
Checked By:H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_L1.0_Landscape Plan_.dwg - Kara Scheetz - 7/27/2021Init.#Issue / DescriptionDateMARS LANDINGPROJECT DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTION07.28.2021
GNK000008
JEP
DBC
MATCHLINE: SEE SHEET L1.2
STREET TREE 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.
CITY OF FORT COLLINS STREET TREE NOTE
CAUTION
UTILITIES EXIST WITHIN CONSTRUCTION
LIMITS. CONTRACTOR IS RESPONSIBLE
FOR IDENTIFYING THEIR LOCATION
PRIOR TO CONSTRUCTION.
LANDSCAPE PLAN
L1.1
SCALE: 1"=20'
0 10 20
SRA
AS
MITIGATION DATA:
EXISTING
1.50 ACRES LOWER ECOLOGICAL VALUE UPLANDS
0.014 ACRES OF LOWER ECOLOGICAL VALUE WETLANDS HABITAT
PROPOSED
UPLAND BUFFER:0.41 AC
UPLAND POLLINATOR:0.34 AC
RIPARIAN:0.14 AC
WETLAND:0.043 AC
TOTAL PROPOSED: 0.913 AC
REMAINING 0.601 AC OF REQUIRED MITIGATION IS MADE UP WITH HIGHER
QUALITY PLANTINGS/HABITAT
8''SS6''SSUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UE UE UE UE UE UE UE
UE
13-ARCO
23-NATE
1-GYDI
18-HESE
6-NATE
1-GYDI
4-POFR
9-HESE
8-NATE
1-QUMU
5-ARCO
4-ARCO
9-HESE
4-ARCO
15-NATE
1-QUMU
4-HESE
4-HESE
4-MAAQ
1-AMGR
10-NATE
6-SANE
5-CAAC
2-SYRE
1-ULDA
3-CEOC
9-ARCO
13-CACL
19-HESE
1-SYRE
13-CAAC
6-CACL
6-PEAT
6-SANE
5-CAAC
1-SYRE
7-PEAT
24-NATE
5-SANE
7-SANE
2-QUSH
5-CAAC
1-SYRE
6-CACL
4-POFR
7-ACMI
8-CAAC
1-AMGR
3-MAAQ
3-SYPA
3-NATE
5-CAAC
3-POFR
3-POFR
2-CHNA
2-PRBE
1-QUMU
3-CAAC
11-NATE
2-GYDI
6-CHNA
4-PRBE
3-POFR
3-CAAC
4-POFR
7-NATE
10-POFR
1-GYDI
1-CASP
4-POFR
26-CHNA
PROPOSED BIKE
SHELTER & BIKE
RACK TYPE B (8
SPACES), TYP.
PROPOSED BIKE
RACK TYPE A (10
SPACES), TYP.
STEEL EDGING,
TYP.
SOD , TYP.
ROCK MULCH,
TYP.
CRUSHER
FINES, TYP.
STEEL EDGING,
TYP.
PROPOSED BIKE RACK
TYPE A (10 SPACES), TYP.
ROCK MULCH,
TYP.
WALL, SEE CIVIL
21-NATE
PROPOSED BIKE SHELTER
& BIKE RACK TYPE B (8
SPACES), TYP.
3-ARCO
3-SYPA
4-CAAC
1-SYRE
2-JUSA
3-PEAT
6-SANE
3-PEAT
3-CACL
21-NATE21-NATE
2-JUSA
1-QUSH
SITE DISTANCE
TRIANGLE
SITE DISTANCE
TRIANGLE
STOP SIGN
2-AMAL
6-CHNA
4-CHVI
5-SYDA
3-PIST
3-QUGA
2-CEOC
3-CHVI
5-CHNA
5-RICE
4-CHVI
9-RICE
3-PIPU
5-SYDA
5-CHVI
6-POFR
1-CEOC
4-PIPU
3-SYPA
1-ARAR
3-CHVI
6-PIPG
8-PHMO
5-PHMO
2-CASP
4-CHVI
6-ARAR
2-MASP
4-PRBE
5-RICE
5-PHMO
2-CASP
6-RICE
8-CACL
2-AMAL
4-CHNA
UPLAND MIX
WITH FORBS,
TYP.
5-RICE
UPLAND MIX
WITH FORBS,
TYP.
UPLAND SEED
MIX, TYP.
UPLAND SEED
MIX, TYP.
5-CAAC
4-CAAC
16-CAAC
1-PIPU (M)
1-PIPU (M)
7-PIPU (M)
1-QUMU
1-QUMU1-QUMU
ROUND PICNIC
TABLE, TYP.
GRILL, TYP.
CRUSHER FINES, TYP.
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
Date:
Drawn By:
Project No:
Checked By:H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_L1.0_Landscape Plan_.dwg - Kara Scheetz - 7/27/2021Init.#Issue / DescriptionDateMARS LANDINGPROJECT DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTION07.28.2021
GNK000008
JEP
DBC
MATCHLINE: SEE SHEET L1.1
STREET TREE 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.
CITY OF FORT COLLINS STREET TREE NOTE
CAUTION
UTILITIES EXIST WITHIN CONSTRUCTION
LIMITS. CONTRACTOR IS RESPONSIBLE
FOR IDENTIFYING THEIR LOCATION
PRIOR TO CONSTRUCTION.
LANDSCAPE PLAN
L1.2
DERO: SWERVE BIKE RACK
QTY: 50
MOUNTING: SURFACE MOUNT
COLOR: POWDER COAT IRON GRAY
LOCATION: SEE PLANS
1 BIKE RACK: TYPE A
NOT TO SCALE 2 BIKE SHELTER
NOT TO SCALE
3 BIKE RACK: TYPE B - WITH SHELTER
NOT TO SCALE
DERO: VIZOR BIKE SHELTER
QTY: 4
MOUNTING: SURFACE MOUNT
COLOR: POWDER COAT LIGHT GRAY
LOCATION: SEE PLANS
DERO: HOOP BIKE RACK
QTY: 16
MOUNTING: SURFACE MOUNT
COLOR: POWDER COAT DEEP RED
LOCATION: SEE PLANS
SCALE: 1"=20'
0 10 20
SRA
AS
MITIGATION DATA:
EXISTING
1.50 ACRES LOWER ECOLOGICAL VALUE UPLANDS
0.014 ACRES OF LOWER ECOLOGICAL VALUE WETLANDS HABITAT
PROPOSED
UPLAND BUFFER:0.41 AC
UPLAND POLLINATOR:0.34 AC
RIPARIAN:0.14 AC
WETLAND:0.043 AC
TOTAL PROPOSED: 0.913 AC
REMAINING 0.601 AC OF REQUIRED MITIGATION IS MADE UP WITH HIGHER
QUALITY PLANTINGS/HABITAT
4 ROUND PICNIC TABLE
NOT TO SCALE
5 GRILL
NOT TO SCALE
WABASH VALLEY: SPYDER SERIES
ROUND PICNIC TABLE
QTY: 4
MOUNTING: SURFACE MOUNT
COLOR: BLACK
LOCATION: SEE PLANS
WABASH VALLEY: COVERED GRILL
QTY: 2
MOUNTING: IN-GROUND
COLOR BLACK
LOCATION: SEE PLANS
6 SQUARE PICNIC TABLE
NOT TO SCALE
WABASH VALLEY: COVERED GRILL
QTY: 2
MOUNTING: IN-GROUND
COLOR BLACK
LOCATION: SEE PLANS
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
Date:
Drawn By:
Project No:
Checked By:H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_L1.0_Landscape Plan_.dwg - Kara Scheetz - 7/27/2021Init.#Issue / DescriptionDateMARS LANDINGPROJECT DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTION07.28.2021
GNK000008
JEP
DBC
LANDSCAPE CALCULATIONS
PARKING LOT PERIMETER
PARKING LOT INTERIOR
TREE BIODIVERSITY
1 TREE / 25 LF ALONG ROW
1 TREE / 40 LF ALONG SIDE / REAR PROP
MIN. 30" HEIGHT SCREEN ALONG 70%
6% OF PARKING LOT SHALL BE LANDSCAPE
NO LANDSCAPE OVER 24" WITHIN 15' OF
CURB CUT
1 CANOPY SHADE TREE / 150 SF OF
INTERNAL LANDSCAPE AREA
MAX. 33% OF ONE TREE SPECIES
N/A
N/A - WALL AT REAR, SEE CIVIL
N/A
6% OF 63,873 = 3,834 SF
NO LANDSCAPE OVER 24" IS
LOCATED WITHIN 15' OF CURB
CUT
25 TREES
LANDSCAPE NOTES
AND DETAILS
L1.3
CAUTION
UTILITIES EXIST WITHIN CONSTRUCTION
LIMITS. CONTRACTOR IS RESPONSIBLE
FOR IDENTIFYING THEIR LOCATION
PRIOR TO CONSTRUCTION.
STREET TREE 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.
TREE PROTECTION 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)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.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.
GENERAL LANDSCAPE NOTES:
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 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.
CITY OF FORT COLLINS STANDARD NOTES
1.THE LANDSCAPE CONTRACTOR IS REQUIRED TO CONTACT THE COUNTY PUBLIC WORKS DEPARTMENT, AND ANY
OTHER PUBLIC OR PRIVATE AGENCY NECESSARY FOR UTILITY LOCATION PRIOR TO ANY CONSTRUCTION.
2.THIS DRAWING IS A PART OF A COMPLETE SET OF BID DOCUMENTS, SPECIFICATIONS, ADDITIONAL DRAWINGS, AND
EXHIBITS. UNDER NO CIRCUMSTANCES SHOULD THESE PLANS BE USED FOR CONSTRUCTION PURPOSES WITHOUT
EXAMINING ACTUAL LOCATIONS OF UTILITIES ON SITE, AND REVIEWING ALL RELATED DOCUMENTS.
3.THE LOCATION OF THE ALL UNDERGROUND UTILITIES ARE LOCATED ON THE ENGINEERING DRAWINGS FOR THIS
PROJECT. THE MOST CURRENT REVISION IS HERE IN MADE PART OF THIS DOCUMENT. UNDERGROUND UTILITIES
EXIST THROUGHOUT THIS SITE AND MUST BE LOCATED PRIOR TO ANY CONSTRUCTION ACTIVITY. WHERE
UNDERGROUND UTILITIES EXIST, FIELD ADJUSTMENT MAY BE NECESSARY AND MUST BE APPROVED BY A
REPRESENTATIVE OF THE OWNER. NEITHER THE OWNER NOR THE LANDSCAPE ARCHITECT ASSUMES ANY
RESPONSIBILITY WHATSOEVER, IN RESPECT TO THE CONTRACTORS ACCURACY IN LOCATING THE INDICATED PLANT
MATERIAL, AND UNDER NO CIRCUMSTANCES SHOULD THESE PLANS BE USED WITHOUT REFERENCING THE ABOVE
MENTIONED DOCUMENTS.
UTILITY NOTES
NOTE: FOR ALL SEEDED AREAS USE CITY OF FORT COLLINS DETENTION BASIN MIX OR AS NOTED ON PLANS.
CITY OF FORT COLLINS
NATIVE SEED MIX NOTES
1.PREPARE SOIL AS NECESSARY AND APPROPRIATE FOR NATIVE SEED MIX SPECIES THROUGH
AERATION AND ADDITION OF AMENDMENTS, THEN SEED IN TWO DIRECTIONS TO DISTRIBUTE SEED
EVENLY OVER ENTIRE AREA. DRILL SEED ALL INDICATED AREAS AS SOON AS POSSIBLE AFTER
COMPLETION OF GRADING OPERATIONS.
2.IF CHANGES ARE TO BE MADE TO SEED MIX BASED ON SITE CONDITIONS THEN APPROVAL MUST BE
PROVIDED BY CITY ENVIRONMENTAL PLANNER.
3.APPROPRIATE NATIVE SEEDING EQUIPMENT WILL BE USED (STANDARD TURF SEEDING EQUIPMENT
OR AGRICULTURE EQUIPMENT SHALL NOT BE USED).
