HomeMy WebLinkAboutPSD PROSPECT SCHOOL SITE SITE PLAN ADVISORY REVIEW - SPA190002 - SUBMITTAL DOCUMENTS - ROUND 1 - SUBDIVISION PLATCCCCHHH
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E 1/4 S15-T7N-R68W
FND 2 1/2 ALUM. CAP
ON #6 REBAR IN MON. BOX
LS 17662, 1996
LANDSTAR
SE COR S15-T7N-R68W
FND 2 1/2 " ALUM. CAP
ON #6 REBAR IN MON. BOX
S1/4 COR S15-T7N-R68W PLS 5028, 1995
FND 2 1/2 " ALUM. CAP
ON #6 REBAR IN MON. BOX
PLS 28295, 1995
CS1/16 COR S15-T7N-R68W
SET 30" #6 REBAR
W/2 1/2 " ALUM. CAP
LS 34995
FND #4 REBAR
W/YPC LS ILLEG.
CHARLES B. JONES
FND #4 REBAR
W/YPC ILLEG.
FND #4 REBAR
W/WPC LS 5028
STEWART
FND #4 REBAR
W/WPC LS 5028
STEWART
FND #4 REBAR
W/CAP LS 5028
STEWART
FND #4 REBAR
NO CAP
CACHE LA POUDRE RESERVOIR CO.
50' DITCH EASEMENT
BK. 100, PG. 311
LOT 9
KITCHELL
SUBDIVISION
KITCHELL SUBDIVISION
LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3
KITCHELL SUBDIVISION
S89°49'49"E 637.70'
S89°50'47"E 2639.14'
S00°09'46"W 1326.04'
N89°59'09"W (BASIS OF BEARINGS) 2638.04'
N89°59'24"W 635.26'
S54°58'16"E 764.90'
S89°58'16"E 8.89'
N00°06'54"E 54.76'
N54°58'16"W 775.87'
S89°59'09"E
59.50'
C
1
N00°00'51"E
214.50'
C2
N89°59'09"W
60.00'
C3
S00°00'51"W
215.00'
C
4
S89°59'09"E
62.26'
C
5
N00°00'51"E
215.00'
C6
N89°59'09"W
62.26'
C7
S00°00'51"W
215.00'
C
8
S89°50'47"E
1988.95'
C
9
C
1
0
N00°00'48"E
366.00'
C
1
1
N89°59'09"W
621.52'
C
1
2
N26°58'45"E
395.56'
N00°00'51"E
370.81'
C13
S89°50'47"E
1266.54'
C
14
S51°29'30"E
58.50'
C
1
5
S89°50'02"E
6.00'
N89°48'32"W
6.87'
C16
S00°00'51"W
69.36'
C17
S89°59'09"E
806.55' C18
N00°00'51"E
38.41'
C19
N89°50'47"W
630.66'
C20
N76°31'27"W
79.09'
C21
N65°23'26"E
62.62'
C22
S89°59'09"E
68.47'
C23
S64°35'15"E
4.88'
C
2
4
N26°58'45"E
396.50'
N00°00'51"E
274.79'
N89°59'09"W
836.55'
C25
S00°00'51"W
615.50'
C
2
6
S89°59'09"E
450.85'
C
2
7
N00°00'48"E
382.00'
C
2
8
N89°59'09"W
618.46'
C
4
6
N64°35'15"W
59.81'
C29
N89°59'09"W
68.47'
C30
S65°23'26"W
62.62'
C
3
1
N89°59'09"W
431.85'
C32
S00°00'51"W
382.00'
S89°59'09"E
357.73'
C41
N00°00'51"E
760.09'
N89°49'49"W C40
580.00'
S54°58'16"E
501.16'
N00°00'51"E
232.46'
N89°59'09"W
280.08'
N56°56'12"W
103.61'
C33
N00°00'51"E
247.51'
N44°59'09"W
45.85'
N89°59'09"W
850.13'
N00°00'51"E
151.48'
N89°53'23"W
619.35'
