HomeMy WebLinkAboutDocument Markups - Utility Plan - 08/11/2025TT
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NO4
112.44'
S 0
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°
0
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'
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3
"
E
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9
0
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'
77.62
'
N 90°00'00" W 109.60'
19
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0
'
49.98'
19
0
.
0
0'
(
R
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225.14'
20
'
10'
S 0
0
°
1
2'1
8
"
E
1
6
3
.4
6
'
30.18
'
46
.
6
7
'
52.73'
74.99'S 89°55'41" E 400.00'
44.83
'
13.39'
40.69
'
111.4
3
'
100.03'
N 89°55'12" W 324.72'
74.91'225.14'
174.72'140.00' (R)
S 0
0
°
1
2'1
8
"
E
1
5
4
.6
1
'
5
8
7
6
1
2
3
4
9 10
11
19
0
'
(
R
)
175.5' (R)
112' (
R
)
123' (
R
)
40
0
'
(R
)
18
9
.
5
3
' (
M
E
A
S
.)
HELD
75.00' (R)N 89°55'41" W 100.00'
S 89°55'42" E47.19'
100' (R)
50' (R)75' (R)
75.00' (R)
75' (R)
100' (R)
100' (R)
(MEAS.)
(R
)
-
H
E
L
D
E. OAK STREET
E. MOUNTAIN AVE.
PE
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R
S
O
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WH
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B
E
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RIVE
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A
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E
.
20' ALLEY
10
'
A
L
L
E
Y
S 89°55'42" E 400.00'
N 0
0
°
1
2'2
1
"
W
1
9
0
.
0
0
'
400' (R)
400' (R)
BLOCK 151
S 48°
3
2
'27"
E
388
.73'
S 0
0
°
1
2'1
9
"
E
4
0
0
.2
0
'
LOT
1
6
LOT
1
5
LOT
1
4
LOT
13LOT
1
2
LOT
1
1
LOT
1
0
LOT
9
LOT
2
2
LOT
2
1
LOT
2
0
LOT
1
9
LOT
1
8
LOT
1
7
E. OAK STREET100' RIGHT OF WAYRECEPTION NO. 1727 (1873)
WH
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B
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E
S
T
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10
0
'
R
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P
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O
.
1
7
2
7
(
1
8
7
3
)
RIVE
R
S
I
D
E
A
V
E
.
140'
R
I
G
H
T
O
F
W
A
Y
REC
E
P
T
I
O
N
N
O
.
1
7
2
7
(
1
8
7
3
)
20' ALLEYRECEPTION NO. 1727 (1873)
CITY
O
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F
O
R
T
C
O
L
L
I
N
S
LOC
A
L
H
I
G
H
FLO
O
D
W
A
Y
LOT
1
4
TRACT D
CITY OF FORT COLLINS
RECEPTION NO. 1727 (1873)
10'
V
A
C
A
T
E
D
R
I
G
H
T
O
F
WAY
BOO
K
9
7
5
,
P
G
4
7
(
1
9
5
4
)
15'
15' VACATED RIGHT OF
WAY
BOOK 975, PG 47 (1954)
140'
100'
100'
LOT 14
BLOCK 152
CITY OF FORT COLLINS
RECEPTION NO. 1727 (1873)
LOT 5
BLOCK 162
CITY OF FORT COLLINS
RECEPTION NO. 1727 (1873)
BLOCK 151
CITY OF FORT COLLINS
RECEPTION NO. 1727 (1873)
LOT 17, REPLAT OF THE
NORTH
HALF OF BLOCK 151
CITY OF FORT COLLINS
RECEPTION NO. 68387 (1901)
LOT
1
3
OWNER: CITY OF FORT
COLLINS
RECEPTION NO. 19940025798
100'
R
I
G
H
T
O
F
W
A
Y
40' V
A
C
A
T
E
D
R.O.
W
DOC
U
M
E
N
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S
NOT
P
R
O
V
I
D
E
D
OWNER:
EAST LINCOLN PROPERTIES
RECEPTION NO. 20090074184
AND 20110015067
N 0
0
°
0
7
'0
6
"
E
9
4
7
.
