HomeMy WebLinkAboutFORT COLLINS MONTESSORI SCHOOL - FDP200002 - SUBMITTAL DOCUMENTS - ROUND 4 - SITE, LANDSCAPE & ELEVATIONS PLANSTFG Design, LLC
138 E 4th Street, STE #1
Loveland CO 80537
(970) 669.3737
LANDSCAPE ARCHITECTURE PLANNING
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY: David Kasprzak
FILE LOCATION: x:\Shared\Projects\177 hauser architects\177-1902fc fort collins montessori school\AutoCAD\177-1902fc fort collins montessori school\DWG\General\L1.0 COVER SHEET.dwg
PLOT DATE: 4/16/2020 2:31 PM
PROJECT NUMBER:
DATE:
PHASE:
www.tfgdesign.com
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND
SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. - THE
FRONTERRA GROUP AND SHALL NOT BE REPRODUCED,
PUBLISHED OR USED IN ANY WAY WITHOUT THE
P E RMISSION O F T H E L A N D S C A P E A R C H I T E C T .
The
Group
FronTerra
1 15
L1.0
COVER SHEET
SPAR (FDP) MYLAR REVIEW
SPAR (FDP) 3RD SUBMITTAL
SPAR (FDP) 2ND SUBMITTAL
SPAR (FDP)
20200416
20200313
20200219
20200107
SPAR (FDP)
OCT 16 , 2019
177-1902FC
LARIMER
FORT COLLINS, COLORADO
SITE PLAN ADVISORY REVIEW
FORT COLLINS MONTESSORI SCHOOL
Fort Collins, Colorado
Fort Collins Montessori School
VICINITY MAP
SITE
TOTAL AREA 187,034 SF / 4.294 AC
BUILDING COVERAGE (all phases): 31,227 SF / 16.7%
PHASE I 15,757 SF
HARD SURFACE: Asphalt, Concrete & Roofs (all phases): 92,782.8 SF / 49.6%
OPEN SPACE (all phases): 94,251.2 SF / 50.4%
PARKING PROVIDED (all phases): 48 SPACES
ADMINISTRATION 4,606 SF
PRIMARY WING 11,151 SF
PHASE II 10,970 SF
ELEMENTARY WING 10,970 SF
PHASE III 4,500 SF
MULTI-PURPOSE 4,500 SF
DROP THRU
DROP
THRU OFF
OFF
THRU
16
8
12
12
12
12
16
8
DROP OFF LANE
DROP OFF ENHANCED
CONCRETE PLAZA AREA
CONNECTING CONCRETE
WALK TO EXISTING WALK
FUTURE EMERGENCY
ACCESS GATE
PRIMARY
PLAYGROUND
(3-5 YRS.)
PROPOSED PRIMARY
SCHOOL
(15,757 SF)
CONCRETE
PATIO, (TYP)
PROPOSED
TRASH
ENCLOSURE
PROPOSED
RIGHT-IN /
RIGHT-OUT
W HARMONY RD
(EAST BOUND)
S SHIELDS ST
(SOUTH BOUND)
EXISTING MEDIAN
EXISTING MEDIAN
380.6'
PROPOSED
ADMINISTRATION
EXISTING WOOD
OUT BUILDING
TO REMAIN
FUTURE
ELEMENTARY
(10,970 SF)
TEMPORARY
WOOD PRIVACY
FENCE
PROPOSED RIGHT-IN
/ RIGHT-OUT / LEFT-IN
380.2'
WOOD PRIVACY FENCE
WITH PEDESTRIAN
ACCESS GATE
EXISTING 8'
WIDE WALK
15'
8'
3'
1'
PANEL CAP TO MATCH
BUILDING
CMU BLOCK WALL SET
ON 12" HT. CONCRETE
WALL WITH STONE
VENEER
CMU BLOCK WALL WITH
ARCHITECTURAL METAL WALL
PANEL (COLOR-LIGHT TAN) TO
MATCH BUILDING
OFFSITE WALL ON NORTH SIDE
BACK AND SIDE ELEVATIONS - SIMILAR, SEE PLANS FOR OFFSET WALL ON NORTH SIDE
5" SQUARE STEEL POST. BOTH SIDES OF GATE, (TYP).
3" STEEL ANGLE FRAMING
MINIMUM (3) HEAVY DUTY HINGES
METAL GATE: COLOR TO MATCH BUILDING, COLOR: LIGHT TAN
CANE BOLT AT GRADE
6' HT.
3"
3'-3"
3"
2'-6"
6'-6"
6' HT.
36" MIN. CLR.
INSIDE WALL CMU
INSIDE 12" HT. CONCRETE WALL
9'
6" CONCRETE SLAB (MEDIUM
BROOM FINISH), SLOPED TO DRAIN
CONCRETE FILLED BOLLARDS,
PAINTED TO MATCH LIGHT TAN
COLOR OF BUILDING, (TYP)
8"
6" CONCRETE SLAB (MEDIUM
BROOM FINISH), SLOPED TO DRAIN
16X8X8 CMU BLOCK WALL WITH
STONE VENEER AND METAL PANEL
6-YARD OR SMALLER DUMPSTER
60" X 72". DUMPSTER TO BE FRONT
FACING OR SIDE FACING WITH
FRONT TOWARDS SIDE ENTRY
5" SQUARE STEEL POST. BOTH
SIDES OF GATE, (TYP).
NOTE: TRASH ENCLOSURES SHALL BE
PLACED AROUND DUMPSTERS AND ANY
OTHER PROPOSED RECEPTACLE OF TRASH.
THE DUMPSTER SHOULD BE SCREENED FROM
ROW VIEW. THE ENCLOSURE SHOULD
PREVENT TRASH BEING SCATTERED BY WIND
OR ANIMALS. THE DUMPSTER SHOULD BE
PLACED ON A CONCRETE PAD, ENCLOSED BY
AN OPAQUE WALL AT LEAST SIX FEE IN
HEIGHT, WITH OPAQUE GATES. THE
ENCLOSURE SHALL BE STURDY AND BUILT
WITH QUALITY WOOD AND/OR MASONRY
FCMS
7'-3"
6'-2"
3'-6" 3'
4'
7'-3"
6'-2"
3'-6"
3'
4'
3'
8"
12' MAX. SEE DETAIL 4,
SAME SHEET
5
1
4
1
2
4
80%
100%
ALUMINUM FENCE SYSTEMS
6. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info
REFERENCE NUMBER 048-088
3. ALL DIMENSIONS ARE CONSIDERED TRUE AND REFLECT MANUFACTURER'S SPECIFICATIONS.
2. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
NOTES:
4. AMETCO'S ALUMNIUM FENCING SYSTEM IS 100% MANUFACTURED IN THE UNITED STATES.
5. DO NOT SCALE DRAWINGS.
1. THE 4" ALUMINUM EXTRUSION CAN RUN EITHER HORIZORTALLY OR VERTICALLY.
NORTH
0
SCALE:
1/2" 1" 2" 3"
1" = X'
TFG Design, LLC
138 E 4th Street, STE #1
Loveland CO 80537
(970) 669.3737
LANDSCAPE ARCHITECTURE PLANNING
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY: David Kasprzak
FILE LOCATION: x:\Shared\Projects\177 hauser architects\177-1902fc fort collins montessori school\AutoCAD\177-1902fc fort collins montessori school\DWG\Site\X FENCE & COLUMN DETAILS.dwg
PLOT DATE: 4/16/2020 2:31 PM
PROJECT NUMBER:
DATE:
PHASE:
www.tfgdesign.com
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND
SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. - THE
FRONTERRA GROUP AND SHALL NOT BE REPRODUCED,
PUBLISHED OR USED IN ANY WAY WITHOUT THE
P E RMISSION O F T H E L A N D S C A P E A R C H I T E C T .
The
SHRUB BED WITH
SPECIFIED MULCH
PLAYGROUND WITH
ENGINEERED WOOD FIBAR
CRUSHER FINES
IRRIGATED NATIVE SEED
IRRIGATED TURF
(NO
HATCH)
NATURAL OPEN AREA WITH
ENGINEERED WOOD FIBAR
TRANSPLANTED
EVERGREEN TREE
EXISTING EVERGREEN
TREE TO REMAIN
EXISTING DECIDUOUS
TREE TO REMAIN
ORNAMENTAL GRASS
EVERGREEN SHRUBS LOW LAND NATIVE SEED
N NEW AUSTRIAN PINE
1 RTL
1 ACC
5 ACC
1 RTL
1 RTL
8 ACC
3 RTL
1 QMC 2 RTL
3 JST
1 RTL
3 RTL
3 JST
1 RTL
1 QMC
4 ACC
1 QMC
1 RTL
6 ACC
1 RTL
2 ACC
3 RTL
3 ACC
1 RTL
6 ACC
1 RTL
3 ACC
32 HES
25 HES
1 RTL
2 ACC
1 QMC
2 ACC
1 QMC
3 JST
1 RTL
2 ACC
4 JST
3 ACC
1 JST
2 JST
HIGH WATER USE
MODERATE WATER USE
LOW WATER USE
DROP THRU
DROP
THRU OFF
OFF
THRU
16
8
12
12
12
12
16
8
NORTH
0
SCALE:
20' 40' 80' 120'
1" = 40'
TFG Design, LLC
138 E 4th Street, STE #1
Loveland CO 80537
(970) 669.3737
LANDSCAPE ARCHITECTURE PLANNING
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY: David Kasprzak
FILE LOCATION: x:\Shared\Projects\177 hauser architects\177-1902fc fort collins montessori school\AutoCAD\177-1902fc fort collins montessori school\DWG\Landscape\L2.2 HYDROZONES, PLANT
SCHEDULE & NOTES.dwg
PLOT DATE: 4/17/2020 8:50 AM
PROJECT NUMBER:
DATE:
PHASE:
www.tfgdesign.com
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND
SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. - THE
FRONTERRA GROUP AND SHALL NOT BE REPRODUCED,
PUBLISHED OR USED IN ANY WAY WITHOUT THE
P E RMISSION O F T H E L A N D S C A P E A R C H I T E C T .
The
Group
FronTerra
6 15
L2.2
HYDROZONES, PLANT
SCHEDULE & NOTES
SPAR (FDP) MYLAR REVIEW
SPAR (FDP) 3RD SUBMITTAL
SPAR (FDP) 2ND SUBMITTAL
SPAR (FDP)
20200416
20200313
20200219
20200107
TFG Design, LLC
138 E 4th Street, STE #1
Loveland CO 80537
(970) 669.3737
LANDSCAPE ARCHITECTURE PLANNING
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY: David Kasprzak
FILE LOCATION: x:\Shared\Projects\177 hauser architects\177-1902fc fort collins montessori school\AutoCAD\177-1902fc fort collins montessori school\DWG\Landscape\L2.3 LANDSCAPE DETAILS
& SPECIFICATIONS.dwg
PLOT DATE: 4/16/2020 2:32 PM
PROJECT NUMBER:
DATE:
PHASE:
www.tfgdesign.com
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND
SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. - THE
FRONTERRA GROUP AND SHALL NOT BE REPRODUCED,
PUBLISHED OR USED IN ANY WAY WITHOUT THE
P E RMISSION O F T H E L A N D S C A P E A R C H I T E C T .
The
Group
FronTerra
7 15
L2.3
LANDSCAPE DETAILS
& SPECIFICATIONS
SPAR (FDP) MYLAR REVIEW
SPAR (FDP) 3RD SUBMITTAL
SPAR (FDP) 2ND SUBMITTAL
SPAR (FDP)
20200416
20200313
20200219
20200107
SPAR (FDP)
OCT 16 , 2019
177-1902FC
LARIMER
FORT COLLINS, COLORADO
SITE PLAN ADVISORY REVIEW
FORT COLLINS MONTESSORI SCHOOL
Fort Collins, Colorado
Fort Collins Montessori School
1. TIME OF SEEDING: UNLESS OTHERWISE APPROVED, ALL TURF SEEDING SHALL BE
COMPLETED BETWEEN APRIL 15 AND MAY 31, OR BETWEEN SEPTEMBER 1 AND OCTOBER
15.
2. DRILL SEEDING: DRILL SEED USING A DRILL IMPLEMENT EQUIPPED WITH THE
FOLLOWING PREFERABLE FEATURES;
DEPTH BANDS - TO ALLOW SEEDING AT THE PROPER DEPTH
SEED BOX AGITATOR - TO PROMOTE SEED MIXING
SEED BOX BAFFLES - TO AID IN EVEN SEED DISTRIBUTION AMONG ROWS
SEED-METERING DEVICE - TO PROMOTE EVEN SEED DISTRIBUTION WITHIN ROWS
FURROW OPENERS - TO PERMIT PROPER SEED PLACEMENT FROM SEED SPOUTS, AND
DRAG CHAINS - TO AID IN SEED COVERAGE
3. THE DRILL WILL BE ADJUSTED TO PLANT SEED TO THE PROPER DEPTH. THE DEPTH
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17 18
19
20
21
22
23
24 25
26
27 28
29
30
31
32
33
34 35
36
37 38
39
40
42
43
44
45
46
48
49
47
50
51
52
53
55
57 56
58
59
60
61
62
63
64
65
66
67
72
SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI
HUNTER PROS-06-PRS30-CV WITH TORO PRECISION NOZZLE 8 SERIES 30
HUNTER PROS-06-PRS30-CV: TURF SPRAY, 30 PSI REGULATED 6.0" POP-UP.
WITH FACTORY INSTALLED DRAIN CHECK VALVE. CO-MOLDED WIPER SEAL
WITH UV RESISTANT MATERIAL. UTILIZE TORO PRECISION SPRAY NOZZLES
HUNTER PROS-06-PRS30-CV WITH TORO PRECISION NOZZLE 10 SERIES 30
HUNTER PROS-06-PRS30-CV: TURF SPRAY, 30 PSI REGULATED 6.0" POP-UP.
WITH FACTORY INSTALLED DRAIN CHECK VALVE. CO-MOLDED WIPER SEAL
WITH UV RESISTANT MATERIAL. UTILIZE TORO PRECISION SPRAY NOZZLES
HUNTER PROS-06-PRS30-CV WITH TORO PRECISION NOZZLE 12 SERIES 30
HUNTER PROS-06-PRS30-CV: TURF SPRAY, 30 PSI REGULATED 6.0" POP-UP.
WITH FACTORY INSTALLED DRAIN CHECK VALVE. CO-MOLDED WIPER SEAL
WITH UV RESISTANT MATERIAL. UTILIZE TORO PRECISION SPRAY NOZZLES
HUNTER PROS-06-PRS30-CV WITH TORO PRECISION NOZZLE 15 SERIES 30
HUNTER PROS-06-PRS30-CV: TURF SPRAY, 30 PSI REGULATED 6.0" POP-UP.
WITH FACTORY INSTALLED DRAIN CHECK VALVE. CO-MOLDED WIPER SEAL
WITH UV RESISTANT MATERIAL. UTILIZE TORO PRECISION SPRAY NOZZLES
HUNTER PROS-06-PRS30-CV WITH TORO PRECISION NOZZLE 4X STRIP SPRAY 30
HUNTER PROS-06-PRS30-CV: TURF SPRAY, 30 PSI REGULATED 6.0" POP-UP.
WITH FACTORY INSTALLED DRAIN CHECK VALVE. CO-MOLDED WIPER SEAL
WITH UV RESISTANT MATERIAL. UTILIZE TORO PRECISION SPRAY NOZZLES
HUNTER MP STRIP PROS-06-PRS40-CV 40
TURF ROTATOR, 6" POP-UP WITH FACTORY INSTALLED CHECK VALVE,
PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY.