C
3
8
N76°31'27"W
79.09'
C
3
7
N89°49'49"W
673.17'
S89°53'23"E
595.04'
N00°06'37"E
4.05'
S00°06'37"W
4.02'
S89°53'23"E
10.52'
S44°59'09"E
19.50' S00°00'51"W
137.66'
S89°59'09"E
832.56'
S44°59'09"E
70.70'
S00°00'51"W
267.13'
S89°59'09"E
877.13'
N67°16'25"E
68.63'
N89°46'25"E
88.48'
S65°44'11"E
43.73'
N72°39'29"W
89.40'
N00°00'45"E
290.29'
N24°14'54"E
29.24'
N00°00'00"E
743.87'
N90°00'00"W
20.00'
S00°00'00"E
739.57'
S24°14'54"W
20.63'
N89°59'09"W
390.08'
N72°28'43"W
61.59'
N00°00'48"E
404.00'
N89°59'09"W
390.74'
N54°58'16"W
N72°39'29"W
108.92'
N00°00'45"E
297.15'
N89°59'09"W
389.62'
N54°58'16"W
N00°00'48"E
321.39'
S89°59'09"E
721.50'
S07°45'29"E
178.25'
S89°50'14"E
351.20'
S00°09'46"W
143.87'
N89°59'09"W
1096.43'
PROSPECT RD. (LCR #44) PROSPECT RD. (LCR #44)
LARIMER COUNTY RD #5
DRAINAGE EASEMENT
DRAINAGE EASEMENT
DRAINAGE EASEMENT
CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
DELTA
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
38°21'17"
38°20'32"
89°59'57"
116°57'54"
90°08'22"
38°21'17"
38°20'32"
90°10'37"
90°00'00"
90°00'00"
89°51'38"
13°19'21"
RADIUS
13.00'
12.50'
12.50'
12.50'
12.50'
12.50'
12.50'
12.50'
434.00'
85.00'
60.00'
25.00'
30.00'
406.00'
115.00'
30.00'
30.00'
30.00'
30.00'
213.00'
LENGTH
20.42'
19.63'
19.63'
19.63'
19.63'
19.63'
19.63'
19.63'
290.53'
56.88'
94.25'
51.04'
47.20'
271.78'
76.96'
47.22'
47.12'
47.12'
47.05'
49.53'
BEARING
N45°00'51"E
N44°59'09"W
S45°00'51"W
S44°59'09"E
N45°00'51"E
N44°59'09"W
S45°00'51"W
S44°59'09"E
S70°40'09"E
S70°39'46"E
N44°59'11"W
N31°30'12"W
N45°05'02"E
S70°40'09"E
S70°39'46"E
S45°06'09"W
S44°59'09"E
N45°00'51"E
N44°54'58"W
N83°11'07"W
CHORD
18.38'
17.68'
17.68'
17.68'
17.68'
17.68'
17.68'
17.68'
285.13'
55.83'
84.85'
42.62'
42.48'
266.74'
75.53'
42.49'
42.43'
42.43'
42.37'
49.42'
CURVE TABLE
CURVE
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C33
C34
C35
C36
C37
C38
C39
C40
DELTA
13°18'23"
24°37'25"
25°23'54"
88°26'00"
90°00'00"
90°00'00"
24°37'25"
89°59'57"
25°23'54"
24°37'25"
24°37'25"
90°00'00"
13°35'27"
30°54'46"
35°00'53"
11°58'03"
13°18'23"
13°19'21"
12°22'24"
89°50'40"
RADIUS
187.00'
50.00'
50.00'
25.00'
30.00'
20.00'
26.00'
20.00'
26.00'
26.00'
50.00'
20.00'
161.50'
192.00'
185.00'
30.00'
213.00'
187.00'
30.00'