4.DRILL SEED APPLICATION RECOMMENDED PER SPECIFIED APPLICATION RATE TO NO MORE THAN ½
INCH DEPTH (OR APPROPRIATE DEPTH FOR SELECTED SPECIES). FOR BROADCAST SEEDING
INSTEAD OF DRILL SEEDING METHOD DOUBLE SPECIFIED APPLICATION RATE. REFER TO NATIVE
SEED MIX TABLE FOR SPECIES, PERCENTAGES AND APPLICATION RATES.
5.PREPARE A WEED MANAGEMENT PLAN TO ENSURE THAT WEEDS ARE PROPERLY MANAGED
BEFORE, DURING AND AFTER SEEDING ACTIVITIES.
6.AFTER SEEDING THE AREA SHALL BE COVERED WITH CRIMPED STRAW, JUTE MESH, OR OTHER
APPROPRIATE METHODS.
7.WHERE NEEDED, TEMPORARY IRRIGATION SHOULD BE PROVIDED UNTIL SEED IS ESTABLISHED. IF
IRRIGATION IS USED, THE IRRIGATION SYSTEM FOR SEEDED AREAS SHALL BE FULLY OPERATIONAL
AT THE TIME OF SEEDING AND SHALL ENSURE 100% HEAD-TO-HEAD COVERAGE OVER ALL SEEDED
AREAS. ALL METHODS AND REQUIREMENTS IN THE APPROVED IRRIGATION PLAN SHALL BE
FOLLOWED.
8.CONTRACTOR SHALL MONITOR SEEDED AREA FOR PROPER IRRIGATION, EROSION CONTROL,
GERMINATION AND RESEEDING AS NEEDED TO ESTABLISH COVER.
9.THE APPROVED SEED MIX AREA IS INTENDED TO BE MAINTAINED IN A NATURAL LIKE LANDSCAPE
AESTHETIC. IF AND WHEN MOWING OCCURS IN NATIVE GRASS SEED MIX AREAS DO NOT MOW
LOWER THAN 6 TO 8 INCHES IN HEIGHT TO AVOID INHIBITING NATIVE PLANT GROWTH.
10.NATIVE SEED AREA WILL BE CONSIDERED ESTABLISHED WHEN SEVENTY PERCENT VEGETATIVE
COVER IS REACHED WITH NO LARGER THAN ONE FOOT SQUARE BARE SPOTS AND/OR UNTIL
DEEMED ESTABLISHED BY CITY PLANNING SERVICES AND EROSION CONTROL.
11.THE DEVELOPER AND/OR LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ADEQUATE SEEDLING
COVERAGE AND GROWTH AT THE TIME OF FINAL STABILIZATION, AS DEFINED BY STATE AND LOCAL
AGENCIES. IF FINAL STABILIZATION IS NOT ACHIEVED TO THE SATISFACTION OF THE AGENCY, THE
DEVELOPER AND/OR LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL
CORRECTIVE MEASURES TO SATISFY FINAL VEGETATIVE REQUIREMENTS FOR CLOSEOUT.
SEED NOTES
MIN. 2 X ROOTBALL
DIAMETERTHAN ROOTBALL4" MIN. TYP.MIN. 6" DEEPER6" MIN.
1
3
4
5
6
FINISH GRADE. SEE PLANTING
PLAN FOR GROUND COVER
TREATMENT
PLANT ROOT BALL. SET TOP
ROOTBALL 2" ABOVE ADJECENT
GRADE. IN BERMED AREAS SET
ROOTBALL 2" ABOVE LOWER
ADJECENT GRADE - INSTALL
WATER RING (2 - 3" HT.)
BACKFILL MIX (PER PLANTING
SPECIFICATIONS). AMEND AND
FERTILIZE ONLY AS
RECOMMENDED IN SOIL
FERTILITY ANALYSIS. JET
BACKFILL WITH WATER TO
ELIMINATE VOIDS.
UNDISTURBED NATIVE SOIL.
COMPACTED BACKFILL MIX (75%).
1
2
3
4
5
6
SHRUB AND PERENNIAL DETAIL
SCALE: NOT TO SCALE1
2 SHREDDED BARK MULCH, 3" MIN.
DEPTH, ROUGHLY THE EXTENTS
OF ROOTBALL
5
6
7
4
8
9
11
10
12
PREVAILING
WINDS
NOTES:
1.SCARIFY SIDES OF PLANTING PIT PRIOR TO SETTING
TREE.
2.REMOVE EXCESS SOIL APPLIED ON TOP OF THE
ROOTBALL THAT COVERS THE ROOT FLARE. THE
PLANTING HOLE DEPTH SHALL BE SUCH THAT THE
ROOTBALL RESTS ON UNDISTURBED SOIL, AND THE
ROOT FLARE IS 3"-5" ABOVE FINISH GRADE.
3.CUT OFF BOTTOM 1/3 OF WIRE BASKET BEFORE PLACING
TREE IN HOLE, CUT OFF AND REMOVE REMAINDER OF
BASKET AFTER TREE IS SET IN HOLE, REMOVE ALL
NYLON TIES, TWINE, ROPE, AND OTHER PACKING
MATERIAL. REMOVE ALL BURLAP FROM AROUND
ROOTBALL.
4.TREE WRAP IS NOT TO BE USED ON ANY NEW
PLANTINGS, EXCEPT IN LATE FALL PLANTING
SITUATIONS, AND ONLY THEN AFTER CONSULTATION
WITH THE LANDSCAPE ARCHITECT. WHEN WRAPPING
TREE, WRAP FROM TRUNK FLARE TO LOWEST MAJOR
BRANCH.
5.REMOVE ALL NURSERY STAKES AFTER PLANTING.
6.FOR TREES OVER 3" CALIPER, USE THREE STAKES OR
DEADMEN (AS APPROPRIATE), SPACED EVENLY AROUND
TREE.
7.DO NOT ALLOW AIR POCKETS TO FORM WHEN
BACKFILLING.
1
2
3
TREE CANOPY.
NYLON TREE STRAPS AT ENDS OF WIRES -
SECURE TO STAKE OR DEADMEN WITH NAILS.
12 GAUGE GALVANIZED WIRE. SECURE TO
TRUNK JUST ABOVE LOWEST MAJOR
BRANCHES.
PRESSURE-TREATED WOOD STAKE, 2" DIA.
EXTEND STAKES 12" MIN. INTO UNDISTURBED
SOIL.
24" X 3/4" P.V.C. MARKERS OVER WIRES.
PRESSURE-TREATED WOOD DEADMEN, TWO
PER TREE (MIN.). BURY OUTSIDE OF
PLANTING PIT AND 18" MIN. INTO
UNDISTURBED SOIL.
WOOD MULCH TREE RING 3' DIA MIN. TYPE
AND DEPTH PER PLANS. DO NOT PLACE
MULCH WITHIN 3" OF TRUNK.
FINISH GRADE. SEE PLANTING PLAN FOR
GROUND COVER TREATMENT
BACKFILL. AMEND AND FERTILIZE ONLY AS
RECOMMENDED IN SOIL FERTILITY ANALYSIS.
ROOT BALL-SEE NOTE 3, THIS DETAIL
UNDISTURBED NATIVE SOIL
TRUNK FLARE.
PREVAILING
WINDS
STAKING EXAMPLES (PLAN VIEW)
1
5 6
TREE PLANTING DETAIL
SCALE: NOT TO SCALE2
EVERGREEN
TREE
DECIDUOUS
TREE
1
2
5
7
8
9
10
11
12
3
4
6
3X ROOTBALL DIA.
13
13 SOFT VELCRO, OR OTHER FABRIC WRAP
14
14 CENTRAL LEADER, SEE PLANTING NOTES
MAX. 33% OF ONE TREE
SPECIES
TREE STOCKING 1 CANOPY SHADE TREE / 40 LF OF
INTERNAL LANDSCAPE AREA
MAX. 33% OF ONE TREE
SPECIES
SRA
AS
8''SS8''SSEXISTING WETLAND
AREA TO REMAIN -
PROTECT IN PLACE
EXISTING TO REMAIN,
CONTRACTOR TO REPAIR
ANY AREAS IMPACTED
DURING CONSTRUCTION
3-CEOC
3-ULDA
3-QUSH
3-CEOC
1-CEOC
3-CEOC
3-ULDA2-QUSH
3-ULDA
SOD , TYP.
SOD , TYP.
EXISTING STREET TREES TO REMAIN
- PROTECT IN PLACE
SOD , TYP.
SOD , TYP.
OVERHEAD CABLE
UTILITIES HAVE BEEN
MOVED UNDERGROUND
- FINAL LOCATIONS OF
UTILITY TO BE
DETERMINED AND
VERIFIED BY
CONTRACTOR PRIOR
TO CONSTRUCTION
RED-TAILED HAWK
NEST BUFFER
BUS STOP UEUEUEUEUEUE UETT UEUEUE-
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Date:
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Checked By:H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_L1.0_Landscape Plan_.dwg - Kara Scheetz - 7/27/2021Init.#Issue / DescriptionDateMARS LANDINGPROJECT DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTION07.28.2021
GNK000008
JEP
DBC
STREET TREE 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.
CITY OF FORT COLLINS STREET TREE NOTE
CAUTION
UTILITIES EXIST WITHIN CONSTRUCTION
LIMITS. CONTRACTOR IS RESPONSIBLE
FOR IDENTIFYING THEIR LOCATION
PRIOR TO CONSTRUCTION.
LANDSCAPE PLAN
L1.4
KEY MAP
SCALE: 1" = 100'
MULTI-FAMILY
DEVELOPMENT
OFF-SITE ROW
IMPROVEMENTS
SKYWAY DRIVE
S COLLEGE AVENOT A
PART
OFF-SITE RIGHT-OF-WAY IMPROVEMENTS
SCALE: 1"=40'
0 20 40
SRA
AS
UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UE UE UETT UEUEUEUEUEUEUEU
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Date:
Drawn By:
Project No:
Checked By:H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_L1.0_Landscape Plan_.dwg - Kara Scheetz - 7/27/2021Init.#Issue / DescriptionDateMARS LANDINGPROJECT DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTION07.28.2021
GNK000008
JEP
DBC
STREET TREE 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.
CITY OF FORT COLLINS STREET TREE NOTE
HYDROZONE PLAN
L1.5
SCALE: 1"=40'
0 20 40
HYDROZONE CHART
HIGH HYDROZONE
MODERATE HYDROZONE
LOW HYDROZONE
VERY LOW HYDROZONE
18 GALLONS / SQUARE FEET / SEASON
10 GALLONS / SQUARE FEET / SEASON
3 GALLONS / SQUARE FEET / SEASON
0 GALLONS / SQUARE FEET / SEASON
0 SQUARE FEET
23,811 SQUARE FEET
65,583 SQUARE FEET
26,239 SQUARE FEET
NOTE: ALL PLANTING BEDS NOT LABELED "MODERATE HYDROZONE" ARE CONSIDERED LOW HYDROZONE.
SRA
AS
UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UE UE UETT UEUEUEUEUEUEUEU
E
5
4
3
6
7
8
2
1
EXISTING TREE
TO REMAIN
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Date:
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Project No:
Checked By:H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_L1.0_Landscape Plan_.dwg - Kara Scheetz - 7/27/2021Init.#Issue / DescriptionDateMARS LANDINGPROJECT DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTION07.28.2021
GNK000008
JEP
DBC
STREET TREE 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.
CITY OF FORT COLLINS STREET TREE NOTE
TREE PRESERVATION PLAN
L1.6
SCALE: 1"=40'
0 20 40
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.
7.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.