3
1
'
SE
C
T
I
O
N
T
I
E
CITY
O
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F
O
R
T
C
O
L
L
I
N
S
HIGH
F
L
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P
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N
85'
N 89°55'41" W 100.00'
S 89°55'42" E47.19'
STONE PATIO
FOUNTAINST
O
N
E
W
A
L
L
ST
O
N
E
P
A
T
H
ST
O
N
E
P
A
T
H
ST
O
N
E
P
A
T
H
COVERED DECK/ENTRY
RE
S
I
D
E
N
C
E
O
N
ST
O
N
E
F
O
U
N
D
A
T
I
O
N
FF
=
4
9
7
4
.
5
GARAGE ON SLAB
FF=4971.2
STORAGE AREA
NO FOUNDATION
COVERED DECK/ENTRY
CONCRETE
WALK
CO
N
C
R
E
T
E
WA
L
K
CON
C
R
E
T
E
WALK
EDGE OF ASPHALT/
VERTICAL CURB AND GUTTER
STORM
INLET BOX
EDG
E
O
F
A
S
P
H
A
L
T
/
VER
T
I
C
A
L
C
U
R
B
A
N
D
G
U
T
T
E
R
STO
R
M
INL
E
T
B
O
X
ED
G
E
O
F
A
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P
H
A
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T
/
VE
R
T
I
C
A
L
C
U
R
B
A
N
D
G
U
T
T
E
R
CONCRETE
DRIVE APPROACH
EDGE OF ASPHALT
CI
T
Y
O
F
F
O
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T
CO
L
L
I
N
S
HI
G
H
F
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N 0
0
°
1
0
'
5
9
" W
1
9
0
.
0
0
'
S 48°3
2
'27" E
70.58'
S 0
0
°
1
2
'
2
1
"
E
1
4
3
.
3
3
'
CI
T
Y
O
F
F
O
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T
C
O
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S
HI
G
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F
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O
O
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P
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LO
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E
V
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A
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E
D
B
Y
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P
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A
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9' UTILITY EASEMENT
DEDICATED BY THIS
PLAT
6.8'
4.6
'
9.1'
1.0'
2.6'
1.0'
4.7'
4.7'
4.7'
1.0'
2.7'
29
.
8
'
15.8'
7.3
'
20.3'
30
.
5
'
4.3'
1.0'
18
.
0
'
12.4'
18
.
0
'
12.4'
15
.
9
'
0.
5
'
26.7'
108
109110
153
201
206
209
212
217
222
223
224
237
4 OS COR BLDG
EC2
EC5
301
302303
304 305
306
CI
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I
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HI
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F
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P
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A
I
N
1.FORT COLLINS HAS ACTIVE IRRIGATION IN THE PUBLIC RIGHT-OF-WAY ALONG
RIVERSIDE AVENUE AND WHEDBEE STREET, AND MAY ALSO ENCROACH ONTO
THE PRIVATE PROPERTY PORTION OF THIS DEVELOPMENT. ANY IRRIGATION
LINES, INFRASTRUCTURE, OR RELATED EQUIPMENT THAT IS DISTURBED,
DAMAGED, DESTROYED, OR MOVED, SHALL BE PROMPTLY REPLACED AND/OR
REPAIRED AT NO COST TO THE CITY. CITY OF FORT COLLINS PARKS
DEPARTMENT SHALL BE NOTIFIED IMMEDIATELY IF ANY TREES, SHRUBS, OR
IRRIGATION IS DAMAGED BY CONSTRUCTION. ANY DAMAGE SHALL BE
REPAIRED/REPLACED BY THE CONTRACTOR AT THE DIRECTION OF THE PARKS
DEPARTMENT.
30
3
2
4
7
0
4
0
5
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bcd
No.Date Description
Revision Schedule
Follow manufacturer installation instructions and industry best practices, typical. Advise design team in a timely manner if clarifications are required.
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P
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C0.01
Existing Conditions Site
Plan
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4
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Project Issue Date: 2025.08.11
Project Status: FDP
Ka
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1" = 30'-0"1 Existing Site PlanIrrigation Note
N
N
0
0
°
1
0
'
5
9
"
W
1
9
0
.
0
0
'
S 48
°
3
2
'
2
7
"
E
70.5
8
'
S
0
0
°
1
2
'
2
1
"
E
1
4
3
.