LST=IVORY LEFT STRIP, SST=BROWN SIDE STRIP, RST=COPPER RIGHT
STRIP.
HUNTER MP1000 PROS-06-PRS40-CV 40
TURF ROTATOR, 6" POP-UP WITH CHECK VALVE, PRESSURE REGULATED TO
40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. M=MAROON ADJ ARC 90
TO 210, L=LIGHT BLUE 210 TO 270 ARC, O=OLIVE 360 ARC.
HUNTER MP2000 PROS-06-PRS40-CV 40
TURF ROTATOR, 6" POP-UP WITH FACTORY INSTALLED CHECK VALVE,
PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY.
K=BLACK ADJ ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC.
HUNTER MP3000 PROS-06-PRS40-CV 40
TURF ROTATOR, 6" POP-UP WITH FACTORY INSTALLED CHECK VALVE,
PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY.
B=BLUE ADJ ARC 90-210, Y=YELLOW ADJ ARC 210-270, A=GRAY 360
ARC.
HUNTER MP3500 PROS-06-PRS40-CV 40
TURF ROTATOR, 6.0" POP-UP WITH FACTORY INSTALLED CHECK VALVE,
PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY.
LB=LIGHT BROWN ADJUSTABLE ARC, 90-210.
HUNTER MP800SR PROS-06-PRS40-CV 40
TURF ROTATOR, 6.0" POP-UP WITH CHECK VALVE, PRESSURE REGULATED TO
40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. ADJ=ORANGE AND GRAY (
ARC 90-210), 360=LIME GREEN AND GRAY (ARC 360)
SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI GPM RADIUS
HUNTER I-20-06-SS 45 2.50 35'
TURF ROTOR, 6.0" POP-UP. ADJUSTABLE AND FULL CIRCLE. STAINLESS
STEEL RISER. DRAIN CHECK VALVE. STANDARD NOZZLE.
HUNTER I-20-06-SS 45 3.00 38'
TURF ROTOR, 6.0" POP-UP. ADJUSTABLE AND FULL CIRCLE. STAINLESS
STEEL RISER. DRAIN CHECK VALVE. STANDARD NOZZLE.
HUNTER I-20-06-SS 45 4.00 40'
TURF ROTOR, 6.0" POP-UP. ADJUSTABLE AND FULL CIRCLE. STAINLESS
STEEL RISER. DRAIN CHECK VALVE. STANDARD NOZZLE.
HUNTER I-20-06-SS 45 5.00 42'
TURF ROTOR, 6.0" POP-UP. ADJUSTABLE AND FULL CIRCLE. STAINLESS
STEEL RISER. DRAIN CHECK VALVE. STANDARD NOZZLE.
A
2
1
A1
1" 16
A2
1" 13
A4
1" 13
A5
1" Drip
A6
1" Drip
A7
1" Drip
A8
1" Drip
A9
1" Drip
A10
1" Drip
A11
1" Drip
A12
1" 12
A13
1" 15
A14
1" 14
A15
1" 16
A16
1" 16
A17
1" 18
A18
1" 18
A19
1" 18
A20
1" 18
A21
1" 18
A22
1" 7
A23
1" 18
A24
1" 8
A25
1" 12
A26
A27 1" 18
1" 16 A28
1" 12
A29
1" 16
A30
1" 18
A31
NORTH
0
SCALE:
15 30 60 90
1" = 30'
TFG Design, LLC
138 E 4th Street, STE #1
Loveland CO 80537
(970) 669.3737
LANDSCAPE ARCHTIECTURE PLANNNIG
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY: dmrkp
FILE LOCATION: C:\Users\dmrkp\Dropbox\MPi Designs\Client Files\TFG Design, LLC\FTC Montessori School\1-DESIGN PHASE\Design files\IR-FTC MONTESSORI SCHOOL.dwg
PLOT DATE: 4/16/2020 11:44 AM
PROJECT NUMBER:
DATE:
PHASE:
www.tfgdesign.com
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND
SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. - THE
FRONTERRA GROUP AND SHALL NOT BE REPRODUCED,
PUBLISHED OR USED IN ANY WAY WITHOUT THE
P E RMISSION O F T H E L A NDSCAPE A RCHITECT.
The
Group
FronTerra
11 15
IR2.1
IRRIGATION DETAILS
MYLAR REVIEW
04/19/2020
SPAR (SDP)
01/07/2020
177-1902FC
LARIMER
FORT COLLINS, COLORADO 80525
1109 W HARMONY RD
SPAR SITE DEVELOPMENT PLAN
FORT COLLINS MONTESSORI SCHOOL
Fort Collins, Colorado
Fort Collins Montessori School
RP BACKFLOW W/ ENCLOSURE
1
ISOLATION GATE VALVE
3
QUICK COUPLING VALVE IN BOX
4
REMOTE CONTROL TURF VALVE W/DECODER
5
6-INCH POP-UP SPRAY
6
MASTER VALVE/FLOW SENSOR ON DECODER
2
GEAR-DRIVEN ROTOR ASSEMBLY
7
NORTH
0
SCALE:
15 30 60 90
1" = 30'
TFG Design, LLC
138 E 4th Street, STE #1
Loveland CO 80537
(970) 669.3737
LANDSCAPE ARCHTIECTURE PLANNNIG
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY: dmrkp
FILE LOCATION: C:\Users\dmrkp\Dropbox\MPi Designs\Client Files\TFG Design, LLC\FTC Montessori School\1-DESIGN PHASE\Design files\IR-FTC MONTESSORI SCHOOL.dwg
PLOT DATE: 4/16/2020 11:44 AM
PROJECT NUMBER:
DATE:
PHASE:
www.tfgdesign.com
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND
SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. - THE
FRONTERRA GROUP AND SHALL NOT BE REPRODUCED,
PUBLISHED OR USED IN ANY WAY WITHOUT THE
P E RMISSION O F T H E L A NDSCAPE A RCHITECT.
The
Group
FronTerra
12 15
IR2.2
IRRIGATION DETAILS
MYLAR REVIEW
04/19/2020
SPAR (SDP)
01/07/2020
177-1902FC
LARIMER
FORT COLLINS, COLORADO 80525
1109 W HARMONY RD
SPAR SITE DEVELOPMENT PLAN
FORT COLLINS MONTESSORI SCHOOL
Fort Collins, Colorado
Fort Collins Montessori School
INLINE DRIP RING FOR PLANTS IN NATIVE
11
PEDESTAL MOUNT CONTROLLER
15
SLEEVE AT ROAD
12
TYPICAL SLEEVE
24" min.
14
DRIP FLUSH CAP ASSEMBLY
10
1" DRIP VALVE/FILTER/REGULATOR W/DECODER
8
TYPICAL TRENCH DETAIL
TFG Design, LLC
138 E 4th Street, STE #1
Loveland CO 80537
(970) 669.3737
LANDSCAPE ARCHITECTURE PLANNING
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY: David Kasprzak
FILE LOCATION: x:\Shared\Projects\177 hauser architects\177-1902fc fort collins montessori school\AutoCAD\177-1902fc fort collins montessori school\DWG\Architecture\A1.0 BUILDING ELEVATIONS.dwg
PLOT DATE: 4/17/2020 8:56 AM
PROJECT NUMBER:
DATE:
PHASE:
www.tfgdesign.com
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND
SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. - THE
FRONTERRA GROUP AND SHALL NOT BE REPRODUCED,
PUBLISHED OR USED IN ANY WAY WITHOUT THE
P E RMISSION O F T H E L A N D S C A P E A R C H I T E C T .
The
Group
FronTerra
13 15
A1.0
BUILDING
ELEVATIONS &
PERSPECTIVE
SPAR (FDP) MYLAR REVIEW
SPAR (FDP) 3RD SUBMITTAL
SPAR (FDP) 2ND SUBMITTAL
SPAR (FDP)
20200416
20200313
20200219
20200107
SPAR (FDP)
OCT 16 , 2019
177-1902FC
LARIMER
FORT COLLINS, COLORADO
SITE PLAN ADVISORY REVIEW
FORT COLLINS MONTESSORI SCHOOL
Fort Collins, Colorado
Fort Collins Montessori School
PERSPECTIVE (PHASE 1) - MAIN ENTRANCE
ELEVATIONS (PHASE 1)
1039 MAIN STREET
UNIT G
WINDSOR, CO 80550
(970) 460-7400
G2CE.COM
Fort Collins, CO
ES-001
ELECTRICAL INDEX, LEGEND AND SCHEDULE
SHEET
NUMBER SHEET TITLE
ELECTRICAL DRAWING INDEX
CITY REVIEW SET
OCTOBER 11, 2019
.
.
.
.
.
.
TOTAL: 2 . . .
ES-001 ELECTRICAL INDEX, LEGEND AND SCHEDULE
ISSUED FOR REFERENCE ONLY
ISSUED FOR CONSTRUCTION
ELECTRICAL SYMBOLS LIST
(NOT ALL SYMBOLS MAY APPEAR IN THESE DRAWINGS)
RECESSED MOUNTED LINEAR
SURFACE MOUNTED LINEAR
FLANGED MOUNTED LINEAR
SUSPENDED MOUNTED LINEAR
LINEAR STRIP
WALL MOUNTED LINEAR
WALL BRACKET
OPEN DOWNLIGHT, SURFACE OR RECESSED
RECESSED ADJUSTABLE DOWNLIGHT
TRACK AND TRACK HEAD
J DECORATIVE FIXTURE
LCS LIGHTING CONTROL STATION
EXIT SIGN, SINGLE FACE, CHEVRONS AS
EXIT SIGN, DUAL FACE, CHEVRONS AS
SHADING INDICATES WIRING DEVICES ON
EMERGENCY POWER SOURCE
INDICATED
INDICATED
S SWITCH, SINGLE POLE
a
S SWITCH, THREE POLE
a 3
D DIMMER SWITCH, SINGLE POLE
a
S DIMMER SWITCH, THREE POLE
a 3
O OCCUPANCY SWITCH, SINGLE POLE,
a
DUAL-TECHNOLOGY, UON
CEILING MOUNTED OCCUPANCY SWITCH,
J
OC
SINGLE POLE, DUAL-TECHNOLOGY, UON
CONTROL STATION
JUNCTION BOX
16
8
12
12
12
12
16
8
FUTURE EMERGENCY
ACCESS GATE
FUTURE
ELEMENTARY
(10,970 SF)
EXISTING 8'
WIDE WALK
EXISTING 8' WIDE
WALK
FUTURE
ASPHALT
EMERGENCY
ACCESS
TURN-AROUND
FUTURE ASPHALT
EMERGENCY ACCESS
DRIVE
FUTURE
MULTI-PURPOSE
(4,500 SF)
EXISTING 6' HT. WOOD
PRIVACY FENCE
ALONG ENTIRE WEST
BOUNDARY TO
REMAIN
FUTURE
CONCRETE
WALK
REC. NO. 20090073915
CDOT PARCEL 2
REC. NO.
20090073915
ZONE #1
ZONE #2
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1.1
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3.3
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11.2
6.3
3.1
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3.8
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14.3
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1.4
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1.3
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0.1
0.1
0.1
0.2
0.3
0.4
0.4
18.3
10.2
14.1
16.5
1.3
5.4
0.3
2.1
1.1
2.0
1.9
2.2
1.7
0.1
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0.2
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0.4
0.4
0.3
0.3
0.4
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0.3
17.0
1.5
5.8
1.2
0.8
1.2
2.0
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1.7
1.4
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0.9
0.8
0.7
0.6
0.5
2.1
1.3
0.4
0.4
0.5
0.6
1.0
1.1
1.6
1.9
1.5
1.1
0.8
0.2
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0.6
0.8
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0.6
0.7
1.0
1.2
1.5
1.8
1.8
1.9
1.8
1.6
1.4
1.1
0.8
0.6
0.4
0.3
0.3
0.4
0.6
0.9
1.2
1.6
2.1
2.3
1.6
0.7
0.5
0.2
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0.1
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0.5
0.9
1.4
1.4
1.0
0.7
0.7
0.8
1.1
1.4
1.9
2.4
3.1
3.4
2.8
2.2
1.7
1.3
0.9
0.6
0.4
0.3
0.3
0.4
0.7
1.0
1.4
1.9
2.4
3.0
2.2
0.5
0.3
0.1
0.1
0.0
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0.1
0.1
0.1
0.2
0.5
1.0
1.5
1.9
2.0
1.6
1.2
0.8
0.7
0.8
1.0
1.5
2.1
2.7
3.6
4.3
3.2
2.4
1.8
1.2
0.9
0.6
0.4
0.3
0.3
0.4
0.7
1.0
1.3
2.0
2.6
3.2
2.6
0.4
0.2
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0.9
1.6
2.3
2.3
2.3
2.0
1.8
1.4
0.9
0.7
0.8
1.0
1.5
2.2
3.0
3.6
5.1
3.3
2.7
1.9
1.3
0.9
0.6
0.4
0.3
0.3
0.4
0.6
0.9
1.3
2.0
2.7
3.0
2.9
0.4
0.2
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0.1
0.3
0.6
1.2
1.9
3.0
3.7
3.1
2.5
2.7
2.0
1.4
0.7
0.5
0.7
1.0
1.6
2.7
3.7
4.0
5.2
4.0
3.3
2.2
1.3
0.9
0.6
0.4
0.3
0.3
0.4
0.6
0.9
1.4
2.3
3.3
3.6
4.1
0.3
0.2
0.1
0.1
0.0
0.3
0.5
0.9
1.5
2.0
2.3
3.2
3.7
3.5
3.8
2.1
0.8
0.4
0.3
0.4
0.7
1.0
1.5
2.2
3.1
3.6
5.2
3.3
2.7
1.9
1.3
0.9
0.6
0.4
0.3
0.3
0.4
0.6
0.9
1.3
2.0
2.7
3.1
3.1
0.5
0.2
0.1
0.1
0.0
0.5
0.9
1.5
1.9
2.1
2.4
2.8
4.7
7.1
1.3
0.3
0.2
0.2
0.3
0.5
0.7
1.0
1.5
2.1
2.7
3.6
4.3
3.1
2.4
1.8
1.2
0.9
0.6
0.4
0.3
0.3
0.4
0.6
0.9
1.3
1.8
2.4
3.0
2.5
0.3
0.1
0.1
0.1
0.0
0.4
0.8
1.2
1.6
2.0
2.7
2.8
1.8
0.7
0.5
0.2
0.2
0.2
0.3
0.5
0.7
1.1
1.4
1.9
2.5
3.1
3.5
2.9
2.2
1.7
1.3
0.9
0.6
0.4
0.3
0.3
0.4
0.7
1.0
1.3
1.7
2.2
2.8
2.0
0.3
0.1
0.1
0.0
0.0
0.3
0.5
0.8
1.3
1.7
1.4
0.2
0.2
0.3
0.2
0.1
0.1
0.2
0.2
0.4
0.7
1.0
1.2
1.5
1.8
1.9
1.9
1.9
1.7
1.4
1.1
0.9
0.6
0.4
0.3
0.3
0.4
0.6
0.9
1.2
1.4
1.7
1.8
1.1
0.2
0.1
0.0
0.0
0.0
0.2
0.3
0.5
0.7
0.8
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.3
0.5
0.6
0.7
0.9
0.9
0.8
0.7
0.9
0.9
0.8
0.7
0.6
0.4
0.3
0.3
0.3
0.3
0.5
0.6
0.7
0.9
1.0
0.9
0.4
0.1
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.3
0.3
0.4
0.4
0.3
0.3
0.2
0.3
0.4
0.4
0.3
0.3
0.3
0.2
0.2
0.2
0.2
0.3
0.3
0.4
0.4
0.4
0.3
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
P2
Z2
Z2
Z1
Z1
Z1
Z1
Z1
Z1
Z1
W4
W4 W4 W4 W4
W4 W4 W4 W4
W2
W2
P3 P3
P3
Z2
Z2
P4
W1 W1
W1
W1 W1 W1
W1
W1
1039 MAIN STREET
UNIT G
WINDSOR, CO 80550
(970) 460-7400
G2CE.COM
Fort Collins, CO
ES-100
ELECTRICAL PHOTOMETRIC SITE PLAN
SCALE: N
A
ES-100
PHOTOMETRIC SITE PLAN
1" = 30'-0"
J
J
S SWITCH, MANUAL MOTOR STARTER
M
TWIN-HEAD EMERGENCY LIGHT
POLE MOUNTED LIGHT
EXIT SIGN, SINGLE FACE, CHEVRONS AS
INDICATED, INTEGRAL EMERGENCY LIGHT
CEILING MOUNTED DAYLIGHT
J
DS
SENSOR, 0-10V UON
EXIT SIGN, LOW-LEVEL
BOLLARD LIGHT FIXTURE
IN-GRADE DOWNLIGHT
ES-100 ELECTRICAL PHOTOMETRIC SITE PLAN
CITY COMMENT CHANGES
FEBRUARY 06, 2020
2
13
DRIP EMITTER AT 1/4" TUBING
9
1" 18
A3
1" 13
NORTH
0
SCALE:
15 30 60 90
1" = 30'
TFG Design, LLC
138 E 4th Street, STE #1
Loveland CO 80537
(970) 669.3737
LANDSCAPE ARCHTIECTURE PLANNNIG
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY: dmrkp
FILE LOCATION: C:\Users\dmrkp\Dropbox\MPi Designs\Client Files\TFG Design, LLC\FTC Montessori School\1-DESIGN PHASE\Design files\IR-FTC MONTESSORI SCHOOL.dwg
PLOT DATE: 4/16/2020 11:44 AM
PROJECT NUMBER:
DATE:
PHASE:
www.tfgdesign.com
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND
SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. - THE
FRONTERRA GROUP AND SHALL NOT BE REPRODUCED,
PUBLISHED OR USED IN ANY WAY WITHOUT THE
P E RMISSION O F T H E L A NDSCAPE A RCHITECT.
