HomeMy WebLinkAboutLot Certifications - 08/20/2019Accepted 8/20/2019 WL
X
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X X X
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X
FD
C
TSALPOLYN
DUCTILEIRON
TSALPOLYN
DUCTILEIRON
TSALPOLYN
DUCTILE IRON
TSALPOLYN
DUCTILEIRON
S
W
W
W W W W W W W W W W W W W W W
W
W
F
E/T/C
E/T/C
E/T/C
E/T/C
E/T/C
E/T/C
E/T/C
E/T/C
E/
T
/
C
E/
T
/
C
W
W
W
W
W
W
W
W
W
W
W
W
W
BASIN A6
INV. OUT=4917.93 (NE)
FG=4920.72
BASIN A5
INV. IN=4917.80 (SW)
INV. OUT=4917.80 (E)
FG=4920.66
BASIN A3.1
INV. OUT=4917.62 (SE)
FG=4920.09
45° BEND A4
INV. IN=4917.74 (W)
INV. OUT=4917.74 (NE)
FG=4918.51
TEE A3
INV. IN=4917.49 (SW)
INV. IN=4917.43 (NW)
INV. OUT=4917.49 (NE)
FG=4918.26
BASIN A2
INV. IN=4917.30 (SW)
INV. OUT=4917.33 (E)
FG=4919.24
38
.
4
4
L
F
8"
H
D
P
E
@
0
.
5
0
%
12.
3
3
L
F
8" H
D
P
E
@ 0
.
5
0
%
25.33 LF
8" HDPE
@ 0.50%
49
.
7
6
L
F
8
"
H
D
P
E
@
0
.
5
0
%
9.50 LF 8" HDPE @ 2.00%
10'
20'4.87' TRAIL
6.5' WALK
29.03
L
F
8
"
H
D
P
E
@
4
.
3
0
%
CONCRETE COLLAR A1
INV. IN=4916.08 (W)
FG=4916.85
5.0%2.5%
0.
8
%
3.2%
2.4%
1.9%
2.1%
2.0%
4.6%3.4%
2.
0
%
1.
6
%
4.3%2.0%
2.
8
%
3.0%
2.1%
2.8
%
4.1%
19
.
8
%
3.7
%
7.0
%
2.
0
%
2.0%
3.9%
2.8
%
4.
5
%
4.
5
%
2.
0
%
2.
0
%
0.6%
1.7%
(1
.
3
%
)
(0.9%)
(1
.
3
%
)
(0.4%)
(2.1%)
(4
.
3
%
)
(1.6%)
(1
.
1
%
)
0.5%
0.9%
1.7%
4.8%
8.
1
%
0.
7
%
33
.
9
%
20
.
8
%
2.0%
6.2%
2.
0
%
9:1
20
:
1
9:1
9:1
9:1
4:1
4:1
4:
1
4.5' TRAIL
4.6%
4.8
%
4.9
%
1.9%
4:1
4' TRAIL
21
.
5
7
20.9
3
21.9
7
21.9
7
22.02 21.5
5
21
.
2
1
21
.
1
0
20.0
9
21.12
21.12
20.9
4
21.02
21.06
21.10
22
.
1
1
(21.04)
21.59
22.
1
1
22
.
1
2
22.39
22.4
7
(2
2
.
9
2
)
(2
2
.
7
5
)
20.3
2
22.0
1
22.1
222.
1
2
22.
0
3
21
.
7
5
21
.
8
6
21.
6
8
22
.
0
2
21
.
3
3
21
.
5
0
21
.
5
8
21.
3
8
21.
3
0
20.8
2
20
.
6
8
20.
6
0
18.4
8
18.7
5
18.75
18.82
18.59
18.80
18.58
18.38
18.82
17
.
7
5
18.46
17.
3
4
16.8
4
17.6
2
21
.
4
4
21.4
4
21
.
6
2
HP
22
.
0
3
20
.
8
7
22.
7
0
24
.
3
5
22
.
1
2
21
.
4
5
21.1
2
20.9
7
20.9
7
21
.
6
3
21
.
7
1
21
.
4
4
21.34
21
.
3
4
22
.
1
1
22.11
22.11
21.44
22.
0
3
22.03
21
.
5
0
21.5
3
21
.
7
1
21.
4
4
21.43
22.
1
1
22.
1
2
22.
0
2
21.
4
4
20
.
6
6
22.12
(21.56)
(21.78)
(21
.
8
5
)
(21.11)
(20.98)
(20.9
3
)
(20.90)
(2
0
.
6
6
)
(20
.
7
7
)
20.99
(16
.
0
8
)
FFE=22.12
21.34
EMERGENCY
OVERFLOW
PATH
22
.
1
2
20.90
(1) 6" RISER
SWALE
FENCE
(SEE LANDSCAPE
PLANS)
EXISTING METER
PIT AND CURBSTOP
TRASH ENCLOSURE
(SEE ARCHITECT PLANS)
GRAVEL TRAIL
(SEE LANDSCAPE
PLANS FOR ADDITIONAL
INFORMATION)
RETAINING WALL
HEIGHT VARIES 18"-30"
(SEE LANDSCAPE
PLANS FOR ADDITIONAL
INFORMATION)
FENCE
(SEE LANDSCAPE
PLANS)
RAMP
21.8
9
21.92
21
.
8
4
21
.
9
6
22.
0
9
SWALE
EXISTING
RIPRAP
RUNDOWN
(14
.
3
9
)
18.8
0
(12.5
5
)
22.1
2
22.13
23.4
6
22.09
20.8821.
1
2
23.85
23.53
20.33
(13
.
0
0
)
(1
8
.
0
0
)
22.59
22.19
24.6
5
22.03
20
.