CITY OF FORT COLLINS TREE PROTECTION NOTES:
TREE DIAMETER AT BREAST AUGER DISTANCE FROM FACE
HEIGHT (INCHES)OF TREE (FEET)
0-2 1
3-4 2
5-9 5
10-14 10
15-19 12
OVER 19 15
NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING
SEASON (FEBRUARY 1 TO JULY 31) WITHOUT FIRST HAVING A
PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A
NESTING SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE
PROJECT SITE. THE SURVEY SHALL BE SENT TO THE CITY
ENVIRONMENTAL PLANNER. IF ACTIVE NESTS ARE FOUND, THE CITY
WILL COORDINATE WITH RELEVANT STATE AND FEDERAL
REPRESENTATIVES TO DETERMINE WHETHER ADDITIONAL
RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY
TREE REMOVAL:
FORESTRY MITIGATION REQUIRED- 7 UPSIZED TREES
ENVIRONMENTAL MITIGATION REQUIRED- 2 UPSIZED TREES PLANTED IN BUFFER
(NHBZ)
MITIGATION REQUIREMENTS:
CANOPY SHADE TREE: 2.0” CALIPER BALLED AND BURLAPPED
EVERGREEN TREE: 8.0' HEIGHT BALLED AND BURLAPPED
ORNAMENTAL TREE: 2.0” CALIPER BALLED AND BURLAPPED
SRA
AS
MITIGATION DATA:
EXISTING
1.50 ACRES LOWER ECOLOGICAL VALUE UPLANDS
0.014 ACRES OF LOWER ECOLOGICAL VALUE WETLANDS HABITAT
PROPOSED
UPLAND BUFFER:0.41 AC
UPLAND POLLINATOR:0.34 AC
RIPARIAN:0.14 AC
WETLAND:0.043 AC
TOTAL PROPOSED: 0.913 AC
REMAINING 0.601 AC OF REQUIRED MITIGATION IS MADE UP WITH HIGHER
QUALITY PLANTINGS/HABITAT
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Checked By:H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_PP1.0-Lite.dwg - Jim Galloway - 7/27/2021Init.#Issue / DescriptionDateMARS LANDINGPROJECT DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTION07.21.2021
GNK000008
JEP
DBC
CAUTION - NOTICE TO CONTRACTOR
1.ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS
PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND
FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO
BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER
SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEERED PRIOR TO
CONSTRUCTION.
2.WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY,
IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY
THE HORIZONTAL AND VERTICAL LOCATION OF SUCH
EXISTING UTILITY, EITHER THROUGH POTHOLING OR
ALTERNATIVE METHOD. REPORT INFORMATION TO THE
ENGINEER PRIOR TO CONSTRUCTION.
3.CONTRACTOR RESPONSIBLE FOR AS-BUILT DRAWINGS,
TESTS, REPORTS AND/OR ANY OTHER CERTIFICATES OR
INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK
FROM CITY, UTILITY DISTRICTS OR ANY OTHER GOVERNING
AGENCY.
4.CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY
MONUMENTATION. CONTRACTOR SHALL HAVE LICENSED
SURVEYOR REPLACE ANY DAMAGED OR DISTURBED
MONUMENTATION AT THEIR COST.
Know what's
before you dig.
SCALE: 1"=30'
0 15 30
PHOTOMETRIC PLAN
PP1.0
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Drawn By:
Project No:
Checked By:H:\Goodwin Knight\CO, Fort Collins - GNK000008.10 - Mars Landing ISP\CADD\3 CD\GNK08_PP1.1-LiteDets.dwg - Jim Galloway - 7/27/2021Init.#Issue / DescriptionDateMARS LANDINGPROJECT DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTION07.21.2021
GNK000008
JEP
DBC
PHOTOMETRIC DETAILS
FIXTURES AA1 & AA1-B POLES FOR AA1 & AA1-B FIXTURE WP & WP1
17 4C
AA1
AA1-B
AA1
PP1.1
WP
WP1
WP
WP1
W/DREF.DWREF.DWW/DREF.DWDWREF.W/D
W/D REF.DWW/D
REF.DWW/DREF.DWW/DREF.
DW
W/D REF.DWREF.DWW/D REF.DWW/DREF.DWREF.DWW/D REF.DWEND
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LARGE 1
BED.
MEDIUM
1 BED.
STUDIO
LARGE 2
BED.
LARGE 1
BED.
LARGE 2
BED.
LARGE 2
BED.
LARGE 2
BED.
LARGE
STUDIOLARGE 2
BED.
LARGE 2
BED.
LARGE 2
BED.3'-10"64'-4"3'-10"END
STUDIO
MECH
216'-0 1/2"7'-0"
H2O
97654
3
21
N
D
C
B
A
8 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONGallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
Date:
Drawn By:
Project No:
Checked By:
Init.#Issue / DescriptionDate
GNK000008
STAMP
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR
REPRODUCED WITHOUT THE WRITTEN CONSENT
OF GALLOWAY. COPYRIGHTS AND
INFRINGEMENTS
WILL BE ENFORCED AND PROSECUTED.
COPYRIGHT
-
-
-
-
-
-
-
-
-
-
-
-
-
-F:\Acad-cga\Goodwin Knight\0974 - SKYWAY\CONSULTANTS\CIVIL\PDP\x-GNK08_TBLK 24x36.dwg - Dana Ashoori - 11/27/2018MARS LANDING - PROJECT DEVELOPMENT PLANFORT COLLINS, COBUILDING A-42 -
FIRST LEVEL
A1.10
06.09.2021
CW
DA
1/8" = 1'-0"1 FIRST FLOOR
REF.DWW/D
REF.DWW/D REF.DWREF.DWDWREF.W/D
REF.DWW/D
REF.DWW/DREF.DWW/DREF.
DW
W/D REF.DWREF.DWW/D REF.DWW/D REF.DWREF.DWW/DREF.DWEND
STUDIO
LARGE 2
BED.
LARGE 2
BED.
LARGE 2
BED.
LARGE 2
BED.
LARGE 2
BED.
LARGE 1
BED.
LARGE 1
BED.
MEDIUM
1 BED.
LARGE
STUDIO
STUDIO
SMALL 2
BED.
3 BED
END
STUDIO 3'-10"64'-4"3'-10"LARGE 1
BED.
97654
3
21
216'-0 1/2"
D
C
B
A
8
N PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONGallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
Date:
Drawn By:
Project No:
Checked By:
Init.#Issue / DescriptionDate
GNK000008
STAMP
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR
REPRODUCED WITHOUT THE WRITTEN CONSENT
OF GALLOWAY. COPYRIGHTS AND
INFRINGEMENTS
WILL BE ENFORCED AND PROSECUTED.
COPYRIGHT
-
-
-
-
-
-
-
-
-
-
-
-
-
-F:\Acad-cga\Goodwin Knight\0974 - SKYWAY\CONSULTANTS\CIVIL\PDP\x-GNK08_TBLK 24x36.dwg - Dana Ashoori - 11/27/2018MARS LANDING - PROJECT DEVELOPMENT PLANFORT COLLINS, COBUILDING A-42 -
SECOND LEVEL
A1.11
06.09.2021
CW
DA
1/8" = 1'-0"1 SECOND FLOOR
W/D
REF.DWREF.DWW/D REF.DWREF.DWREF.DWW/DREF.DWW/D REF.DWW/D REF.DWW/D REF.DWW/D REF.DWREF.DWW/DREF.DWW/D REF.DWEND
STUDIO
END
STUDIO
SMALL 2
BED.
LARGE 2
BED.
LARGE 2
BED.
LARGE 2
BED.
3 BEDLARGE 1
BED.
LARGE 1
BED.
LARGE 2
BED.
LARGE 2
BED.
LARGE 2
BED.
LARGE 2
BED.
216'-0 1/2"64'-4"97654
3
21
D
C
B
A
8
N PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONGallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
Date:
Drawn By:
Project No:
Checked By:
Init.#Issue / DescriptionDate
GNK000008
STAMP
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR
REPRODUCED WITHOUT THE WRITTEN CONSENT
OF GALLOWAY. COPYRIGHTS AND
INFRINGEMENTS
WILL BE ENFORCED AND PROSECUTED.
COPYRIGHT
-
-
-
-
-
-
-
-
-
-
-
-
-
-F:\Acad-cga\Goodwin Knight\0974 - SKYWAY\CONSULTANTS\CIVIL\PDP\x-GNK08_TBLK 24x36.dwg - Dana Ashoori - 11/27/2018MARS LANDING - PROJECT DEVELOPMENT PLANFORT COLLINS, COBUILDING A-42 -
THIRD LEVEL
A1.12
06.09.2021
CW
DA
1/8" = 1'-0"1 THIRD FLOOR
REF.DWREF.DWREF.DWREF.DWREF.DWREF.DWREF.DWW/DREF.
DW
W/D REF.DWREF.DWREF.DWREF.DWW/DREF.
DW DWREF.W/DDWREF.W/D
REF.DWMECH
H2O
LARGE 1
BED.
LARGE 1
BED.
MEDIUM
1 BED.
LARGE 1
BED.
MEDIUM
1 BED.LARGE
STUDIO
STUDIO STUDIO
LARGE 1
BED.
LARGE 1
BED.
LARGE 1
BED.
LARGE 1
BED.
LARGE 1
BED.
LARGE 1
BED.
SMALL 2
BED.
SMALL 2
BED.
4 5
A
B
C
DD
E
F
G
1
1
7 8
8
9
9
2
2
369'-0"203'-4"
N PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONGallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
Date:
Drawn By:
Project No:
Checked By:
Init.#Issue / DescriptionDate
GNK000008
STAMP
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR
REPRODUCED WITHOUT THE WRITTEN CONSENT
OF GALLOWAY. COPYRIGHTS AND
INFRINGEMENTS
WILL BE ENFORCED AND PROSECUTED.
COPYRIGHT
-
-
-
-
-
-
-
-
-
-
-
-
-
-F:\Acad-cga\Goodwin Knight\0974 - SKYWAY\CONSULTANTS\CIVIL\PDP\x-GNK08_TBLK 24x36.dwg - Dana Ashoori - 11/27/2018MARS LANDING - PROJECT DEVELOPMENT PLANFORT COLLINS, COBUILDING A-48 -
FIRST LEVEL
A1.20
06.09.2021
CW
DA
1/8" = 1'-0"1 FIRST FLOOR
W/D
REF.DWREF.DWREF.DWREF.DWW/DREF.
DW
W/D REF.DWREF.DWREF.DWREF.DWW/D REF.DWREF.DWW/DREF.
DW W/DREF.
DW
W/D REF.DWDWREF.W/DDWREF.W/D
4 5
A
B
C
DD
E
F
G
1
1
7 8
8
9
9
2
2
3
SMALL 2
BED.
LARGE 1
BED.
MEDIUM
1 BED.
SMALL 2
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MEDIUM
1 BED.LARGE
STUDIO
STUDIO STUDIO
LARGE 1
BED.
LARGE 1
BED.
LARGE 1
BED.
MEDIUM
1 BED.
LARGE 2
BED.3 BED
SMALL 2
BED.69'-0"203'-4"
LARGE
STUDIO
N PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONGallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
Date:
Drawn By:
Project No:
Checked By:
Init.#Issue / DescriptionDate
GNK000008
STAMP
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR
REPRODUCED WITHOUT THE WRITTEN CONSENT
OF GALLOWAY. COPYRIGHTS AND
INFRINGEMENTS
WILL BE ENFORCED AND PROSECUTED.
COPYRIGHT
-
-
-
-
-
-
-
-
-
-
-
-
-
-F:\Acad-cga\Goodwin Knight\0974 - SKYWAY\CONSULTANTS\CIVIL\PDP\x-GNK08_TBLK 24x36.dwg - Dana Ashoori - 11/27/2018MARS LANDING - PROJECT DEVELOPMENT PLANFORT COLLINS, COBUILDING A-48 -
SECOND LEVEL
A1.21
06.09.2021
CW
DA
1/8" = 1'-0"1 SECOND FLOOR
REF.DWW/DREF.DWREF.DWW/DREF.
DW
W/D
REF.DWW/D REF.DWREF.DWREF.DWREF.DWW/D REF.DWW/DREF.
DW DWREF.W/DDWREF.W/DW/DREF.