The
Group
FronTerra
10 15
IR1.1
IRRIGATION PLAN
MYLAR REVIEW
04/19/2020
SPAR (SDP)
01/07/2020
177-1902FC
LARIMER
FORT COLLINS, COLORADO 80525
1109 W HARMONY RD
SPAR SITE DEVELOPMENT PLAN
FORT COLLINS MONTESSORI SCHOOL
Fort Collins, Colorado
Fort Collins Montessori School
HUNTER I-20-06-SS 45 6.00 43'
TURF ROTOR, 6.0" POP-UP. ADJUSTABLE AND FULL CIRCLE. STAINLESS
STEEL RISER. DRAIN CHECK VALVE. STANDARD NOZZLE.
HUNTER PGJ-06-V 40 1.50 22'
TURF ROTOR, 6.0" POP-UP. ADJUSTABLE AND FULL CIRCLE. WITH DRAIN
CHECK VALVE.
HUNTER PGJ-06-V 40 2.50 28'
TURF ROTOR, 6.0" POP-UP. ADJUSTABLE AND FULL CIRCLE. WITH DRAIN
CHECK VALVE.
IRRIGATION SCHEDULE
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
DRIP VALVE ASSEMBLY
HUNTER ICZ-101-25: DRIP CONTROL ZONE KIT. 1" ICV
GLOBE VALVE WITH 1" HY100 FILTER SYSTEM. PRESSURE
REGULATION: 25PSI. FLOW RANGE: 2 GPM TO 20 GPM.
150 MESH STAINLESS STEEL SCREEN.
DRIPLINE FLUSH CAP
AGRIFIM FLUSH CAP. 3/4" DRIPLINE COMPRESSION END
CAP WITH SCREW ON END.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
REMOTE CONTROL VALVE ASSEMBLY
HUNTER MODEL ICV 1", 1-1/2", 2", AND 3" PLASTIC
ELECTRIC REMOTE CONTROL VALVES, GLOBE
CONFIGURATION
QUICK COUPLER VALVE ASSEMBLY
HUNTER HQ-5RC: VALVE WITH YELLOW RUBBER COVER,
RED BRASS AND STAINLESS STEEL, WITH 1" NPT INLET,
1-PIECE BODY.
ISOLATION GATE VALVE ASSEMBLY
MATCO-NORCA 514TX: 1/2"-4" BRASS GATE VALVE, FULL
PORT, WITH SOLID WEDGE. IPS. CROSS HANDLE. SAME
SIZE AS MAINLINE PIPE.
MASTER VALVE ASSEMBLY
BUCKNER-SUPERIOR 3100, NORMALLY OPEN BRASS
MASTER VALVE THAT PROVIDES DIRTY WATER
PROTECTION. SIZE TO MATCH POC
REDUCED PRESSURE BACKFLOW PREVENTER
WILKINS 375B: BACKFLOW PREVENTER WITH BLOW
OUT/FLUSH FITTING. REINFORCED NYLON HOUSING AND
CAST BRONZE BALL VALVES. SIZED TO MATCH TAP &
METER (RE: POC NOTE).
PEDESTAL MOUNT 2-WIRE CONTROLLER
HUNTER PED-SS-A2C-75D-SS: 75-STATION DECODER
CONTROLLER IN AN OUTDOOR STAINLESS STEEL
PEDESTAL. INSTALL WITH WIRELESS RAIN SENSOR AND
SOLAR SYNC.
CREATIVE SENSOR TECHNOLOGY FSI-T
1-INCH PVC TEE TYPE FLOW SENSOR W/SOCKET ENDS,
CUSTOM MOUNTING TEE AND ULTRA-LIGHTWEIGHT IMPELLER
ENHANCES LOW FLOW MEASUREMENT. 2 WIRE DIGITAL
OUTPUT. FLOW RANGE: .86-52 GPM.
IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21
PVC CLASS 200 IRRIGATION PIPE. ONLY LATERAL
TRANSITION PIPE SIZES 1 1/4" AND ABOVE ARE INDICATED
ON THE PLAN, WITH ALL OTHERS BEING 1" IN SIZE.
DRIP IRRIGATION LATERAL LINE TO EMITTERS: UV RADIATION
RESISTANT POLYETHYLENE PIPE, 3/4-INCH UNLESS
OTHERWISE SPECIFIED.
DRIP IRRIGATION LATERAL LINE TO EMITTERS IN NATIVE
SEED: 3/4-INCH UV RADIATION RESISTANT POLYETHYLENE
PIPE TO NETAFIM INLINE DRIP TUBING TREE RINGS AND
SINGLE OUTLET EMITTERS FOR SHRUBS
IRRIGATION MAINLINE: PVC CLASS 200 SDR 21
1.25-INCH UNLESS OTHERWISE NOTED.
PIPE SLEEVE: PVC SCHEDULE 40
INSTALL AS SHOWN ON DESIGN OR TWICE THE SIZE OF
THE PIPE OR WIRE RUNNING THRU IT. NO TWO PIPES OR
WIRE BUNDLES SHALL SHARE THE SAME SLEEVE.
A
INSTALLATION GENERAL NOTES
1. DESIGN ASSUMES A MINIMUM DYNAMIC PRESSURE FOR THE IRRIGATION
SYSTEM ( PER CITY) OF ABOVE 80 PSI, AT A MAXIMUM FLOW OF 18 GPM AT
THE 1-INCH POINT-OF-CONNECTION (POC). VERIFY PRESSURE AND FLOW ON
SITE PRIOR TO CONSTRUCTION. CONTACT GENERAL CONTRACTOR OR OWNER'S
REPRESENTATIVE IMMEDIATELY IF FLOW OR PRESSURE ARE LOWER THAN LISTED
ABOVE.
2. CONTRACTOR SHALL BECOME FAMILIAR WITH THE SPECIFICATIONS AND
INSTALLATION DETAILS FOR THIS AND RELATED WORK PRIOR TO
CONSTRUCTION. FOR CLARIFICATION, CONTACT IRRIGATION DESIGNER PRIOR
TO CONSTRUCTION.
2.1.UPON FINAL ACCEPTANCE, CONTRACTOR SHALL TURN OVER REQUIRED
ADJUSTMENT KEYS INCLUDING BUT NOT LIMITED TO CONTROLLER
ENCLOSURE AND BACKFLOW ENCLOSURE KEY, LOCKING VALVE BOX KEYS,
QUICK COUPLER KEYS, GATE VALVE KEY, SPRINKLER HEAD AND NOZZLE
ADJUSTMENT KEYS.
2.2. UPON FINAL ACCEPTANCE, CONTRACTOR SHALL TURN OVER SPARE
PARTS PERTAINING TO INSTALLED SYSTEM: BACKFLOW WINTERIZATION
INSERT, TWO OF EVERY HEAD AND NOZZLE (ROTOR NOZZLE TREE
INCLUDED), ONE RCV DIAPHRAGM, ETC.
3. COORDINATE UTILITY LOCATES OF UNDERGROUND UTILITIES PRIOR TO
CONSTRUCTION ("811-CALL BEFORE YOU DIG") .
4. IF DISCREPANCIES ARE NOTED IN THE FIELD BETWEEN SITE CONDITIONS
AND PROVIDED DESIGNS, CONTRACTOR SHALL NOTIFY OWNER'S
REPRESENTATIVE OR GENERAL CONTRACTOR IMMEDIATELY. DO NOT PROCEED
WITH THE INSTALLATION OF THE IRRIGATION SYSTEM IF SUCH DISCREPANCIES
IN THE FIELD AFFECT THE PROVIDED DESIGN, DETAILS, OR SPECIFICATIONS.
5. ALL IRRIGATION COMPONENTS (MAINLINE, WIRES, LATERAL LINES, ETC.)
SHALL BE INSTALLED IN LANDSCAPED AREAS WHENEVER POSSIBLE, EVEN
THOUGH SAID IRRIGATION COMPONENTS MAY BE SHOWN OUTSIDE PLANTING
AREAS FOR CLARITY.
6. AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING
MATERIALS, AND ARCHITECTURAL FEATURES WHENEVER POSSIBLE.
COORDINATE POTENTIAL RELOCATION OF BOULDERS AND TREES IN TURF
AREAS WITH LANDSCAPE ARCHITECT PRIOR TO SPRINKLER LAYOUT. IF
LANDSCAPE MATERIAL CANNOT BE REOLOCATED,ADDITIONAL SPRINKLERS
MAY BE REQUIRED.
7. CROSS FITTINGS ARE NOT ALLOWED, ONLY STANDARD TEES AND
ELBOWS.
8. CONTRACTOR SHALL INSTALL NOZZLES PER PLAN, UNLESS IRRIGATED
AREA CHANGED IN SIZE OR PLANT MATERIAL TYPE CHANGES. IF NOZZLE
CHANGES ARE REQUIRED AND ARE SIGNIFICANT IN SIZE, CONTRACTOR SHALL
CONTACT IRRIGATION DESIGNER FOR APPROVAL.
9. CONTRACTOR SHALL FIELD LOCATE ANY EXISTING SLEEVES ON SITE PRIOR
TO CONSTRUCTION WITH THE AID OF THE GENERAL CONTRACTOR. MISSING
SLEEVES SHALL BE REPORTED IMMEDIATELY. NEW SLEEVES SHOWN ON PLANS
ARE REQUIRED FOR BOTH PIPING AND ELECTRICAL WIRING AT EACH
HARDSCAPE CROSSING. COORDINATE INSTALLATION OF SLEEVING WITH
OTHER TRADES. ANY PIPE OR WIRE WHICH PASSES BENEATH EXISTING
HARDSCAPE WHERE SLEEVING WAS NOT INSTALLED WILL REQUIRE HORIZONTAL
BORING BY THE IRRIGATION CONTRACTOR.
10. INSTALL ALL ELECTRICAL POWER TO THE IRRIGATION CONTROL SYSTEM IN
ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND ALL APPLICABLE LOCAL
ELECTRIC UTILITY CODES.
11. THE FOLLOWING SHOULD BE NOTED REGARDING PIPE SIZING: IF A
SECTION OF UNSIZED PIPE IS LOCATED BETWEEN THE IDENTICALLY SIZED
SECTIONS, THE UNSIZED PIPE IS THE SAME NOMINAL SIZE AS THE TWO SIZED
SECTIONS. THE UNSIZED PIPE SHOULD NOT BE CONFUSED WITH THE DEFAULT
PIPE SIZE NOTED IN THE LEGEND.
11.1. MAINLINE PIPE SIZES MAY VARY THROUGHOUT PROJECT. EACH
MAINLINE LEG IS SIZED TO ACCOMMODATE LARGEST VALVE ON THAT LEG.
STATED SIZE IN LEGEND MAY NOT BE THE LARGEST SIZE ON PLANS.
12. INSTALL THREE (3) #14 AWG CONTROL WIRES FROM CONTROLLER
LOCATION TO EACH DEAD-END OF MAINLINE FOR USE AS SPARES INCASE OF
CONTROL WIRE FAILURE. COIL 3 FEET OF WIRE IN VALVE BOX.
13. TWO-WIRE CONTROL CABLE DOES NOT REQUIRE ADDITIONAL SPARE
WIRES TO BE ROUTED WITH MAINLINE.
13.1. TWO-WIRE CONTROL SURGE ARRESTORS SHALL BE INSTALLED PER
MANUFACTURER'S RECOMMENDATIONS. ARRESTORS ARE NOT DEPICTED
ON PLANS
14. TREES IN TURF ARE NOT IRRIGATED BY DRIP SYSTEM. DRIP LATERAL
ROUTED NEAR TREES IN TURF ARE NOT TO RECEIVE DRIP IRRIGATION. TREES IN
NATIVE SEEDED AREAS ARE IRRIGATED ON DRIP SYSTEM.
15. VALVES FOR NATIVE SEEDED AREAS SHALL BE ON A SEPARATE PROGRAM.
16. NATIVE SEEDED AREAS ARE TO BE IRRIGATED WITH A BELOW GRADE
SYSTEM BUT UTILIZED FOR ESTABLISHMENT OF SEED. SYSTEM IS NOT
INTENDED TO OPERATE BEYOND ESTABLISHMENT.
17. NO IRRIGATION EQUIPMENT, INCLUDING BUT NOT LIMITED TO, MAINLINE,
VALVES, AND SPRINKLERS, SHALL BE INSTALLED WITHIN 3' OF NEW BUILDING
FOUNDATION.
EMITTER SCHEDULE
PLANT TYPE EMITTER TYPE GPH/OUTLET N0. OF EMITTERS TOTAL FLOW
GROUNDCOVER SINGLE OUTLET 1 GPH 1 1 GPH
PERENNIALS SINGLE OUTLET 1 GPH 1 1 GPH
1 GAL. SHRUB SINGLE OUTLET 1 GPH 1 1 GPH
5 GAL. SHRUB SINGLE OUTLET 1 GPH 2 2 GPH
TREE IN SHRUB BED SINGLE OUTLET 1 GPH 4-8 4-8 GPH
TREE IN NATIVE SEED INLINE DRIP* 0.6 GPH N/A N/A
NOTES:
1. MULTIPLE OUTLET EMITTERS CAN BE UTILIZED IN DENSELY PLANTED AREAS AND FOR TREES IN SHRUB
BEDS.