30.00'
LENGTH
43.43'
21.49'
22.16'
38.59'
47.12'
31.42'
11.17'
31.42'
11.53'
11.17'
21.49'
31.42'
38.31'
103.59'
113.06'
6.27'
49.47'
43.48'
6.48'
47.04'
BEARING
N83°10'38"W
N77°42'08"E
S77°17'12"E
N71°11'45"E
S45°00'51"W
S44°59'09"E
N77°42'08"E
N44°59'11"W
N77°17'12"W
S77°42'08"W
S77°42'08"W
S45°00'51"W
N79°12'56"W
S39°30'53"E
S72°28'43"E
N83°50'47"W
N83°10'38"W
N83°11'07"W
S83°58'59"W
N44°54'29"W
CHORD
43.33'
21.32'
21.98'
34.87'
42.43'
28.28'
11.09'
28.28'
11.43'
11.09'
21.32'
28.28'
38.22'
102.34'
111.31'
6.25'
49.36'
43.38'
6.47'
42.37'
CURVE TABLE
CURVE
C41
C42
C43
C44
C45
C46
DELTA
90°00'00"
35°00'53"
26°44'14"
35°00'53"
17°08'10"
25°23'54"
RADIUS
30.00'
135.00'
199.00'
215.00'
222.00'
50.00'
LENGTH
47.12'
82.50'
92.86'
131.39'
66.40'
22.16'
BEARING
N45°00'51"E
S72°28'43"E
S41°36'09"E
N72°28'43"W
N46°24'11"W
N77°17'12"W
CHORD
42.43'
81.22'
92.02'
129.36'
66.15'
21.98'
N00°00'51"E
377.86'
N67°16'25"E
68.69'
N89°46'25"E
76.00'
S65°44'11"E
37.09'
S24°00'51"W
41.35'
N00°00'51"E
371.49'
N24°00'51"E
59.04'
N26°58'45"E
422.93'
N26°58'45"E
411.35'
N00°00'48"E
404.00'
S89°59'09"E
462.42'
30.0' ELCO
EASEMENT 26.0' EMERGENCY
ACCESS EASEMENT
26.0' EMERGENCY
ACCESS EASEMENT
70.00'
284.00'
355.48'
330.38' 354.52'
329.00'
669.76'
26.0' EMERGENCY
ACCESS EASEMENT
30.0' ELCO
EASEMENT
26.0' EMERGENCY
ACCESS EASEMENT
20.0' BOXELDER
EASEMENT
30.0' ELCO
EASEMENT
DRAINAGE EASEMENT
S54°58'16"E
109.88'
C42
24.0' EMERGENCY
ACCESS EASEMENT
64.0' EMERGENCY
ACCESS EASEMENT
24.0' EMERGENCY
ACCESS EASEMENT
30.0' ELCO
EASEMENT
30.0' ELCO
EASEMENT
24.0' EMERGENCY
ACCESS EASEMENT
30.0' ELCO
EASEMENT
30.0' ELCO
EASEMENT
20.0' BOXELDER
EASEMENT
26.0' EMERGENCY
ACCESS EASEMENT
20.0' BOXELDER
EASEMENT
26.0' EMERGENCY
ACCESS EASEMENT
20.0' BOXELDER
EASEMENT
60.0' EXISTING
RIGHT OF WAY
30.0'
30.0'
30.0' EXISTING
RIGHT OF WAY
30.0' EXISTING
RIGHT OF WAY
30.0' EXISTING
RIGHT OF WAY
27.5'
87.4' 87.4'
27.5'
108.5' 117.4'
117.4'
55.0'
108.5'
30.0'
50.0'
40.0'
S89°50'02"E
6.00'
S51°29'30"E
52.75'
15.0' UTILITY
EASEMENT
15.0' UTILITY
EASEMENT
40.0' ADDITIONAL
RIGHT OF WAY
DEDICATED BY
THIS PLAT
246.00'
120,775 sq. ft.
2.77 acres
LOT 2
3,920,136 sq. ft.
89.99 acres LOT 2
3,920,136 sq. ft.
89.99 acres
LOT 2
3,920,136 sq. ft.