DW
W/D REF.DWREF.DW4 5
A
B
C
DD
E
F
G
1
1
7 8
8
9
9
2
2
3
END
STUDIO
LARGE 1
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MEDIUM
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STUDIO
MEDIUM
1 BED.LARGE
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STUDIO STUDIO
LARGE 1
BED.
LARGE 1
BED.
LARGE 1
BED.
MEDIUM
1 BED.
LARGE 2
BED.3 BED
SMALL 2
BED.69'-0"203'-4"
LARGE
STUDIO
N PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONGallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
Date:
Drawn By:
Project No:
Checked By:
Init.#Issue / DescriptionDate
GNK000008
STAMP
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR
REPRODUCED WITHOUT THE WRITTEN CONSENT
OF GALLOWAY. COPYRIGHTS AND
INFRINGEMENTS
WILL BE ENFORCED AND PROSECUTED.
COPYRIGHT
-
-
-
-
-
-
-
-
-
-
-
-
-
-F:\Acad-cga\Goodwin Knight\0974 - SKYWAY\CONSULTANTS\CIVIL\PDP\x-GNK08_TBLK 24x36.dwg - Dana Ashoori - 11/27/2018MARS LANDING - PROJECT DEVELOPMENT PLANFORT COLLINS, COBUILDING A-48 -
THIRD LEVEL
A1.22
06.09.2021
CW
DA
1/8" = 1'-0"1 THIRD FLOOR
END UNIT
9'-11 1/4" CLR. (FACE OF CONC.)
1a 2a 3a 4a 5a 6a
A
B 21'-8"2'-0"10'-10"10'-4 1/2"10'-4 1/2"10'-4 1/2"10'-10"
FRAME WALL
CENTERED ON
CONCRETE CURB
BELOW
31'-10 1/2"20'-11"
52'-9 1/2"2'-0"3 1/2"5'-1 1/2"5'-5"3 1/2"5'-0 1/2"5'-0 1/2"3 1/2"5'-0 1/2"5'-0 1/2"3 1/2"5'-0 1/2"5'-0 1/2"3 1/2"5'-1 1/2"5'-1 1/2"3 1/2"
1a 2a 3a 4a 5a 6a
A
B PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONGallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
Date:
Drawn By:
Project No:
Checked By:
Init.#Issue / DescriptionDate
GNK000008
STAMP
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR
REPRODUCED WITHOUT THE WRITTEN CONSENT
OF GALLOWAY. COPYRIGHTS AND
INFRINGEMENTS
WILL BE ENFORCED AND PROSECUTED.
COPYRIGHT
-
-
-
-
-
-
-
-
-
-
-
-
-
-F:\Acad-cga\Goodwin Knight\0974 - SKYWAY\CONSULTANTS\CIVIL\PDP\x-GNK08_TBLK 24x36.dwg - Dana Ashoori - 11/27/2018MARS LANDING - PROJECT DEVELOPMENT PLANFORT COLLINS, COGARAGE A PLANS
A1.30
CW
DA
1/4" = 1'-0"1 GARAGE A - 1ST LEVEL
1/4" = 1'-0"2 GARAGE A - SLAB PLAN
06.09.2021
ROOF PLAN NOTES
• REFER TO GENERAL NOTES FOR ADDITIONAL
INFORMATION NOT SHOWN OR NOTED ON PLANS.
• ALL OVERHANGS ARE MEASURED HORIZONTALLY FROM
FACE OF FRAME TO END OF TRUSS/RAFTER, RE: DETAILS.
ALL SOFFITS ARE TO BE FLAT, U.N.O.
• ALL TRUSSES TO BE FABRICATED AND DESIGNED UNDER
THE SUPERVISION OF A COLORADO LICENSED
STRUCTURAL ENGINEER.
• ALL OVERFRAMING TO BEAR DIRECTLY ON TRUSSES OR
OVER SOLID, IMMEDIATE BLOCKING BETWEEN TRUSSES.
PROVIDE CUTOUTS IN AREAS OF OVERFRAMING TO
CONNECT ROOF AREAS.
• PROVIDE ROOF VENTS AND / OR SOFFIT VENTS TO
PROVIDE ATTIC VENTILATION AS REQUIRED PER 2015 IBC
SECTION 1203. RE: ROOF VENTING NOTES AND
CALCULATIONS.
• WATERPROOFING OF OPENINGS AT THE ROOF, AROUND
VENT PIPES, AND AT EXTERIOR WALLS SHALL BE MADE
WATER TIGHT PER 2015 IPC SECTION 305.5.
• THE ANNULAR SPACE BETWEEN PENETRATIONS OF PIPES
AND SIMILAR AND ALL OPENINGS IN A BUILDING ENVELOPE
WALL, FLOOR, OR CEILING ASSEMBLY SHALL BE SEALED
PER 2015 IPC SECTION 315. WHERE APPLICABLE,
PENETRATIONS IN FIRE-RATED ASSEMBLIES SHALL BE
SEALED IN ACCORDANCE WITH 2015 IBC SECTION 714.
• PIPES AND VENTS SHALL BE PAINTED TO MATCH
ADJACENT MATERIALS.
2015 INTERNATIONAL BUILDING CODE
• ROOF ASSEMBLIES PER 2015 IBC CHAPTER 1501:
ROOF ASSEMBLIES SHALL PROVIDE A WEATHER
RESISTANT ROOF SYSTEM AND SHALL INCLUDE WEATHER
PROTECTION PER 2015 IBC SECTION 1503 AND ROOF
COVERINGS PER SECTION 1507.
RE: FLASHING DETAILS FOR ADDITIONAL INFORMATION.
• CRICKETS AND SADDLES SHALL BE INSTALLED AT THE
REQUIRED LOCATIONS PER 2015 IBC SECTION 1503.6.
CRICKET OR SADDLE COVERINGS SHALL BE SHEET METAL
OR OF THE SAME MATERIAL AS THE ROOF COVERING.
PROVIDE APPROPRIATE UNDERLAYMENT AS APPLICABLE
TO THE CRICKET OR SADDLE SLOPE.
• LOW SLOPE ROOFS -ASPHALT SHINGLES:
ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF
SLOPES OF 2:12 OR GREATER.
DOUBLE UNDERLAYMENT SHALL BE PROVIDED AT ROOF
SLOPES FROM 2:12 TO LESS THAN 4:12, PER 2015 IBC
SECTION 1507.2.8.
• AN ICE BARRIER SHALL BE INSTALLED AT EAVES,
EXTENDING FROM THE LOWEST EDGE TO A POINT AT
LEAST 24 INCHES INSIDE THE EXTERIOR WALL PER 2015
IBC SECTION 1507.2.8.2 OR AS REQUIRED BY LOCAL
AMENDMENTS.
• METAL ROOF PANELS:
THE INSTALLATION, ATTACHMENT, AND UNDERLAYMENT
REQUIREMENTS OF METAL ROOF PANELS SHALL COMPLY
WITH 2015 IBC SECTION 1507.4.
• ROOF DRAINAGE PER 2015 IPC SECTION 1106:
SIZE OF GUTTERS, DOWNSPOUTS, AND SCUPPERS PER
BUILDER'S SPECIFICATION, SHALL BE IN COMPLIANCE WITH
SECTION 1106 BASED ON THE RAINFALL RATE AND
CALCULATED AREA BEING DRAINED.
WHERE APPLICABLE, SECONDARY DRAINS OR SCUPPERS
SHALL BE PROVIDED PER SECTION 1108.
• SCUPPERS & DOWNSPOUTS ARE TO BE FIELD VERIFIED
FOR LOCATION BY BUILDER. DOWNSPOUTS TO HAVE
ADJUSTABLE EXTENDERS TO CARRY WATER MIN. 5'-0"
AWAY FROM BUILDING OR AS RECOMMENDED BY SOILS
REPORT, OR, WHERE APPLICABLE, CONNECT DIRECTLY TO
THE STORM DRAIN SYSTEM. REFER TO CIVIL DRAWINGS
FOR DETAILS AND LOCATIONS.
• DRAFTSTOPPING SHALL BE PROVIDED IN ATTICS AND
CONCEALED ROOF SPACES PER 2015 IBC SECTION 718.4.2.
INSTALL IN LOCATIONS AS SHOWN IN PLAN; IN LINE WITH
DWELLING UNIT SEPARATION WALLS, CORRIDORS, AND
SUBDIVIDING THE ATTIC SPACE INTO AREAS NOT
EXCEEDING 3,000 SQUARE FEET OR ABOVE EVERY TWO
DWELLING UNITS, WHICHEVER IS SMALLER. OPENINGS IN
DRAFTSTOPS SHALL BE PROTECTED BY SELF-CLOSING
DOORS PER CODE.
1a 2a 3a 4a 5a 6a
A
B PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONGallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
Date:
Drawn By:
Project No:
Checked By:
Init.#Issue / DescriptionDate
GNK000008
STAMP
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR
REPRODUCED WITHOUT THE WRITTEN CONSENT
OF GALLOWAY. COPYRIGHTS AND
INFRINGEMENTS
WILL BE ENFORCED AND PROSECUTED.
COPYRIGHT
-
-
-
-
-
-
-
-
-
-
-
-
-
-F:\Acad-cga\Goodwin Knight\0974 - SKYWAY\CONSULTANTS\CIVIL\PDP\x-GNK08_TBLK 24x36.dwg - Dana Ashoori - 11/27/2018MARS LANDING - PROJECT DEVELOPMENT PLANFORT COLLINS, COGARAGE A ROOF
PLAN
A1.31
CW
DA
1/4" = 1'-0"2 GARAGE A - ROOF PLAN
06.09.2021
A
B
1b 2b 3b 4b 5b 6b
3 1/2"5'-3 1/2"4'-11 1/2"3 1/2"5'-0 1/2"5'-0 1/2"3 1/2"5'-0 1/2"5'-0 1/2"3 1/2"5'-0 1/2"5'-0 1/2"3 1/2"6'-3 1/2"8'-6 1/2"
10'-6 1/2"10'-4 1/2"10'-4 1/2"10'-4 1/2"15'-1 1/2"
56'-9 1/2"
ACCESS AISLE
5'-0"
PARKING STALL
8'-0"
31'-3 1/2"25'-6"
A
B
1b 2b 3b 4b 5b 6b
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONGallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
Date:
Drawn By:
Project No:
Checked By:
Init.#Issue / DescriptionDate
GNK000008
STAMP
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR
REPRODUCED WITHOUT THE WRITTEN CONSENT
OF GALLOWAY. COPYRIGHTS AND
INFRINGEMENTS
WILL BE ENFORCED AND PROSECUTED.
COPYRIGHT
-
-
-
-
-
-
-
-
-
-
-
-
-
-F:\Acad-cga\Goodwin Knight\0974 - SKYWAY\CONSULTANTS\CIVIL\PDP\x-GNK08_TBLK 24x36.dwg - Dana Ashoori - 11/27/2018MARS LANDING - PROJECT DEVELOPMENT PLANFORT COLLINS, COGARAGE B PLANS
A1.32
CW
DA
1/4" = 1'-0"1 GARAGE B - 1ST LEVEL
1/4" = 1'-0"2 GARAGE B - SLAB PLAN
06.09.2021
ROOF PLAN NOTES
• REFER TO GENERAL NOTES FOR ADDITIONAL
INFORMATION NOT SHOWN OR NOTED ON PLANS.
• ALL OVERHANGS ARE MEASURED HORIZONTALLY FROM
FACE OF FRAME TO END OF TRUSS/RAFTER, RE: DETAILS.
ALL SOFFITS ARE TO BE FLAT, U.N.O.
• ALL TRUSSES TO BE FABRICATED AND DESIGNED UNDER
THE SUPERVISION OF A COLORADO LICENSED
STRUCTURAL ENGINEER.
• ALL OVERFRAMING TO BEAR DIRECTLY ON TRUSSES OR
OVER SOLID, IMMEDIATE BLOCKING BETWEEN TRUSSES.
PROVIDE CUTOUTS IN AREAS OF OVERFRAMING TO
CONNECT ROOF AREAS.