2. REFER TO LEGEND AND DETAILS FOR INLINE DRIP TOTALS.
SYMBOL DESCRIPTION
THE IRRIGATION SYSTEM POINT-OF-CONNECTION (POC) SHALL BE
DOWNSTREAM OF THE DOMESTIC WATER TAP AND METER AT THE
APPROXIMATE LOCATION SHOWN (REFER TO CIVIL PLANS FOR
EXACT LOCATION). INSTALL BACKFLOW PREVENTION UNIT,
MASTER VALVE ASSEMBLY, AND FLOW SENSOR AS INDICATED.
VERIFY EXACT LOCATION OF POC WITH OWNER`S
REPRESENTATIVE. VERIFY PRESSURE AND FLOW ON SITE PRIOR
TO CONSTRUCTION. CONTRACTOR TO INSTALL BACKFLOW PER
NATIONAL PLUMBERS CODE AND PER LOCAL CODE. BACKFLOW
SHALL BE TESTED UPON INSTALLATION AND ANNUALLY
THEREAFTER.
PEDESTAL MOUNT THE IRRIGATION CONTROLLER AT THE
APPROXIMATE LOCATION SHOWN. COORDINATE ELECTRICAL
POWER TO THE CONTROLLER WITH THE OWNER`S
REPRESENTATIVE. CARE SHOULD BE TAKEN TO INSTALL THE
IRRIGATION CONTROLLER IN A LOCATION THAT IS ACCESSIBLE
FOR MAINTENANCE, AND SCREENED FROM VIEW EITHER BEHIND
ENTRY WALLS, NEXT TO BUILDINGS, OR BEHIND PLANT MATERIAL.
FINAL LOCATION TO BE APPROVED BY OWNER`S
REPRESENTATIVE. CONTROLLER TO BE INSTALLED PER NATIONAL
ELECTRIC CODE.
1
2
REFERENCE NOTES SCHEDULE
NORTH
0
SCALE:
15 30 60 90
1" = 30'
TFG Design, LLC
138 E 4th Street, STE #1
Loveland CO 80537
(970) 669.3737
LANDSCAPE ARCHTIECTURE PLANNNIG
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY: dmrkp
FILE LOCATION: C:\Users\dmrkp\Dropbox\MPi Designs\Client Files\TFG Design, LLC\FTC Montessori School\1-DESIGN PHASE\Design files\IR-FTC MONTESSORI SCHOOL.dwg
PLOT DATE: 4/16/2020 11:44 AM
PROJECT NUMBER:
DATE:
PHASE:
www.tfgdesign.com
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND
SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. - THE
FRONTERRA GROUP AND SHALL NOT BE REPRODUCED,
PUBLISHED OR USED IN ANY WAY WITHOUT THE
P E RMISSION O F T H E L A NDSCAPE A RCHITECT.
The
Group
FronTerra
9 15
IR1.0
IRRIGATION LEGEND
AND NOTES
MYLAR REVIEW
04/19/2020
SPAR (SDP)
01/07/2020
177-1902FC
LARIMER
FORT COLLINS, COLORADO 80525
1109 W HARMONY RD
SPAR SITE DEVELOPMENT PLAN
FORT COLLINS MONTESSORI SCHOOL
Fort Collins, Colorado
Fort Collins Montessori School
73
69 68
70
54
71
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
41
W HARMONY RD
(EAST BOUND)
S SHIELDS ST
(SOUTH BOUND)
EXISTING MEDIAN
EXISTING MEDIAN
WESTBURY PUD 1ST
(RL)
EXISTING
RESIDENTIAL
(REC. NO. 94098087)
PINEVIEW PUD PH II
(NC)
VACANT
PINEVIEW PUD PH II
(MMN)
TRACT B
LOT 15
LOT 14
LOT 13
LOT 12
89
NORTH
0
SCALE:
15' 30' 60' 90'
1" = 30'
TFG Design, LLC
138 E 4th Street, STE #1
Loveland CO 80537
(970) 669.3737
LANDSCAPE ARCHITECTURE PLANNING
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY: David Kasprzak
FILE LOCATION: x:\Shared\Projects\177 hauser architects\177-1902fc fort collins montessori school\AutoCAD\177-1902fc fort collins montessori school\DWG\Landscape\L2.4 TREE MITIGATION
PLAN.dwg
PLOT DATE: 4/17/2020 8:50 AM
PROJECT NUMBER:
DATE:
PHASE:
www.tfgdesign.com
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND
SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. - THE
FRONTERRA GROUP AND SHALL NOT BE REPRODUCED,
PUBLISHED OR USED IN ANY WAY WITHOUT THE
P E RMISSION O F T H E L A N D S C A P E A R C H I T E C T .
The
Group
FronTerra
8 15
L2.4
TREE INVENTORY &
MITIGATION PLAN
SPAR (FDP) MYLAR REVIEW
SPAR (FDP) 3RD SUBMITTAL
SPAR (FDP) 2ND SUBMITTAL
SPAR (FDP)
20200416
20200313
20200219
20200107
SPAR (FDP)
OCT 16 , 2019
177-1902FC
LARIMER
FORT COLLINS, COLORADO
SITE PLAN ADVISORY REVIEW
FORT COLLINS MONTESSORI SCHOOL
Fort Collins, Colorado
Fort Collins Montessori School
# Species DBH Condition Mitigation Value Status Remarks
Mitigation
Requirement
(Trees)
1 Ponderosa Pine 16 Fair Minus 2.5 Retain Construction 0
2 Siberian Elm Canopy 10 Fair 1.5 Remove Construction 1.5
3 Ponderosa Pine 9 Fair 1.5 Retain Construction 0
4 Ponderosa Pine 9 Fair Minus 1.5 Remove Construction 1.5
5 Ponderosa Pine 6 Fair Minus 1 Remove Construction 1
6 Ponderosa Pine 5 Fair Minus 1 Remove Construction 1
7 Siberian Elm 9 Fair Minus 0 Remove Construction 0
8 Austrian Pine 11 Fair Minus 1.5 Retain 0
9 Austrian Pine 15 Fair minus 1.5 Remove Construction 1.5
10 Austrian Pine 13 Fair Minus 1.5 Retain 0
11 Austrian Pine 11 Fair minus 2 Remove Construction 2
12 Austrian Pine 14 Fair minus 2 Retain 0
13 Lanceleaf Cottonwood Canopy 62 Stems Fair minus 6 Remove Construction 6
14 Siberian Elm 8 Fair minus 1.5 Remove Construction 1.5
15 Crabapple 1x14, 1x6 Fair 2 Remove Construction 2
16 Lanceleaf Cottonwood Canopy 25 Stems Fair Minus 4 Remove Construction 4
17 Austrian Pine 6 Fair Minus 1 Remove Construction 1
18 Ponderosa Pine 30 Fair Plus 3.5 Remove Construction 3.5
19 Austrian Pine 20 Fair Minus 2 Remove Construction 2
20 Lanceleaf Cottonwood Canopy 6 Stems Fair Minus 4 Remove Construction 4
21 Lanceleaf Cottonwood 8 Fair Minus 1 Remove Construction 1
22 Lanceleaf Cottonwood 24 Fair Minus 2 Remove Construction 2
23 Lanceleaf Cottonwood 2x8 Fair 1.5 Remove Construction 1.5
24 Russian Olive 3x4-7 Fair 0 Remove Construction 0
25 Lanceleaf Cottonwood 2x8, 1x12, 1x16 Fair 2.5 Remove Construction 2.5
26 Austrian Pine 10 Fair Minus 1 Remove Construction 1
27 Lanceleaf Cottonwood 4x2-4 Fair 1 Remove Construction 1
28 Lanceleaf Cottonwood 5x3-5 Fair Plus 1 Remove Construction 1
29 Blue Spruce 10 Good 2 Retain (Relocated) Construction 0
30 Austrian Pine 12 Fair minus 1.5 Remove Construction 1.5
31 Austrian Pine 12 Fair Minus 2 Remove Construction 2
32 Austrian Pine 13 Fair Minus 2 Remove Construction 2
33 Lanceleaf Cottonwood 2x6-8 Fair Minus 1.5 Remove Construction 1.5
34 Pine 13 Fair Minus 1.5 Remove Construction 1.5
35 Siberian Elm 6 Fair 0 Remove Construction 0
36 Austrian Pine 11 Fair 1.5 Retain (Relocated) Construction 0
37 Oak 4x4-6 Fair minus 1.5 Remove Construction 1.5
38 Siberian Elm 16 Fair 1.5 Remove Construction 1.5
39 Siberian Elm Canopy 23 Stems Fair Minus 2 Remove Construction 2
40 Siberian Elm Canopy 21 Stems Fair Minus 2 Remove Construction 2
41 Blue Spruce 6 Fair Minus 1 Remove Construction 1
42 Siberian Elm 2x11 Fair Minus 1.5 Remove Construction 1.5
43 Siberian Elm Canopy 48 Stems Fair Minus 5 Remove Construction 5
44 Siberian Elm 3x4-7 Fair Minus 0 Remove Construction 0
45 Siberian Elm 9 Fair Minus 0 Remove Construction 0
46 Siberian Elm Canopy 22 Stems Fair Minus 2 Remove Construction 2
47 Siberian Elm 5x6-10 Fair Minus 0 Remove Construction 0
48 Ponderosa Pine Cluster 9 Stems Fair 9 Retain 40% (Remain/Relocated) Construction 6.3 6.3
49 Ponderosa Pine Cluster 15 Stems Fair 15 Retain 40% (Remain/Relocated) Construction 10.5 10.5
50 Ponderosa Pine Cluster 5 Stems Fair 7.5 Retain 40% (Remain/Relocated) Construction 5.25 5.25
51 Ash 4 Fair 0 Remove Construction 0
52 Crabapple 5 Fair 0 Remove Construction 0
53 Siberian Elm 9x4-12 Fair Minus 0 Remove Construction 0
54 Siberian Elm 2x8-10 Fair Minus 0 Remove Construction 0
55 Siberian Elm 15 Fair plus 6 Remove Construction 6
56 Blue Spruce 5 Fair 1 Retain (Relocated) Construction 0
57 Blue Spruce 5 Fair Minus 1 Remove Construction 1
58 Blue Spruce 6 Fair Minus 1 Remove Construction 1
59 Siberian Elm Canopy 11 Stems Fair Minus 1.5 Remove Construction 1.5
60 Siberian Elm 2x3-8 Fair Minus 1 Remove Construction 1
61 Cedar 8 Fair minus 1 Remove Construction 1
62 Cedar 9 Poor 1 Remove Construction 1
63 Crabapple 6x4-7 Fair Plus 1.5 Remove Construction 1.5
64 Crabapple 11 Fair Minus 1.5 Retain 0
65 Siberian Elm 10 Fair Minus 1 Remove Construction 1
66 Pinyon Pine 8 Fair Minus 1.5 Retain 0
67 Mixed Lanceleaf Cottonwood & Siberian Elm Canopy 8 Stems Fair Minus 3.5 Remove Construction 3.5
68 Austrian Pine 8 Fair 1.5 Retain 0
69 Austrian Pine 8 Fair 1.5 Retain 0
70 Austrian Pine 8 Fair Minus 1.5 Retain 0
71 Siberian Elm Canopy 75 Stems Fair Minus 10 Remove Construction 10
72 Siberian Elm Canopy 9 Stems Fair Minus 2 Remove Construction 2
73 Mixed Lanceleaf Cottonwood & Siberian Elm Canopy 24 Stems Fair Minus 6 Remove Construction 6
74 Blue Spruce 9 Fair Minus 1.5 Retain 0
75 Blue Spruce 10 Fair 2 Retain 0
76 Blue Spruce 10 Fair Minus 2 Retain 0
77 Blue Spruce 7 Fair Minus 1.5 Retain 0
78 Blue Spruce 7 Fair Minus 1.5 Retain 0
79 Blue Spruce 7 Fair Minus 1.5 Retain 0
80 Blue Spruce 10 Fair Minus 1.5 Retain 0
81 Blue Spruce 8 Fair Minus 1.5 Retain 0
82 Blue Spruce 11 Fair plus 2 Retain 0
83 Blue Spruce 11 Fair plus 2 Retain 0
84 Blue Spruce 11 Fair plus 2 Retain 0
85 Blue Spruce 9 Fair Minus 1.5 Retain 0
86 Blue Spruce 6 Fair Minus 1 Retain 0
87 Blue Spruce 6 Fair Minus 1 Retain 0
88 Blue Spruce 10 Fair plus 2 Retain 0
89 Crabapple (ROW Median) 3 Fair 1 Retain 0
Total Mitigation
Requirement
(Trees)
126.05
TREE INVENTORY INFORMATION
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.
1. FORT COLLINS MONTESSORI SCHOOL IS NOT REQUIRED TO COMPLY WITH REQUIREMENTS OF THE TREE
PROTECTION NOTES. HOWEVER, TO THE EXTENT FEASIBLE AND WITHIN FORT COLLINS MONTESSORI
SCHOOL BUDGET, IT WILL ENDEAVOR TO SATISFY TREE MITIGATION PLAN REQUIREMENTS.
2. SEE GENERAL SPAR NOTES ON SHEET L1.0
SITE PLAN ADVISORY REVIEW (SPAR) NOTES 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.
OF SEEDING WILL BE APPROXIMATELY 0.25 TO 0.50 INCH. DRILL ROW SPACING WILL BE
SET AT APPROXIMATELY 6 TO 8 INCHES. THE DRILL WILL THEN BE TOWED ACROSS THE
SEEDBED TO COMPLETE THE PLANTING OPERATION. DRILL SEEDING WILL TAKE PLACE
IMMEDIATELY FOLLOWING THE COMPLETION OF FINAL SEED BED PREPARATION
TECHNIQUES.
4. BROADCAST SEEDING: BROADCAST SEEDING SHALL ONLY OCCUR IN AREAS
INACCESSIBLE TO A DRILL SEEDER. BROADCAST SEED ONLY AFTER ALL TREES AND
SHRUBS HAVE BEEN PLANTED IN THESE AREAS. BROADCAST SEEDING WILL BE
ACCOMPLISHED USING HAND-OPERATION "CYCLONE-TYPE" SEEDERS OR ROTARY
BROADCAST EQUIPMENT ATTACHED TO CONSTRUCTION OR RE-VEGETATION
MACHINERY. ALL MACHINERY WILL BE EQUIPPED WITH METERING DEVICES.
BROADCASTING BY HAND WILL BE ACCEPTABLE ON SMALL, ISOLATED SITES. WHEN
BROADCAST SEEDING, PASSES WILL BE MADE OVER EACH SITE TO BE SEEDED IN A
MANNER TO ENSURE AN EVEN DISTRIBUTION OF SEED. WHEN USING HOPPER TYPE
EQUIPMENT, SEED SHOULD BE FREQUENTLY MIXED WITHIN THE HOPPER TO
DISCOURAGE SEED SETTLING AND UNEVEN PLANTING DISTRIBUTION OF SPECIES.
5. BROADCAST SEEDING WILL TAKE PLACE IMMEDIATELY FOLLOWING THE COMPLETION
OF FINAL SEEDBED PREPARATION TECHNIQUES. BROADCAST SEEDING SHOULD NOT BE
CONDUCTED WHEN WIND VELOCITIES WOULD PROHIBIT EVEN SEED DISTRIBUTION. THE
BROADCAST SEEDING RATE WILL BE TWICE THE RATE OF DRILL SEEDING.
