HomeMy WebLinkAboutLot Certifications - 04/25/2025 (4)Grading/Stormwater Certification Accepted
(Certificate of Occupancy Released)
Accepted by:
Date:
☐ Escrow was held for CO and is now released
we mkapp
04/25/2025
4
EASEMENT
EXCLUSION
EASEMENT EXCLUSION
2 Story Wood w/
Covered Porches,
No Basement
TF=5093.70
FF=5093.70
92.6892.7092.9593.52
93.0
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8
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93.56 93.47
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92.91
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89
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3
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7.4'
4.
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57.1'
4.
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6.4'
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11.7'4.
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6.4'
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29.1'
4.
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25.8'3.
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9.1'
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3.0'
26
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1
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12.1'
20
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6
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25.8'
4.
8
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7.0'
4.
8
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29.1'
4.
8
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6.4'
6.
8
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10.7'
4.
5
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15.5'
6.
5
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12.4'2.
0
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3.8'
2.
0
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44.2'
15
.
1
'
S00°39'14"W 17.59'
S89°20'46"E 22.69'
S00°39'14"W
32.00'
N89°20'46"W
22.69'
S00°39'14"W 22.97'
N89°20'46"W 59.91'
S00°39'14"W 6.40'N89°20'46"W 114.19'
N00°27'21"E 20.16'
N00°05'03"W 58.80'
S89°20'46"E 174.93'
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ENTRY=92.16
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91.64
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92.39
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93.68
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Basketball Court
IMPALA CIRCLE
90
.
0
7
91
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7
6
91.9
RIM
DS
DS
TF=5092.19
FF=5092.19
SEE DETAIL
DS
DS
DS
93.59 92.
9
92.7
92.7
DS
DSDS
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92.06
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9
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MYRTLE COURT CONDOMINIUMS
IMPROVEMENT LOCATION CERTIFICATEFOR
LEGAL DESCRIPTION: A PORTION OF LOT 1, BLOCK 1 (BUILDING A), IMPALA REDEVELOPMENT,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
ADDRESS: 306 IMPALA CIRCLE
AS-BUILT ELEVATIONS FOR A DRAINAGE CERTIFICATE
for CALCON CONSTRUCTORS
No.REVISION BY DATE
DATE: 12/11/2024DRAWN BY: MAKPROJECT #: 1870-002
SCALE 1" = 20'
-TOP OF FOUNDATION:
5092.19, 5093.70
-GARAGE: N/A
-MOE: 5092.16
NOTICE: ALL BEARINGS, DISTANCES, AND
EASEMENTS ARE PER THE SUBDIVISION PLAT
UNLESS OTHERWISE NOTED
CALCON CONSTRUCTORS
INFORMATION
RECORDED ON:
DECEMBER 9, 2024
THE ATTACHED DRAWING SHOWS THE ELEVATIONS AND DRAINAGE PATTERNS THAT ARE THE
REGISTERED LAND SURVEYORS CERTIFIED FINDINGS OF THE FINISHED GROUND GRADES FOR
THE ABOVE DESCRIBED PROPERTY ON THE DATE PROVIDED ABOVE. THE ELEVATIONS AS
DEPICTED HEREON MAY CHANGE SUBSEQUENT TO THE DATE OF THE SURVEY DUE TO NATURAL
AND/OR ARTIFICIAL ACTIONS.
COLORADO P.L.S. NO. 38316
MATT E. LOCKWOOD DATE
_________________________________ ___________
PROFESSIONAL LAND SURVEYOR
-FINISHED FLOOR: 5092.19,
5093.70
FORT COLLINS | GREELEY | MESA | GOODYEAR | TUSCON | NORTH PHOENIX | FORT WORTH
northernengineering.com970.221.4158
04/10/2025
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DETAIL (1"-10')
92
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92
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DOWNSPOUT PIPED
TO STORM DRAIN
DOWNSPOUT PIPED
TO STORM DRAIN
XXXXXXXXXXXXXXX
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UD
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FFE=96.15
FFE=92.25
FFE=93.73
FFE=91.75
FFE=93.25
FFE=95.48
IMPALA CIRCLE
SO
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P
A
L
A
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26' EMERGENCY
ACCESS
EASEMENT
26' PUBLIC ACCESS &
EMERGENCY
ACCESS EASEMENT
20'
FL-FL
7' SIDEWALK
6' SIDEWALK
7' SIDEWALK
6'
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24' EMERGENCY
ACCESS EASEMENT
5'
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PUBLIC ACCESS
EASEMENT
(WIDTH VARIES)
3' CRUSHER FINES
94
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)
OWNER:
POUDRE R-1 SCHOOL DISTRICT
OWNER: TRISSELL, NICOLE/COGELL, CHRISTOPHER
408 S IMPALA DR.
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95.4
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96.15
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96.15
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94.42
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94.3
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94.5
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94.3
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94.18
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91.7
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88.20
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93.7
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93
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93.39
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93.6
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92.81
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93
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93.62
92.1
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90.9
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90.80
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89
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90.04
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92.2
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87.6
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88
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88.24
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88.70
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91
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90.73
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92.7
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92.1
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FFE=92.75
FFE=90.50
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FG
1.4%
2.6
%
90.7
5
91.1
9
91.3
3
91.00
91.13
92.58
94.6
1
95.2
3
95.4
8
96.0
0
95.01
94.8
0
94.7
2
94.6
2
95.22
95.
1
794.69
94.16
94.31
94
.
1
0
94.81
94.6
0
94.0
7
94.8
1
94.5
4
94.5
7
94.8
1
94.65
FFE=93.10
FFE=93.68
FFE=95.06
93.6
8
93.1
0
92.8
7
93.
3
3
92.8
1
94
.
6
6
94.5
2
94.9
4
FG
90
.
0
9
90.
1
7
90.
2
1
90.
3
0
90.6
0
92.8893.16 93.07
93.2
0
93.2
893.89 93.5
9
12.8%
13.5%
18
.
2
%
20
.
1
%
92.1
9
93.14
22
.
8
%
26
.
3
%
15
.
8
%
14
.
2
%
0.5%
90.7
5
94.17
93.61
93.5
7
(93.41)
(93.79)
(93.95)
(94.20)
93.97
93.8
4
93.68
94.4
3
5.9%
95.0
0
94.37
94.4
7
94.01
94.8
4
95.48
3.9%
94.
6
1
94.0
8 94.
2
1
94.7
5
95.48
94.9
3
94.39
94.3
6
94.42
94.8
2
94.92
94.4
9
94.5
5
94.
8
8
95.
0
0
94
.
5
9
92.22
94.8
6
94.4
2
95.
0
4
17.06 LF
12" HDPE
@ 0.50%
94.5
6
95.4
8
5.
8
%
5.0
%
91.99
90.20
FG
90.03
FG
90.45
FG
91.
0
1
FG
91.25
FG
92.0
9FG 90.8
6
2.
3
%
1.
5
%
10.6%
90.7
91.8%
94.
3
7
FG
94
.
4
8
FG
2.5
%
93.94
FG
90.
3
5
90.7
5
90.
8
2
90.79
90.0
0
90.81
90.98
90.74
15.2%
8.7%
16.4%
2.7%5.0%
91.77
91.78
1.5%
1.8%1.3%
1.1%
1.8%
1.5
%
91.82
5.
6
%
1.
8
%
91.4
8
90.0
4
91.85
88.5
3
91.7
2
91.28
91.56
1.0%
1.0%
1.
8
%
4.
8
%
2.
9
%
3.
3
%
5.
1
%
5.
9
%
5.
7
%
1.
8
%
90.75
91.8
5
91
.
8
9
92.5
492.2
6
9.7%
93.9
5
94.5
0
94.8
7
94.6
7
5.
3
%
94.0
0
2.1%
4.
9
%
4.
3
%
1.7%
1.9%
90.56
8.0%8.1%
89.24
89.
1
3
8.3%8.3%
88.1
4
1.8%
1.8%
PROPOSED 6'
CONCRETE PAN
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
PROPOSED AREA
DRAIN (TYP.)
ADA RAMP
W/ HANDRAILS
EXISTING 30" DRIVE-OVER
CURB & GUTTER
EXISTING VERTICAL
CURB & GUTTER
PROPOSED
SAWCUT (TYP.)
PROPOSED
CHASE
PROPOSED 3'X7'
CONCRETE RUNDOWN
W/ FOREBAY
PROPOSED
1' CHASE
PROPOSED FENCE (TYP.)PROPOSED GATE
ADA RAMP
W/ HANDRAILS
PROPOSED
ROCK WALL
INNER CRITICAL
ROOT ZONE (TYP.)