3
3
'
6.8'
4.
6
'
9.1'
1.0'
2.6'
1.0'
4.7
'
4.7'
4.7
'
1.0'
2.7'
29
.
8
'
15.8'
7.
3
'
20.3'
30
.
5
'
4.3'
1.0'
18
.
0
'
12.4'
18
.
0
'
12.4'
STONE PATIO
FOUNTAINST
O
N
E
W
A
L
L
ST
O
N
E
P
A
T
H
ST
O
N
E
P
A
T
H
ST
O
N
E
P
A
T
H
COVERED DECK/ENTRY
RESIDENCE ON
STONE FOUNDATION
FF=4974.5
GARAGE ON SLAB
FF=4971.2
STORAGE AREA
NO FOUNDATION
COVERED DECK/ENTRY
CONCRETE WALK
CO
N
C
R
E
T
E
W
A
L
K
CON
C
R
E
T
E
W
A
L
K
EDGE OF ASPHALT/
VERTICAL CURB AND GUTTER
STORM
INLET BOX
EDG
E
O
F
A
S
P
H
A
L
T
/
VER
T
I
C
A
L
C
U
R
B
A
N
D
G
U
T
T
E
R
STO
R
M
INL
E
T
B
O
X
ED
G
E
O
F
A
S
P
H
A
L
T
/
VE
R
T
I
C
A
L
C
U
R
B
A
N
D
G
U
T
T
E
R
CONCRETE
DRIVE APPROACH
EDGE OF ASPHALT20' ALLEY
RECEPTION NO. 1727 (1873)
15
.
9
'
0.
5
'
26.7'
CIT
Y
O
F
F
O
R
T
C
O
L
L
I
N
S
LOC
A
L
H
I
G
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F
L
O
O
D
W
A
Y
4971
4973
49
7
2
4971
49
7
1
4971
497
2
497
1
4972
49
7
2
LOT
1
4
LOT
1
7
E. OAK STREET
100' RIGHT OF WAY
RECEPTION NO. 1727 (1873)
WH
E
D
B
E
E
S
T
R
E
E
T
10
0
'
R
I
G
H
T
O
F
W
A
Y
RE
C
E
P
T
I
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N
N
O
.
1
7
2
7
(
1
8
7
3
)
RIV
E
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I
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A
V
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.
140
'
R
I
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H
T
O
F
W
A
Y
REC
E
P
T
I
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N
N
O
.
1
7
2
7
(
1
8
7
3
)
CIT
Y
O
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F
O
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C
O
L
L
I
N
S
HIG
H
F
L
O
O
D
P
L
A
I
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CI
T
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O
F
F
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C
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I
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HI
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P
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A
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N
N 89°55'41" W 100.00'
S 89°55'42" E
47.19'
112.44'
S
0
0
°
0
9
'
5
3
"
E
1
9
0
.
0
0
'
77.6
2
'
N 90°00'00" W 109.60'
19
0
.
2
0
'
49.98'
19
0
.
0
0
'
(
R
)
225.14'
20
'
10'
S
0
0
°
1
2
'
1
8
"
E
1
6
3
.
4
6
'
30.1
8
'
46
.
6
7
'
52.73'
74.99'
S 89°55'41" E 400.00'
44.8
3
'
13.3
9
'
40.6
9
'
111
.
4
3
'
100.03'
N 89°55'12" W 324.72'
74.91'225.14'
174.72'140.00' (R)
S
0
0
°
1
2
'
1
8
"
E
1
5
4
.
6
1
'
5
8
7
6
1 2
3
4
9 10 11
19
0
'
(
R
)
175.5' (R)
112
'
(
R
)
123
'
(
R
)
40
0
'
(
R
)
18
9
.
5
3
'
(
M
E
A
S
.
)
HELD
75.00' (R)N 89°55'41" W 100.00'
N
0
0
°
1
0
'
5
9
"
W
1
9
0
.
0
0
'
S 89°55'42" E
47.19'
S 48
°
3
2
'
2
7
"
E
70.5
8
'
S
0
0
°
1
2
'
2
1
"
E
1
4
3
.
3
3
'
100' (R)50' (R)75' (R)
75.00' (R)
75' (R)
100' (R)
100' (R)
(MEAS.)
