HomeMy WebLinkAboutSANCTUARY ON THE GREEN - PDP190003 - SUBMITTAL DOCUMENTS - ROUND 4 - SUBDIVISION PLATSHEET 3
SHEET 5
SHEET 7
SHEET 6
SHEET 4
N TAFT HILL RD.
LAPORTE AVE.
W VINE DR.
N SUNSET ST.
S IMPALA DR.
W MULBERRY ST.
W VINE DR.
SEC. 9 SEC. 10
Sheet
Of 8 Sheets
SANCTUARY ON THE GREEN 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.
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
1
CITY OF FORT COLLINS
STATE OF COLORADO
NOTES:
1) The Basis of Bearings is the East line of the Southeast Quarter of the Northeast Quarter of said Section 9 as bearing North 00° 54' 31" East (assumed bearing) as monumented on drawing.
2) For all information regarding easements, right-of-way or title of record, Northern Engineering relied upon Order Number FC25152463.1, dated 2-22-2019, Order Number FC25147194.1, dated
2-22-2019, and Order Number, FCIF25163321, dated 2-12-2019, prepared by Land Title Guarantee Company.
3) The lineal unit of measurement for this plat is U.S. Survey Feet.
4) 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.
5) FLOOD ZONE DESIGNATION: Zone X, area of minimal flooding per FIRM Map 08069C0978G, 5-2-2012.
6) Northern Engineering or the Professional Land Surveyor listed hereon, does not have the expertise to address mineral rights, and recommends the owner retain an expert to address these
matters.
Northern Engineering or the Professional Land Surveyor listed heron assumes no responsibility for the mineral rights upon the subject property.
7) For easements created by separate document and shown hereon refer to record document for specific terms.
8) Not all documents listed in the title commitment are plottable or definable by their terms. All easements that are definable by their descriptions are shown hereon with sufficient
data to establish their
position. Owner, Client and others should refer to the title commitment and those documents listed therein for a true understanding of all rights of way, easements, encumbrances, interests
and title of
record concerning the subject property.
9) A copy of the title commitment and the documents contained therein were provided to the owner, client and attorney listed hereon for their use and review.
10) Adjacent property owner information per the Larimer County Land information Locator
11) Entire subject property is currently zoned LMN.
12) This survey is a draft only. Monuments have not been set or upgraded. Monuments will be set and or upgraded prior to plat finalizing and recording. This note is for informational
purposes and will
be removed prior to final.
13) Easements and easement exclusion areas will be further defined and dimensioned upon final plat submittal.
SANCTUARY ON THE GREEN
A TRACT OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 9, TOWNSHIP 7 NORTH,
RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
MAINTENANCE GUARANTEE:
The Owner hereby warrants and guarantees to the City, for a period of two (2) years from the date of completion and first acceptance by the City of the improvements warranted hereunder,
LOT 3
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 9
LOT 6
LOT 7
LOT 8
LOT 11
LOT 10
LOT 12
LOT 19
LOT 13
LOT 14
LOT 15
LOT 16
LOT 17
LOT 18
TRACT A
TRACT B
TRACT F
TRACT C
TRACT H
TRACT E
TRACT D
TRACT G
TRACT
I
TRACT J
TRACT L
TRACT K
TRACT M
LOT 13
LOT 26
LOT 28
LOT 11
LOT 15
LOT 10
LOT 12
LOT 40
LOT 29 LOT 36
LOT 23 LOT 31 LOT 34
LOT 19
LOT 17
LOT 21
LOT 6
LOT 7
LOT 9
LOT 8
LOT 5
LOT 4
LOT 1
LOT 2
TRACT E
BLOCK 1
BLOCK 1
BLOCK 1
BLOCK 2
STREET B
(57' PUBLIC ROW)
TRACT
B
CHERRY STREET
(60' PUBLIC ROW
PER REPLAT OF THE GREEN
ACRES SUBDIVISION)
IMPALA DRIVE
(50' PUBLIC ROW PER
REPLAT OF GREEN
ACRES SUBDIVISION)
STREET B
(57' PUBLIC ROW)
NE 1/16 COR. S9-T7N-R69W
FND 3 1/4" ALUM. CAP
ON #6 REBAR, PLS 37963, 2005
JR ENGINEERING
C-S-NE 1
64 COR.
S9-T7N-R69W
FND 3 1/4" ALUM. CAP
ON #6 REBAR, ILLEG.
FND #4 REBAR
W/OPC, LS 34176
KSI
FND #4 REBAR
NO CAP
FND #4 REBAR
NO CAP
FND #4 REBAR
W/OPC, ILLEGIBLE
FND #4 REBAR
W/OPC, LS 34176
KSI
FND #4 REBAR
W/OPC, LS 34176
KSI
S01°15'27"W
50.12'
S88°44'33"E 35.00'
N01°15'27"E
50.24'
S88°55'46"E 106.55'
N00°42'44"E 660.66'
28.5' 28.5'
EASEMENT
EXCLUSION
9' UE
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
8' UE
5' UE
LOT 22
12.97'
N01°01'57"E 172.24'
S01°01'57"W 116.33'
STREET B
(57' PUBLIC ROW)
16.43'
N01°23'51"E 65.00'
20.11'
13.13'
NORTH TAFT HILL ROAD
(ROW WIDTH VARIES)
STREET C
(57' PUBLIC ROW)
STREET B
(57' PUBLIC ROW)
STREET B
(57' PUBLIC ROW)
S88°56'36"E 1269.88'
S00°54'31"W 731.52'
BLOCK 6
28.5'
REC. NO. 20090061521
OWNER:
MIRANDA SPINDEL
REC. NO. 20090076709
OWNER:
LAPORTE OUTREACH
MINISTRIES INC.
28.5'
28.5'
28.5'
28.5'
28.5'
28.5'
28.5'
28.5'
28.5'
9' UE
9' UE
9' UE
9' UE
9' UE
9' UE 9' UE
15'
UE
9' UE
9' UE
9' UE
9' UE
9' UE
9' UE
8' UE
8' UE
9' UE
8' AE 4.5' AE
8' UE
EASEMENT
EXCLUSION
9' UE
8' UE
20.46'
LAPORTE AVENUE
(ROW VARIES)
STEPHENS ST.
(60' ROW)
IRISH DRIVE
(60' PUBLIC ROW
PER REPLAT OF
GREEN ACRES
SUBDIVISION)
STREET A
(51' PUBLIC ROW)
STREET A
(51' PUBLIC ROW)
CEN 1/4 COR. S9-T7N-R69W
FND 3" ALUM. CAP IN CONC.
LS 20123, R.A. BRADSHAW
FND #4 REBAR
W/OPC
LS 34176, KSI
FND 1/2" I.R.
FND PLASTIC CAP
STEWART
FND PLASTIC CAP
STEWART
FND #4 REBAR
W/OPC, LS 34176
KSI
FND #4 REBAR
(BENT)
FND #4 REBAR W/OPC, LS 34176 KSI
9"± ABOVE GRND
N48°25'10"W, 0.94' FROM CORNER
DISTURBED, NOT ACCEPTED
C-S-N 1
64 COR.
S9-T7N-R69W
FND 3 1/2" ALUM. CAP
ILLEGIBLE
FND 1/2" I.R.
40.00'
N33°53'48"E
160.35'
C
1
S88°53'59"E
755.17'
N88°51'29"W 99.86'
N00°14'58"W 249.75'
N88°53'31"W
55.07'
S01°06'01"W
43.36'
N88°53'59"W 234.04'
S00°04'30"W 220.60'
N89°35'01"W 110.10'
S00°14'26"E 134.70'
N88°54'24"W 229.01'
N00°53'34"E 12.00'
Delta= 88°54'27"
12.00'
12.00'
IRISH DRIVE
(60' PUBLIC ROW
PER REPLAT OF
GREEN ACRES
SUBDIVISION)
IMPALA DRIVE
(50' PUBLIC ROW PER
REPLAT OF GREEN
ACRES SUBDIVISION)
STREET A
(51' PUBLIC ROW)
C-E 1/16 COR. S9-T7N-R69W
FND 2 1/2" ALUM. CAP IN
MON. BOX, PLS 31169, 2013
CITY OF FORT COLLINS
C-S-NE 1
64 COR.
S9-T7N-R69W
FND 3 1/4" ALUM. CAP
ON #6 REBAR, ILLEG.
FND #4 REBAR
NO CAP
FND #4 REBAR
W/OPC, ILLEGIBLE
FND #4 REBAR
W/OPC, LS 34176
KSI
FND #4 REBAR
W/OPC, LS 34176
KSI
FND #4 REBAR
NO CAP
FND #4 REBAR
W/OPC, LS 4502
STEWART
FND 1/2" I.R.
FND 1/2" I.R.
FND 1/2" I.R.