OUTER CRITICAL
ROOT ZONE (TYP.)
STORM DRAIN 2-2
SEE SHEET C 312
STORM DRAIN 2-4
SEE SHEET C 312
PROPOSED 3'
SIDEWALK CHASE
PROPOSED
1' SIDEWALK
CHASE (TYP)
PROPOSED
1' SIDEWALK
CHASE (TYP)
PROPOSED
1' SIDEWALK
CHASE (TYP)
PROPOSED 1'
SIDEWALK CHASE
(TYP)
PROPOSED
1' SIDEWALK
CHASE (TYP)
PROPOSED
1' SIDEWALK
CHASE (TYP)
PROPOSED 1' SIDEWALK
CHASE (TYP)
EASEMENT
EXCLUSION
PROPOSED 2'
CONCRETE PAN
PROPOSED 1'
SIDEWALK
CHASE (TYP)
PIPE CONNECTION
TO SIDEWALK
CHASE
PIPE CONNECTION
TO SIDEWALK
CHASE
1' RIBBON
CURB
SEAT WALL
(1.5' ABOVE SIDEWALK TYP.)
SEE LANDSCAPE PLANS
PROPOSED TRASH
ENCLOSURE 2
(EAST)
PROPOSED TRASH
ENCLOSURE 1
(NORTH)
STORM DRAIN 2
SEE SHEET C 311
3.2%
91.1
0
9.3
%
11
.
1
%
92.8
4
93.2
3
94.57
94.60
2.5
%
10.4
%
12.7
%
93.1
6
92.7
5
90.9
0
6" CONCRETE EDGE
(SEE LANDSCAPING
PLANS)
3.9
%
91.45
91.20
90.04
90.3790.39
90.
0
6
(88
.
8
2
)
±31'
FL-FL (TYP.)
86.70
86
.
8
6
5.7%
2.5%
4:
1
8:
187
.
7
0
87.7
0
88
.
3
0
2.8%
87.7
0
TOP OF
CONDUIT = 5084.88
94.
4
8
FG
2.1%
(3.7%
)
(3
.
0
%
)
UD
UDUDUD
TEE 2-2-0
INV. IN=5088.80 (W)
INV. IN=5088.80 (N)
INV. OUT=5088.80 (S)
FG=5089.97
5.48 LF 4" HDPE @ 0.20%
90° BEND 2-2-0.1
INV. IN=5088.81 (N)
INV. OUT=5088.81 (E)
FG=5090.68
32.82 LF 4" SLOTTED HDPE @ 0.20%
90° BEND 2-2-0.2
INV. IN=5088.88 (W)
INV. OUT=5088.88 (S)
FG=5089.60
CO 2-2-0.3
INV. OUT=5089.16 (E)
FG=5089.88
17.28 LF 4" SLOTTED HDPE @ 1.63%
DS
DS
UDUD
INLINE DRAIN A4
w/ 12" NYLOPLAST
PEDESTRIAN
GRATE ASSEMBLY
w/ FRAME AND ADAPTOR
TO CONNECT TO 6" HDPE
INV. IN=5089.09 (S)
INV. OUT=5089.09 (N)
FG=5091.78
INLINE DRAIN A6
w/ 12" NYLOPLAST
PEDESTRIAN
GRATE ASSEMBLY
w/ FRAME AND ADAPTOR
TO CONNECT TO 6" HDPE
INV. OUT=5089.18 (N)
FG=5091.77
CLEANOUT A2-1
INV. OUT=5088.96 (E)
FG=5091.30
TEE A3 (6"X4")
INV. IN=5088.91 (S)
INV. IN=5088.91 (W)
INV. OUT=5088.91 (N)
FG=5089.50
CONCRETE HEADWALL A1
INV. IN=5088.52 (SW)
FG=5089.12
5.45 LF
6" HDPE
@ 1.64%
10.99 LF
6" HDPE
@ 1.63%
7.81 LF 6" HDPE @ 0.50%
26.16 LF 4" SLOTTED HDPE @ 0.20%
1.7%
1.8%1.3%
1.1%
1.8%
1.6%
FFE=92.23
PROPOSED WALL
SEE LANDSCAPE
PLANS FOR
DETAIL
0.5%
1.5
%
0.9%
PROPOSED WALL
SEE LANDSCAPE PLANS
FOR DETAIL. PLACE
GRAVEL BACKFILL FROM
AROUND SLOTTED PIPE
TO FINISHED GRADE.