• PROVIDE ROOF VENTS AND / OR SOFFIT VENTS TO
PROVIDE ATTIC VENTILATION AS REQUIRED PER 2015 IBC
SECTION 1203. RE: ROOF VENTING NOTES AND
CALCULATIONS.
• WATERPROOFING OF OPENINGS AT THE ROOF, AROUND
VENT PIPES, AND AT EXTERIOR WALLS SHALL BE MADE
WATER TIGHT PER 2015 IPC SECTION 305.5.
• THE ANNULAR SPACE BETWEEN PENETRATIONS OF PIPES
AND SIMILAR AND ALL OPENINGS IN A BUILDING ENVELOPE
WALL, FLOOR, OR CEILING ASSEMBLY SHALL BE SEALED
PER 2015 IPC SECTION 315. WHERE APPLICABLE,
PENETRATIONS IN FIRE-RATED ASSEMBLIES SHALL BE
SEALED IN ACCORDANCE WITH 2015 IBC SECTION 714.
• PIPES AND VENTS SHALL BE PAINTED TO MATCH
ADJACENT MATERIALS.
2015 INTERNATIONAL BUILDING CODE
• ROOF ASSEMBLIES PER 2015 IBC CHAPTER 1501:
ROOF ASSEMBLIES SHALL PROVIDE A WEATHER
RESISTANT ROOF SYSTEM AND SHALL INCLUDE WEATHER
PROTECTION PER 2015 IBC SECTION 1503 AND ROOF
COVERINGS PER SECTION 1507.
RE: FLASHING DETAILS FOR ADDITIONAL INFORMATION.
• CRICKETS AND SADDLES SHALL BE INSTALLED AT THE
REQUIRED LOCATIONS PER 2015 IBC SECTION 1503.6.
CRICKET OR SADDLE COVERINGS SHALL BE SHEET METAL
OR OF THE SAME MATERIAL AS THE ROOF COVERING.
PROVIDE APPROPRIATE UNDERLAYMENT AS APPLICABLE
TO THE CRICKET OR SADDLE SLOPE.
• LOW SLOPE ROOFS -ASPHALT SHINGLES:
ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF
SLOPES OF 2:12 OR GREATER.
DOUBLE UNDERLAYMENT SHALL BE PROVIDED AT ROOF
SLOPES FROM 2:12 TO LESS THAN 4:12, PER 2015 IBC
SECTION 1507.2.8.
• AN ICE BARRIER SHALL BE INSTALLED AT EAVES,
EXTENDING FROM THE LOWEST EDGE TO A POINT AT
LEAST 24 INCHES INSIDE THE EXTERIOR WALL PER 2015
IBC SECTION 1507.2.8.2 OR AS REQUIRED BY LOCAL
AMENDMENTS.
• METAL ROOF PANELS:
THE INSTALLATION, ATTACHMENT, AND UNDERLAYMENT
REQUIREMENTS OF METAL ROOF PANELS SHALL COMPLY
WITH 2015 IBC SECTION 1507.4.
• ROOF DRAINAGE PER 2015 IPC SECTION 1106:
SIZE OF GUTTERS, DOWNSPOUTS, AND SCUPPERS PER
BUILDER'S SPECIFICATION, SHALL BE IN COMPLIANCE WITH
SECTION 1106 BASED ON THE RAINFALL RATE AND
CALCULATED AREA BEING DRAINED.
WHERE APPLICABLE, SECONDARY DRAINS OR SCUPPERS
SHALL BE PROVIDED PER SECTION 1108.
• SCUPPERS & DOWNSPOUTS ARE TO BE FIELD VERIFIED
FOR LOCATION BY BUILDER. DOWNSPOUTS TO HAVE
ADJUSTABLE EXTENDERS TO CARRY WATER MIN. 5'-0"
AWAY FROM BUILDING OR AS RECOMMENDED BY SOILS
REPORT, OR, WHERE APPLICABLE, CONNECT DIRECTLY TO
THE STORM DRAIN SYSTEM. REFER TO CIVIL DRAWINGS
FOR DETAILS AND LOCATIONS.
• DRAFTSTOPPING SHALL BE PROVIDED IN ATTICS AND
CONCEALED ROOF SPACES PER 2015 IBC SECTION 718.4.2.
INSTALL IN LOCATIONS AS SHOWN IN PLAN; IN LINE WITH
DWELLING UNIT SEPARATION WALLS, CORRIDORS, AND
SUBDIVIDING THE ATTIC SPACE INTO AREAS NOT
EXCEEDING 3,000 SQUARE FEET OR ABOVE EVERY TWO
DWELLING UNITS, WHICHEVER IS SMALLER. OPENINGS IN
DRAFTSTOPS SHALL BE PROTECTED BY SELF-CLOSING
DOORS PER CODE.
1b 2b 3b 4b 5b 6b PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONGallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
Date:
Drawn By:
Project No:
Checked By:
Init.#Issue / DescriptionDate
GNK000008
STAMP
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR
REPRODUCED WITHOUT THE WRITTEN CONSENT
OF GALLOWAY. COPYRIGHTS AND
INFRINGEMENTS
WILL BE ENFORCED AND PROSECUTED.
COPYRIGHT
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-F:\Acad-cga\Goodwin Knight\0974 - SKYWAY\CONSULTANTS\CIVIL\PDP\x-GNK08_TBLK 24x36.dwg - Dana Ashoori - 11/27/2018MARS LANDING - PROJECT DEVELOPMENT PLANFORT COLLINS, COGARAGE B ROOF
PLAN
A1.33
CW
DA
1/4" = 1'-0"1 GARAGE B - ROOF PLAN
06.09.2021
A
B
1c 2c 3c 4c 5c 6c
17'-10"10'-4 1/2"10'-4 1/2"10'-4 1/2"10'-10"
59'-9 1/2"
END UNIT
9'-11 1/4" CLR. (FACE OF CONC.)
28'-6"31'-3 1/2"
59'-9 1/2"
3 1/2"11'-3 3/8"6'-3 1/8"3 1/2"5'-0 1/2"5'-0 1/2"3 1/2"5'-0 1/2"5'-0 1/2"3 1/2"5'-0 1/2"5'-0 1/2"3 1/2"5'-1 1/2"5'-1 1/2"3 1/2"
ACCESS AISLE
8'-0"
VAN PARKING STALL
8'-0"
A
B
1c 2c 3c 4c 5c 6c
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONGallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
Date:
Drawn By:
Project No:
Checked By:
Init.#Issue / DescriptionDate
GNK000008
STAMP
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR
REPRODUCED WITHOUT THE WRITTEN CONSENT
OF GALLOWAY. COPYRIGHTS AND
INFRINGEMENTS
WILL BE ENFORCED AND PROSECUTED.
COPYRIGHT
-
-
-
-
-
-
-
-
-
-
-
-
-
-F:\Acad-cga\Goodwin Knight\0974 - SKYWAY\CONSULTANTS\CIVIL\PDP\x-GNK08_TBLK 24x36.dwg - Dana Ashoori - 11/27/2018MARS LANDING - PROJECT DEVELOPMENT PLANFORT COLLINS, COGARAGE C PLANS
A1.34
CW
DA
1/4" = 1'-0"1 FIRST FLOOR
1/4" = 1'-0"2 SLAB PLAN
06.09.2021
ROOF PLAN NOTES
• REFER TO GENERAL NOTES FOR ADDITIONAL
INFORMATION NOT SHOWN OR NOTED ON PLANS.
• ALL OVERHANGS ARE MEASURED HORIZONTALLY FROM
FACE OF FRAME TO END OF TRUSS/RAFTER, RE: DETAILS.
ALL SOFFITS ARE TO BE FLAT, U.N.O.
• ALL TRUSSES TO BE FABRICATED AND DESIGNED UNDER
THE SUPERVISION OF A COLORADO LICENSED
STRUCTURAL ENGINEER.
• ALL OVERFRAMING TO BEAR DIRECTLY ON TRUSSES OR
OVER SOLID, IMMEDIATE BLOCKING BETWEEN TRUSSES.
PROVIDE CUTOUTS IN AREAS OF OVERFRAMING TO
CONNECT ROOF AREAS.
• PROVIDE ROOF VENTS AND / OR SOFFIT VENTS TO
PROVIDE ATTIC VENTILATION AS REQUIRED PER 2015 IBC
SECTION 1203. RE: ROOF VENTING NOTES AND
CALCULATIONS.
• WATERPROOFING OF OPENINGS AT THE ROOF, AROUND
VENT PIPES, AND AT EXTERIOR WALLS SHALL BE MADE
WATER TIGHT PER 2015 IPC SECTION 305.5.
• THE ANNULAR SPACE BETWEEN PENETRATIONS OF PIPES
AND SIMILAR AND ALL OPENINGS IN A BUILDING ENVELOPE
WALL, FLOOR, OR CEILING ASSEMBLY SHALL BE SEALED
PER 2015 IPC SECTION 315. WHERE APPLICABLE,
PENETRATIONS IN FIRE-RATED ASSEMBLIES SHALL BE
SEALED IN ACCORDANCE WITH 2015 IBC SECTION 714.
• PIPES AND VENTS SHALL BE PAINTED TO MATCH
ADJACENT MATERIALS.
2015 INTERNATIONAL BUILDING CODE
• ROOF ASSEMBLIES PER 2015 IBC CHAPTER 1501:
ROOF ASSEMBLIES SHALL PROVIDE A WEATHER
RESISTANT ROOF SYSTEM AND SHALL INCLUDE WEATHER
PROTECTION PER 2015 IBC SECTION 1503 AND ROOF
COVERINGS PER SECTION 1507.
RE: FLASHING DETAILS FOR ADDITIONAL INFORMATION.
• CRICKETS AND SADDLES SHALL BE INSTALLED AT THE
REQUIRED LOCATIONS PER 2015 IBC SECTION 1503.6.
CRICKET OR SADDLE COVERINGS SHALL BE SHEET METAL
OR OF THE SAME MATERIAL AS THE ROOF COVERING.
PROVIDE APPROPRIATE UNDERLAYMENT AS APPLICABLE
TO THE CRICKET OR SADDLE SLOPE.
• LOW SLOPE ROOFS -ASPHALT SHINGLES:
ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF
SLOPES OF 2:12 OR GREATER.
DOUBLE UNDERLAYMENT SHALL BE PROVIDED AT ROOF
SLOPES FROM 2:12 TO LESS THAN 4:12, PER 2015 IBC
SECTION 1507.2.8.
• AN ICE BARRIER SHALL BE INSTALLED AT EAVES,
EXTENDING FROM THE LOWEST EDGE TO A POINT AT
LEAST 24 INCHES INSIDE THE EXTERIOR WALL PER 2015
IBC SECTION 1507.2.8.2 OR AS REQUIRED BY LOCAL
AMENDMENTS.
• METAL ROOF PANELS:
THE INSTALLATION, ATTACHMENT, AND UNDERLAYMENT
REQUIREMENTS OF METAL ROOF PANELS SHALL COMPLY
WITH 2015 IBC SECTION 1507.4.
• ROOF DRAINAGE PER 2015 IPC SECTION 1106:
SIZE OF GUTTERS, DOWNSPOUTS, AND SCUPPERS PER
BUILDER'S SPECIFICATION, SHALL BE IN COMPLIANCE WITH
SECTION 1106 BASED ON THE RAINFALL RATE AND
CALCULATED AREA BEING DRAINED.
WHERE APPLICABLE, SECONDARY DRAINS OR SCUPPERS
SHALL BE PROVIDED PER SECTION 1108.
• SCUPPERS & DOWNSPOUTS ARE TO BE FIELD VERIFIED
FOR LOCATION BY BUILDER. DOWNSPOUTS TO HAVE
ADJUSTABLE EXTENDERS TO CARRY WATER MIN. 5'-0"
AWAY FROM BUILDING OR AS RECOMMENDED BY SOILS
REPORT, OR, WHERE APPLICABLE, CONNECT DIRECTLY TO
THE STORM DRAIN SYSTEM. REFER TO CIVIL DRAWINGS
FOR DETAILS AND LOCATIONS.