6. AFTER SEEDING HAS BEEN COMPLETED, MULCH SHALL BE UNIFORMLY APPLIED AFTER
SEEDING HAS BEEN COMPLETED, MULCH SHALL BE APPLIED AT A RATE OF 2 TONS/ACRE
(4,000 LBS/ACRE). MULCH SHALL BE MECHANICALLY CRIMPED TO A DEPTH OF 2 INCHES
USING A CRIMPER. MULCH SHALL BE HAND CRIMPED AND COVERED WITH A TACKIFIER IN
AREAS WHERE MECHANICAL CRIMPING IS NOT POSSIBLE. ALL MULCH SHALL BE CRIMPED
SUCH THAT THE INDIVIDUAL PIECES OF STRAW OR HAY FORM EXAGGERATED V-SHAPES
PROTRUDING OUT OF THE GROUND SEVERAL INCHES. STRAW OR HAY IN A STAGE OF
DECOMPOSITION (DISCOLORED, BRITTLE, ROTTEN OR MOLDY) OR OLD, DRY MULCH
WHICH BREAKS DURING THE APPLICATION OR CRIMPING PROCESS WILL NOT BE
ACCEPTED.
7.THE SEEDED AREA SHALL BE MULCHED AND CRIMPED WITHIN 4 HOURS AFTER
SEEDING. AREAS NOT MULCHED AND CRIMPED WITHIN 4 HOURS AFTER SEEDING OR
PRIOR TO PRECIPITATION OR WINDY CONDITIONS ON SITE SHALL BE RESEEDED WITH
THE SPECIFIED SEED MIX PRIOR TO MULCHING AND CRIMPING.
8. IN CERTAIN INSTANCES, IT MAY BE NECESSARY TO APPLY A TACKIFIER IN ORDER TO
HELP WITH STRAW DISPLACEMENT. TACKIFIER SHALL BE APPLIED ACCORDING TO THE
MANUFACTURER'S SPECIFICATIONS.
9. MULCH SHALL BE INSPECTED FOR AND REGIONALLY CERTIFIED AS WEED FREE BASED
ON THE REGIONALLY DESIGNATED NOXIOUS WEED AND UNDESIRABLE PLANT LIST FROM
COLORADO, WYOMING, MONTANA, NEBRASKA, UTAH, IDAHO, KANSAS, SOUTH DAKOTA
OR ANY OTHER STATE NOT LISTED THAT SERVED AS THE PLACE OF ORIGIN FOR THE
STRAW MULCH
MULCH FOLLOWING ALL SOIL PREPARATION AND PLANTING.
1. SHRUB BEDS: MULCH SHRUB BEDS (DECIDUOUS, CONIFEROUS SHRUBS & GRASSES)
WITH A 3-INCH LAYER OF WASHED RIVER GRAVEL MULCH WHERE 5 GALLON SHRUB
MATERIAL IS USED. MULCH ALL ONE GALLON PERENNIAL AND GROUND COVER PLANTING
AREAS WITH A 3" LAYER OF WOOD MULCH.
2. TREE PLANTING RINGS IN IRRIGATED TURF AREAS: MULCH ALL SOIL PLANTING RINGS
OF DECIDUOUS AND CONIFEROUS TREES WITH A 3" LAYER OF WOOD BARK MULCH.
AND BOTTOM.
15. TREES, SHRUBS, AND GROUND COVERS:
PLANT MATERIALS SHALL BE A FIRST-CLASS REPRESENTATIVE OF ITS SPECIES; HEALTHY, WELL BRANCHED
AND WELL PROPORTIONED IN RESPECT TO HEIGHT AN WIDTH RELATIONSHIPS; FREE FROM DISEASE, INJURY,
INSECTS, AND WEED ROOTS; AND CONFORMING TO THE REQUIREMENTS OF THE COLORADO NURSERY ACT.
(SEE LANDSCAPE CONTRACTORS OF COLORADO STANDARD SPECIFICATIONS FOR APPROPRIATE SECTIONS
OF THE NURSERY ACT). ALL PLANTS SHALL BE NURSERY STOCK FROM GROWERS LOCATED IN USDA
HARDINESS ZONES 1, 2, 3 OR 4.BOTANIC AND COMMON NAMES: PLANT NAMES GIVEN IN THE PLANT LIST ARE
IN CONFORMANCE WITH STANDARD HORTICULTURAL PRACTICE IN THIS AREA. PLANTS ARE TO BE
DELIVERED TO THE SITE WITH TAGS BEARING THE BOTANIC NAME AS INDICATED BY THE PLANT LIST.
CLEARING. PRIOR TO ANY SOIL PREPARATION, EXISTING VEGETATION TO REMAIN AND WHICH MIGHT
INTERFERE WIT THE SPECIFIED SOIL PREPARATION SHALL BE MOWED, GRUBBED, RAKED, AND THE DEBRIS
REMOVED FROM THE SITE. PRIOR TO OR DURING GRADING OR TILLAGE OPERATION, THE GROUND SURFACE
SHALL BE CLEARED OF MATERIALS THAT MIGHT HINDER FINAL OPERATIONS.
PREPARE ALL AREAS TO BE PLANTED AS FOLLOWS:
RIP ALL AREAS TO BE PLANTED, SEEDED AND/OR SODDED TO A MINIMUM OF 8 INCHES IN TWO DIRECTIONS
USING AN AGRICULTURAL RIPPER WITH TINES SPACED AT NO GREATER THAN 18 INCHES. AREAS ADJACENT
TO WALKS, STRUCTURES CURBS, ETC, WHERE THE USE OF LARGE MECHANICAL EQUIPMENT IS DIFFICULT,
SHALL BE WORKED WITH SMALLER EQUIPMENT OR BY HAND.
SOIL PREPARATION: SPREAD 3 CY/1000 SF OF COMPOST AND SUFFICIENT FERTILIZER TO MEET
REQUIREMENTS OF SOIL ANALYSIS OVER ALL AREAS TO BE SEEDED, SODDED, AND/OR PLANTED W/TREES,
SHRUB BED AND GROUND COVER. INCORPORATE COMPOST BY DISKING OR ROTOTILLING INTO THE TOP 4 TO
6 INCHES OF SOIL. OBTAIN A UNIFORM MIXTURE WITH NO POCKETS OF SOIL OR AMENDMENTS REMAINING.
THE SOIL IN ALL LANDSCAPE AREAS, INCLUDING PARKWAYS AND MEDIANS, SHALL BE THOROUGHLY
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.
1. SUBSTITUTIONS. ANY PLAN SUBSTITUTIONS ARE TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO
INSTALLATION.
2. ESTABLISHED LOCATION: STAKE TREES AND FLAG OR SET OUR ALL SHRUBS IN LOCATIONS SHOWN ON
THE PLANS PRIOR TO INSTALLATION FOR REVIEW BY OWNER. THE FOLLOWING ARE MINIMUM DISTANCES
THAT PLANT MATERIALS CAN BE PLACED FROM ADJACENT WALLS, FENCES OR PAVED AREAS:
LARGE SHRUBS: 4 FEET
MEDIUM SHRUBS: 2-1/2 FEET
PERENNIALS, GRASSES AND GROUND COVERS: 18 INCHES
3. PLANTING PITS:
DIG PLANTING PITS A MINIMUM OF 2 TIMES AS WIDE AS DIAMETER OF ROOT BALL OR CONTAINER, AND A
DEPTH SUFFICIENT TO ALLOW TOP OF ROOT BALL AT TRUNK TO SIT A MINIMUM OF 3" ABOVE SURROUNDING
GRADE FOR SHRUBS.
INCORPORATE COMPOST BY DISKING OR ROTOTILLING INTO THE TOP 4 TO 6 INCHES OF SOIL. OBTAIN A
UNIFORM MIXTURE WITH NO POCKETS OF SOIL OR AMENDMENTS REMAINING.
A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR SHRUBS AS NOTED ON
THIS PLAN ARE PLANTED, PRUNED OR REMOVED ON THE PUBLIC RIGHT-OF-WAY. THIS INCLUDED 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 MAY RESULT IN REPLACING
OR RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY.
CONTACT THE CITY FORESTER TO INSPECT ALL STREET TREE PLANTING AT THE COMPLETION OF EACH
PHASE OF THE DEVELOPMENT. ALL TREES NEED TO HAVE BEEN INSTALLED AS SHOWN ON THE LANDSCAPE
PLAN. APPROVAL OF STREET TREE PLANTING IS REQUIRED OF EACH PHASE
STREET TREES SHALL BE SUPPLIED AND PLANTED BY THE DEVELOPER USING A QUALIFIED LANDSCAPE
CONTRACTOR
RESTORE THE FINE GRADE OF ALL AREAS TO BE PLANTED, SEEDED AND/OR SODDED WITH FLOAT DRAG TO
REMOVE IRREGULARITIES RESULTING FROM TILLING OPERATIONS. FLOAT DRAG TWO DIRECTIONS. REMOVE
ANY ADDITIONAL STONES OVER 1-1/2 INCHES THAT HAVE COME TO THE SURFACE. UPON COMPLETION OF
FINISH GRADING OPERATIONS, THE CONTRACTOR MUST PROVIDE A FINISH LANDSCAPE GRADE THAT SHALL
CONFORM TO THE GRADES AND ELEVATIONS SHOWN ON THE ENGINEERING DRAWINGS. CONTRACTOR
SHALL PROVIDE POSITIVE DRAINAGE IN ALL LANDSCAPE AREAS.
SHRUBS. ROUGHEN SIDES OF THE PIT TO REMOVE ANY COMPACTING OR GLAZING. LOOSEN SOIL AT BOTTOM
OF PIT TO A MINIMUM DEPTH OF SIX INCHES. MIX LOOSENED SOIL WITH SPECIFIED BACKFILL.
4. BACKFILL MATERIAL: TREE AND SHRUB PLANTING PITS SHALL BE BACKFILLED WITH THE FOLLOWING MIX:
75% TOPSOIL BY VOLUME (SOIL EXCAVATED FROM PLANTING PITS).
25% COMPOST BY VOLUME.
THE SPECIFIED BACKFILL MATERIALS SHALL BE PRE-MIXED USING INDUSTRY ACCEPTED TECHNIQUE IN
ORDER TO OBTAIN A UNIFORM, EVENLY BLENDED CONSISTENCY, FREE FROM POCKETS OF UNBLENDED
MATERIAL AND CLODS OR STONES GREATER THAN TWO INCHES IN DIAMETER. BACKFILL MIX SHALL BE
DELIVERED TO EACH PLANTING PIT AFTER MIXING HAS OCCURRED.
BACKFILL PIT WITH EXCAVATED SOIL
SET TOP OF ROOTBALL 4" ABOVE LOWEST
ADJACENT GRADE. REMOVE TOP 2/3 OF
WOOD MULCH (4" DEPTH).
6" DEPTH AMENDED SOIL
WIRE BASKET AND BURLAP.
1. GUY ALL CONIFER TREES AND ALL DECIDUOUS TREES LARGER
THAN 21
2" CAL. AS SHOWN.
2. IN SODDED AREAS, CUT SOD IN 36" CIRCLE AND MULCH. FOR
CONIFERS CUT SOD AT DRIP LINE OF TREE AND MULCH.
3. GUY EVERGREEN TREES IN 3 PLACES AT 45 DEGREE ANGLE
SLIGHTLY TAUT ONLY TO ALLOW SOME MOVEMENT. USE NYLON
STRAPS (NOT HOSES) WITH METAL GROMMETS.
1. WEED BARRIER: WEED BARRIER MAY BE TYPAR 3341 OR APPROVED EQUAL. PLACE
WEED BARRIER BENEATH COBBLE MULCH AREAS.
2. MINERAL MULCH: 1-1/2"-3" DIA. NOMINAL SIZE WASHED RIVER ROCK. SUBMIT SAMPLE.
3. BARK MULCH: SHREDDED CEDAR BARK MULCH; BARK POLE PEELINGS FROM CEDAR
TREES ONLY. MULCH SHALL BE DARK BROWN IN COLOR AND FINELY SHREDDED. MULCH
SHALL BE FREE FROM NOXIOUS WEED SEED AND FOREIGN MATERIAL HARMFUL TO PLANT
LIFE. CHIPPER CHIPS, PINE POLE PEELINGS OR OTHER ANGULAR BARK CHIPS ARE NOT
ACCEPTABLE. SUBMIT SAMPLES.
4. HEADERS: STEEL HEADER: RYERSON ESTATE STEEL HEADER 1/8" X 4" WITH 1" X 24"
SIZE STRAP STEEL STAKES OR EQUAL. SUBMIT SAMPLE.
5. TREE STAKES: 8-FOOT LONG, 2-INCH DIAMETER PRESSURE TREATED LODGE POLE PINE
STAKES (OR METAL "T" POSTS AS ALLOWED BY LANDSCAPE ARCHITECT. APPROVAL
REQUIRED PRIOR TO INSTALLATION.)
6. GUY ANCHORS: 24-INCH LONG METAL "T" POSTS.
7. GUYING AND STAKING WIRE: GALVANIZED IRON OR STEEL 12-GUAGE WIRE.
8. WEBBING: 2-INCH NYLON WEBBING OR RUBBERIZED CLOTH.
9. TREE WRAP: 4-INCH MINIMUM WIDTH COMMERCIAL TREE WRAP.
10. SAFETY CAPS: INDUSTRY STANDARD (FOR METAL "T" POST ONLY)
11. COMPOST: A TOTALLY ORGANIC PRODUCT THAT HAS BEEN AEROBICALLY AND
NATURALLY PROCESSED WITHOUT THE ADDITION OF COARSE WOOD CHIPS, IN SUCH A
MANNER AS TO MAINTAIN A CONSISTENT TEMPERATURE OF 140 DEGREES FAHRENHEIT
OR GREATER FOR A PERIOD OF TIME SUFFICIENT TO CREATE THE FOLLOWING
CHARACTERISTICS MEASURED BY DRY WEIGHT: MAXIMUM ALLOWABLE ORGANIC
MATTER: 60% ORGANIC MATTER TO NITROGEN RATIO: 25:1 TO 30:1; PH: 7 TO 8 PHSALTS:
2.0 TO 3.0 MMHOS; LESS THAN 25% INORGANIC MATTER; LESS THEN 1% SOIL, DIRT OR
SAND; MAXIMUM PARTICLE SIZE OF INCH DIAMETER.
ERADICATION OF ALL HARMFUL WEED SEEDS, PATHOGENS AND BACTERIA; A
NON-OFFENSIVE EARTHLY SMELL.
12. FERTILIZER: FERTILIZER FOR TURF SHALL BE COMMERCIAL TYPE, OF UNIFORM
COMPOSITION, FREE FLOWING, AND CONFORMING TO APPLICABLE STATE AND FEDERAL
LAWS. SUBMIT MANUFACTURER'S GUARANTEED ANALYSIS. FORMULATED FERTILIZER
ANALYSIS SHALL BE SUBMITTED TO OWNER'S REPRESENTATIVE FOR REVIEW AND SHALL
BE BASED UPON RECOMMENDATIONS MADE BY SOIL LAB. CONTRACTOR SHALL SUBMIT
SOIL SAMPLE TO SOIL LAB FOR ANALYSIS AND FERTILIZER RECOMMENDATIONS.
IF SOIL TYPES ARE SIMILAR IN STRUCTURE, THE CONTRACTOR MAY USE A CONSISTENT
FORMULATED FERTILIZER FOR THE ENTIRE SITE AREA. HOWEVER, IF SOIL STRUCTURES
ARE VASTLY DIFFERENT, A FORMULATED FERTILIZER FOR EACH SPECIFIC SITE AREA
WILL BE REQUIRED.