5
9
(15
.
5
9
)
4:
1
22.04
22
.
0
4
22.04
15
.
8
%
(
A
B
)
TSALPOLYN
DUCTILEIRON
TSALPOLYN
DUCTILEIRON
TSALPOLYN
DUCTILEIRON
TSALPOLYN
DUCTILEIRON
C.O
.
Sheet
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LEGEND:
EXISTING WATER SERVICE
EXISTING CURB/GUTTER FLOWLINE
4950
4:1PROPOSED SLOPE
PROPOSED CROSS GRADE
CONCENTRATED FLOW DIRECTION
PROPOSED STORM DRAIN WITH INLET
PROPOSED CONTOUR
EXISTING CONTOUR
79.45PROPOSED FINISH GROUND ELEVATION
(79.45)
LIGHT POLE
2.0%
PROJECT BOUNDARY
EXISTING SANITARY SEWER LINE
WEXISTING WATER LINE
E/T/CEXISTING ELECTRIC, TELEPHONE, AND CABLE
TSALPOLYN
DUCTILEIRON
SSEXISTING SANITARY SEWER LINE
EXISTING GROUND ELEVATION
GENERAL NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE
AREA OF THE WORK. BEFORE COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL
BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE
RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2.ALL WATER AND SANITARY SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT
COLLINS CONSTRUCTION STANDARDS, LATEST EDITION.
3.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL
BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT
TO CHANGE IN THE FIELD.
4.ALL EXISTING SANITARY SEWER SERVICES ARE APPROXIMATE AND SHALL BE FIELD
VERIFIED PRIOR TO CONSTRUCTION. ALL SEWER SERVICES TO BE UNUSED SHALL BE
ABANDONED AT THE MAIN AND COORDINATED WITH FORT COLLINS UTILITIES
(970-221-6700).
5.ALL EXISTING WATER SERVICES ARE APPROXIMATE AND SHALL BE FIELD VERIFIED PRIOR
TO CONSTRUCTION. ALL SEWER SERVICES TO THE UNUSED SHALL BE ABANDONED AT
THE MAIN AND COORDINATED WITH FORT COLLINS UTILITIES (970-221-6700)
6.PRIOR TO ORDERING MATERIAL AND MOBILIZING, CONTRACTOR SHALL FIELD LOCATE AND
VERIFY ELEVATIONS OF ALL CONCRETE AND ASPHALT TIE-INS, EXISTING SEWER MAINS,
WATER MAINS, AND ALL OTHER UTILITIES AT THE POINTS OF CONNECTION SHOWN ON THE
PLANS.
7.CONTRACTOR IS RESPONSIBLE FOR ALL THE REPAIRS AND REPLACEMENTS OF ANY
DAMAGED CURB AND GUTTER. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET
REPAIR STANDARDS.
8.ALL STORM SEWER SHALL BE PRIVATELY OWNED AND MAINTAINED.
9.ALL BASINS SHALL BE 12" NYLOPLAST DRAIN BASINS WITH 12" DOMED GRATE UNLESS
OTHERWISE NOTED.
10.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED
FOR PROTECTION FROM THE 100-YEAR STORM.
11.EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS SHALL
FOLLOW CITY REGULATIONS.
12.REFER TO SITE PLAN, LANDSCAPE PLAN, AND PLAT FOR ADDITIONAL INFORMATION.
13.ALL SPOT ELEVATIONS ARE FINISH GRADE UNLESS CALLED OUT OTHERWISE.
BENCHMARK/BASIS OF BEARING
PROJECT DATUM: NGVD 29
BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 4-07
SOUTHWEST CORNER OF TIMBERLINE RD. AND BEAR MOUNTAIN DR. DUE NORTH OF NEW POLICE BUILDING ON
SOUTHWEST CORNER OF A CATCH BASIN.
ELEVATION = 4939.66
BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 17-92
300 FEET SOUTH OF THE SOUTHWEST CORNER OF EAST DRAKE RD. AND TIMBERLINE RD, IN THE TOP OF AN
IRRIGATION STRUCTURE.
ELEVATION = 4935.51
PLEASE NOTE: THIS PLAN SET IS USING NGVD29 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE
USED NGVD29 UNADJUSTED (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS.
IF NAVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE
FOLLOWING EQUATION SHOULD BE USED:
NAVD88 = NGVD29 UNADJUSTED (PRIOR CITY OF FORT COLLINS DATUM) + 3.18
PROPOSED SWALE FLOWLINE
GRAD
GR
A
D
I
N
G
P
L
A
N
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
before you dig.Call
R
NORTH
( IN FEET )
010 10 20 30
1 INCH = 10 FEET
01
RECORD DRAWING
S
W
F
FDC
TSALPOLYN DUCTILEIRON
TSALPOLYN DUCTILE
IRON
TSALPOLYN DUCTILEIRON
TSALPOLYN DUCTILEIRON
4025 Automation Way, Suite C4
Fort Collins, CO 80525
970-232-9645
www.WashburnSurveying.com
Sheet 1 of 1 Project #: 2019-0009 Date last revised: Aug 8, 2019 Scale: 1"=15' Drawn: CDB
Scale: 1"=15'
MOORE ANIMAL HOSPITAL AS-BUILT EXHIBIT
LOT 3, BLOCK 4, BUCKINGHORSE FILING 2, LOCATED IN SECTION 20, TOWNSHIP 7 NORTH, RANGE 68 WEST OF
THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
ELEVATIONS SHOWN ARE FROM AN AS-BUILT SURVEY OF THE SITE
PERFORMED ON JULY 22 AND AUGUST 8, 2019
DETAIL A
SCALE: 1"=5'