89.99 acres
27.5' ADDITIONAL RIGHT
OF WAY DEDICATED
BY THIS PLAT
27.5' ADDITIONAL RIGHT
OF WAY DEDICATED
BY THIS PLAT
27.5' ADDITIONAL
RIGHT OF WAY
DEDICATED BY THIS PLAT
15.0' UTILITY
EASEMENT
R15.0'
DRAFT
10-08-19
PRELIMINARY - NOT FOR CONSTRUCTION,
RECORDING PURPOSES OR IMPLEMENTATION
NORTH
2
PROSPECT MIDDLE/HIGH SCHOOL
FORT COLLINS, LARIMER, COLORADO
LOCATED IN THE SOUTH HALF OF SECTION 15, TOWNSHIP 7 NORTH,
RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS,
COUNTY OF LARIMER, STATE OF COLORADO
PROSPECT MIDDLE/HIGH SCHOOL
PRELIMINARY SUBDIVISION PLAT
Sheet
Of 2 Sheets
PRELIMINARY SUBDIVISION PLAT
PRELIMINARY SUBDIVISION PLAT
PRELIMINARY SUBDIVISION PLAT
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
NOTICE:
According to Colorado law you must commence any legal action based
upon any defect in this survey within three years after you discover such
defect. In no event may any action based upon any defect in this survey
be commenced more than ten years after the date of the certificate shown
hereon.
Steven A. Lund
Registered Professional Land Surveyor
Colorado Registration No. 34995
For and on behalf of Northern Engineering Services, Inc.
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S1/4 COR S15-T7N-R68W
FND 2 1/2 " ALUM. CAP
ON #6 REBAR IN MON. BOX
PLS 28295, 1995
CS1/16 COR S15-T7N-R68W
SET 30" #6 REBAR
W/2 1/2 " ALUM. CAP
LS 34995
FND #4 REBAR
W/YPC LS ILLEG.
CHARLES B. JONES
FND #4 REBAR
W/YPC ILLEG.
FND #4 REBAR
W/YPC LS 22098
FND #4 REBAR
NO CAP
FND #4 REBAR
NO CAP
LOT 9
KITCHELL
SUBDIVISION
CW SUBTRUST ET. AL.
CW SUBTRUST ET. AL.
CW SUBTRUST ET. AL.
500' USE RESTRICTION LINE
TO SUBSERVIANT PROPERTIES
REC. NO. 99062751
500' USE RESTRICTION LINE
TO SUBSERVIANT PROPERTIES
REC. NO. 99062751
S89°49'49"E 637.70'
N89°59'24"W 635.26'
N00°00'36"E 468.93'
S54°58'16"E 764.90'
S89°58'16"E 8.89'
N00°06'54"E 54.76'
N54°58'16"W 775.87'
N00°00'36"E 804.25'
S89°59'09"E
62.26'
C
5
N00°00'51"E
215.00'
C6
N89°59'09"W
62.26'
C7
S00°00'51"W
215.00'
C
8
N89°48'32"W
6.87'
C16
S00°00'51"W
69.36'
C17
C20
N76°31'27"W
79.09'
C21
C25
S00°00'51"W
615.50'
C
2
6
S89°59'09"E
450.85'
N89°59'09"W
431.85'
C32
S00°00'51"W
382.00'
S89°59'09"E
357.73'
C41
N00°00'51"E
760.09'
N89°49'49"W C40
580.00'
C39
S54°58'16"E
501.16'
N00°00'51"E
232.46'
N89°59'09"W
280.08'
N56°56'12"W
103.61'
C33
S35°01'44"W
10.43'
N89°59'09"W
850.13'
N00°00'51"E
151.48'
N89°53'23"W
619.35'
C
3
8
N76°31'27"W
79.09'
C
3
7
N89°49'49"W
673.17'
C36
S89°53'23"E
595.04'
N00°06'37"E
4.05'
S00°06'37"W
4.02'
S89°53'23"E
10.52'
S44°59'09"E
19.50' S00°00'51"W
137.66'
S89°59'09"E
C34
S54°58'16"E
91.90'
C35
S89°59'09"E