FND #4 REBAR
NO CAP
S88°53'59"E
755.17'
N89°36'29"W 148.89'
N00°51'20"E 3.78'
N88°54'26"W 340.52'
S00°17'34"E 114.08'
N88°51'29"W 99.86'
N00°14'58"W 249.75'
N88°53'31"W
55.07'
S01°06'01"W
43.36'
S01°15'27"W
50.12'
S88°44'33"E 35.00'
N01°15'27"E
50.24'
S88°55'46"E 106.55'
12.00'
(57' PUBLIC ROW)
STREET B
(57' PUBLIC ROW)
NORTH TAFT HILL ROAD
(ROW WIDTH VARIES)
LAPORTE AVENUE
(ROW VARIES)
(PER TENTH GREEN 2ND FILING)
E 1/4 COR. S9-T7N-R69W
FND 2 1/2" ALUM. CAP IN
MON. BOX, PLS 29407, 2008
LARIMER COUNTY
FND #4 REBAR
NO CAP
FND 1" DIA.
METAL PIPE
FND #4 REBAR
NO CAP
FND #4 REBAR
W/OPC, LS 34176
KSI
FND #5 REBAR
NO CAP
FND #4 REBAR
W/OPC, LS 4502
STEWART
N88°53'58"W 140.00'
S00°54'32"W 210.00'
N88°53'42"W 449.84'
S06°16'40"E 56.61'
S16°40'06"E 29.28'
N88°51'53"W 379.85'
S01°05'31"W 267.13'
138.00'
2.00'
PENNSYLVANIA
STREET
(50' ROW)
LAPORTE AVENUE
BRIARWOOD
ROAD
(60' ROW)
8' UE
28.5' 28.5'
9' UE
EASEMENT
EXCLUSION
TENTH GREEN SECOND FILING
BLOCK 4, LOT 1
TENTH GREEN SECOND FILING
BLOCK 3, LOT 1
50' ROW
BLEWOOD APARTMENTS
34'
24'
S01°05'31"W
30.00'
S88°54'29"E
1305.45'
APPROX. CL OF 27" WATERLINE
BOOK 1070 PAGE 254
TO BE VACATED BY THIS PLAT
UTILITY, DRAINAGE, AND PEDESTRIAN
ACCESS EASEMENT REC#20100037324
TO BE VACATED BY THIS PLAT
UTILITY, DRAINAGE, PRIVATE ACCESS
AND EMERGENCY ACCESS EASEMENT
REC#20100037324
TO BE VACATED BY THIS PLAT
10' WIDE MOUNTAIN STATES
TELEPHONE AND TELEGRAPH CO
EASEMENT BOOK 1497 PAGE 933
TO BE VACATED BY THIS PLAT
OIL & GAS & OTHER MINERALS INTEREST
BOOK 771 PAGE 331 (HATCHED AREA)
SURFACE USE AGREEMENT
UTILITY, DRAINAGE, AND PEDESTRIAN
ACCESS EASEMENT REC#20100037324
TO BE VACATED BY THIS PLAT
Sheet
Of 8 Sheets
SANCTUARY ON THE GREEN 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.
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
8
CITY OF FORT COLLINS
STATE OF COLORADO
SANCTUARY ON THE GREEN
A TRACT OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 9, TOWNSHIP 7 NORTH, RANGE 69 WEST OF
THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
NORTH
Robert C. Tessely
Registered Professional Land Surveyor
Colorado Registration No. 38470
For and on behalf of Northern Engineering Services, Inc.
PRELIMINARY
EXISTING EASEMENTS TO BE VACATED
SOUTH LINE OF THE SOUTHEAST 1
4
SECTION 9-7-69
20' ALLEY
SOUTH LINE OF THE SOUTHEAST 1
4
OF THE NORTHEAST 1
4 SECTION 9-7-69
EAST LINE OF THE
SOUTHEAST 1
4 OF THE
NORTHEAST 1
4
SECTION 9-7-69
BASIS OF BEARINGS
N00°54'31"E
1322.29'
UNINCORPORATED
UNPLATTED
UNPLATTED
REC. NO. 20100017428
UNPLATTED
REC. NO. 20100017428
UNPLATTED
REC. NO. 20170015427
UNPLATTED
REC. NO. 20170065419
UNPLATTED
REC. NO. 20180040764 UNPLATTED
REC. NO. 20170002025
REC. NO. 20060017157
BOOK 1445 PAGE 455
CURRENT ZONING - LMN
40' 30'
30' ROW PER ROAD
BOOK 4 PAGE 210
CURRENT ZONING - LMN
69.94'
75' ELECTRIC TRANSMISSION
LINE EASEMENT
BOOK 914 PAGE 3175
20' WIDE SANITARY
SEWER EASEMENT
BK 1348 PG 553
75' ELECTRIC TRANSMISSION
LINE EASEMENT
BOOK 914 PAGE 3175
S89°32'25"E 134.98'
C13
N03°04'23"W 211.27'
S03°04'23"E 234.25'
N03°04'23"W
30.67'
C10
N89°32'25"W 143.93'
S89°32'25"E
180.53'
S03°04'23"E
254.00'
S03°04'23"E
70.14'
L27
S89°38'22"W
87.06'
N90°00'00"W
N89°38'22"E
87.51'
L26
44.05'
50.23'
N66°08'54"W 141.44'
N89°38'22"E 94.74'
83.32'
LOT 12
3346 sq.ft.
2396 sq.ft.
BLOCK 3
BLOCK 3
BLOCK 3
44.17'
N01°18'14"W
91.83'
S00°21'38"E 98.09'
92.61'
S00°21'38"E 98.40'
S00°21'38"E 98.77'
S00°21'38"E 99.12'
S00°21'38"E 99.62'
34.03'
22.21'
S23°51'06"W 95.96'
25.21'
S23°51'06"W 95.75'
25.00'
S23°51'06"W 95.46'
35.00'
57.45'
C
7
1
42.54'
S00°21'38"E 105.88'
S00°21'38"E 105.88'
S00°21'38"E 90.41'
27.21'
N00°21'38"W 90.81'
246.23'
116.99'
TRACT O
D&AE
151,398 sq. ft.
3.476 ac.
TRACT O
D&AE
151,398 sq. ft.
3.476 ac.
TRACT Y
UD&AE
507,232 sq. ft.
11.644 ac.
TRACT Z
D&AE
36,650 sq. ft.
0.841 ac.
EASEMENT
EXCLUSION
9' UE
9' UE
9' UE
9' UE
20'
8' UE
11' UE
9' UE
8' UE
N01°06'18"E
135.07'
N53°14'30"E
167.39'
N36°33'17"E
80.04'
138.00'
395.65'
54.19'
5' UE
255.13'
1,940 sq. ft.
EXISTING TOP OF BANK
AS LOCATED BY FIELD
SURVEY SEPTEMBER 2018
8' UE
8' UE
9' UE
NEW MERCER DITCH
WEST LINE OF
NEW MERCER DITCH
PER RECEPTION
NO. 20040005830
50' ROW PER
BOOK 1070
PAGE 254
9' UE
S03°04'23"E
44.05'
LOT 5
4273 sq.ft.
LOT 4
2182 sq.ft.
LOT 3
2485 sq.ft.
LOT 2
2474 sq.ft.
LOT 1
3478 sq.ft.
LOT 6
4283 sq.ft.
LOT 7
2647 sq.ft.
LOT 8
2747 sq.ft.
LOT 9
1746 sq.ft.
LOT 10
2269 sq.ft.
LOT 11
2402 sq.ft.
TRACT R
D&AE
163,687 sq. ft.
3.758 ac.
S00°21'38"E 80.83'
17.00'
L6
20.71'
S89°38'22"W 51.80'
25.00'
25.00' 35.00'
L3
57.45'
25.00'
35.00'
N89°38'22"E 149.96'
25.21'
22.21'
92.61'
L1
C68
C
6
9
7.93'
40.02'
4.10'
L38
34.62'
25.00'
15' MAINTENANCE
ACCESS EASEMENT
15' MAINTENANCE
ACCESS EASEMENT
5' AE
UNPLATTED
REC. NO. 2001056464
REC. NO.
20080000153
C
7
0
0.95'
C
1
1
6
L2
2.21'
S00°21'38"E 80.88'
25.00'
C
1
1
7
25.00'
25.00'
N00°21'38"W 65.75'
C147
C
1
4
8
40.75'
TRACT P
UDA&EAE
5,144 sq. ft.
0.118 ac.
N89°33'47"E 25.00'
BLOCK 3
27.00'
20.71'
C146
5' UE
5'
UE
Sheet
Of 8 Sheets
SANCTUARY ON THE GREEN 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.
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
7
CITY OF FORT COLLINS
STATE OF COLORADO
SANCTUARY ON THE GREEN
A TRACT OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 9, TOWNSHIP 7 NORTH, RANGE 69 WEST OF
THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
Robert C. Tessely
Registered Professional Land Surveyor
Colorado Registration No. 38470
For and on behalf of Northern Engineering Services, Inc.