CONTRACTOR SHALL
PROVIDE SLEEVE FOR
STORM SEWER WALL
PENETRATION
18
.
1
4
L
F
6"
H
D
P
E
@
1
.
6
3
%
45° BEND A2
INV. IN=5088.61 (S)
INV. OUT=5088.61 (NE)
FG=5089.21
1.8%
1.6%
92.0
5
91.9
4
90.
0
6
91.
8
9
90.
0
4
90.
0
6
91.
8
9
91.
9
4
92.0
592.
2
3
92
.
2
3
91.8
5
91.2
1
91.8
2
91.8
5
91.85
91.85
91.78
91.77
TEE A5 (6"X6")
INV. IN=5089.13 (W)
INV. IN=5089.13 (S)
INV. OUT=5089.13 (N)
FG=5089.77
10.55 LF 6" HDPE @ 0.50%15.28 LF
6" HDPE
@ 0.50%
RD A5-1
INV. OUT=5089.20 (E)
FG=5089.80
91.85
90.
0
4
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
KEYMAP
Sheet
IM
P
A
L
A
R
E
D
E
V
E
L
O
P
M
E
N
T
of 32
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
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 FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.PROJECT DATUM: NAVD88
BENCHMARK 25-97 AT THE SOUTHWEST CORNER OF MULBERRY ST. AND TAFT HILL RD.,
ON A CONCRETE TRAFFIC SIGNAL BASE.
ELEVATION = 5071.25
BENCHMARK 24-97 ON A CONCRETE HEADWALL PIPE IN ROGERS PARK. SOUTH OF THE
PARKING AREA OF ROGERS PARK (150 FEET SOUTH OF LARGE BARN) 2500 BLOCK OF
MULBERRY ST.
ELEVATION = 5102.71
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 - 3.17'
BASIS OF BEARINGS
THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 7 NORTH,
RANGE 69 WEST OF THE 6TH P.M. BEARING NORTH 88°51'30", AS SHOWN ON ALTA.
HORIZONTAL DATUM
COORDINATE SYSTEM IS A NORTHERN ENGINEERING LOCAL COORDINATE SYSTEM
BASED ON MODIFIED STATE PLANE COORDINATES SCALED AT 1.00026470 (0.99973537)
ABOUT (0,0). LINEAL MEASURE IS BASED ON THE U.S. SURVEY FOOT.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH
DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE, GRADING
SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL MINIMUM
OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT
PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING CODE
REQUIREMENTS.
6.THE DEVELOPER SHALL OBTAIN A FLOODPLAIN USE PERMIT FROM THE CITY OF FORT
COLLINS AND PAY ALL APPLICABLE FLOODPLAIN USE PERMIT FEES PRIOR TO
COMMENCING ANY CONSTRUCTION ACTIVITY (BUILDING OF STRUCTURES, GRADING,
FILL, DETENTION, PONDS, BIKE PATHS, PARKING LOTS, UTILITIES, LANDSCAPED AREAS,
FLOOD CONTROL CHANNELS, ETC.) WITHIN THE CANAL IMPORTATION FLOODPLAIN AND
FLOODWAY. ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE
REQUIREMENTS OF CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE.
7.CONSTRUCTION OF NEW STRUCTURES, HARD SURFACE PATHS, WALKWAYS,
DRIVEWAYS, WALLS, AND PARKING AREAS IS PROHIBITED IN THE FLOODWAY UNLESS
NO-RISE CONDITIONS ARE MET, PER SECTION 10-45 OF CITY CODE. ANY
CONSTRUCTION ACTIVITIES IN THE REGULATORY FLOODWAY MUST ALSO INCLUDE A
NO-RISE CERTIFICATION PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN
COLORADO.
8.STORAGE OF EQUIPMENT AND MATERIALS (TEMPORARY OR PERMANENT) IS NOT
ALLOWED IN THE FLOODWAY.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
LEGEND:
PROPOSED GRADE BREAK
MATCH LINE - SEE SHEET C 402
C 401
GR
A
D
I
N
G
P
L
A
N
17
C 401
C 402
C 403
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.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. IF ACTIVE NESTS ARE FOUND, THE CITY ENVIRONMENTAL PLANNER WILL
DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY.