877.13'
C43
N72°39'29"W
89.40'
N00°00'45"E
290.29'
N24°14'54"E
29.24'
N00°00'00"E
743.87'
N90°00'00"W
20.00'
S00°00'00"E
739.57'
S24°14'54"W
20.63'
N89°59'09"W
390.08'
N72°28'43"W
61.59'
N54°58'16"W
191.71'
N00°00'48"E
404.00'
N89°59'09"W
390.74'
C44
N54°58'16"W
91.90'
C45
N72°39'29"W
108.92'
N00°00'45"E
297.15'
N89°59'09"W
389.62'
N72°28'43"W
67.75'
N54°58'16"W
180.78'
PROSPECT RD. (LCR #44)
N00°00'48"E
404.00'
S89°59'09"E
462.42'
30.0' ELCO
EASEMENT
26.0' EMERGENCY
ACCESS EASEMENT
669.76'
30.0' ELCO
EASEMENT
26.0' EMERGENCY
ACCESS EASEMENT
20.0' BOXELDER
EASEMENT
30.0' ELCO
EASEMENT
DRAINAGE EASEMENT
1.35'
3.32'
24.03'
5.97'
642.87'
15.87'
35.75'
6.28'
13.30'
1.83'
48.84'
S54°58'16"E
109.88'
C42
24.0' EMERGENCY
ACCESS EASEMENT
30.0' ELCO
EASEMENT
30.0' ELCO
EASEMENT
20.0' BOXELDER
EASEMENT
26.0' EMERGENCY
ACCESS EASEMENT
20.0' BOXELDER
EASEMENT
26.0' EMERGENCY
ACCESS EASEMENT
20.0' BOXELDER
EASEMENT
30.0' EXISTING
RIGHT OF WAY 87.4'
27.5'
30.0'
LOT 1
120,775 sq. ft.
2.77 acres
LOT 2
3,920,136 sq. ft.
89.99 acres LOT 2
3,920,136 sq. ft.
89.99 acres
27.5' ADDITIONAL RIGHT
OF WAY DEDICATED
BY THIS PLAT
27.5' ADDITIONAL
RIGHT OF WAY
DEDICATED BY THIS PLAT
15.0' UTILITY
EASEMENT
S 1/16 S15-T7N-R68W
FND 3 1/4" ALUM. CAP
ON #6 REBAR
74.89' W.C., LS 22098
1999, JONES, KING
SURVEYORS INC
DRAFT
10-08-19
PRELIMINARY - NOT FOR CONSTRUCTION,
RECORDING PURPOSES OR IMPLEMENTATION
Sheet
Of 2 Sheets
PRELIMINARY SUBDIVISION PLAT
PRELIMINARY SUBDIVISION PLAT
PRELIMINARY SUBDIVISION PLAT
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
NORTH
1
MULTIPLE STRUCTURES AND RESIDENCES
FORT COLLINS, LARIMER, COLORADO
LOCATED IN THE SOUTH HALF OF SECTION 15, TOWNSHIP 7 NORTH,
RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS,
COUNTY OF LARIMER, STATE OF COLORADO
PROSPECT MIDDLE/HIGH SCHOOL
PRELIMINARY SUBDIVISION PLAT
N 1" = 1000'
SITE
INTERSTATE 25
PROSPECT RD.
TIMBERLINE RD.
MULBERRY ST.
HORSETOOTH RD.
NOTICE:
According to Colorado law you must commence any legal action based
upon any defect in this survey within three years after you discover such
defect. In no event may any action based upon any defect in this survey
be commenced more than ten years after the date of the certificate shown
hereon.
SURVEYOR'S STATEMENT
I, Steven A. Lund, a Colorado Registered Professional Land Surveyor do hereby state that this Subdivision Plat was prepared from an
actual survey under my personal supervision, that the monumentation as indicated hereon were found or set as shown, and that the
foregoing plat is an accurate representation thereof, all this to the best of my knowledge, information and belief.