PRELIMINARY
SEE SHEET 6
SEE SHEET 4
NORTH
KEYMAP
LAPORTE AVE.
TAFT HILL RD.
SHEET 5 SHEET 6 SHEET 7
SHEET
3 SHEET 4
LEGEND
BOUNDARY LINE
EXISTING RIGHT-OF-WAY
EASEMENT LINE
LOT LINE
FOUND PROPERTY CORNER
AS DESCRIBED
SET 18" #4 REBAR WITH BLUE
PLASTIC CAP, PLS 38470
FOUND SECTION CORNER
AS DESCRIBED
UE UTILITY EASEMENT
DRAINAGE & GRADING
DGE EASEMENT
SECTION LINE
DRAINAGE & ACCESS
D&AE EASEMENT
UTILITY, DRAINAGE,
ACCESS & EMERGENCY
ACCESS EASEMENT
UDA&EAE
AE ACCESS EASEMENT
LOW DENSITY MIXED-USE
LMN NEIGHBORHOOD DISTRICT
UTILITY, DRAINAGE & ACCESS
UD&AE EASEMENT
OPC ORANGE PLASTIC CAP
S01°05'31"W 267.13'
N00°47'31"E 262.18'
S88°53'59"E 755.17'
N01°06'01"E 161.32'
S01°06'01"W 148.72'
S01°03'58"W 131.05'
N88°56'02"W
30.00'
N01°03'58"E 131.06'
L20
L19
L22
L21
S01°06'01"W 149.90'
N88°56'02"W
90.98'
39.27'
39.20'
90.98'
49.40'
49.37'
N01°06'01"E 171.34'
S01°06'01"W 171.34'
N88°56'02"W
89.00'
44.04'
44.27'
89.00'
57.33'
N88°56'02"W
88.96'
44.48'
44.42'
30.30'
57.73'
57.70'
88.90' 30.00'
10.00'
N01°06'01"E
35.64'
43.70'
N88°56'02"W
94.00'
43.47'
N88°56'02"W
92.30'
43.48'
43.70'
17.06'
30.30'
22.22'
127.18'
35.64'
TRACT I
DE
1,963 sq. ft.
0.045 ac.
TRACT J
D&AE
13,505 sq. ft.
0.310 ac.
TRACT K
UDA&EAE
4,332 sq. ft.
0.099 ac.
5,240 sq. ft.
0.120 ac.
TRACT L 1,713 sq. ft. 0.039 ac.
TRACT M
UDA&EAE
LOT 36
5114 sq.ft.
LOT 29
5132 sq.ft.
LOT 34
3930 sq.ft.
LOT 31
3955 sq.ft.
LOT 26
4119 sq.ft.
LOT 28
4045 sq.ft.
LOT 40
4116 sq.ft.
BLOCK 2
BLOCK 2
BLOCK 2
S IMPALA BLOCK 2
DRIVE
25.5' 25.5'
9' UE
9' UE
9' UE
9' UE
D&AE
(WIDTH
VARIES) 7' D&AE
7' D&AE
10' D&AE
8' UE
8' UE
8' UE 8' UE
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
8' UE
LOT 22
LOT 14
REPLAT OF THE GREEN ACRES SUBDIVISION
LOT 13
TENTH GREEN SECOND FILING
POUDRE R-1
SCHOOL DISTRICT POUDRE R-1 RAMBLEWOOD APARTMENTS
SCHOOL DISTRICT
9.41'
WEST LINE OF THE SOUTHWEST 1
4 OF THE
SOUTHEAST 1
4 OF THE NORTHEAST
1
4
SECTION 9-7-69
30'
30'
NORTH LINE OF THE SOUTH 1
2
OF THE
OF SECTION 9-7-69
24'
UNINCORPORATED
UNPLATTED
REC. NO. 20060082473
UNPLATTED
REC. NO. 20110032759
UNPLATTED
REC. NO. 20180015375
UNPLATTED
REC. NO. 85041265
UNPLATTED
REC. NO. 20150045549
CURRENT ZONING - LMN
S01°05'31"W
30.00'
S01°05'31"W
30.00'
149.07'
161.66'
SOUTH LINE OF THE SOUTHEAST 1
4
OF THE NORTHEAST 1
4 SECTION 9-7-69
ACCESS
EASEMENT
8' UE
UNPLATTED
REC. NO. 20100017428
UNPLATTED
REC. NO. 20100017428
30' ROW PER ROAD
BOOK 4 PAGE 210
30' ROW PER ROAD
BOOK 4 PAGE 210
20' WIDE SANITARY
SEWER EASEMENT
BOOK 1348 PAGE 553
75' ELECTRIC TRANSMISSION
LINE EASEMENT
BOOK 914 PAGE 3175
N88°54'29"W 161.66'
S00°42'44"W 660.85'
UNPLATTED
REC. NO. 9709103103
LAPORTE AVENUE
(ROW VARIES)
BOOK 990
PAGE 383
C11
S60°32'44"E 181.74'
C12
S89°32'25"E 134.98'
N89°32'25"W 143.93'
C9
N60°32'44"W 181.74'
C8
C
2
S60°32'44"E
181.74'
C
3
S89°32'25"E
180.53'
N88°53'59"W 755.17'
S89°38'22"W
87.06'
C
2
4
S00°00'00"E
105.03'
N90°00'00"W
20.00'
N00°00'00"E
120.16'
C
2
5
N88°57'27"W
107.00'
N01°03'10"E
24.00'
S88°57'27"E
106.25'
C
2
6
N00°00'00"E
70.75'
C
C
3
S00°00'00"E
57.91'
C
3
4
N89°38'22"E
87.51'
55.07'
85.09' 50.00' 79.01' 79.00' 56.08'
LOT 37
4493 sq.ft.
9.83'
TRACT Y
UD&AE
507,232 sq. ft.
11.644 ac.
TRACT N
D&AE
69,825 sq. ft.
1.603 ac.
TRACT N
D&AE
69,825 sq. ft.
1.603 ac.
TRACT X
UDA&EAE
31,689 sq. ft.
0.727 ac.
TRACT Y
UD&AE
507,232 sq. ft.
11.644 ac.
TRACT Y
UD&AE
507,232 sq. ft.
11.644 ac.
TRACT Z
D&AE
36,650 sq. ft.
0.841 ac.
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
9' UE
9' UE
20'
8' UE
D&AE
12.0' ADD'L ROW
TO BE DEDICATED
BY THIS PLAT
S88°54'29"E 161.72'
255.13'
250.18'
171.91'
ADD'L ROW 1,940 sq. ft.
8' UE 8' UE
STORMWATER
DRAINAGE EASEMENT
REC. NO. 19990058225
ACCESS
EASEMENT
ACCESS
EASEMENT
STORMWATER
DRAINAGE EASEMENT
REC. NO. 19990058225
24'
LOT 25
3808 sq.ft.
LOT 27
2848 sq.ft.
LOT 30
2629 sq.ft.
LOT 32
3477 sq.ft.
LOT 33
3498 sq.ft.
LOT 35
2656 sq.ft. LOT 38
2637 sq.ft.
LOT 39
3570 sq.ft.
30.42'
N89°04'48"W
95.00'
5.08'
N89°04'48"W
93.30'
30.54'
30.30'
N88°53'26"W 88.94'
29.52'
29.58'
S88°53'26"E
88.98'
29.62'
39.64'
N89°04'48"W
89.00'
40.01'
29.73'
N89°04'48"W 89.00'
29.96'
57.60' 29.73'
N88°53'26"W
90.98'
31.11'
C
1
5
0
32.31'
N88°53'26"W
90.98'
28.94'
29.01'
C149
SIGHT
DISTANCE
EASEMENT
15' UE
IRISH DRIVE
(60' PUBLIC ROW
PER REPLAT OF
GREEN ACRES
SUBDIVISION)
IMPALA DRIVE
(50' PUBLIC ROW PER
REPLAT OF GREEN
ACRES SUBDIVISION)
FND #4 REBAR
W/OPC, LS 4502
STEWART
S01°05'31"W
30' ROW PER ROAD
BOOK 4 PAGE 210
Sheet
Of 8 Sheets
SANCTUARY ON THE GREEN 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.
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
SANCTUARY ON THE GREEN
A TRACT OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 9, TOWNSHIP 7 NORTH, RANGE 69 WEST OF
THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
Robert C. Tessely
Registered Professional Land Surveyor
Colorado Registration No. 38470
For and on behalf of Northern Engineering Services, Inc.
PRELIMINARY
SEE SHEET 5
SEE SHEET 3
NORTH
SEE SHEET 7
6
CITY OF FORT COLLINS
STATE OF COLORADO
KEYMAP
LAPORTE AVE.
TAFT HILL RD.