(R
)
-
H
E
L
D
E. OAK STREET
E. MOUNTAIN AVE.
PE
T
E
R
S
O
N
S
T
R
E
E
T
WH
E
D
B
E
E
S
T
R
E
E
T
RIV
E
R
S
I
D
E
A
V
E
.
20' ALLEY
10
'
A
L
L
E
Y
S 89°55'42" E 400.00'
N
0
0
°
1
2
'
2
1
"
W
1
9
0
.
0
0
'
400' (R)
400' (R)
BLOCK 151
S 48
°
3
2
'
2
7
"
E
3
8
8
.
7
3
'
S
0
0
°
1
2
'
1
9
"
E
4
0
0
.
2
0
'
LOT
1
6
LOT
1
5
LOT
1
4
LOT
1
3
LOT
1
2
LOT
1
1
LOT
1
0
LOT
9
LOT
2
2
LOT
2
1
LOT
2
0
LOT
1
9
LOT
1
8
LOT
1
7
VICINITY MAP
BLOCK BREAK DOWN
MONUMENTATION
1 - FOUND 5/8" REBAR WITH 1-1/2" ALUMINUM CAP "PLS 28289"
2 - FOUND 5/8" REBAR WITH 1-1/2" ALUMINUM CAP "PLS 28289"
(NOTE MONUMENT IS 2.82 FEET EAST OF CALCULATED RIGHT OF WAY LINE SHOWN)
3 - FOUND 1/2" REBAR WITH OUT A CAP OF CALCULATED RIGHT OF WAY LINE SHOWN)
4 - FOUND 1/2" REBAR WITH 1" PLASTIC CAP "LS 4502 - STEWART AND ASSOC"
(NOTE MONUMENT IS 0.08 FEET NORTHEAST OF CALCULATED RIGHT OF WAY SHOWN)
5 - FOUND 1" STEEL BAR SET IN CONCRETE
6 - FOUND 1/2" REBAR WITH 1" PLASTIC CAP MARKED "LS 7839 - STEWART AND ASSOC"
7 - FOUND 1/2" REBAR WITH OUT A CAP
8 - FOUND 1" IRON PIPE
9 - FOUND 1/2" SQUARE BAR
10 - FOUND BOLT WITH SQUARE HEAD
11 - FOUND 3/4" IRON PIPE
(NOTE MONUMENT IS 0.47 FEET NORTH OF CALCULATED RIGHT OF WAY LINE SHOWN)
*INDICATES THE POSITION WAS HELD AS TO CREATE RIGHT OF WAY LINE
SET 1/2" REBAR WITH 1" PLASTIC CAP MARKED "LS 38692"
LEGAL DESCRIPTION:
LOTS 15 AND 16, BLOCK 151, IN THE CITY OF FORT COLLINS,
COUNTY OF LARIMER, STATE OF COLORADO.
NOTES
- THIS SURVEY IS BASED ON A TITLE COMMITMENT PROVIDED BY STEWART TITLE
GUARANTEE COMPANY, COMMITMENT NUMBER: 3117524-04210, DATED AUGUST 28,
2024 AT 7:00AM.
- THIS PARCEL IS FOUND IN A ZONE X FLOOD HAZARD AREA PER THE FEMA FIRM MAP
NUMBER 08069C0979H. THE PARCEL IS LOCATED IN THE LOCAL CITY OF FORT COLLINS
HIGH FLOOD PLAIN AND THE LOCAL CITY OF FORT COLLINS HIGH FLOODWAY IS
IDENTIFIED ON THIS SURVEY.
- SUBJECT PROPERTY ADDRESS IS 426 EAST OAK STREET, FORT COLLINS, CO 80524.
- ALL UTILITIES ARE SHOWN USING SURFACE EVIDENCE ONLY, UTILITY LOCATES WERE
NOT ORDERED FOR THIS SURVEY.
- ELEVATIONS ARE BASED ON THE NAVD 88 VERTICAL DATUM VERIFIED BY CITY OF
FORT COLLINS BENCH MARK 7-00. SAID BENCH MARK HAVING A PUBLISHED
ELEVATION OF 4989.03 AND IS LOCATED ON A STREET LIGHT POLE BASE IN THE
SOUTHEAST CORNER OF STOVER ST. AND ELIZABETH ST.