FERTILIZER FOR TREE AND SHRUB, BACKFILL MIX, AND GROUND COVER AREAS SHALL BE
OSMOCOTE SIERRABLEN, 9 MONTH SLOW-RELEASE FERTILIZER.
13. BLUEGRASS SOD: BLUEGRASS SOD SHALL CONTAIN THE FOLLOWING SEED MIX:
60% ELDORADO, SILVERADO AND MONARCH TURF TYPE FTALL FESCUE, 30% MANCHAR
SMOOTH BROME, 10% BLUEGRASS MIX (DROUGHT TOLERANT BLENDS). SOD SHALL BE A
MINIMUM OF ¾ INCH THICK, HARVESTED IN ROLLS FERTILIZED TWO TO THREE WEEKS
BEFORE CUTTING, AND SHALL BE CUT NOT MORE THAN ONE DAY PRIOR TO PLANTING.
SOD SHALL BE ONE YEAR OLD, MINIMUM, GROWN UNDER INTENSIVE CARE AND
CULTIVATION TO PRODUCE A THICK, EVEN STAND OF GRASS.
14. SEEDED TURF: ALL TURF SEEDING SHALL BE COMPLETED BETWEEN APRIL 15 AND
MAY 31, OR BETWEEN SEPTEMBER 1 AND OCTOBER 15. SEEDED TURF AREAS SHALL BE
SEEDED WITH THE FOLLOWING BLEND:
60% ELDORADO, SILVERADO AND MONARCH TURF TYPE TALL FESCUE
30% MANCHAR SMOOTH BROME
10% BLUEGRASS MIX 9DROUGHT TOLERANT BELANDS.
DRY LAND SEED AREAS SHALL BE SEEDED WITH THE LOW GROW NATIVE MIX BY PAWNEE
BUTTES:
10% ARIZONA FESCUE
40% SANDBERG/CANBY BLUEGRASS
10% ROCKY MOUNTAIN/IDAHO FESCUE
40% BIG BLUEGRASS
OR APPROVED EQUIVALENT.
FLAGGING
2X ROOT BALL DIA. SCARIFY SIDES
6" DEPTH AMENDED SOIL
6" DEPTH AMENDED SOIL. NO SPECIAL
EXISTING SUBGRADE
BACKFILL MIX.
PLACE SHRUBS A MINIMUM OF 18" FROM PLANTING BED EDGE (STEEL HEADER, CURBS,
WALKS, WALLS, ETC.) FOR 1 GALLON SHRUBS, 3' MINIMUM FOR 5 GALLON DECIDUOUS
SHRUBS, 4' FOR CONIFER SHRUB.
FOR 5 GALLON AND LARGER PLANT MATERIAL CONSTRUCT A 2" HIGH WATERING RING
AROUND SHRUB AT EDGE OF PLANTING PIT. FOR 1 GALLON MATERIAL, CONSTRUCT A 2"
X 18" DIA. WATER RING AND MULCH WITH WOOD BARK INSIDE OF THE WATER RING.
NO WEEDBARRIER FABRIC
HAND SPADED EDGE
SHRUB BED FINISHED GRADE
4" DEPTH
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, OF AN APPROVED SPECIES AND OF ACCEPTABLE CONDITION PRIOR TO
ACCEPTANCE.
1. REMOVE STOCK FROM CONTAINER. DO NOT BREAK THE ROOT BALL. A SPADE SHALL
NOT BE USED. SCARIFY SIDES AND BOTTOM OF ROOT BALL.
2. PLACE BACKFILL MIX INTO PLANTING PIT TO A DEPTH SUCH THAT THE PLANT, WHEN
PLANTED, WILL BE THREE INCHES ABOVE FINISH GRADE FOR DECIDUOUS TREES, FOUR
TO SIX INCHES FOR CONIFEROUS TREES, AND TWO INCHES ABOVE FINISH GRADE FOR
ALL SHRUBS.
3. UNTIE AND REMOVE BURLAP FROM TOP THIRD OF ROOT BALL ON BALLED AND
BURLAPPED MATERIAL. REMOVE WIRE BASKETS FROM TOP AND MINIMUM OF 2/3 OF ALL
SIDE OF ROOT BALL.
4. BACKFILL ONE-HALF OF PIT WITH BACKFILL MIXTURE AND WATER IN THOROUGHLY
BEFORE PLACING ANY MORE BACKFILL. DO NOT WORK WET SOIL.
5. BACKFILL THE REST OF THE PLANTING PIT WITH BACKFILL MIXTURE AND TAMP TO
COMPACT. WATER IN THOROUGHLY. DO NOT WORK WET SOIL
APPLY SLOW RELEASE FERTILIZER, PER MANUFACTURER'S DIRECTION OF SIZE OF PLANT
MATERIAL, BY SPREADING EVENLY OVER THE TOP OF THE ENTIRE PLANTING PIT.
6. STAKE OR GUY ALL TREES IN A TRUE VERTICAL POSITION. WRAP DECIDUOUS TREES
BOTTOM TO TOP. STAPLE OR TACK IN PLACE AT TOP. WRAP APPROXIMATELY
NOVEMBER 15 AND REMOVE APPROXIMATELY MAY 15.
7. IF TREES ARE PLANTED IN A SPADE DUG HOLE, THEY SHALL BE DEEP WATERED WITH A
WATERING NEEDLE ANGLING FROM THE INSIDE OF THE BALL OUT THROUGH THE
PERIMETER OF THE SOIL.
8. ALL LANDSCAPE PLANTS INCLUDING TURF WILL BE IRRIGATED WITH A PERMANENT
AUTOMATIC IRRIGATION
1. WEED BARRIER SHALL BE PLACED IN ALL SHRUB BED AREAS WHERE 5-GALLON SHRUB
MATERIAL IS USED OR WHERE NOTED IN PLAN AND DETAILS. AT ALL EDGES OF CURBS,
WALLS, STRUCTURES, PAVEMENTS, AND HEADERS, WEED BARRIER SHALL BE SECURED
WITH 11-GAUGE, 6-INCH LONG STAPLES AT 18 INCHES O.C. AT ALL EDGES.
2. NO WEED BARRIER SHALL BE PLACED IN AREAS RECEIVING ONE GALLON AND
SMALLER PLANT MATERIAL.
3. NO WEED BARRIER SHALL BE PLACED IN SOIL PLANTING RINGS OF DECIDUOUS AND
CONIFEROUS TREES PLANTED IN SODDED OR SEEDED AREAS.
1. LAYOUT STEEL HEADER IN LOCATIONS SHOWN ON PLANS AND RECEIVE REVIEW OF
OWNER PRIOR TO INSTALLATION. LOCATE BY SCALING OFF OF PLAN. INSTALL PLUMB
WITH GRADES MAINTAINING A MINIMUM CONSTANT HEIGHT OF ONE INCH ABOVE
ADJACENT TURF AREAS.
INSTALL USING STRAIGHT LINES AND SMOOTH CURVES.. STAKE STEEL HEADER USING
PINS OF TWO FEET O.C. PROVIDE DRAINAGE SLITS OR HOLES AT SUFFICIENT INTERVALS
TO ALLOW EXCESS WATER TO DRAIN AWAY.
1. AFTER SOIL PREPARATION, ROLL THE AREA TO AN EVENLY COMPACTED, FIRM SOIL
BED.
2. REPLACE HARD AND SOFT AREAS.
3. SCARIFY SURFACE TO A DEPTH OF 3/8 INCH.
4. KEEP SOIL BED MOIST DURING LYING OF SOD.
5. LAY SOD SMOOTHLY; EDGE TO EDGE, AND WITH STAGGERED JOINTS. BUTT EDGES
TIGHTLY.
6. WATER SOD LIGHTLY AS LAYING PROGRESSES TO PREVENT DRYING OF SOD.
7. ROLL SOD DIAGONALLY WITH A LIGHT ROLLER, LEVELING IRREGULARITIES AND
SEALING JOINTS.
8. IN ORDER TO FACILITATE DRAINAGE, PLACE SOD FLUSH WITH PAVEMENT ON THE
UPHILL SIDE OF PAVEMENT. ON THE DOWNHILL SIDE OF PAVEMENT, PLACE SOD
SLIGHTLY BELOW PAVEMENT SURFACE.
9. HOLD SOD BACK FROM TREE TRUNKS AS SHOWN IN DETAILS.
30" DIA. MULCH RING IN LAWN AREAS.
4" DEPTH WOOD MULCH AT BASE OF TREE.
OF ROOTBALL 3" ABOVE LOWEST ADJACENT GRADE.
POSTS VERTICALLY PLUMB. NO RUBBER HOSES.
PROTECTIVE RUBBER CAPS ON POSTS.
SET TREE ON COMPACTED SUBGRADE WITH TOP
REMOVE TOP 3/4 OF WIRE BASKET AND BURLAP.
PLANTED IN THE SPRING DO NOT WRAP.
WRAP TREES TO FIRST BRANCH IN THE FALL. IF
(SLIGHTLY TAUT). WITH NYLON STRAPS. SET
STAKE TREES USING METAL POSTS WIRED
18" MIN.
LAWN
LANDSCAPE SPECIFICATIONS
TREE AND SHRUB INSTALLATION
EVERGREEN TREES DECIDUOUS TREES
SHRUBS
SPAR (FDP)
OCT 16 , 2019
177-1902FC
LARIMER
FORT COLLINS, COLORADO
SITE PLAN ADVISORY REVIEW
FORT COLLINS MONTESSORI SCHOOL
Fort Collins, Colorado
Fort Collins Montessori School
GENERAL LANDSCAPE NOTES
STREET TREE 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 FO 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 THOROUGHLY 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.
1. STREET TREE NOTES: 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.
HYDROZONE PLAN
WATER BUDGET CHART HYDROZONE LEGEND
HYDROZONE AREA (S.F.) WATER NEEDED (GAL./S.F.) ANNUAL WATER USE (GAL.)
HIGH 4,853 18 87,354
MODERATE 12,460 10 124,600
LOW 91,356 3 274,068
VERY LOW 0 0 -
TOTAL: 108,669 486,022
AVERAGE WATER NEEDED: 4.47 GAL. PER S.F.
(TOTAL GAL./TOTAL S.F.)
1. FORT COLLINS MONTESSORI SCHOOL IS NOT REQUIRED TO COMPLY WITH REQUIREMENTS OF THE GENERAL LANDSCAPE NOTES AND STREET TREE NOTES. HOWEVER, TO THE
EXTENT FEASIBLE AND WITHIN FORT COLLINS MONTESSORI SCHOOL BUDGET, IT WILL ENDEAVOR TO SATISFY LANDSCAPE PLAN AND STREET TREE REQUIREMENTS.
2. ALL TREES, INCLUDING TREES ALONG SHIELDS STREET AND HARMONY AVENUE, ARE PRIVATE AND WILL BE MAINTAINED BY THE PROPERTY OWNER.
3. SEE GENERAL SPAR NOTES ON SHEET L1.0
SITE PLAN ADVISORY REVIEW (SPAR) NOTES
PLANT SCHEDULE
Deciduous Trees Code Quantity Diversity Botanical Common Size Container Water Use Range
AGR 7 14% Acer grandidentatum `Rocky Mountain Glow` Rocky Mountain Glow Maple 2" Cal. B&B Very Low - Low
COC 8 16% Celtis occidentalis `Chicagoland` Chicagoland Common Hackberry 2" Cal. B&B Low
CSP 6 12% Catalpa speciosa Northern Catalpa 2" Cal. B&B Low
GDE 12 24% Gymnocladus dioica `Espresso` Seedless Kentucky Coffeetree 2" Cal. B&B Low
QMA 4 8% Quercus macrocarpa Bur Oak 2" Cal. B&B Low
QMC 6 12% Quercus x macdanielli `Clemons` Heritage Oak 2" Cal. B&B Medium
SI 3 6% Syringa reticulata `Ivory Silk` Ivory Silk Japanese Tree Lilac 2" Cal. B&B Medium
TF 3 6% Tilia x flavescens `Glenleven` Glenleven Linden 2" Cal. B&B Medium
49 100%
Shrubs
DECIDUOUS
PAB 3 Perovskia atriplicifolia `Blue Spires` Russian Sage 5 Gal. Pot Low
RTL 72 Rhus typhina `Lacinata` Cutleaf Staghorn Sumac 5 Gal. Pot Low
RAG 64 Ribes alpinum `Green Mound` Green Mound Alpine Currant 5 Gal. Pot Low
EVERGREEN
65 58 Arctostaphylos x coloradoensis `Chieftain`
Chieftain Manzanita Very Low - Low
JST 16 Juniperus sabina `Tamariscifolia` Tammy Juniper Very Low - Low
213
Ornamental Grass
BBA 59 Bouteloua gracilis `Blonde Ambition` Blonde Ambition Grama Grass Low
HES 102 Helictotrichon sempervirens Blue Oat Grass Very Low - High
161
Sod/Seed
NAT MIX 87,279 SF Native Seed Mix seed Very Low
TS 4,853 SF Drought Tolerant Turfgrass Blend sod Medium
EXISTING (TO REMAIN OR TO BE RELOCATED* ON-SITE)
Existing Evergreen Trees Quantity Botanical Common Size Container Water Use Range
TO BE RELOCATED* 9 * Pinus ponderosa Ponderosa Pine Varies Spade Very Low - Medium
TO BE RELOCATED* 2 * Picea pungens Blue Spruce Varies Spade
Medium
TO BE RELOCATED* 1 * Pinus nigra Austrian Pine 11" Cal. Spade
Low
NEW AUSTRIAN PINE* 12 * Pinus nigra Austrian Pine 6' ht. B&B Low
TO REMAIN 5 Pinus ponderosa Ponderosa Pine Varies Existing Very Low - Medium
TO REMAIN 6 Pinus nigra Austrian Pine Varies Existing
Low
TO REMAIN 1 Pinus edulis Pinyon Pine 8" Cal. Existing Very Low
TO REMAIN 15 Picea pungens Blue Spruce Varies Existing
Medium
51
Existing Deciduous Trees
TO REMAIN 1 Malus x Crabapple 11" Cal.
Existing Low - Medium
TO REMAIN (MEDIAN ROW) 1 Malus x Crabapple 3" Cal.
Existing Low - Medium
2
* SEE SPAR NOTES. A TOTAL OF 24 TREES WILL BE EITHER RELOCATED OR A NEW AUSTRIAN PINE WILL BE INSTALLED.
2 RTL
1 QMC
3 ACC
1 RTL
3 RTL
1 RTL
1 RTL
2 RTL
1 RTL
1 RTL
3 RTL
2 RTL
2 CSP
4 RTL
1 CSP
3 RTL
2 RTL
1 RTL
3 RTL
1 CSP
1 RTL
2 CSP
4 RTL
3 QMA
8 RAG
3 BBA
4 BBA
3 RAG
19 RAG
22 BBA
3 HES
3 HES
3 HES
3 HES
3 HES
3 HES
3 HES
3 HES
3 HES
3 HES
3 HES
3 HES
3 HES
3 HES
3 HES
9 BBA
21 BBA
W HARMONY RD
(EAST BOUND)
S SHIELDS ST
(SOUTH BOUND)
EXISTING MEDIAN
EXISTING MEDIAN
WESTBURY PUD 1ST
(RL)
EXISTING
RESIDENTIAL
(REC. NO. 94098087)
PINEVIEW PUD PH II
(NC)
VACANT
PINEVIEW PUD PH II
(MMN)
WESTBURY PUD 2ND
(RL)
4626 S SHIELDS ST
(LMN)
EXISTING RESIDENTIAL
(PARCEL NO. 9603100009)
TRACT B
LOT 15
LOT 14
LOT 13
LOT 12
LOT 11
OLT
1 RTL
2 RTL
6 RTL
2 RTL
3 GDE
34 RAG
3 PAB
9 GDE
1 QMA
4 ACC
1 RTL
3 ACC
3 RTL
1 ACC
3 TF
4 AGR
3 AGR
2 SI
2 COC
6 COC
N
N
N
N
N
N
N
N
N
N
N
N
1 SI
2 x ROOTBALL DIA.