SHEET 5 SHEET 6 SHEET 7
SHEET
3
SHEET 4
LEGEND
BOUNDARY LINE
EXISTING RIGHT-OF-WAY
EASEMENT LINE
LOT LINE
FOUND PROPERTY CORNER
AS DESCRIBED
SET 18" #4 REBAR WITH BLUE
PLASTIC CAP, PLS 38470
FOUND SECTION CORNER
AS DESCRIBED
UE UTILITY EASEMENT
DRAINAGE & GRADING
DGE EASEMENT
SECTION LINE
DRAINAGE & ACCESS
D&AE EASEMENT
UTILITY, DRAINAGE,
ACCESS & EMERGENCY
ACCESS EASEMENT
UDA&EAE
AE ACCESS EASEMENT
LOW DENSITY MIXED-USE
LMN NEIGHBORHOOD DISTRICT
UTILITY, DRAINAGE & ACCESS
UD&AE EASEMENT
OPC ORANGE PLASTIC CAP
R=15.00' L=23.28'
Dir= N43°20'54"W
Chord= 21.01'
N01°05'41"E 113.65'
N88°39'00"W 242.02'
S88°55'46"E 1166.14'
N00°32'59"E 364.35'
C82
S88°53'59"E 755.17'
C96
N01°06'01"E
85.00'
N01°06'01"E 69.00'
S01°06'01"W 69.00'
L12
L11
S88°55'03"E 179.95'
N00°04'30"E 246.96'
L10
L9
S00°04'30"W 247.80'
N88°55'03"W 179.95'
C126
C127
L16
N88°37'12"W 153.53'
C128
N00°57'30"E 134.79'
C129
S88°55'53"E 230.70'
C130
L17
L13
L14
L18
C131
N88°55'53"W 220.14'
C132
S00°57'30"W 134.76'
C133
S88°37'12"E 158.53'
C134
L15
30.00'
39.07'
C135
L24
L23
S89°55'30"E 85.00'
N89°55'30"W 85.00'
N00°04'30"E 120.00'
S88°55'03"E 195.18'
85.00'
40.00'
40.00'
85.00'
40.00'
40.00' 40.00'
40.00'
N01°06'01"E
85.00'
51.59'
49.39'
17.49'
47.00'
N01°06'01"E
85.00'
47.00' 47.00'
47.00'
49.59'
68.45'
24.23' 53.34'
S01°06'01"W 89.01'
N01°06'01"E 99.34'
S88°55'53"E 294.00'
N88°55'53"W 284.10'
S88°37'12"E 210.00'
C
1
3
7
42.00'
S01°06'01"W
85.00'
4.97'
42.00'
S01°06'01"W
85.00'
42.00'
42.00'
S01°06'01"W
85.00'
42.00'
S01°06'01"W
85.00'
42.00'
42.00'
S01°06'01"W
85.00'
42.00'
42.00'
S01°06'01"W
85.00'
42.00'
42.00'
C
13
8
15.73'
59.95'
20.14'
S01°04'07"W
85.00'
45.03'
40.00'
S01°04'07"W
85.00'
40.00'
40.00'
S01°04'07"W
85.00'
40.00'
40.00'
S01°04'07"W
85.00'
40.00'
40.00'
S01°04'07"W
85.00'
40.00'
40.00'
S01°04'07"W
85.00'
40.00'
15.56'
39.07'
S01°22'48"W
85.00'
24.56'
60.19'
50.00'
40.00'
S01°22'48"W
85.00'
40.00'
40.00'
S01°22'48"W
85.00'
40.00'
S01°22'48"W
85.00'
LOT 5
4092 sq.ft.
40.00'
40.00'
S01°22'48"W
95.08'
13.97'
14.62'
120.13'
C
1
3
6
C
1
3
9
9.59'
N01°06'01"E
35.64'
43.47'
43.48'
127.18'
L25
C
1
4
2
29.17'
S89°55'30"E
95.00'
44.66'
42.00'
S89°55'30"E
95.00'
42.00'
42.00'
S89°55'30"E
95.00'
40.26'
11.22'
S01°06'01"W 99.31'
40.00'
S01°06'01"W
99.61'
40.00'
S01°06'01"W
99.61'
40.00'
S01°06'01"W
99.62'
40.00'
S01°06'01"W
99.63'
8.74'
C
1
4
0
S01°06'01"W 107.65'
C
1
4
1
122.70'
42.00'
20.00'
N01°06'01"E
35.64'
TRACT A
ADA&EAE
22,070 sq. ft.
0.507 ac.
21.10'
220.92'
101.22'
30.00'
82.81'
40.00' 40.00' 22.25'
N88°54'24"W 218.46'
36.21' 40.00'
C144
C
1
4
3
64.50'
40.00'
9.93'
12.00'
LOT 19
3737 sq.ft.
LOT 14
3570 sq.ft.
LOT 15
3570 sq.ft.
LOT 16
3570 sq.ft.
LOT 17
3570 sq.ft.
LOT 18
3570 sq.ft.
LOT 9
3400 sq.ft.
LOT 6
3700 sq.ft.
LOT 7
3400 sq.ft.
LOT 8
3400 sq.ft.
LOT 11
3400 sq.ft.
LOT 10
3400 sq.ft. LOT 12
4872 sq.ft.
LOT 3
3400 sq.ft. LOT 1
3489 sq.ft.
LOT 4
3400 sq.ft.
LOT 2
3400 sq.ft.
TRACT F
D&AE
15,183 sq. ft.
0.349 ac.
TRACT C 1,929 sq. ft.
0.044 ac.
TRACT D
DAE
2,396 sq. ft.
0.055 ac.
TRACT E
UDA&EAE
16,016 sq. ft.
0.368 ac.
TRACT I
DE
1,963 sq. ft.
0.045 ac.
LOT 7
3995 sq.ft.
LOT 10
3400 sq.ft.
LOT 12
3400 sq.ft.
LOT 9
4176 sq.ft.
LOT 8
3995 sq.ft.
LOT 11
3400 sq.ft.
LOT 15
3990 sq.ft.
LOT 19
3832 sq.ft.
LOT 17
3990 sq.ft.
LOT 3
3985 sq.ft.
LOT 13
4434 sq.ft.
LOT 5
LOT 4 4067 sq.ft.
3985 sq.ft.
LOT 2
3984 sq.ft.
LOT 1
3984 sq.ft.
LOT 6
5814 sq.ft.
LOT 21
3283 sq.ft.
LOT 23
4006 sq.ft.
TRACT A
ADA&EAE
22,070 sq. ft.
0.507 ac.
BLOCK 1
BLOCK 1
BLOCK 1
BLOCK 2
BLOCK 2
BLOCK 2
TRACT E
UDA&EAE
16,016 sq. ft.
0.368 ac.
BLOCK 2
BLOCK 2
25.5'
25.5'
9' UE
UNPLATTED
UNINCORPORATED
LOT 6
OWNER:
POUDRE R-1 SCHOOL DISTRICT
CURRENT ZONING - LMN
CURRENT ZONING - LMN
UNPLATTED
REC. NO.
2000004772
UNPLATTED
REC. NO. 20030035535
CURRENT ZONING = LMN
GREEN ACRES SECOND
25.5'
25.5'
TRACT Y
TRACT Y
15' UE
8' UE
8' UE
8' UE 9' AE&UE
8' UE
8' UE
8' UE
8' UE
9' UE
9' UE
9' UE
9' UE
8' UE
8' UE
SIGHT DISTANCE
EASEMENT
SIGHT
DISTANCE
EASEMENT
9' UE
8' UE 8' UE
9' UE
D&AE
(WIDTH
VARIES)
8' UE
8' UE
STEPHENS SUBDIVISION
LOT 1
STEPHENS SUBDIVISION
LOT 4
40' ROW PER
STEPHENS SUBDIVISION
REC. NO. 20100025422
30' ROW PER ROAD
BOOK 4 PAGE 210
POUDRE R-1
SCHOOL DISTRICT
Delta= 25°55'40"
R=139.50' L=63.13'
Dir= N14°03'28"E
Chord= 62.59'
N01°07'03"E 63.25'
30'
30'
30'
30'
25'
BLOCK 2 BLOCK 2
TRACT H
UDA&EAE
2,470 sq. ft.
0.057 ac.