• DRAFTSTOPPING SHALL BE PROVIDED IN ATTICS AND
CONCEALED ROOF SPACES PER 2015 IBC SECTION 718.4.2.
INSTALL IN LOCATIONS AS SHOWN IN PLAN; IN LINE WITH
DWELLING UNIT SEPARATION WALLS, CORRIDORS, AND
SUBDIVIDING THE ATTIC SPACE INTO AREAS NOT
EXCEEDING 3,000 SQUARE FEET OR ABOVE EVERY TWO
DWELLING UNITS, WHICHEVER IS SMALLER. OPENINGS IN
DRAFTSTOPS SHALL BE PROTECTED BY SELF-CLOSING
DOORS PER CODE.
A
B
1c 2c 3c 4c 5c 6c PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONGallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
Date:
Drawn By:
Project No:
Checked By:
Init.#Issue / DescriptionDate
GNK000008
STAMP
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR
REPRODUCED WITHOUT THE WRITTEN CONSENT
OF GALLOWAY. COPYRIGHTS AND
INFRINGEMENTS
WILL BE ENFORCED AND PROSECUTED.
COPYRIGHT
-
-
-
-
-
-
-
-
-
-
-
-
-
-F:\Acad-cga\Goodwin Knight\0974 - SKYWAY\CONSULTANTS\CIVIL\PDP\x-GNK08_TBLK 24x36.dwg - Dana Ashoori - 11/27/2018MARS LANDING - PROJECT DEVELOPMENT PLANFORT COLLINS, COGARAGE C ROOF
PLAN
A1.35
CW
DA
1/4" = 1'-0"1 ROOF PLAN
06.09.2021
A
B
1d 3d 4d 5d 6d
10'-10"10'-4 1/2"10'-4 1/2"10'-10"
3 1/2"5'-1 1/2"5'-5"3 1/2"5'-0 1/2"5'-0 1/2"3 1/2"5'-0 1/2"5'-0 1/2"3 1/2"5'-1 1/2"5'-1 1/2"3 1/2"21'-8"2'-0"21'-6"20'-11"
42'-5"2'-0"A
B
1d 3d 4d 5d 6d
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONGallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
Date:
Drawn By:
Project No:
Checked By:
Init.#Issue / DescriptionDate
GNK000008
STAMP
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR
REPRODUCED WITHOUT THE WRITTEN CONSENT
OF GALLOWAY. COPYRIGHTS AND
INFRINGEMENTS
WILL BE ENFORCED AND PROSECUTED.
COPYRIGHT
-
-
-
-
-
-
-
-
-
-
-
-
-
-F:\Acad-cga\Goodwin Knight\0974 - SKYWAY\CONSULTANTS\CIVIL\PDP\x-GNK08_TBLK 24x36.dwg - Dana Ashoori - 11/27/2018MARS LANDING - PROJECT DEVELOPMENT PLANFORT COLLINS, COGARAGE D PLANS
A1.36
Checker
Author
1/4" = 1'-0"1 FIRST FLOOR
1/4" = 1'-0"2 SLAB PLAN
06.09.2021
A
B
1d 3d 4d 5d 6d
ROOF PLAN NOTES
• REFER TO GENERAL NOTES FOR ADDITIONAL
INFORMATION NOT SHOWN OR NOTED ON PLANS.
• ALL OVERHANGS ARE MEASURED HORIZONTALLY FROM
FACE OF FRAME TO END OF TRUSS/RAFTER, RE: DETAILS.
ALL SOFFITS ARE TO BE FLAT, U.N.O.
• ALL TRUSSES TO BE FABRICATED AND DESIGNED UNDER
THE SUPERVISION OF A COLORADO LICENSED
STRUCTURAL ENGINEER.
• ALL OVERFRAMING TO BEAR DIRECTLY ON TRUSSES OR
OVER SOLID, IMMEDIATE BLOCKING BETWEEN TRUSSES.
PROVIDE CUTOUTS IN AREAS OF OVERFRAMING TO
CONNECT ROOF AREAS.
• PROVIDE ROOF VENTS AND / OR SOFFIT VENTS TO
PROVIDE ATTIC VENTILATION AS REQUIRED PER 2015 IBC
SECTION 1203. RE: ROOF VENTING NOTES AND
CALCULATIONS.
• WATERPROOFING OF OPENINGS AT THE ROOF, AROUND
VENT PIPES, AND AT EXTERIOR WALLS SHALL BE MADE
WATER TIGHT PER 2015 IPC SECTION 305.5.
• THE ANNULAR SPACE BETWEEN PENETRATIONS OF PIPES
AND SIMILAR AND ALL OPENINGS IN A BUILDING ENVELOPE
WALL, FLOOR, OR CEILING ASSEMBLY SHALL BE SEALED
PER 2015 IPC SECTION 315. WHERE APPLICABLE,
PENETRATIONS IN FIRE-RATED ASSEMBLIES SHALL BE
SEALED IN ACCORDANCE WITH 2015 IBC SECTION 714.
• PIPES AND VENTS SHALL BE PAINTED TO MATCH
ADJACENT MATERIALS.
2015 INTERNATIONAL BUILDING CODE
• ROOF ASSEMBLIES PER 2015 IBC CHAPTER 1501:
ROOF ASSEMBLIES SHALL PROVIDE A WEATHER
RESISTANT ROOF SYSTEM AND SHALL INCLUDE WEATHER
PROTECTION PER 2015 IBC SECTION 1503 AND ROOF
COVERINGS PER SECTION 1507.
RE: FLASHING DETAILS FOR ADDITIONAL INFORMATION.
• CRICKETS AND SADDLES SHALL BE INSTALLED AT THE
REQUIRED LOCATIONS PER 2015 IBC SECTION 1503.6.
CRICKET OR SADDLE COVERINGS SHALL BE SHEET METAL
OR OF THE SAME MATERIAL AS THE ROOF COVERING.
PROVIDE APPROPRIATE UNDERLAYMENT AS APPLICABLE
TO THE CRICKET OR SADDLE SLOPE.
• LOW SLOPE ROOFS -ASPHALT SHINGLES:
ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF
SLOPES OF 2:12 OR GREATER.
DOUBLE UNDERLAYMENT SHALL BE PROVIDED AT ROOF
SLOPES FROM 2:12 TO LESS THAN 4:12, PER 2015 IBC
SECTION 1507.2.8.
• AN ICE BARRIER SHALL BE INSTALLED AT EAVES,
EXTENDING FROM THE LOWEST EDGE TO A POINT AT
LEAST 24 INCHES INSIDE THE EXTERIOR WALL PER 2015
IBC SECTION 1507.2.8.2 OR AS REQUIRED BY LOCAL
AMENDMENTS.
• METAL ROOF PANELS:
THE INSTALLATION, ATTACHMENT, AND UNDERLAYMENT
REQUIREMENTS OF METAL ROOF PANELS SHALL COMPLY
WITH 2015 IBC SECTION 1507.4.
• ROOF DRAINAGE PER 2015 IPC SECTION 1106:
SIZE OF GUTTERS, DOWNSPOUTS, AND SCUPPERS PER
BUILDER'S SPECIFICATION, SHALL BE IN COMPLIANCE WITH
SECTION 1106 BASED ON THE RAINFALL RATE AND
CALCULATED AREA BEING DRAINED.
WHERE APPLICABLE, SECONDARY DRAINS OR SCUPPERS
SHALL BE PROVIDED PER SECTION 1108.
• SCUPPERS & DOWNSPOUTS ARE TO BE FIELD VERIFIED
FOR LOCATION BY BUILDER. DOWNSPOUTS TO HAVE
ADJUSTABLE EXTENDERS TO CARRY WATER MIN. 5'-0"
AWAY FROM BUILDING OR AS RECOMMENDED BY SOILS
REPORT, OR, WHERE APPLICABLE, CONNECT DIRECTLY TO
THE STORM DRAIN SYSTEM. REFER TO CIVIL DRAWINGS
FOR DETAILS AND LOCATIONS.
• DRAFTSTOPPING SHALL BE PROVIDED IN ATTICS AND
CONCEALED ROOF SPACES PER 2015 IBC SECTION 718.4.2.
INSTALL IN LOCATIONS AS SHOWN IN PLAN; IN LINE WITH
DWELLING UNIT SEPARATION WALLS, CORRIDORS, AND
SUBDIVIDING THE ATTIC SPACE INTO AREAS NOT
EXCEEDING 3,000 SQUARE FEET OR ABOVE EVERY TWO
DWELLING UNITS, WHICHEVER IS SMALLER. OPENINGS IN
DRAFTSTOPS SHALL BE PROTECTED BY SELF-CLOSING
DOORS PER CODE.PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONGallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
Date:
Drawn By:
Project No:
Checked By:
Init.#Issue / DescriptionDate
GNK000008
STAMP
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR
REPRODUCED WITHOUT THE WRITTEN CONSENT
OF GALLOWAY. COPYRIGHTS AND
INFRINGEMENTS
WILL BE ENFORCED AND PROSECUTED.
COPYRIGHT
-
-
-
-
-
-
-
-
-
-
-
-
-
-F:\Acad-cga\Goodwin Knight\0974 - SKYWAY\CONSULTANTS\CIVIL\PDP\x-GNK08_TBLK 24x36.dwg - Dana Ashoori - 11/27/2018MARS LANDING - PROJECT DEVELOPMENT PLANFORT COLLINS, COGARAGE D ROOF
PLAN
A1.37
Checker
Author
1/4" = 1'-0"1 GARAGE A - ROOF PLAN
06.09.2021
1ST LEVEL
100'-0"
2ND LEVEL
3RD LEVEL
2
12
UTILITY METERS,
RE: CIVILOVERALL BUILDING HEIGHT40'-0"ADHERED
MASONRY,
TYP.
VINYL
WINDOWS,
TYP.
1X4 STUCCO
TRIM -TRIM
01, TYP.
METAL
TRELLIS AND
COLUMNS -
TRIM 01
VERTICAL
SIDING -BODY
03, TYP.
5/4 HARDBOARD
TRIM -TRIM 01, TYP.
VINYL
WINDOW, TYP.METAL PANEL -ACCENT 01, TYP.
METAL PARAPET CAP -TRIM 01, TYP.
STUCCO -ACCENT 02
LAP SIDING -BODY 01, TYP.
METAL RAILING -TRIM 01, TYP.COMPOSITE WOOD SCREEN
STANDING SEAM METAL ROOF
PAINTED WOOD CORBELS -TRIM 01
BODY 01
BODY 02
BODY 03
ACCENT 01
ACCENT 02
TRIM 01
COLOR (MANUF.)COMMENTS
STONE
EXTERIOR FINISH MATERIAL SCHEDULE
NORTH HAMPTON BEIGE (BM AC-38)
SWEATSHIRT GRAY (BM 2126-40)
AGED COPPER (CMG METALS)
CASCADE WHITE (BM 2127-70)
CORONADO PROLEDGE -HURON
COMPOSITE WOOD TREX -SPICED RUM
* ALL MATERIALS AND COLORS SHOWN ARE PROPOSED BASIS
OF DESIGN, OR EQUIVALENT, SUBJECT TO CITY APPROVAL.
NIGHT HORIZON (BM 2134-10)
COACHMAN'S CAPE (BM CSP-90)
ARCHITECTURAL GRADE
METAL PANEL
LAP SIDING
LAP SIDING
VERTICAL SIDING
STUCCO
EXTERIOR BUILDING LIGHTS:
LIGHTS, ONCE SPECIFIED, WILL COMPLY WITH ALL
REQUIREMENTS. ALL BUILDING MOUNTED LIGHTING
SHALL BE FULLY SHIELDED, DOWN DIRECTIONAL, AND
DARK SKY COMPLIANT.
1ST LEVEL
100'-0"
2ND LEVEL
3RD LEVEL
2
12
LAP SIDING -
BODY 02
ADHERED
MASONRY, TYP.
VINYL
WINDOW, TYP.
5/4 HARDBOARD
TRIM -TRIM 01, TYP.