Steven A. Lund
Colorado Registered Professional
Land Surveyor No. 34995
For and on behalf of Northern Engineering
CERTIFICATE OF DEDICATION:
The Owner does hereby dedicate and convey to the City of Fort Collins, Colorado (hereafter “City”), for public use, forever, a permanent
right-of-way for street purposes and the “Easements” as laid out and designated on this Plat; provided, however, that (1) acceptance by
the City of this dedication of Easements does not impose upon the City a duty to maintain the Easements so dedicated, and (2)
acceptance by the City of this dedication of streets does not impose upon the City a duty to maintain streets so dedicated until such time
as the provisions of the Maintenance Guarantee have been fully satisfied. The streets dedicated on this Plat are the fee property of the
City as provided in Section 31-23-107 C.R.S. The City's rights under the Easements include the right to install, operate, access,
maintain, repair, reconstruct, remove and replace within the Easements public improvements consistent with the intended purpose of the
Easements; the right to install, maintain and use gates in any fences that cross the Easements; the right to mark the location of the
Easements with suitable markers; and the right to permit other public utilities to exercise these same rights. Owner reserves the right to
use the Easements for purposes that do not interfere with the full enjoyment of the rights hereby granted. The City is responsible for
maintenance of its own improvements and for repairing any damage caused by its activities in the Easements, but by acceptance of this
dedication, the City does not accept the duty of maintenance of the Easements, or of improvements in the Easements that are not owned
by the City. Owner will maintain the surface of the Easements in a sanitary condition in compliance with any applicable weed, nuisance
or other legal requirements.
Except as expressly permitted in an approved plan of development or other written agreement with the City, Owner will not install on the
Easements, or permit the installation on the Easements, of any building, structure, improvement, fence, retaining wall, sidewalk, tree or
other landscaping (other than usual and customary grasses and other ground cover). In the event such obstacles are installed in the
Easements, the City has the right to require the Owner to remove such obstacles from the Easements. If Owner does not remove such
obstacles, the City may remove such obstacles without any liability or obligation for repair and replacement thereof, and charge the
Owner the City's costs for such removal. If the City chooses not to remove the obstacles, the City will not be liable for any damage to
the obstacles or any other property to which they are attached.
The rights granted to the City by this Plat inure to the benefit of the City's agents, licensees, permittees and assigns.
ATTORNEY'S CERTIFICATION
I hereby certify that this Subdivision Plat has been duly executed as required pursuant to Section 2.2.3(C)(3)(a) through (e) inclusive of
the Land Use Code of the City of Fort Collins and that all persons signing this Subdivision Plat on behalf of a corporation or other entity
are duly authorized signatories under the laws of the State of Colorado. This Certification is based upon the records of the Clerk and
Recorder of Larimer County, Colorado as of the date of execution of the Plat and other information discovered by me through reasonable
inquiry and is limited as authorized by Section 2.2.3(C)(3)(f) of the Land Use Code.
Attorney:________________________________________
Address: ________________________________________
________________________________________
Registration No.:__________________________________
APPROVED AS TO FORM, CITY ENGINEER
By the City Engineer of the City of Fort Collins, Colorado this ________day of _____________________________ A.D., 20_________.
____________________________________________________
City Engineer
PLANNING APPROVAL
By the Director of Planning the City of Fort Collins, Colorado this _________ day of _______________________ A.D., 20__________.
____________________________________________________
Director of Planning
OWNER:
BY:_________________________________
STATE OF COLORADO )
)ss
COUNTY OF LARIMER )
The foregoing instrument was acknowledged before me this _____ day of _________________, 20____, by ______________________,
as ______________________ of _______________________________.
Witness my hand and official seal
My commission expires: ________________
_______________________________
Notary Public
STATEMENT OF OWNERSHIP AND SUBDIVISION:
Know all persons by these presents, that the undersigned owner(s) of the following described land:
A parcel of land being part of the South Half of Section Fifteen (15), Township Seven North (T.7N.), Range Sixty-eight West (R.68W.)