10.PRIOR TO ANY ONSITE DISTURBANCE PLEASE CONTACT CITY FORESTRY AT CTOMLINSON@FCGOV.COM FOR
COORDINATION OF TREE PROTECTION REQUIREMENTS.
11.HYDRO-EXCAVATION OR AIR SPADING SHALL BE DONE AT THE FURTHEST EDGE OF THE DISTURBANCE AREA WITHIN THE
CRITICAL ROOT ZONE OF THE TREE DEFINED AS 1 FT. RADIUS FROM THE TRUNK FOR EACH INCH OF DIAMETER
MEASURED AT 4.5 FT FROM THE GROUND (DBH). AT THE EDGE OF DISTURBANCE, A 2 FT DEEP AND 6 IN WIDE TRENCH
WILL BE MADE TO EXPOSE ANY EXISTING ROOTS USING A PRESSURE SETTING OF LESS THAN 1800 PSI. ALL ROOTS OVER
3 INCHES IN DIAMETER WILL BE INSPECTED BY THE FORESTRY DIVISION PRIOR TO CUTTING OR DISTURBING. ANY ROOT
UNDER THIS DIAMETER WILL BE CUT CLEANLY AT THE FURTHEST POSSIBLE POINT AWAY FROM THE TREE WITH A SHARP
HAND SAW (NO ROTARY BLADE OR CHAINSAW). THE TREE WILL BE KEPT WELL-WATERED DURING THIS WORK MAKING
SURE THE SOIL STAYS MOIST TO A DEPTH OF 12 IN UNTIL PERMANENT IRRIGATION IS INSTALLED. ALL TREE PROTECTION
TO STAY IN PLACE UNTIL THIS PROCESS IS COMPLETED. PRIOR TO PERFORMING THIS ACTIVITY PLEASE CONTACT THE
FORESTRY DEPARTMENT TO ENSURE THAT ALL HYDRO-EXCAVATION IS APPROVED PRIOR TO START.
12.SEE LANDSCAPE PLANS FOR TREE PROTECTION DETAIL.
13.IN AREAS WHERE THE CRITICAL ROOT ZONE WILL BE IMPACTED, CONTRACTOR SHALL HAND-EXCAVATE TO THE EXTENT
POSSIBLE. IF ROOTS LARGER THAN 2" IN DIAMETER ARE ENCOUNTERED, NOTIFY THE LANDSCAPE ARCHITECT
IMMEDIATELY.
TREE DIAMETER AT
BREAST HEIGHT (IN)
AUGER DISTANCE FROM
FACE OF TREE (FT)
0-2 1
3-4 2
5-9 5
10-14 10
15-19 12
OVER 19 15
TREE PROTECTION NOTES:
9. GROUND FLOOR AND PATIO ELEVATIONS ARE FLUSH WITH FINISHED FLOOR
ELEVATIONS. ALL PATIOS SLOPE AWAY FROM THE BUILDING AT 2%.
10. COORDINATE BUILDING ENTRANCE AND DOOR ELEVATIONS PRIOR TO
CONSTRUCTION. REFERENCE ARCH & STRUCTURAL PLANS FOR ELEVATIONS
INTERNAL TO BUILDING
1
AS
I
-
0
1
:
D
O
W
N
S
P
O
U
T
R
E
V
.
MC
R
07
/
1
8
/
2
0
2
3
2
AS
I
-
0
3
:
D
O
W
N
S
P
O
U
T
,
S
T
O
R
M
,
S
W
C
H
A
S
E
R
E
V
.
MC
R
09
/
1
4
/
2
0
2
3
3
PA
R
K
E
Q
U
I
P
M
E
N
T
A
N
D
G
R
A
D
I
N
G
R
E
V
I
S
I
O
N
MC
R
11
/
1
7
/
2
0
2
3
NORTH
PARK UNDERDRAIN DETAIL
BUILDING A COURTYARD DETAIL
NORTH
7
AD
A
G
R
A
D
I
N
G
A
N
D
T
R
A
S
H
E
N
C
L
O
S
U
R
E
R
E
V
.