1X4 STUCCO TRIM -
TRIM 01, TYP.
UTILITY METERS,
RE: CIVIL
METAL PANEL -ACCENT 01, TYP.
COMPOSITE WOOD SCREEN
METAL RAILING -TRIM 01, TYP.
STANDING SEAM METAL ROOF
VERTICAL SIDING -BODY 03, TYP.
PAINTED WOOD CORBELS -TRIM 01
2X12 FASCIA BOARD -TRIM 01, TYP.PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONGallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
Date:
Drawn By:
Project No:
Checked By:
Init.#Issue / DescriptionDate
GNK000008
STAMP
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR
REPRODUCED WITHOUT THE WRITTEN CONSENT
OF GALLOWAY. COPYRIGHTS AND
INFRINGEMENTS
WILL BE ENFORCED AND PROSECUTED.
COPYRIGHT
-
-
-
-
-
-
-
-
-
-
-
-
-
-F:\Acad-cga\Goodwin Knight\0974 - SKYWAY\CONSULTANTS\CIVIL\PDP\x-GNK08_TBLK 24x36.dwg - Dana Ashoori - 11/27/2018MARS LANDING - PROJECT DEVELOPMENT PLANFORT COLLINS, COBUILDING A-42
ELEVATIONS
A2.10
06.09.2021
CW
DA
1/8" = 1'-0"1 EAST ELEVATION
3 NORTH - EAST BUILDING PERSPECTIVE
1/8" = 1'-0"2 NORTH ELEVATION
1ST LEVEL
100'-0"
2ND LEVEL
3RD LEVEL
OVERALL BUILDING HEIGHT40'-0"UTILITY METERS,
RE: CIVIL
2X12 FASCIA BOARD -
TRIM 01, TYP.
LAP SIDING -BODY 02
METAL PANEL -ACCENT 01
STUCCO -ACCENT 02METAL PARAPET
CAP -TRIM 01
VERTICAL SIDING -
BODY 03, TYP.
5/4 HARDBOARD
TRIM -TRIM 01, TYP.
PAINTED STEEL
AWNING -TRIM 01, TYP.
STANDING SEAM METAL ROOF
PAINTED WOOD
CORBELS -TRIM 01
LAP SIDING -BODY 01, TYP.
VINYL
WINDOW, TYP.
METAL RAILING -TRIM 01, TYP.
COMPOSITE WOOD SCREEN
ADHERED
MASONRY, TYP.
1X4 STUCCO TRIM -
TRIM 01, TYP.
BODY 01
BODY 02
BODY 03
ACCENT 01
ACCENT 02
TRIM 01
COLOR (MANUF.)COMMENTS
STONE
EXTERIOR FINISH MATERIAL SCHEDULE
NORTH HAMPTON BEIGE (BM AC-38)
SWEATSHIRT GRAY (BM 2126-40)
AGED COPPER (CMG METALS)
CASCADE WHITE (BM 2127-70)
CORONADO PROLEDGE -HURON
COMPOSITE WOOD TREX -SPICED RUM
* ALL MATERIALS AND COLORS SHOWN ARE PROPOSED BASIS
OF DESIGN, OR EQUIVALENT, SUBJECT TO CITY APPROVAL.
NIGHT HORIZON (BM 2134-10)
COACHMAN'S CAPE (BM CSP-90)
ARCHITECTURAL GRADE
METAL PANEL
LAP SIDING
LAP SIDING
VERTICAL SIDING
STUCCO
EXTERIOR BUILDING LIGHTS:
LIGHTS, ONCE SPECIFIED, WILL COMPLY WITH ALL
REQUIREMENTS. ALL BUILDING MOUNTED LIGHTING
SHALL BE FULLY SHIELDED, DOWN DIRECTIONAL, AND
DARK SKY COMPLIANT.
1ST LEVEL
100'-0"
2ND LEVEL
3RD LEVEL
LAP SIDING -
BODY 02
ADHERED
MASONRY, TYP.
VINYL
WINDOW, TYP.
METAL PARAPET
CAP -TRIM 01
5/4 HARDBOARD
TRIM -TRIM 01
VERTICAL SIDING -
BODY 03
1X4 STUCCO TRIM -
TRIM 01, TYP.
METAL PANEL -ACCENT 01
PAINTED WOOD
CORBELS -TRIM 01, TYP.
STANDING SEAM METAL ROOF
METAL TRELLIS AND
COLUMNS -TRIM 01 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONGallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
Date:
Drawn By:
Project No:
Checked By:
Init.#Issue / DescriptionDate
GNK000008
STAMP
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR
REPRODUCED WITHOUT THE WRITTEN CONSENT
OF GALLOWAY. COPYRIGHTS AND
INFRINGEMENTS
WILL BE ENFORCED AND PROSECUTED.
COPYRIGHT
-
-
-
-
-
-
-
-
-
-
-
-
-
-F:\Acad-cga\Goodwin Knight\0974 - SKYWAY\CONSULTANTS\CIVIL\PDP\x-GNK08_TBLK 24x36.dwg - Dana Ashoori - 11/27/2018MARS LANDING - PROJECT DEVELOPMENT PLANFORT COLLINS, COBUILDING A-42
ELEVATIONS
A2.11
06.09.2021
CW
DA
1/8" = 1'-0"1 WEST ELEVATION
3 SOUTH - WEST BUILDING PERSPECTIVE
1/8" = 1'-0"4 SOUTH ELEVATION
1ST LEVEL
2ND LEVEL
3RD LEVEL
METAL PANEL -ACCENT 01
METAL TRELLIS -TRIM 01
2X10 FASCIA BOARD AND
GUTTER -TRIM 01, TYP.
COMPOSITE WOOD
SCREEN -TRIM 01
METAL RAILING -
TRIM 01, TYP.
STANDING SEAM
METAL ROOF
STUCCO -BODY 02
ADHERED
MASONRY, TYP.
1X4 STUCCO TRIM -
TRIM 01, TYP.
VINYL
WINDOW, TYP.
VERTICAL
SIDING -BODY 03
5/4 HARDBOARD
TRIM -TRIM 01
BODY 01
BODY 02
BODY 03
ACCENT 01
TRIM 01
COLOR (MANUF.)COMMENTS
STONE
EXTERIOR FINISH MATERIAL SCHEDULE
KANGAROO (BM AF-145)
SWEATSHIRT GRAY (BM 2126-40)
ROYAL BLUE (CMG METALS)
CORONADO: SIERRA LEDGE -
CATHEDRAL GREY
* ALL MATERIALS AND COLORS SHOWN ARE PROPOSED BASIS
OF DESIGN, OR EQUIVALENT, SUBJECT TO CITY APPROVAL.
NIGHT HORIZON (BM 2134-10)
COACHMAN'S CAPE (BM CSP-90)
ARCHITECTURAL GRADE
METAL PANEL
LAP SIDING
VERTICAL SIDING
STUCCO
EXTERIOR BUILDING LIGHTS:
LIGHTS, ONCE SPECIFIED, WILL COMPLY WITH ALL
REQUIREMENTS. ALL BUILDING MOUNTED LIGHTING
SHALL BE FULLY SHIELDED, DOWN DIRECTIONAL, AND
DARK SKY COMPLIANT.
1ST LEVEL
2ND LEVEL
3RD LEVEL
OVERALL BUILDING HEIGHT36'-3 1/4"METAL TRELLIS -
TRIM 01
COMPOSITE WOOD
SCREEN -TRIM 01
METAL PARAPET
CAP -TRIM 01, TYP.LAP SIDING -
BODY 01, TYP.
5/4 HARDBOARD
TRIM -TRIM 01, TYP.
2X10 FASCIA BOARD AND
GUTTER -TRIM 01, TYP.
METAL PANEL -ACCENT 01
STUCCO -BODY 02
ADHERED
MASONRY, TYP.
1X4 STUCCO TRIM -
TRIM 01, TYP.
VINYL
WINDOW, TYP.
METAL RAILING -
TRIM 01, TYP.
VERTICAL
SIDING -BODY 03 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONGallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
Date:
Drawn By:
Project No:
Checked By:
Init.#Issue / DescriptionDate
GNK000008
STAMP
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR
REPRODUCED WITHOUT THE WRITTEN CONSENT
OF GALLOWAY. COPYRIGHTS AND
INFRINGEMENTS
WILL BE ENFORCED AND PROSECUTED.
COPYRIGHT
-
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-F:\Acad-cga\Goodwin Knight\0974 - SKYWAY\CONSULTANTS\CIVIL\PDP\x-GNK08_TBLK 24x36.dwg - Dana Ashoori - 11/27/2018MARS LANDING - PROJECT DEVELOPMENT PLANFORT COLLINS, COBUILDING A-48
ELEVATIONS
A2.20
06.09.2021
CW
DA
1/8" = 1'-0"1 NORTH ELEVATION 2 NORTH - EAST BUILDING PERSPECTIVE
1/8" = 1'-0"4 EAST ELEVATION
1ST LEVEL
2ND LEVEL
3RD LEVEL
METAL PANEL -ACCENT 01
STUCCO -BODY 02
ADHERED
MASONRY, TYP.
LAP SIDING -BODY 01, TYP.
UTILITY METERS,
RE: CIVIL
ADHERED
MASONRY, TYP.
VINYL
WINDOW, TYP.
2X10 FASCIA BOARD AND
GUTTER -TRIM 01, TYP.
VERTICAL
SIDING -BODY 03
5/4 HARDBOARD
TRIM -TRIM 01, TYP.
BODY 01
BODY 02
BODY 03
ACCENT 01
TRIM 01
COLOR (MANUF.)COMMENTS
STONE
EXTERIOR FINISH MATERIAL SCHEDULE
KANGAROO (BM AF-145)
SWEATSHIRT GRAY (BM 2126-40)
ROYAL BLUE (CMG METALS)
CORONADO: SIERRA LEDGE -
CATHEDRAL GREY
* ALL MATERIALS AND COLORS SHOWN ARE PROPOSED BASIS
OF DESIGN, OR EQUIVALENT, SUBJECT TO CITY APPROVAL.
NIGHT HORIZON (BM 2134-10)
COACHMAN'S CAPE (BM CSP-90)
ARCHITECTURAL GRADE
METAL PANEL
LAP SIDING
VERTICAL SIDING
STUCCO
EXTERIOR BUILDING LIGHTS:
LIGHTS, ONCE SPECIFIED, WILL COMPLY WITH ALL
REQUIREMENTS. ALL BUILDING MOUNTED LIGHTING
SHALL BE FULLY SHIELDED, DOWN DIRECTIONAL, AND
DARK SKY COMPLIANT.
1ST LEVEL
2ND LEVEL
3RD LEVEL
OVERALL BUILDING HEIGHT36'-3 1/4"ADHERED
MASONRY, TYP.
1X4 STUCCO TRIM -
TRIM 01, TYP.
METAL RAILING -
TRIM 01, TYP.
VINYL
WINDOW, TYP.
ADHERED MASONRY, TYP.
STUCCO -BODY 02LAP SIDING -
BODY 01
METAL PARAPET
CAP -TRIM 01, TYP.
2X10 FASCIA BOARD AND
GUTTER -TRIM 01, TYP.
VERTICAL
SIDING -BODY 03
5/4 HARDBOARD
TRIM -TRIM 01, TYP.
PAINTED STEEL
AWNING -TRIM 01
2X4 STUCCO TRIM -TRIM 01
METAL PANEL -
ACCENT 01 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONGallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
Date:
Drawn By:
Project No:
Checked By:
Init.#Issue / DescriptionDate
GNK000008
STAMP
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR
REPRODUCED WITHOUT THE WRITTEN CONSENT
OF GALLOWAY. COPYRIGHTS AND
INFRINGEMENTS
WILL BE ENFORCED AND PROSECUTED.