PORTION OF REC. NO. 20030035535
TO BE CONVEYED BY SEPARATE
DOCUMENT REC. NO. ______TBD_______
(HATCHED AREA)
PORTION OF REC. NO. 20030035535
TO BE CONVEYED BY SEPARATE
DOCUMENT REC. NO. _______TBD_______
(HATCHED AREA)
9' UE
239.89'
S01°05'36"W
30.00'
S00°32'59"W
265.99'
S00°32'59"W
30.00'
S88°54'24"E
1305.72'
S01°05'36"W
30.00'
229.01'
12.0' ADD'L ROW
TO BE DEDICATED
BY THIS PLAT
BARTON DRIVE
(51' ROW PER
REC. NO. 20100037324)
WEST LINE OF THE SOUTH 1
2 OF THE
SOUTHWEST 1
4 OF THE NORTHEAST
1
4
OF SECTION 9-7-69
TRACT B
TRACT A
UE
ROSTEK ADDITION
BLOCK 1
CURRENT ZONING - LMN
LOT 5
LOT 4
LOT 3
WEBB AVENUE
(60' PUBLIC ROW
PER GREEN ACRES
SECOND)
LOT 8 LOT 22
LOT 7
NORTH LINE OF THE SOUTH 1
2
OF THE SOUTHWEST 1
4 OF THE
NORTHEAST 1
4 OF SECTION 9-7-69
SOUTH LINE OF THE SOUTH 1
2
OF THE SOUTHWEST 1
4 OF THE
NORTHEAST 1
4 SECTION 9-7-69
UNINCORPORATED
GREEN ACRES SECOND
UNINCORPORATED
30' ROW PER ROAD
BOOK 4 PAGE 210
30' ROW PER ROAD
BOOK 4 PAGE 210
30' ROW PER ROAD
BOOK 4 PAGE 210
S88°53'31"E 244.79'
UNPLATTED
REC. NO.
20100006121
UNPLATTED
REC. NO. 9709103103
N88°53'59"W 755.17'
C7
S33°53'48"W 184.77'
C6
C
11
9
C118
C
1
2
0
12.24'
C
1
2
5
172.53'
C
1
2
3
C
1
2
2
85.02'
20.00'
74.23' 50.00' 91.22' 55.07'
C
1
2
1
TRACT Y
UD&AE
507,232 sq. ft.
11.644 ac.
DE
TRACT B
DE
7,403 sq. ft.
0.170 ac.
DE
TRACT G
D&AE
1,580 sq. ft.
0.036 ac.
ADD'L ROW 2,833 sq. ft.
8' UE
8' UE
8' UE
C145
8' UE
10' UE
10' UE
10' AE&UE
5' UE
STORMWATER
DRAINAGE EASEMENT
PORTION OF STORMWATER REC. NO. 19990058225
DRAINAGE EASEMENT
REC. NO. 19990058225
TO BE VACATED BY ____TBD____
(HATCHED AREA)
LOT 13
3605 sq.ft.
10.11'
8' AE&UE
UE & DE
N00°06'16"E 264.12'
UE & DE
LOT 14
2771 sq.ft.
LOT 16
3040 sq.ft.
LOT 18
2923 sq.ft.
LOT 20
3705 sq.ft.
LOT 22
3266 sq.ft.
LOT 24
3941 sq.ft.
1.14'
S89°55'30"E
95.00'
29.17'
29.17'
S89°55'30"E
95.00'
S89°55'30"E 95.00'
32.00'
32.00'
30.77'
30.77'
S89°58'56"W
95.00'
30.45'
S00°04'30"W
38.60'
S00°04'30"W
40.41'
N88°53'59"W 83.52'
N00°04'30"E
39.74'
39.27' 29.73'
N00°04'30"E
39.27'
N88°53'59"W 101.22'
29.43'
3.79'
39.57'
39.57'
5.08'
30.54'
FND 1
2" SQUARE TOP BOLT
N85°01'59"W, 2.03' FROM CORNER
NOT ACCEPTED
Sheet
Of 8 Sheets
SANCTUARY ON THE GREEN 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.
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
SANCTUARY ON THE GREEN
A TRACT OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 9, TOWNSHIP 7 NORTH, RANGE 69 WEST OF
THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
SEE SHEET 6
NORTH
Robert C. Tessely
Registered Professional Land Surveyor
Colorado Registration No. 38470
For and on behalf of Northern Engineering Services, Inc.
PRELIMINARY 5
CITY OF FORT COLLINS
STATE OF COLORADO
KEYMAP
LAPORTE AVE.
TAFT HILL RD.
SHEET 5 SHEET 6 SHEET 7
SHEET
3
SHEET 4
LEGEND
BOUNDARY LINE
EXISTING RIGHT-OF-WAY
EASEMENT LINE
LOT LINE
FOUND PROPERTY CORNER
AS DESCRIBED
SET 18" #4 REBAR WITH BLUE
PLASTIC CAP, PLS 38470
FOUND SECTION CORNER
AS DESCRIBED
UE UTILITY EASEMENT
DRAINAGE & GRADING
DGE EASEMENT
SECTION LINE
DRAINAGE & ACCESS
D&AE EASEMENT
UTILITY, DRAINAGE,
ACCESS & EMERGENCY
ACCESS EASEMENT
UDA&EAE
AE ACCESS EASEMENT
LOW DENSITY MIXED-USE
LMN NEIGHBORHOOD DISTRICT
UTILITY, DRAINAGE & ACCESS
UD&AE EASEMENT
OPC ORANGE PLASTIC CAP
15' UE
8' UE
9' UE
9' UE
9' UE
8' UE
9' UE
9' UE
4' AE
4' AE
4' AE
4' AE
8' AE
EASEMENT
EXCLUSION
EAST LINE OF THE
SOUTHEAST 1
4 OF THE
NORTHEAST 1
4
SECTION 9-7-69
BASIS OF BEARINGS
N00°54'31"E
1322.29'
40.0'
27.5' ROW PER
BELLWETHER FARM
40.00'
BELLWETHER FARM
TRACT G
N88°56'36"W
30'
40' 30'
N 1/16 COR S9/10-T7M-R69W
FND 2 1/2" ALUM. CAP IN
MON. BOX PLS 29407, 2008
LARIMER COUNTY
11' UE
27'
NORTH LINE OF THE NORTH 1
2
OF THE SOUTHEAST 1
4 OF THE
NORTHEAST 1
4 OF SECTION 9-7-69
CURRENT ZONING - LMN
30'
60' ROW PER
BELLWETHER
FARM
30'
30'
30'
30'
29'
30'
30'
30'
30'
20'
30'
30'
8' UE
2.0' ADD'L ROW
TO BE DEDICATED
BY THIS PLAT
2.0' ADDITIONAL ROW
TO BE DEDICATED
BY THIS PLAT
30' 30'
60' ROW PER
ROAD BOOK R
PAGE 11
10' ROW PER REC.
NO. 20060028660
10' ROW PER REC.
NO. 20060028660
75' ELECTRIC TRANSMISSION
LINE EASEMENT
BOOK 914 PAGE 3175
POINT OF
COMMENCEMENT
POINT OF
BEGINNING
C14
N41°19'45"E 224.11'
C15
S88°50'51"E 395.24'
C16
C17
N88°50'51"W 133.87'
C18
S01°00'00"W 141.53'
C19
C20
N01°00'00"E 313.12'
C21
N88°50'51"W 175.87'
C22
S41°19'45"W 224.11'
C23
N88°50'51"W
203.76'
N88°50'51"W
218.76'
C
5
S41°19'45"W
224.11'
C
4
N01°00'00"E
262.71'
N77°49'45"E
21.12'
23.74'
C
31
N14°08'01"W
12.44'
N65°40'15"W 91.95'
C
35
50.23'
S88°50'51"E 167.56'
C41
C39
S88°50'51"E 126.27'
C40
C36
C37
C38
C44
L8
L7
C43
C42
S88°50'51"E 420.22'
N41°39'54"W 88.41'
N46°23'47"E 107.06'
N59°54'57"E 137.05'
N74°22'28"E 131.61'
C50
C49
S01°01'57"W 103.14'
C48
N88°58'03"W 86.85'
C47
N67°59'39"E 81.95'
C45
S01°01'54"W 248.52'
N01°01'54"E 72.65'
C52
C51
N01°01'54"E 115.93'
S65°40'15"E 80.87'
S24°19'45"W 75.31'
N64°53'09"W 127.00'
N66°08'54"W 141.44'
S65°40'15"E 120.68'
S65°40'15"E 262.39'
S65°11'36"E 142.42'
N88°54'17"W 102.02'
N01°05'43"E 68.44'
N89°38'22"E 94.74'
LOT 14
2422 sq.ft.
LOT 19
2184 sq.ft.
LOT 23
2408 sq.ft.
LOT 25
3365 sq.ft.
LOT 24
2383 sq.ft.
LOT 21
3320 sq.ft.
LOT 22
2126 sq.ft.
LOT 12
3346 sq.ft.
LOT 16
3139 sq.ft.
LOT 15
2138 sq.ft.
LOT 13
2396 sq.ft.
LOT 17
3733 sq.ft.
LOT 18
2490 sq.ft.
LOT 20
3793 sq.ft.