MC
R
03
/
0
1
/
2
0
2
4
8
AS
I
-
0
8
:
I
R
R
I
G
A
T
I
O
N
S
I
P
H
O
N
A
N
D
P
A
R
K
R
E
V
I
S
I
O
N
MC
R
05
/
0
1
/
2
0
2
4
9
AS
I
-
1
0
:
R
E
T
A
I
N
I
N
G
W
A
L
L
A
N
D
S
I
D
E
W
A
L
K
R
E
V
.
MC
R
06
/
0
3
/
2
0
2
4
REVISIONS CONTINUED:
10 GRADING REVISION MCR 08/09/2024
Building 1
EASEMENT
EXCLUSION
EASEMENT EXCLUSION
2 Story Wood w/
Covered Porches,
No Basement
4.0'
38
.
3
'
7.4'
4.
8
'
57.1'
4.
8
'
6.4'
4.
0
'
11.7'4.
0
'
6.4'
4.
8
'
29.1'
4.
8
'
7.0'
4.
8
'
25.8'3.
0
'
9.1'
8.
6
'
3.0'
26
.
1
'
12.1'
20
.
6
'
25.8'
4.
8
'
7.0'
4.
8
'
29.1'
4.
8
'
6.4'
6.
8
'
10.7'
4.
5
'
15.5'
6.
5
'
12.4'2.
0
'
3.8'
2.
0
'
44.2'
15
.
1
'
S00°39'14"W 17.59'
S89°20'46"E 22.69'
S00°39'14"W
32.00'
N89°20'46"W
22.69'
S00°39'14"W 22.97'
N89°20'46"W 59.91'
S00°39'14"W 6.40'N89°20'46"W 114.19'
N00°27'21"E 20.16'
N00°05'03"W 58.80'
S89°20'46"E 174.93'
NOTE #1
IM
P
A
L
A
D
R
I
V
E
3.8'
4.0'
10.4'
4.0'
3.9'
10.3'
Basketball Court
IMPALA CIRCLE
ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS IMPROVEMENT LOCATION
CERTIFICATE WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY
DEFECT IN THIS IMPROVEMENT LOCATION CERTIFICATE BE COMMENCED MORE THAN TEN YEARS AFTER THE DATE OF THE CERTIFICATION
SHOWN HEREON.
DATE: 12/11/2024DRAWN BY: MAKPROJECT #: 1870-002
NOTICE:
MYRTLE COURT CONDOMINIUMS
IMPROVEMENT LOCATION CERTIFICATEFOR
CALCON CONSTRUCTORS
NOTICE: ALL BEARINGS, DISTANCES, AND EASEMENTS ARE PER THE SUBDIVISION PLAT UNLESS OTHERWISE NOTED.
CALCON CONSTRUCTORS
COLORADO P.L.S. NO. 38316
MATT E. LOCKWOOD
I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED FOR CALCON CONSTRUCTORS, THAT IT IS NOT A LAND
SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING, OR OTHER
FUTURE IMPROVEMENT LINES. THIS CERTIFICATE IS VALID ONLY FOR USE BY CALCON CONSTRUCTORS AND DESCRIBES THE PARCEL'S
APPEARANCE ON DECEMBER 9, 2024.
I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, DECEMBER 9, 2024 EXCEPT UTILITY
CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE
DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED AND THAT THERE IS NO APPARENT EVIDENCE OR
SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED.
S:\SURVEY JOBS\1870-002\DWG\ILC-GC\1870-002 VILLAGE ON IMPALA BUILDING A.DWG
IMPROVEMENT LOCATION CERTIFICATE
FOR
IMPALA REDEVELOPMENT
No.REVISION BY DATE
FORT COLLINS | GREELEY | MESA | GOODYEAR | TUSCON | NORTH PHOENIX | FORT WORTH
northernengineering.com970.221.4158
LEGAL DESCRIPTION: A PORTION OF LOT 1, BLOCK 1 (BUILDING A), IMPALA REDEVELOPMENT,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
ADDRESS: 306 IMPALA CIRCLE
NOTE #1:
TIE: N01°47'03"W, 269.90' TO THE
NORTHWEST CORNER OF LOT 1,
BLOCK 1, IMPALA REDEVELOPMENT,
#4 REBAR W/BPC, PLS 38470
12/13/2024