of the Sixth Principal Meridian (6th P.M.), City of Fort Collins, County of Larimer, State of Colorado, and being more particularly
described as follows:
BEGINNING at the Southeast Corner of said Section 15 and assuming the South line of the Southeast Quarter of said Section 15 as
bearing North 89° 56' 23" West, as determined by a GPS observation, a distance of 2638.04 feet with all other bearings contained herein
relative thereto:
THENCE North 89° 56' 23" West a distance of 2638.04 feet to the South Quarter Corner of said Section 15;
THENCE North 89° 56' 38" West along the South line of the Southwest Quarter of said Section 15 a distance of 635.26 feet;
THENCE North 00° 03' 22" East a distance of 468.93 feet to the Southerly line of that strip of land described in that Warranty Deed as
recorded November 30, 1972 in Book 1531 on Page 759 of the records of Larimer County;
THENCE along said southerly line by the following two (2) courses and distances;
THENCE South 54° 55' 30" East (Rec. South 55° 01' East) a distance of 764.90 feet;
THENCE South 89° 53' 30" East (Rec. South 89° 59' East) a distance of 8.89 feet to the East line of said Southwest Quarter;
THENCE North 00° 09' 39" East along said East line a distance of 54.76 feet to the Northerly line of the aforesaid parcel of land;
THENCE North 54° 55' 30" West (Rec. South 55° 01' East) along said Northerly line a distance of 775.87 feet;
THENCE North 00° 03' 22" East a distance of 804.25 feet to the North line of the South Half of the Southwest Quarter of said Section
15;
THENCE South 89° 47' 03" East along said North line a distance of 637.70 feet to the Northeast Corner of said South Half of the
Southwest Quarter;
THENCE South 89° 48' 01" East along the North line of the South Half of the Southeast Quarter a distance of 2639.15 feet to the
Northeast Corner of said South Half of the Southeast Quarter;
THENCE South 00° 12' 32" West along the East line of said South Half of the Southeast Quarter a distance of 1326.04 feet to the
POINT OF BEGINNING;
Said parcel of land contains 4,317,212 square feet or 99.11 acres, more or less.
For themselves and their successors in interest (collectively "Owner") have caused the above described land to be surveyed and
subdivided into lots, tracts and streets as shown on this Plat to be known as PROSPECT MIDDLE/HIGH SCHOOL SUBDIVISION,
subject to all easements and rights-of-way now of record or existing or indicated on this Plat. The rights and obligations of this Plat shall
run with the land.
SET #4 REBAR w/1"
PLASTIC CAP, LS 34995
LEGEND
BOUNDARY LINE
EXISTING RIGHT-OF-WAY
EASEMENT LINE
LOT LINE
FOUND PROPERTY CORNER
AS DESCRIBED
DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES APPROVAL
By the Director of Community Development and Neighborhood Services the City of Fort Collins, Colorado this _________ day of
____________________ A.D., 20_________.
____________________________________________________
Director of Community Development and Neighborhood Services
NOTES:
1) The Basis of Bearings is the South line of the Southeast Quarter of Section 15 as bearing North 89° 56' 23" West (assumed bearing)
as monumented on drawing.
2) For all information regarding easements, right-of-way or title of record, Northern Engineering relied upon Land Title Guarantee
Company, Commitment Number FC195572, dated July 14, 1999 at 5:00 p.m.
3) There shall be no private conditions, covenants or restrictions that prohibit or limit the installation of resource conserving equipment
or landscaping that are allowed by sections 12-120 -- 12-122 of the City Code.
4) The lineal unit of measurement for this plat is U.S. Survey Feet.
5) Any easements created by separate document and shown hereon are for reference purposes only. Refer to recorded document for
specific location and terms.
ALIQUOT CORNER AS
DESCRIBED
EMERGENCY ACCESS
DRAINAGE EASEMENT
EASEMENT LINE
Northern Engineering Services, Inc.
Stephanie Thomas, PE
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
Northern Engineering Services, Inc.
Steve Lund, PLS
820 8th Street
Greeley, Colorado 80631
(970) 221-4158
SURVEYOR SITE ENGINEER
Poudre School District, R-1
Authorized Agent
Johannsen Support Services Center
2407 LaPorte Avenue
Fort Collins, Colorado 80521
(970)-482-7420
DEVELOPER/APPLICANT