BLOCK 3
BLOCK 3
BLOCK 3
BLOCK 3
L4
20.90'
S25°06'51"W 99.14'
40.66'
C
5
3
22.00'
S25°06'51"W 99.44'
22.00'
25.00'
S25°06'51"W 99.78'
25.00'
C
5
5
50.31' 25.00'
39.34'
46.64'
25.00'
C
5
6
8.61'
S23°51'06"W 96.35'
34.03'
22.21'
S23°51'06"W 96.17'
22.21'
25.21'
S23°51'06"W 95.96'
25.21'
25.00'
S23°51'06"W 95.75'
25.00'
35.00'
S23°51'06"W 95.46'
35.00'
N24°19'48"E 95.21'
35.79'
S24°48'24"W 94.95'
4.47'
30.53'
N24°19'51"E 95.42'
25.00'
25.00'
N24°19'53"E 95.63'
25.21'
25.21'
N24°19'56"E 95.81'
22.21'
22.21'
35.00'
N24°48'24"E 96.10'
34.21'
20.00'
C54
41.17'
L5
124.44'
S24°19'45"W
30.00'
4.65'
LOT 9
1482 sq.ft.
LOT 7
1484 sq.ft.
LOT 8
1483 sq.ft.
LOT 10
1803 sq.ft.
LOT 6
1982 sq.ft.
LOT 5
2346 sq.ft.
LOT 4
1524 sq.ft.
LOT 3
1542 sq.ft.
LOT 2
1522 sq.ft.
LOT 1
1744 sq.ft.
LOT 13
1507 sq.ft.
LOT 14
2037 sq.ft.
LOT 11
1848 sq.ft.
LOT 12
1507 sq.ft.
LOT 17
1461 sq.ft.
LOT 19
2198 sq.ft.
LOT 18
1461 sq.ft.
LOT 15
2337 sq.ft.
LOT 16
1461 sq.ft.
LOT 20
2121 sq.ft.
LOT 21
1463 sq.ft.
LOT 23
1463 sq.ft.
LOT 22
1463 sq.ft.
LOT 24
1796 sq.ft.
N22°00'21"W 63.35'
C
5
7
S22°00'21"E 68.10'
C
5
8
S22°00'21"E 69.93'
C
5
9
S22°00'21"E 69.97'
C
6
0
S22°00'21"E 68.45'
C
6
1
S05°43'50"E
66.71'
C
6
2
0.94'
S01°09'09"W 67.50'
22.00'
S01°09'09"W 67.45'
27.00'
22.00'
S01°09'09"W 67.41'
22.00'
22.00'
S01°09'09"W 67.36'
22.00'
27.03'
N88°58'03"W 96.85'
14.95'
N01°05'43"E 68.52'
10.95'
48.55'
31.02'
N01°05'43"E
68.49'
22.00'
22.00'
N01°05'43"E 68.47'
22.00'
22.00'
27.00'
27.00'
N88°50'51"W 66.39'
35.89'
51.91'
21.43'
N88°50'51"W
66.40'
22.00'
22.00'
N88°50'51"W 66.41'
22.00'
22.00'
N88°50'51"W 66.42'
22.00'
22.00'
N88°58'03"W
46.44'
14.44'
34.31'
N88°50'51"W 66.47'
S88°58'03"E
46.46'
33.27'
N88°50'51"W
66.49'
22.00'
22.00'
N88°50'51"W 66.50'
22.00'
22.00'
N88°50'51"W 66.51'
22.00'
22.00'
N88°50'51"W 66.53'
2.99'
24.01'
27.00'
S67°59'39"W 81.95'
30.00'
20.00'
N88°58'03"W
30.00'
123.69'
BLOCK 4
BLOCK 4
57.45'
C
7
1
42.54'
S00°21'38"E 105.88'
S00°21'38"E 105.88'
S00°21'38"E 90.41'
27.21'
N00°21'38"W 90.81'
C
7
2
182.94'
C
7
3
45.12'
C
7
4
30.00'
19.92'
S88°50'51"E 77.16'
264.93'
BLOCK 5
BLOCK 5
BLOCK 5
LOT 7
1465 sq.ft.
LOT 14
2113 sq.ft.
LOT 17
1696 sq.ft.
LOT 15
2115 sq.ft.
LOT 16
1695 sq.ft.
LOT 18
2083 sq.ft.
LOT 11
1689 sq.ft.
LOT 13
1691 sq.ft.
LOT 12
1690 sq.ft.
LOT 10
2679 sq.ft.
LOT 5
2319 sq.ft.
LOT 6
1465 sq.ft.
LOT 9
2212 sq.ft.
LOT 8
1465 sq.ft.
LOT 3
1464 sq.ft.
LOT 2
1463 sq.ft.
LOT 4
1837 sq.ft.
LOT 1
1793 sq.ft.
C
7
5
5.05'
S89°09'09"E 66.51'
27.85'
22.00'
S89°09'09"E
66.52'
22.00'
22.00'
S89°09'09"E 66.53'
22.00'
29.01'
S88°58'03"E
46.55'
8.80'
N88°58'03"W
46.56'
36.19'
S88°50'51"E 66.58'
16.05'
22.00'
S88°50'51"E
66.59'
22.00'
22.00'
S88°50'51"E 66.60'
22.00'
22.00'
S88°50'51"E 66.61'
22.00'
19.35'
52.09'
33.88'
N88°50'51"W 76.75'
36.65'
51.78'
11.76'
N88°50'51"W 76.80'
22.00'
22.00'
N88°50'51"W 76.84'
22.00'
22.00'
N88°50'51"W 76.89'
22.00'
22.00'
N88°50'51"W
76.95'
27.47'
27.47'
N88°50'51"W 77.01'
27.47'
27.47'
N88°50'51"W 77.06'
22.00'
22.00'
N88°50'51"W 77.10'
22.00'
22.00'
27.00'
27.00'
20.00'
30.00'
N88°58'06"W
59.39'
LOT 34
1430 sq.ft.
LOT 37
1430 sq.ft.
LOT 23
1885 sq.ft.
LOT 18
3160 sq.ft.
LOT 19
1880 sq.ft.
LOT 20
1881 sq.ft.
LOT 21
3450 sq.ft.
LOT 29
1890 sq.ft.
LOT 27
1888 sq.ft.
LOT 28
1889 sq.ft.
LOT 30
3347 sq.ft.
LOT 22
3311 sq.ft.
LOT 25
3173 sq.ft.
LOT 24
1885 sq.ft.
LOT 26
2317 sq.ft.
LOT 31
2713 sq.ft.
LOT 35
1755 sq.ft.
LOT 33
1430 sq.ft.
LOT 32
1430 sq.ft.
LOT 40
1862 sq.ft.
LOT 39
1430 sq.ft.
LOT 38
1430 sq.ft.
LOT 36
1755 sq.ft.
LOT 45
2785 sq.ft.
LOT 46
2910 sq.ft.
LOT 13
2960 sq.ft.
LOT 10
1883 sq.ft.
LOT 11
1887 sq.ft.
LOT 12
1916 sq.ft.
LOT 16
1877 sq.ft.
LOT 15
1881 sq.ft.
LOT 17
2304 sq.ft.
LOT 14
2716 sq.ft.
LOT 42
1433 sq.ft.
LOT 44
1434 sq.ft.
LOT 43
1431 sq.ft.
LOT 41
2569 sq.ft.
LOT 48
1431 sq.ft.
LOT 47
1434 sq.ft.
LOT 50
2093 sq.ft.
LOT 49
1434 sq.ft.
LOT 2
1882 sq.ft.
LOT 1
2355 sq.ft.
LOT 3
1874 sq.ft.
LOT 7
1844 sq.ft.
LOT 6
1851 sq.ft.
LOT 4
2780 sq.ft.
LOT 8
4303 sq.ft.
LOT 9
3054 sq.ft.
27.02'
S41°39'54"E 86.10'
C114
22.01'
S41°39'54"E 85.18'
C
1
1
5
C113
22.01'
S41°39'54"E 85.42'
C
1
1
2
36.02'
S36°40'54"E 88.00'
C
1
11
36.10'
S30°57'46"E 84.69'
C
1
1
0
22.00'
S30°57'46"E 83.79'
C
10
9
22.00'
S30°57'46"E 84.02'
C
10
8
56.94'
S22°03'50"E 88.70'
C
10
7
41.19'
S14°09'21"E 85.88'
C
10
6
22.01'
S14°09'21"E 85.49'
C
1
05
22.01'
S14°09'21"E 86.24'
C
10
4
22.01'
S14°09'21"E 88.14'
C
1
0
3
24.36'
C
1
02
35.59'
S01°09'09"W 85.93'
C
1
0
1
22.00'
S01°09'09"W 85.30'
LOT 5
2731 sq.ft.