(APPROX. 48" FOR A 2" CAL.)
1'-5" (APPROX.) 8"
4"
4:1
3:1
SEE STANDARD TREE
PLANTING DETAIL -
SHEET L2.3
2' SHOULDER AT
CONCRETE WALK
3' MIN.
SEPARATION
FROM CONC.
EDGE
MULCH
BACKFILL MATERIAL
SUBGRADE
POSITION ROOT CROWN
AT SLOPE ELEVATION
NO SOIL BUILDUP
OVER ROOT FLARE
ROOTBALL MODIFIED AS REQUIRED
CONSTRUCT
WATER RING
AROUND TREE
WHEN NOT IN
TURF
4:1
2 x ROOTBALL DIA.
(APPROX. 48" FOR A 2" CAL.)
1'-5" (APPROX.) 8"
4"
4:1
3:1
SEE STANDARD TREE
PLANTING DETAIL -
SHEET L2.3
4:1
MULCH
BACKFILL MATERIAL
SUBGRADE
POSITION ROOT CROWN
AT SLOPE ELEVATION
NO SOIL BUILDUP
OVER ROOT FLARE
ROOTBALL MODIFIED AS REQUIRED
CONSTRUCT
WATER RING
AROUND TREE
WHEN NOT IN
TURF
NORTH
0
SCALE:
15 30 60 90
1" = 30'
TFG Design, LLC
138 E 4th Street, STE #1
Loveland CO 80537
(970) 669.3737
LANDSCAPE ARCHITECTURE PLANNING
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY: David Kasprzak
FILE LOCATION: x:\Shared\Projects\177 hauser architects\177-1902fc fort collins montessori school\AutoCAD\177-1902fc fort collins montessori school\DWG\Landscape\L2.1 LANDSCAPE PLAN.dwg
PLOT DATE: 4/17/2020 8:50 AM
PROJECT NUMBER:
DATE:
PHASE:
www.tfgdesign.com
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND
SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. - THE
FRONTERRA GROUP AND SHALL NOT BE REPRODUCED,
PUBLISHED OR USED IN ANY WAY WITHOUT THE
P E RMISSION O F T H E L A N D S C A P E A R C H I T E C T .
The
Group
FronTerra
5 15
L2.1
LANDSCAPE PLAN
SPAR (FDP) MYLAR REVIEW
SPAR (FDP) 3RD SUBMITTAL
SPAR (FDP) 2ND SUBMITTAL
SPAR (FDP)
20200416
20200313
20200219
20200107
SPAR (FDP)
OCT 16 , 2019
177-1902FC
LARIMER
FORT COLLINS, COLORADO
SITE PLAN ADVISORY REVIEW
FORT COLLINS MONTESSORI SCHOOL
Fort Collins, Colorado
Fort Collins Montessori School
LEGEND
1. ALL PLAY EQUIPMENT AREAS SHALL HAVE PLAY SAFETY
SURFACING WITH A DRAINAGE SYSTEM AS SHOWN ON PLANS
AND AS INDICATED IN THE SPECIFICATIONS.
2. CONTRACTOR SHALL VERIFY THE DEPTH OF ALL PLAY
SAFETY SURFACING TO MEET CRITICAL FALL HEIGHT
REQUIREMENTS FOR EACH PIECE OF PLAY EQUIPMENT
3. ALL PLAYGROUND EQUIPMENT AND SURFACING
INSTALLERS SHALL BE CERTIFIED PLAYGROUND SAFETY
INSPECTORS PER NPSI WITH A MINIMUM OF 5 YEARS
EXPERIENCE. INSTALLATION SHALL MEET MANUFACTURER'S
SPECIFICATIONS UNLESS A MORE STRINGENT REQUIREMENT
IS SPECIFIED IN THE CONSTRUCTION DOCUMENTS OR IN
ASTM, CPSC, IPEMA OR ADA GUIDELINES.
PLAYGROUND NOTES
1. SEE ALL NOTES ON SHEET L2.2
LANDSCAPE NOTES
DECIDUOUS TREE PLANTING ON SLOPE NEAR CONCRETE WALK
(2" CAL. TREE)
DECIDUOUS TREE PLANTING ON 4:1 SLOPE
(2" CAL. TREE)
Group
FronTerra
4 15
L1.3
FENCE & COLUMN
DETAILS
SPAR (FDP) MYLAR REVIEW
SPAR (FDP) 3RD SUBMITTAL
SPAR (FDP) 2ND SUBMITTAL
SPAR (FDP)
20200416
20200313
20200219
20200107
SPAR (FDP)
OCT 16 , 2019
177-1902FC
LARIMER
FORT COLLINS, COLORADO
SITE PLAN ADVISORY REVIEW
FORT COLLINS MONTESSORI SCHOOL
Fort Collins, Colorado
Fort Collins Montessori School
SCALE:
1 ENTRY 1/2" = 1'-0" DRIVE FEATURE (2 LOCATIONS)
SCALE:
2 WALK 1/2" = 1'-CONNECTION 0" FEATURE
SCALE:
3 SCREEN 1/2" = 1'-0" FENCE (AT BACK OF CURB)
SCALE:
4 ALUMINUM 1/2" = 1'-0" (COLOR TO FENCE MATCH DARK BRONZE SYSTEM ON BUILDING) (OR APPROVED EQUAL)
MATERIALS.
PLAN
SIDE ELEVATIONS
CONCRETE WALL CAP TO MATCH
STONE VENEER BUILDING COLOR
FIBARFELT
PLAYGROUND SAFETY SURFACING
COMPACTED SUBGRADE (95 S.P.D.)
(1) #4 REBAR, CONTINUOUS
PROVIDE 3" CLEAR CONCRETE
CONCRETE GRADE TRANSITION,
MEDIUM BROOM FINISH ACROSS
WIDTH OF CONCRETE
GRADE BREAK AT SCORE JOINT
CONCRETE PAVEMENT
FIBAR DRAIN
6.0' O.C.
FIBAR WOOD FIBER
(12" MIN. DEPTH TO TOP
OF DRAINAGE SYSTEM)
RAMP SLOPE NOT TO EXCEED 1:12
HALF-BULLNOSE
EDGE
6.0' O.C.
FIBAR WOOD FIBER
(12" MIN. DEPTH TO
TOP OF DRAINAGE
SYSTEM)
FIBARFELT
FIBAR DRAIN
COMPACTED SUBGRADE (95 S.P.D.)
(1) #4 REBAR, CONTINUOUS
PROVIDE 3" CLEAR CONCRETE
6" CONCRETE CURB WITH
HALF-BULLNOSE EDGE
EDGES ON BOTH SIDES
4'
3'
6'
VARIES
EQ. EQ.
EQ.
EQ.
℄
INVERTED "U" BIKE RACK (2)
BIKE PARKING SPACES
CLEAR ZONE FOR BIKE
PARKING, (TYP)
BIKE RACK SHALL BE SURFACE
MOUNTED FOR EASE OF
REPLACEMENT IN CASE OF
DAMAGE AS OPPOSED TO
IN-GROUND MOUNTING.
4'-0"
6'-8"
10'-0" MAX SPACING
TENSION BAR
CORNER POST
POST TOP
ROUND END &
HOG RING
KNUCKLED
BOTTOM SELVAGE
RAIL TIE
(TOP KNUCKLED
CHAIN LINK FABRIC,
OPTION)
TOP RAIL
1.66" [42.2MM] (1 5/8") OD
LINE POST
(ROUND OR "C")
WIRE LINE POST TIE
TENSION
LINE POST
LOOP CAP
CHAIN LINK FENCE DETAIL
SCALE: 1/2" = 1'-0"
FINISHED GRADE
NOTE:
1. ALL WOOD SHALL HAVE
NATURAL WOOD FINISH
8'
6" X 6" POST
MATERIAL TBD
1" X 6" (PICKETS)
2" X 4"
2" X 4" FACIA
2" X 4"
FINISHED GRADE
TFG Design, LLC
138 E 4th Street, STE #1
Loveland CO 80537
(970) 669.3737
LANDSCAPE ARCHITECTURE PLANNING
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY: David Kasprzak
FILE LOCATION: x:\Shared\Projects\177 hauser architects\177-1902fc fort collins montessori school\AutoCAD\177-1902fc fort collins montessori school\DWG\Site\L1.2 SITE DETAILS.dwg
PLOT DATE: 4/16/2020 2:31 PM
PROJECT NUMBER:
DATE:
PHASE:
www.tfgdesign.com
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND
SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. - THE
FRONTERRA GROUP AND SHALL NOT BE REPRODUCED,
PUBLISHED OR USED IN ANY WAY WITHOUT THE
P E RMISSION O F T H E L A N D S C A P E A R C H I T E C T .
The
Group
FronTerra
3 15
L1.2
SITE DETAILS
SPAR (FDP) MYLAR REVIEW
SPAR (FDP) 3RD SUBMITTAL
SPAR (FDP) 2ND SUBMITTAL
SPAR (FDP)
20200416
20200313
20200219
20200107
SPAR (FDP)
OCT 16 , 2019
177-1902FC
LARIMER
FORT COLLINS, COLORADO
SITE PLAN ADVISORY REVIEW
FORT COLLINS MONTESSORI SCHOOL
Fort Collins, Colorado
Fort Collins Montessori School
SCALE:
1 WASTE 1/2" = 1'-0" & RECYCLING ENCLOSURE
SCALE:
2 PLAYGROUND 1/2" = 1'-0" RAMP, SURFACE AND DRAINAGE
SCALE:
3 PLAYGROUND 1/2" = 1'-0" HEADER, SUFACE AND DRAINAGE
SCALE:
4 BIKE 3/4" = RACK 1'-0"
SCALE:
5 CHAINLINK 1/2" = 1'-0" FENCE - VINYL COATED (BLACK) SCALE:
6 6' HT. 1/2" = 1'-WOOD 0" PRIVACY FENCE
EXISTING 8' WIDE
WALK
PROPOSED
CONCRETE WALK
9'
(TYP)
7' 17' 24' 17'
WESTBURY PUD 1ST
(RL)
EXISTING
RESIDENTIAL
(REC. NO. 94098087)
PINEVIEW PUD PH II
(NC)
VACANT
PINEVIEW PUD PH II
(MMN)
1109 W HARMONY RD
(LMN)
WESTBURY PUD 2ND
(RL)
EXISTING RESIDENTIAL
4626 S SHIELDS ST
(LMN)
EXISTING RESIDENTIAL
(PARCEL NO. 9603100009)
OLT
CT
FUTURE
ASPHALT
EMERGENCY
ACCESS
TURN-AROUND
11 10
15 7
5
24'
24'
HC HC
HC
(VAN)
95'
24'
EMERGENCY EGRESS GATE
WITH PANIC HARDWARE
DROP OFF QUEUE
THROUGH LANE
THROUGH LANE TO RIGHT-OUT
ONLY AT HARMONY RD
EXIT RIGHT-OUT ONLY
AT SHIELDS ST
DROP OFF QUEUE
DROP OFF QUEUE
FUTURE ASPHALT
EMERGENCY ACCESS
DRIVE
NATURAL
OPEN AREA
ELEMENTARY
PLAYGROUND
(5-12 YRS.)
PLAZA
PRIMARY OPEN
AREA
(3-5 YRS.)
DRAINAGE EASEMENT
8' 5' 8' 5' 11'
ENHANCED
CROSSWALK
FUTURE
MULTI-PURPOSE
(4,500 SF)
TEMPORARY
MODULAR
(1,440 SF)
51.9'
EXISTING 6' HT. WOOD
PRIVACY FENCE
ALONG ENTIRE WEST
BOUNDARY TO
REMAIN
48" HT.
PLAYGROUND
FENCE, CHAIN
LINK BLACK
VINYL CLAD
PLAYGROUND
HEADER, (TYP)
FUTURE
CONCRETE
WALK
EXISTING UE
REC. NO.
20090073915
EXISTING
WATER LINE TO
BE ABANDONED
PER FCLWD
STANDARDS
EXISTING UE
REC. NO. 20090073915
CDOT PARCEL 2A
REC. NO. 20090073915
UTILITY EASEMENT
REC. NO. 20080073484
CDOT PARCEL 2
REC. NO.
20090073915
EXISTING FIBER OPTIC
EXISTING UG ELECTRIC
EXISTING ELECTRIC
CABINET
EXISTING CROSSWALK
SIGNAL
EXISTING STORM
DRAIN INLET
DRAINAGE
EASEMENT
OPEN
SPACE
EXISTING GAS
N89°58'46"E 99.98'
S83°31'41"E 96.13'
N89°58'46"E 156.51'
S00°17'54"W 140.32'
S05°00'02"E 170.33'
S89°58'54"W 447.42'
N00°17'46"E 439.98'
L= 102.01'
L= 26.80'
L= 23.32'
9 5
9
8
15
35'
UE
PROPOSED UTILITY EASEMENT
TRACT B
LOT 16
LOT 15
LOT 14
LOT 13
LOT 12
LOT 11
EXISTING CONCRETE DRIVE
EXISTING
REFLECTOR
POSTS
(6) BIKE PARKING
SPACES
DROP-OFF / PICK-UP
QUEUE SPACE, (TYP)
RAMP
RAIN GARDEN, RE: CIVIL
PLANS
ROW TO BE
DEDICATED
TO
ACCOMMODATE
RIGHT TURN
LANE AND
WALK
EMERGENCY EGRESS GATE
WITH PANIC HARDWARE
TEMPORARY
MODULAR
(1,440 SF)
CONNECTING
CONCRETE
WALK
CONNECTING
CONCRETE
WALK
33' HT. FLAG POLE
F.D.C.
ENTRY DRIVE
FEATURE, SEE L1.3/1
ENTRY DRIVE
FEATURE, SEE L1.3/1
SCREEN FENCE, SEE L1.3/3
SCREEN FENCE,
SEE L1.3/3
WALK FEATURE,
SEE L1.3/2
PROPOSED MEDIAN
EXTENSION
PROPOSED LEFT
TURN LANE
RAIN
GARDEN
RE: CIVIL
PLANS
30'
UE & DE
PEDESTRIAN
EASEMENT
RAIN
GARDEN
RE: CIVIL
PLANS
20'
UE
24'
EAE / DE
24'
EAE / DE
24'
EAE / DE
36'
EAE
24'
EAE
DRAINAGE
EASEMENT
DRAINAGE
EASEMENT
DRAINAGE
EASEMENT
DRAINAGE
EASEMENT
ADA RAMP, (TYP)
5' STRIPED
ACCESS AISLE
F.D. KNOX BOX
5'
F.D. KNOX
BOX
TEMPORARY FCLWD /
SFCSD ACCESS DRIVE
8'
4' WIDE CONCRETE
WALK
4'
20'
FCLWD
ESMT.