- BEARINGS ARE BASED ON THE NORTH LINE OF BLOCK 151 TO BEAR N90°W BETWEEN
TWO FOUND 5/8" REBARS WITH 1-1/2" ALUMINUM CAPS MARKED "PLS 28289".
- LINEAR UNITS ARE SHOWN IN U.S. SURVEY FOOT
- THE TOTAL AREA CONTAINS 17,762 SQUARE FEET (0.408 ACRES) MORE OR LESS.
SCHEDULE B-2 EXCEPTIONS
1. - 8. (LOCATION CANNOT BE DETERMINED BY RECORDED/PROVIDED DOCUMENTS)
9.EASEMENTS, RIGHTS OF WAY AND ROADS AS SHOWN ON THE PLAT OF THE
TOWN OF FORT COLLINS RECORDED IN PLAT BOOK 1, PAGE 48.
EASEMENTS AND RIGHT OF WAYS ARE SHOWN ON SURVEY.
10.TERMS, CONDITIONS, PROVISIONS, AGREEMENTS, EASEMENTS, AND
OBLIGATIONS SPECIFIED UNDER THE DEED OF LIMITED CONSERVATION EASEMENT
IN GROSS RECORDED AUGUST 27, 1997 AT RECEPTION NO. 97055344.
ITEM IS BLANKET IN NATURE.
11.TERMS, CONDITIONS, PROVISIONS, AGREEMENTS, EASEMENTS, AND
OBLIGATIONS SPECIFIED UNDER THE ORDINANCE NO. 187, 2000 RECORDED AUGUST
28, 2002 AT RECEPTION NO. 2002091567.
ITEM IS BLANKET IN NATURE.
CERTIFICATION:
I CHRISTOPHER L. THEW, A DULY LICENSED PROFESSIONAL LAND SURVEYOR IN THE
STATE OF COLORADO, DO HEREBY CERTIFY THAT THE SURVEY REPRESENTED BY THIS
PLAT IS THE RESULTS OF A SURVEY MADE BY ME OR UNDER BY DIRECT SUPERVISION.
SURVEYOR: CHRISTOPHER L. THEW, PE-PLS
NOTICE: According to Colorado law you must commence any legal
action based upon any defect in this survey within three years after you
first discover such defect. In no event, may any action based upon any
defect in this survey be commenced more than ten years from the date
of the certification shown hereon.
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1
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
SITUATE IN THE SOUTHWEST 1/4 OF SECTION 12, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M.,
IMPROVEMENT SURVEY PLAT
LEGEND
AIR CONDITIONER
ELECTRIC METER - CONDUIT
UTILITY POLE
TELECOMMUNICATION PEDESTAL
TELECOMMUNICATION MANHOLE
FIRE HYDRANT
WATER VALVE
IRRIGATION CONTROL VALVE-BOX
GAS METER
SIGN
FENCE LINE - WOOD
FENCE LINE - WIRE
FENCE LINE STEEL RAIL
OVERHEAD WIRE-GENERAL
BOUNDARY LINE
PLAT LOT LINE
PARCEL LINE
FORT COLLINS LOCAL FLOOD ZONE LINE
CONTOUR MAJOR
CONTOUR MINOR
RECORD DISTANCE(R)
5000
5001
**
*
*
*
*
*
*
18.4'
BASIS OF BEARINGS
9
7
'
-
6
"
9
7
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-
9
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9
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-
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97
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97
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97
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9
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97
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9
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9
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9
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9
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97
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9
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9
8
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-
0
"
9
8
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-
3
"
Historic ash pit
Existing garage
2.1%
3.1%
1.1%
Existing House
FF 4974.5
Arch 100.75
Blue dashed line is
10' offset from ADU
foundation
Historic ash pit
Blue dashed line is
10' offset from ADU
foundation
Setbacks
Parking
Existing House
FF 4974.5
Arch 100.75
ADU
Arch 100' - 0"
=
Civil 4973.75
T.O. Foundation = 98' - 9"
5.0%
5.
0
%
5.