COPYRIGHT
-
-
-
-
-
-
-
-
-
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-
-
-F:\Acad-cga\Goodwin Knight\0974 - SKYWAY\CONSULTANTS\CIVIL\PDP\x-GNK08_TBLK 24x36.dwg - Dana Ashoori - 11/27/2018MARS LANDING - PROJECT DEVELOPMENT PLANFORT COLLINS, COBUILDING A-48
ELEVATIONS
A2.21
06.09.2021
CW
DA
1/8" = 1'-0"1 SOUTH ELEVATION 2 SOUTH - WEST - BUILDING PERSPECTIVE
1/8" = 1'-0"3 WEST ELEVATION
1ST LEVEL
100'-0"
T.O. CURB
100'-6"
LAP SIDING -
BODY 02
ADHERED MASONRY -
STONE, TYP.
FASCIA BOARD -
TRIM 01
OVERALL BUILDING HEIGHT15'-2 1/2"COMPOSITION
ROOF SHINGLES
2:128'-0" OVERHEAD
DOOR -TRIM 01
PAINTED WOOD CORBELS -
TRIM 01, TYP.
1ST LEVEL
100'-0"
T.O. CURB
100'-6"
COMPOSITION
ROOF SHINGLES
LAP SIDING -
BODY 03
ADHERED MASONRY -
STONE, TYP.
FASCIA BOARD -
TRIM 01
2:12PAINTED WOOD CORBELS -
TRIM 01, TYP.
COMPOSITE WOOD
SIDING , TYP.15'-2 1/2"1ST LEVEL
100'-0"
T.O. CURB
100'-6"
LAP SIDING -
BODY 02
ADHERED MASONRY -
STONE, TYP.
FASCIA BOARD -
TRIM 01
2
12 2
12
15'-2 1/2"1ST LEVEL
100'-0"
T.O. CURB
100'-6"
LAP SIDING -
BODY 02
ADHERED MASONRY -
STONE, TYP.
FASCIA BOARD -
TRIM 01
2
12
2
12
15'-2 1/2"BODY 01
BODY 02
BODY 03
ACCENT 01
ACCENT 02
TRIM 01
COLOR (MANUF.)COMMENTS
STONE
EXTERIOR FINISH MATERIAL SCHEDULE
COMPOSITE WOOD
VERSATILE GRAY (SW 6072)
FOLKSTONE (SW 6005)
LET IT RAIN (SW 9152)
ROYAL BLUE (CMG METALS)
ICICLE (SW 6238)
CORONADO PROLEDGE -OAKBROOK
TREX -COASTAL BLUFF
* ALL MATERIALS AND COLORS SHOWN ARE PROPOSED BASIS
OF DESIGN, OR EQUIVALENT, SUBJECT TO CITY APPROVAL.
URBANE BRONZE (SW 7048)
METAL WALL PANEL
LAP SIDING
LAP SIDING
VERTICAL SIDING
STUCCO
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONGallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
Date:
Drawn By:
Project No:
Checked By:
Init.#Issue / DescriptionDate
GNK000008
STAMP
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR
REPRODUCED WITHOUT THE WRITTEN CONSENT
OF GALLOWAY. COPYRIGHTS AND
INFRINGEMENTS
WILL BE ENFORCED AND PROSECUTED.
COPYRIGHT
-
-
-
-
-
-
-
-
-
-
-
-
-
-F:\Acad-cga\Goodwin Knight\0974 - SKYWAY\CONSULTANTS\CIVIL\PDP\x-GNK08_TBLK 24x36.dwg - Dana Ashoori - 11/27/2018MARS LANDING - PROJECT DEVELOPMENT PLANFORT COLLINS, COGARAGE A
ELEVATIONS
A2.30
CW
DA
1/4" = 1'-0"4 GARAGE A - FRONT ELEVATION
1/4" = 1'-0"1 GARAGE A - REAR ELEVATION
1/4" = 1'-0"2 GARAGE A - LEFT SIDE ELEVATION
1/4" = 1'-0"3 GARAGE A - RIGHT SIDE ELEVATION
06.09.2021
1ST LEVEL
100'-0"
T.O. CURB
100'-6"
LAP SIDING -
BODY 02
ADHERED MASONRY -
STONE, TYP.
FASCIA BOARD -
TRIM 01
COMPOSITION
ROOF SHINGLES
8'-0" OVERHEAD
DOOR -TRIM 01
PAINTED WOOD CORBELS -
TRIM 01, TYP.2:1215'-1 1/2"1ST LEVEL
100'-0"
T.O. CURB
100'-6"
LAP SIDING -
BODY 02
ADHERED MASONRY -
STONE, TYP.
FASCIA BOARD -
TRIM 01
15'-1 1/2"2
12
2
12
1ST LEVEL
100'-0"
T.O. CURB
100'-6"
LAP SIDING -
BODY 02
ADHERED MASONRY -
STONE, TYP.
FASCIA BOARD -
TRIM 01
15'-1 1/4"2
12
2
12
1ST LEVEL
100'-0"
T.O. CURB
100'-6"
LAP SIDING -
BODY 02
ADHERED MASONRY -
STONE, TYP.
FASCIA BOARD -
TRIM 01
COMPOSITION
ROOF SHINGLES
PAINTED WOOD CORBELS -
TRIM 01, TYP.
COMPOSITE WOOD
SIDING , TYP.14'-10 1/4"2:12BODY 01
BODY 02
BODY 03
ACCENT 01
ACCENT 02
TRIM 01
COLOR (MANUF.)COMMENTS
STONE
EXTERIOR FINISH MATERIAL SCHEDULE
COMPOSITE WOOD
VERSATILE GRAY (SW 6072)
FOLKSTONE (SW 6005)
LET IT RAIN (SW 9152)
ROYAL BLUE (CMG METALS)
ICICLE (SW 6238)
CORONADO PROLEDGE -OAKBROOK
TREX -COASTAL BLUFF
* ALL MATERIALS AND COLORS SHOWN ARE PROPOSED BASIS
OF DESIGN, OR EQUIVALENT, SUBJECT TO CITY APPROVAL.
URBANE BRONZE (SW 7048)
METAL WALL PANEL
LAP SIDING
LAP SIDING
VERTICAL SIDING
STUCCO
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONGallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
Date:
Drawn By:
Project No:
Checked By:
Init.#Issue / DescriptionDate
GNK000008
STAMP
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR
REPRODUCED WITHOUT THE WRITTEN CONSENT
OF GALLOWAY. COPYRIGHTS AND
INFRINGEMENTS
WILL BE ENFORCED AND PROSECUTED.
COPYRIGHT
-
-
-
-
-
-
-
-
-
-
-
-
-
-F:\Acad-cga\Goodwin Knight\0974 - SKYWAY\CONSULTANTS\CIVIL\PDP\x-GNK08_TBLK 24x36.dwg - Dana Ashoori - 11/27/2018MARS LANDING - PROJECT DEVELOPMENT PLANFORT COLLINS, COGARAGE B
ELEVATIONS
A2.31
CW
DA
1/4" = 1'-0"4 GARAGE B - FRONT ELEVATION
1/4" = 1'-0"3 GARAGE B RIGHT SIDE ELEVATION
1/4" = 1'-0"2 GARAGE B LEFT SIDE ELEVATION
1/4" = 1'-0"1 GARAGE B REAR ELEVATION
06.09.2021
1ST LEVEL
100'-0"
T.O. CURB
100'-6"
LAP SIDING -
BODY 02
ADHERED MASONR
STONE, TYP.
FASCIA BOARD -
TRIM 01
OVERALL BUILDING HEIGHT15'-1 1/4"2:12PAINTED WOOD CORBELS -
TRIM 01, TYP.
8'-0" OVERHEAD
DOOR -TRIM 01
1ST LEVEL
100'-0"
T.O. CURB
100'-6"
LAP SIDING -
BODY 02
ADHERED MASONRY -
STONE, TYP.
FASCIA BOARD -
TRIM 01
2
12 2
12
15'-1 1/2"1ST LEVEL
100'-0"
T.O. CURB
100'-6"
LAP SIDING -
BODY 02
ADHERED MASONRY -
STONE, TYP.
FASCIA BOARD -
TRIM 01
2
12 2
12
15'-1 1/2"1ST LEVEL
100'-0"
T.O. CURB
100'-6"
LAP SIDING -
BODY 02
ADHERED MASONRY -
STONE, TYP.
FASCIA BOARD -
TRIM 01
2:12COMPOSITION
ROOF SHINGLES
PAINTED WOOD CORBELS -
TRIM 01, TYP.
COMPOSITE WOOD
SIDING , TYP.15'-1 1/2"BODY 01
BODY 02
BODY 03
ACCENT 01
ACCENT 02
TRIM 01
COLOR (MANUF.)COMMENTS
STONE
EXTERIOR FINISH MATERIAL SCHEDULE
COMPOSITE WOOD
VERSATILE GRAY (SW 6072)
FOLKSTONE (SW 6005)
LET IT RAIN (SW 9152)
ROYAL BLUE (CMG METALS)
ICICLE (SW 6238)
CORONADO PROLEDGE -OAKBROOK
TREX -COASTAL BLUFF
* ALL MATERIALS AND COLORS SHOWN ARE PROPOSED BASIS
OF DESIGN, OR EQUIVALENT, SUBJECT TO CITY APPROVAL.
URBANE BRONZE (SW 7048)
METAL WALL PANEL
LAP SIDING
LAP SIDING
VERTICAL SIDING
STUCCO
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONGallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
Date:
Drawn By:
Project No:
Checked By:
Init.#Issue / DescriptionDate
GNK000008
STAMP
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR
REPRODUCED WITHOUT THE WRITTEN CONSENT
OF GALLOWAY. COPYRIGHTS AND
INFRINGEMENTS
WILL BE ENFORCED AND PROSECUTED.
COPYRIGHT
-
-
-
-
-
-
-
-
-
-
-
-
-
-F:\Acad-cga\Goodwin Knight\0974 - SKYWAY\CONSULTANTS\CIVIL\PDP\x-GNK08_TBLK 24x36.dwg - Dana Ashoori - 11/27/2018MARS LANDING - PROJECT DEVELOPMENT PLANFORT COLLINS, COGARAGE C
ELEVATIONS
A2.32
CW
DA
1/4" = 1'-0"4 GARAGE C - FRONT ELEVATION
1/4" = 1'-0"3 GARAGE C - RIGHT SIDE ELEVATION
1/4" = 1'-0"2 GARAGE C - LEFT SIDE ELEVATION
1/4" = 1'-0"1 GARAGE C - REAR ELEVATION
06.09.2021
1ST LEVEL
100'-0"
T.O. CURB
100'-6"15'-2 1/2"2:121ST LEVEL
100'-0"
T.O. CURB
100'-6"15'-1 1/4"2
12
2
12
1ST LEVEL
100'-0"
T.O. CURB
100'-6"15'-2 1/2"2:127'-0"5'-8"9'-0 1/2"
4'-5 1/2"12'-0"4'-5 1/2"
1ST LEVEL
100'-0"
T.O. CURB
100'-6"15'-1 1/4"2
12
2
12 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONGallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
Date:
Drawn By:
Project No:
Checked By:
Init.#Issue / DescriptionDate
GNK000008
STAMP
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR
REPRODUCED WITHOUT THE WRITTEN CONSENT
OF GALLOWAY. COPYRIGHTS AND
INFRINGEMENTS
WILL BE ENFORCED AND PROSECUTED.
COPYRIGHT
-
-
-
-
-
-
-
-
-
-
-
-
-
-F:\Acad-cga\Goodwin Knight\0974 - SKYWAY\CONSULTANTS\CIVIL\PDP\x-GNK08_TBLK 24x36.dwg - Dana Ashoori - 11/27/2018MARS LANDING - PROJECT DEVELOPMENT PLANFORT COLLINS, COGARAGE D
ELEVATIONS
A2.33
CW
DA
1/4" = 1'-0"4 GARAGE D - FRONT ELEVATION
1/4" = 1'-0"2 GARAGE D - LEFT SIDE ELEVATION
1/4" = 1'-0"1 GARAGE D - REAR ELEVATION
1/4" = 1'-0"3 GARAGE D - RIGHT SIDE ELEVATION
06.09.2021