UE & DE
NORTH
0
SCALE:
15' 30' 60' 90'
1" = 30'
TFG Design, LLC
138 E 4th Street, STE #1
Loveland CO 80537
(970) 669.3737
LANDSCAPE ARCHITECTURE PLANNING
SHEET OF
SHEET NUMBER:
SHEET TITLE:
REVISIONS:
PROJECT INFORMATION:
OWNER:
DRAWN BY: David Kasprzak
FILE LOCATION: x:\Shared\Projects\177 hauser architects\177-1902fc fort collins montessori school\AutoCAD\177-1902fc fort collins montessori school\DWG\Site\L1.1 SITE PLAN.dwg
PLOT DATE: 4/17/2020 8:49 AM
PROJECT NUMBER:
DATE:
PHASE:
www.tfgdesign.com
THIS DRAWING, AS AN INSTRUMENT OF SERVICE, IS AND
SHALL REMAIN THE PROPERTY OF TFG DESIGN, LLC. - THE
FRONTERRA GROUP AND SHALL NOT BE REPRODUCED,
PUBLISHED OR USED IN ANY WAY WITHOUT THE
P E RMISSION O F T H E L A N D S C A P E A R C H I T E C T .
The
Group
FronTerra
2 15
L1.1
SITE PLAN
SPAR (FDP) MYLAR REVIEW
SPAR (FDP) 3RD SUBMITTAL
SPAR (FDP) 2ND SUBMITTAL
SPAR (FDP)
20200416
20200313
20200219
20200107
SPAR (FDP)
OCT 16 , 2019
177-1902FC
LARIMER
FORT COLLINS, COLORADO
SITE PLAN ADVISORY REVIEW
FORT COLLINS MONTESSORI SCHOOL
Fort Collins, Colorado
Fort Collins Montessori School
SITE PLAN NOTES
1. REFER TO FINAL UTILITY PLANS FOR EXACT LOCATIONS AND CONSTRUCTION INFORMATION FOR
STORM DRAINAGE STRUCTURES, UTILITY MAINS AND SERVICES, PROPOSED TOPOGRAPHY, STREET
IMPROVEMENTS.
2. REFER TO THE SUBDIVISION PLAT AND UTILITY PLANS FOR EXACT LOCATIONS, AREAS AND
DIMENSIONS OF ALL EASEMENTS, LOTS, TRACTS, STREETS, WALKS AND OTHER SURVEY
INFORMATION.
3. THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FINAL PLANS. AMENDMENTS TO
THE PLANS MUST BE REVIEWED AND APPROVED BY THE CITY PRIOR TO THE IMPLEMENTATION OF
ANY CHANGES TO THE PLANS.
4. ALL ROOFTOP AND GROUND MOUNTED MECHANICAL EQUIPMENT MUST BE SCREENED FROM VIEW
FROM ADJACENT PROPERTY AND PUBLIC STREETS. IN CASES WHERE BUILDING PARAPETS DO NOT
ACCOMPLISH SUFFICIENT SCREENING, THEN FREE-STANDING SCREEN WALLS MATCHING THE
PREDOMINANT COLOR OF THE BUILDING SHALL BE CONSTRUCTED. OTHER MINOR EQUIPMENT
SUCH AS CONDUIT, METERS AND PLUMBING VENTS SHALL BE SCREENED OR PAINTED TO MATCH
SURROUNDING BUILDING SURFACES.
5. ALL CONSTRUCTION WITH THIS DEVELOPMENT PLAN MUST BE COMPLETED IN ONE PHASE UNLESS
A PHASING PLAN IS SHOWN WITH THESE PLANS.
6. [IF APPLICABLE -- INCLUDE LANGUAGE FOR ANY MODIFICATIONS AND CONDITIONS APPROVED WITH
PDP/ODP].
7. ALL EXTERIOR LIGHTING PROVIDED SHALL COMPLY WITH THE FOOT-CANDLE REQUIREMENTS IN
SECTION 3.2.4 OF THE LAND USE CODE AND SHALL USE A CONCEALED, FULLY SHIELDED LIGHT
SOURCE WITH SHARP CUT-OFF CAPABILITY SO AS TO MINIMIZE UP-LIGHT, SPILL LIGHT, GLARE AND
UNNECESSARY DIFFUSION.
8. SIGNAGE AND ADDRESSING ARE NOT PERMITTED WITH THIS PLANNING DOCUMENT AND MUST BE
APPROVED BY SEPARATE CITY PERMIT PRIOR TO CONSTRUCTION. SIGNS MUST COMPLY WITH CITY
SIGN CODE UNLESS A SPECIFIC VARIANCE IS GRANTED BY THE CITY.
9. FIRE HYDRANTS MUST MEET OR EXCEED POUDRE FIRE AUTHORITY STANDARDS. ALL BUILDINGS
MUST PROVIDE AN APPROVED FIRE EXTINGUISHING SYSTEM.
10. ALL BIKE RACKS PROVIDED MUST BE PERMANENTLY ANCHORED.
11. ALL SIDEWALKS AND RAMPS MUST CONFORM TO CITY STANDARDS. ACCESSABLE RAMPS MUST BE
PROVIDED AT ALL STREET AND DRIVE INTERSECTIONS AND AT ALL DESIGNATED ACCESSABLE
PARKING SPACES. ACCESSABLE PARKING SPACES MUST SLOPE NO MORE THAN 1:48 IN ANY
DIRECTION. ALL ACCESSIBLE ROUTES MUST SLOPE NO MORE THAN 1:20 IN DIRECTION OF TRAVEL
AND WITH NO MORE THAN 1:48 CROSS SLOPE.
12. COMMON OPEN SPACE AREAS AND LANDSCAPING WITHIN RIGHT OF WAYS, STREET MEDIANS, AND
TRAFFIC CIRCLES ADJACENT TO COMMON OPEN SPACE AREAS ARE REQUIRED TO BE MAINTAINED
BY THE PROPERTY OWNER OF THE COMMON AREA. THE PROPERTY OWNER IS RESPONSIBLE FOR
SNOW REMOVAL ON ALL ADJACENT STREET SIDEWALKS AND SIDEWALKS IN COMMON OPEN SPACE
AREAS.
13. DESIGN AND INSTALLATION OF ALL PARKWAY/TREE LAWN AND MEDIAN AREAS IN THE
RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH CITY STANDARDS. UNLESS OTHERWISE AGREED TO
BY THE CITY WITH THE FINAL PLANS, ALL ONGOING MAINTENANCE OF SUCH AREAS IS THE
RESPONSIBILITY OF THE OWNER/DEVELOPER.
14. THE PROPERTY OWNER FOR EACH RESIDENTIAL LOT IS RESPONSIBLE FOR SNOW REMOVAL ON ALL
STREET SIDEWALKS ADJACENT TO EACH RESIDENTIAL LOT.
15. PRIVATE CONDITIONS, COVENANTS, AND RESTRICTIONS (CC&R'S), OR ANY OTHER PRIVATE
RESTRICTIVE COVENANT IMPOSED ON LANDOWNERS WITHIN THE DEVELOPMENT, MAY NOT BE
CREATED OR ENFORCED HAVING THE EFFECT OF PROHIBITING OR LIMITING THE INSTALLATION OF
XERISCAPE LANDSCAPING, SOLAR/PHOTO-VOLTAIC COLLECTORS (IF MOUNTED FLUSH UPON ANY
ESTABLISHED ROOF LINE), CLOTHES LINES (IF LOCATED IN BACK YARDS), ODOR-CONTROLLED
COMPOST BINS, OR WHICH HAVE THE EFFECT OF REQUIRING THAT A PORTION OF ANY INDIVIDUAL
LOT BE PLANTED IN TURF GRASS.
16. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS
STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO
CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS
STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED
IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
17. FIRE LANE MARKING: A FIRE LANE MARKING PLAN MUST BE REVIEWED AND APPROVED BY THE FIRE
OFFICIAL PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. WHERE REQUIRED BY
THE FIRE CODE OFFICIAL, APPROVED SIGNS OR OTHER APPROVED NOTICES THAT INCLUDE THE
WORDS NO PARKING FIRE LANE SHALL BE PROVIDED FOR FIRE APPARATUS ACCESS ROADS TO
IDENTIFY SUCH ROADS OR PROHIBIT THE OBSTRUCTION THEREOF. THE MEANS BY WHICH FIRE
LANES ARE DESIGNATED SHALL BE MAINTAINED IN A CLEAN AND LEGIBLE CONDITION AT ALL TIMES
AD BE REPLACED OR REPAIRED WHEN NECESSARY TO PROVIDE ADEQUATE VISIBILITY.
18. PREMISE IDENTIFICATION: AN ADDRESSING PLAN IS REQUIRED TO BE REVIEWED AND APPROVED BY
THE CITY AND POUDRE FIRE AUTHORITY PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF
OCCUPANCY. UNLESS THE PRIVATE DRIVE IS NAMED, MONUMENT SIGNAGE MAY BE REQUIRED TO
ALLOW WAY_FINDING. ALL BUILDINGS SHALL HAVE ADDRESS NUMBERS, BUILDING NUMBERS OR
APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE, VISIBLE
FROM THE STREET OR ROAD FRONTING THE PROPERTY, AND POSTED WITH A MINIMUM OF SIX_INCH
NUMERALS ON A CONTRASTING BACKGROUND. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD
AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER
SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE
1. FORT COLLINS MONTESSORI SCHOOL IS NOT REQUIRED TO COMPLY WITH REQUIREMENTS OF THE SITE
PLAN NOTES. HOWEVER, TO THE EXTENT FEASIBLE AND WITHIN FORT COLLINS MONTESSORI SCHOOL
BUDGET, IT WILL ENDEAVOR TO SATISFY SITE PLAN NOTE REQUIREMENTS.
2. SEE GENERAL SPAR NOTES ON SHEET L1.0
SITE PLAN ADVISORY REVIEW (SPAR) NOTES
CURRENT USE: RESIDENTIAL
PROPOSED USE: CHARTER SCHOOL
ZONING DISTRICT: LMN
(Low Density Mixed-Use
Neighborhood)
SITE DATA (APPROXIMATE)
WATER DISTRICT: FCLWD
DECEMBER, 2019
SITE PLAN ADVISORY REVIEW
FORT COLLINS MONTESSORI SCHOOL
A PARCEL OF LAND SITUATED IN THE NORTHEAST QUARTER OF SECTION 3,
TOWNSHIP 6 NORTH, RANGE 69 WEST, OF THE 6TH PRINCIPAL MERIDIAN, CITY OF
FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO.
01 L1.0 COVER SHEET
02 L1.1 SITE PLAN
03 L1.2 SITE DETAILS
04 L1.3 FENCE & COLUMN DETAILS
05 L2.1 LANDSCAPE PLAN
06 L2.2 HYDROZONES, PLANT SCHEDULE & NOTES
07 L2.3 LANDSCAPE DETAILS & SPECIFICATIONS
08 L2.4 TREE INVENTORY & MITIGATION PLAN
09 IR1.0 IRRIGATION LEGEND & NOTES
10 IR1.1 IRRIGATION PLAN
11 IR2.1 IRRIGATION DETAILS
12 IR2.2 IRRIGATION DETAILS
13 A1.0 BUILDING ELEVATIONS & PERSPECTIVE
14 ES-001 ELECTRICAL INDEX, LEGEND AND SCHEDULE
15 ES-100 ELECTRICAL PHOTOMETRIC SITE PLAN
SHEET INDEX
THE FRONTERRA GROUP, LLC
138 E 4TH STREET, STE #1
LOVELAND, COLORADO, 80537
(970) 669-3737
CONTACT: DAVID KASPRZAK
DAVID@TFGDESIGN.COM
DIVERSIFIED CONSULTING SOLUTIONS, INC. (DCS)
2470 17TH STREET
DENVER, CO 80202
(720) 483-3147
CONTACT:JEFFREY REED
JEFFREED@DCS-CM.COM
OWNER'S REPRESENTATIVE:
LANDSCAPE ARCHITECT/PLANNER:
NORTH
MPi DESIGNS, LLC
PO BOX 345
WINDSOR, COLORADO 80550
(970) 402-3047
CONTACT: MICHELLE PETERSON
MICHELLE@MPIDESIGNSLLC.COM
IRRIGATION DESIGN:
HAUSER ARCHITECTS
3780 E 15TH ST, SUITE 201
LOVELAND, COLORADO 80538
(970) 669-8220
CONTACT: RICK HAZEL
RICK@HAUSERARCHITECTSPC.COM
ARCHITECT:
COFFEY ENGINEERING AND SURVEYING
4045 ST. CLOUD, SUITE 180
LOVELAND, COLORADO 80538
(970) 622-2095
CONTACT: TROY CAMPBELL, P.E.
TCAMPBELL@COFFEY-ENGINEERING.COM
CIVIL ENGINEER:
MAJESTIC SURVEYING, LLC.
1111 DIAMOND VALLEY DR, SUITE 104
WINDSOR, COLORADO 80550
(970) 833-5698
CONTACT: STEVE PARKS
STEVENP@MAJESTICSURVEYING.COM
SURVEYOR:
LOT 1, MONTESSORI SUBDIVISION
FORT COLLINS MONTESSORI SCHOOL
(970) 631-8612
CONTACT:PAUL VINCENT
PVINCENT@FOCOMONTESSORI.ORG
OWNER/APPLICANT:
BY THE DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES OF
THE CITY OF FORT COLLINS, COLORADO THIS DAY OF
,A.D., 2020
DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES
PLANNING APPROVAL:
OWNER'S CERTIFICATION OF APPROVAL:
THE UNDERSIGNED DOES/DO HEREBY CERTIFY THAT I/WE ARE THE LAWFUL
OWNER OF REAL PROPERTY DESCRIBED ON THIS SITE PLAN AND DO HEREBY
CERTIFY THAT I/WE ACCEPT THE CONDITIONS AND RESTRICTIONS SET
FORTH ON SAID SITE PLAN.
IN WITNESS WHEREOF, WE HAVE HEREUNTO SET OUR HANDS AND SEALS
THIS THE DAY OF , 2020.
MILAN E. TIMM, OWNER
NOTARIAL CERTIFICATE
STATE OF )
COUNTY OF )
THIS FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY
THIS DAY OF , 2020.
MY COMMISSION EXPIRES:
NOTARY
PUBLIC
(SEAL)
BIKE PARKING PROVIDED (PHASE 1): 6 SPACES
1. FORT COLLINS MONTESSORI SCHOOL (FCMS) IS EXEMPT BY STATE LAY,
FROM A TYPICAL DEVELOPMENT REVIEW PROCESS, AND IS ONLY
REQUIRED TO HAVE ITS SITE DEVELOPMENT PLAN REVIEWED AND
COMMENTED ON.
2. FORT COLLINS MONTESSORI SCHOOL AS A COLORADO PUBLIC SCHOOL
IS NOT SUBJECT TO A TYPICAL DEVELOPMENT REVIEW APPROVAL
PROCESS. IT IS ONLY REQUIRED TO COMPLY WITH THE REQUIREMENTS
OF THE LOCATION STATUTE, AND APPLICABLE PERMITTING THAT IS
WILL BE OBTAINING THROUGH THE STATE FOR DEVELOPMENT OF THE
PROPERTY
SITE PLAN ADVISORY REVIEW (SPAR) NOTES
PERSPECTIVE RENDERING
PARKING REQUIRED - 1 / 1,000 SF (all phases): 32 SPACES
BIKE PARKING REQUIRED (PHASE 1): 6 SPACES
LEGAL DESCRIPTION:
LOT 1, MONTESSORI SUBDIVISION