C
10
0
22.00'
S01°09'09"W 85.33'
C99
27.00'
27.00'
37.00'
37.00'
S01°09'09"W 85.44'
22.00'
S01°09'09"W 85.47'
22.00'
22.00'
S01°09'09"W 85.51'
22.00'
40.33'
S01°09'09"W 85.58'
40.33'
38.67'
S01°09'09"W 85.64'
38.67'
22.00'
S01°09'09"W 85.68'
22.00'
22.00'
S01°09'09"W 85.71'
22.00'
37.00'
S01°09'09"W 85.78'
37.00'
27.00'
S01°09'09"W 85.82'
27.00'
22.00'
S01°09'09"W 85.86'
22.00'
22.00'
S01°09'09"W 85.90'
22.00'
22.00'
S01°09'09"W 85.93'
22.00'
38.75'
86.00'
39.12'
18.95'
43.55'
39.89'
N01°23'51"E 65.00'
22.00'
22.00'
N01°23'51"E 65.00'
22.00'
22.00'
N01°23'51"E 65.00'
22.00'
22.00'
N01°23'51"E 65.00'
27.00'
50.61' 27.00'
N01°00'00"E
44.95'
31.00'
N01°23'51"E 65.00'
23.13'
S01°00'00"W
45.05'
43.53'
N01°23'51"E 65.00'
27.00'
27.00'
N01°23'51"E 65.00'
22.00'
22.00'
N01°23'51"E 65.00'
22.00'
22.00'
N01°23'51"E 65.00'
22.00'
29.75' 22.00'
N01°00'00"E
44.95'
10.14'
N09°25'03"W 65.30'
C
9
8
S01°00'00"W
44.84'
7.41'
C
8
7
N09°25'03"W 65.06'
C
97
C
86
N09°25'03"W 65.07'
C
95
C
8
5
N09°25'03"W 65.32'
C
94
C
84
N22°05'19"W
65.05'
C
93
C
8
3
N33°48'03"W 65.32'
C
9
2
C
81
N33°48'03"W 65.08'
C
91
C
80
N33°48'03"W 65.07'
C
90
C
7
9
N33°48'03"W 65.31'
C
89
C
7
8
C
7
7
N46°47'03"W
43.72'
C
8
8
N46°47'03"W 54.70'
N48°40'15"W
30.00'
2.38'
30.00'
30.00' 29.00'
C
76
4.19'
18.11'
BLOCK 6
BLOCK 6
BLOCK 6
BLOCK 6 BLOCK 6
BLOCK 4
BLOCK 4
196.18'
772.11'
TRACT Q
UDA&EAE
9,674 sq. ft.
0.222 ac.
TRACT O
D&AE
151,398 sq. ft.
3.476 ac.
TRACT U
UDA&EAE
30,132 sq. ft.
0.692 ac.
TRACT S
UDA&EAE
14,573 sq. ft.
0.335 ac.
TRACT S
UDA&EAE
14,573 sq. ft.
0.335 ac.
TRACT T
UDA&EAE
8,959 sq. ft.
0.206 ac.
TRACT V
D&AE
3,218 sq. ft.
0.074 ac.
TRACT Y
UD&AE
507,232 sq. ft.
11.644 ac.
TRACT Z
D&AE
36,650 sq. ft.
0.841 ac.
TRACT X
UDA&EAE
31,689 sq. ft.
0.727 ac.
9' UE
UTILITY
EASEMENT
UTILITY
EASEMENT
4.5' AE
TRACT W
D&AE
2,729 sq. ft.
0.063 ac.
8' UE
8' UE
N36°33'17"E
80.04'
N13°22'06"E
124.08'
5' UE
17' AE
EXISTING TOP OF BANK
AS LOCATED BY FIELD
SURVEY SEPTEMBER 2018
EXISTING TOP OF BANK
AS LOCATED BY FIELD
SURVEY SEPTEMBER 2018
9' UE
L29
9' UE
NEW MERCER DITCH
NEW MERCER DITCH
WEST LINE OF
NEW MERCER DITCH
PER RECEPTION
NO. 20040005830
5' UE
3' UE
3' UE
4' UE
ACCESS EASEMENT
(WIDTH VARIES)
ACCESS EASEMENT
(WIDTH VARIES) 17' AE
L33
L32
L31
L30
L28
15.00'
8.00'
UE
UE
UE
S65°40'15"E
197.09'
9' UE
27.03'
57.30'
C
4
6
17.17'
22.00'
13.69' 22.00' 22.00'
C
6
3
66.71'
C
6
4
C65
4.00'
LOT 6
4283 sq.ft.
LOT 7
2647 sq.ft.
LOT 8
2747 sq.ft.
LOT 9
1746 sq.ft.
LOT 10
2269 sq.ft.
LOT 11
2402 sq.ft.
S00°21'38"E 80.83'
17.00'
L6
20.71'
25.00'
57.45'
25.00'
15' MAINTENANCE
ACCESS EASEMENT
15' MAINTENANCE
ACCESS EASEMENT
AE
8' UE
TRACT R
D&AE
163,687 sq. ft.
3.758 ac.
TRACT R
D&AE
163,687 sq. ft.
3.758 ac.
TRACT R
D&AE
163,687 sq. ft.
3.758 ac.
S00°21'38"E 80.88'
N00°21'38"W 65.75'
40.75'
N89°33'47"E 25.00'
5' UE BLOCK 3
Sheet
Of 8 Sheets
SANCTUARY ON THE GREEN 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.
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
SANCTUARY ON THE GREEN
A TRACT OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 9, TOWNSHIP 7 NORTH, RANGE 69 WEST OF
THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
Robert C. Tessely
Registered Professional Land Surveyor
Colorado Registration No. 38470
For and on behalf of Northern Engineering Services, Inc.
PRELIMINARY
SEE SHEET 3
SEE SHEET 7
NORTH
4
CITY OF FORT COLLINS
STATE OF COLORADO
KEYMAP
LAPORTE AVE.
TAFT HILL RD.
SHEET 5 SHEET 6 SHEET 7
SHEET
3
SHEET 4
LEGEND
BOUNDARY LINE
EXISTING RIGHT-OF-WAY
EASEMENT LINE
LOT LINE
FOUND PROPERTY CORNER
AS DESCRIBED
SET 18" #4 REBAR WITH BLUE
PLASTIC CAP, PLS 38470
FOUND SECTION CORNER
AS DESCRIBED
UE UTILITY EASEMENT
DRAINAGE & GRADING
DGE EASEMENT
SECTION LINE
DRAINAGE & ACCESS
D&AE EASEMENT
UTILITY, DRAINAGE,
ACCESS & EMERGENCY
ACCESS EASEMENT
UDA&EAE
AE ACCESS EASEMENT
LOW DENSITY MIXED-USE
LMN NEIGHBORHOOD DISTRICT
UTILITY, DRAINAGE & ACCESS
UD&AE EASEMENT
OPC ORANGE PLASTIC CAP
LOT 25
EASEMENT
EXCLUSION
S88°56'36"E 1269.88'
LOT 23
REPLAT OF THE GREEN ACRES SUBDIVISION
LOT 24
LOT 27
LOT 29
LOT 26
LOT 30
LOT 28
LOT 14
REPLAT OF THE GREEN ACRES SUBDIVISION
TRACT D
TRACT H
TRACT G
BELLWETHER FARM
26'
27'
NORTH LINE OF THE NORTH 1
2
OF THE SOUTHEAST 1
4 OF THE
NORTHEAST 1
4 OF SECTION 9-7-69
WEST LINE OF THE NORTHWEST 1
4 OF THE
SOUTHEAST 1
4 OF THE NORTHEAST
1
4
SECTION 9-7-69
WEST LINE OF THE SOUTHWEST 1
4 OF THE
SOUTHEAST 1
4 OF THE NORTHEAST
1
4
SECTION 9-7-69
UNINCORPORATED
66.10'
CURRENT ZONING - LMN
LOT 31
REPLAT OF THE GREEN ACRES SUBDIVISION
UNINCORPORATED
STORMWATER
DRAINAGE EASEMENT
REC. NO. 19990058225
BOOK 990
PAGE 383
C14
C23
C
4
N00°00'00"E
70.75'
C
27
N23°46'20"E
62.57'
C
2
8
L37
C
2
9
S89°52'25"W
118.02'
L36
N77°49'45"E
21.12'
23.74'
C
3
1
N14°08'01"W
12.44'
N65°40'15"W 91.95'
C
3
2
S23°46'20"W
61.86'
C
33
S00°00'00"E
57.91'
C
3
5
50.23'
N89°38'22"E 94.74'
40.66'
57.45'
C
7
1
42.54'
C
72
772.11'
TRACT Y
UD&AE
507,232 sq. ft.
11.644 ac.
TRACT Y
UD&AE
507,232 sq. ft.
11.644 ac.
TRACT Y
TRACT X
UDA&EAE
31,689 sq. ft.
0.727 ac.
TRACT Z
D&AE
36,650 sq. ft.
0.841 ac.
TRACT Z
D&AE
36,650 sq. ft.
0.841 ac.
TRACT X
UDA&EAE
31,689 sq. ft.