0
%
5.0%
5.3%
1.1%
2.1%
Blue dashed line is
10' offset from ADU
foundation
Historic ash pit
Blue dashed line is
10' offset from ADU
foundation
Setbacks
Parking (e) Garage to be
demo'd
ADU
Arch 100' - 0"
=
Civil 4973.75
T.O. Foundation = 98' - 9"
Existing House
FF 4974.5
Arch 100.75
30
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1
bcd
No.Date Description
Revision Schedule
Follow manufacturer installation instructions and industry best practices, typical. Advise design team in a timely manner if clarifications are required.
Th
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P
M C1.01
C1.01
Grading & Drainage Plans
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Project Issue Date: 2025.08.11
Project Status: FDP
Ka
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1" = 10'-0"1 Grading - Existing
1" = 10'-0"2 Grading - Proposed
1" = 10'-0"3 Grading - Overlay
N
CONTOURS ARE AT 3" INTERVALS. ADU T.O. Subfloor = Architectural 100' - 0" = Civil 4973.75
Existing House
1,385sf impervious
Existing Garage to be removed
287sf impervious
Paths and patio are historic
existing flagstone with open
joints, 769 s.f.
Portion of historic existing
flagstone with open joints to be
removed, 27 s.f.
Existing House
1,385sf impervious
Paths and patio are historic
existing flagstone with open
joints, 796 s.f.
New ADU
1,084sf impervious
New path to match existing
flagstone with open joints, thus
pervious, 495 s.f.
Gravel parking area, 342 s.f.
S ODAROLOCFOETAT
Christopher R. Herr
400375
HCITECTLICENSEDAR
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No.Date Description
Revision Schedule
Follow manufacturer installation instructions and industry best practices, typical. Advise design team in a timely manner if clarifications are required.
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P
M C1.02
C1.02
Pervious Impervious
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Project Issue Date: 2025.08.11
Project Status: FDP
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N
1/16" = 1'-0"1 Pervious Existing
1/16" = 1'-0"2 Pervious Proposed
CONTOURS ARE AT 3" INTERVALS. ADU T.O. Subfloor = Architectural 100' - 0" = Civil 4973.75
Proposed
ADU
Existing House
Rive
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e
A
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e
.
Arter
i
a
l
E Oak St.
Local
Alley
UG Electrical
Utility pole
Fire hydrant
M
UG Communcation
OH Communication
UG Sanitary Sewer (proposed)
UG Sanitary Sewer
UG Domestic Water
UG Electrical (proposed)
M
UG Domesitic Water (proposed)
Construction Toilet
Straw wattle
erosion barrier
(e) Fence
Construction
fence around
historic ash pit
Existing House
1.FORT COLLINS HAS ACTIVE IRRIGATION IN THE PUBLIC RIGHT-OF-WAY ALONG
RIVERSIDE AVENUE AND WHEDBEE STREET, AND MAY ALSO ENCROACH ONTO
THE PRIVATE PROPERTY PORTION OF THIS DEVELOPMENT. ANY IRRIGATION
LINES, INFRASTRUCTURE, OR RELATED EQUIPMENT THAT IS DISTURBED,
DAMAGED, DESTROYED, OR MOVED, SHALL BE PROMPTLY REPLACED AND/OR
REPAIRED AT NO COST TO THE CITY. CITY OF FORT COLLINS PARKS
DEPARTMENT SHALL BE NOTIFIED IMMEDIATELY IF ANY TREES, SHRUBS, OR
IRRIGATION IS DAMAGED BY CONSTRUCTION. ANY DAMAGE SHALL BE
REPAIRED/REPLACED BY THE CONTRACTOR AT THE DIRECTION OF THE PARKS
DEPARTMENT.
S ODAROLOCFOETAT
Christopher R. Herr
400375
HCITECTLICENSEDAR
30
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bcd
No.Date Description
Revision Schedule
Follow manufacturer installation instructions and industry best practices, typical. Advise design team in a timely manner if clarifications are required.
Th
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P
M C2.01
C2.01
Utility and Logistics Plans
He
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Project Issue Date: 2025.08.11
Project Status: FDP
Ka
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N
1/16" = 1'-0"1 Utility Plan
1/16" = 1'-0"2 Construction Logistics Plan
Irrigation Note