0.727 ac.
9' UE
EXISTING TOP OF BANK
AS LOCATED BY FIELD
SURVEY SEPTEMBER 2018
STORMWATER
DRAINAGE EASEMENT
REC. NO. 19990058225
9' UE
WEST LINE OF NEW MERCER DITCH
PER RECEPTION NO. 20040005830
NEW MERCER DITCH
STORMWATER
DRAINAGE EASEMENT
REC. NO. 19990058225
15.00'
24'
L35
L34
N89°52'09"E
46.98'
C
1
2
4
N00°41'43"E
139.97'
S89°18'25"E
24.00'
S00°41'43"W
137.23'
C
3
0
S65°40'15"E
16.35'
S65°40'15"E
197.09'
LOT 6
4283 sq.ft.
57.45'
TRACT R
163,687 sq. ft.
Sheet
Of 8 Sheets
SANCTUARY ON THE GREEN 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.
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
SANCTUARY ON THE GREEN
A TRACT OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 9, TOWNSHIP 7 NORTH, RANGE 69 WEST OF
THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
Robert C. Tessely
Registered Professional Land Surveyor
Colorado Registration No. 38470
For and on behalf of Northern Engineering Services, Inc.
PRELIMINARY
NORTH
SEE SHEET 4
LEGEND
BOUNDARY LINE
EXISTING RIGHT-OF-WAY
EASEMENT LINE
LOT LINE
FOUND PROPERTY CORNER
AS DESCRIBED
SET 18" #4 REBAR WITH BLUE
PLASTIC CAP, PLS 38470
FOUND SECTION CORNER
AS DESCRIBED
UE UTILITY EASEMENT
DRAINAGE & GRADING
DGE EASEMENT
SECTION LINE
DRAINAGE & ACCESS
D&AE EASEMENT
UTILITY, DRAINAGE,
ACCESS & EMERGENCY
ACCESS EASEMENT
UDA&EAE
SEE SHEET 6
3
CITY OF FORT COLLINS
STATE OF COLORADO
AE ACCESS EASEMENT
LOW DENSITY MIXED-USE
LMN NEIGHBORHOOD DISTRICT
UTILITY, DRAINAGE & ACCESS
EASEMENT
KEYMAP
LAPORTE AVE.
TAFT HILL RD.
SHEET 5 SHEET 6 SHEET 7
SHEET
3
SHEET 4
SEE SHEET 6
OPC ORANGE PLASTIC CAP
UD&AE
BLOCK 2
BLOCK 2
BLOCK 2
BLOCK 2
BLOCK 2
STREET A
LAPORTE AVENUE
BLOCK 2
TRACT A
C-S-N 1/64 COR
SECTION 9
C 1/4 COR
SECTION 9
TRACT Y
UD&AE
LOT 37
ADD'L ROW
BLOCK 2
LOT 14
LOT 16
LOT 18
LOT 20
LOT 22
LOT 24 LOT 25
LOT 27
LOT 32
LOT 30
LOT 33
LOT 35 LOT 38
LOT 39
N. TAFT HILL ROAD
TRACT X
LOT 40
TRACT U
BLOCK 2
STREET C
STREET B
LAPORTE AVENUE
STREET B
TRACT X
NE 1/16 COR
SECTION 9
C-S-NE 1/64 COR
SECTION 9
C-E 1/16 COR
SECTION 9
E 1/4 COR
SECTION 9
N 1/16 COR
SECTION 9/10
LOT 34
LOT 37
LOT 23
LOT 18
LOT 19
LOT 20
LOT 16
LOT 15
LOT 17
LOT 14
LOT 21
LOT 29
LOT 27
LOT 28
LOT 30
LOT 22
LOT 25
LOT 24
LOT 26
LOT 31
LOT 35
LOT 33
LOT 32
LOT 40
LOT 39
LOT 38
LOT 36
LOT 14
LOT 17
LOT 15
LOT 16
LOT 18
LOT 11
LOT 13
LOT 12
LOT 10
LOT 5
LOT 6
LOT 9
LOT 8
LOT 3
LOT 2
LOT 4
LOT 1
LOT 7
LOT 19
LOT 18
LOT 15
LOT 16
LOT 20
LOT 21
LOT 23
LOT 22
LOT 24
LOT 17
BLOCK 5
BLOCK 5
TRACT N
TRACT O
TRACT P
TRACT Q
TRACT Z
STREET A
TRACT U
TRACT
V
TRACT
W
TRACT T
TRACT S
LOT 19
LOT 23
LOT 9
LOT 7
LOT 8
LOT 10
LOT 6
LOT 5
LOT 4
LOT 3
LOT 2
LOT 1
LOT 13
LOT 14
LOT 11
LOT 12
LOT 25
LOT 24
LOT 21
LOT 22
LOT 12
LOT 16
LOT 15
LOT 13
LOT 17
LOT 18
LOT 20
LOT 14
LOT
45
LOT 13
LOT 2
LOT 1
LOT 3
LOT 5
LOT 7
LOT 6
LOT 4
LOT 8
LOT 10
LOT 11
LOT 12
LOT 9
LOT 42
LOT 44
LOT 43
LOT 41
LOT 48
LOT
46
LOT 47
LOT 50
LOT 49
BLOCK 4
BLOCK 4
BLOCK 4
BLOCK 4
BLOCK 5
BLOCK 3
BLOCK 3
BLOCK 3
BLOCK 3
BLOCK 3
TRACT X
TRACT Y
LOT 37
BLOCK 6
BLOCK 6
BLOCK 6
BLOCK 6
TRACT R
ADD'L ROW
EXISTING TOP OF BANK
AS LOCATED BY FIELD
SURVEY SEPTEMBER 2018
BLOCK 6
WEST LINE OF
NEW MERCER DITCH
PER RECEPTION
NO. 20040005830
NEW MERCER DITCH
LOT 1
LOT 4
LOT 3
LOT 2
LOT 5
LOT 8
LOT 7
LOT 6
LOT 11
LOT 10
LOT 9
LOT 38
LOT 39
TRACT O
CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C33
C34
C35
C36
C37
C38
C39
C40
C41
C42
DELTA
57°17'55"
28°21'14"
28°59'41"
44°24'08"
49°49'23"
6°54'43"
57°18'59"
28°21'14"
28°59'41"
86°28'03"
28°21'14"
28°59'41"
93°31'57"
44°24'08"
27°16'37"
90°21'53"
89°45'18"
90°09'09"
68°53'59"
248°53'59"
89°50'51"
42°56'32"
44°24'08"
89°38'22"
92°06'55"
90°56'08"
23°46'20"
89°26'35"
24°27'20"
66°21'57"
4°47'42"
90°33'25"
23°46'20"
90°21'38"
39°36'25"
95°21'03"
40°40'08"
91°45'52"
90°09'09"
89°50'51"
90°09'09"
47°58'05"
RADIUS
165.00'
165.00'
165.00'
300.00'
300.00'
139.50'
139.50'
139.50'
190.50'
14.50'
190.50'
139.50'
14.50'
328.50'
328.50'
25.00'
25.00'
14.50'
39.50'
60.50'
14.50'
271.50'
271.50'
25.27'
10.00'
7.01'
468.00'
25.00'
38.00'
25.00'
328.50'
22.00'
442.00'
20.00'
328.50'
20.00'
393.00'
20.00'
20.00'
20.00'
20.00'
423.00'
LENGTH
165.01'
81.65'
83.50'
232.49'
260.87'
16.83'
139.55'
69.03'
96.40'
21.88'
94.27'
70.59'
23.67'
254.58'
156.39'
39.43'
39.16'
22.82'
47.50'
262.82'
22.74'
203.49'
210.40'
39.53'
16.08'
11.12'
194.17'
39.03'
16.22'
28.96'
27.49'
34.77'
183.39'
31.54'
227.08'
33.28'
278.95'
32.03'
31.47'
31.36'
31.47'
354.14'
BEARING
N62°32'46"E
S74°43'22"E
S75°02'35"E
S19°07'41"W
S66°14'27"W
S30°22'28"W
S62°33'17"W
N74°43'22"W
N75°02'35"W
N46°18'24"W
S74°43'22"E
S75°02'35"E
N43°41'36"E
N19°07'41"E
N54°58'04"E
N46°05'27"E
N43°58'10"W
S46°04'34"W
S33°27'00"E
S56°33'00"W
N43°55'26"W
S62°48'01"W
S19°07'41"W
S44°13'02"W
N42°58'56"W
N45°31'16"E
N11°53'10"E
N20°56'57"W
N77°53'55"W
S32°29'16"E
S38°55'54"W
S69°03'03"W
S11°53'10"W
S45°10'49"E
S16°43'50"W
N00°53'28"E
N68°54'04"E
S44°52'56"E
N46°04'34"E
S43°55'26"E
N46°04'34"E
N67°10'06"E
CHORD
158.22'
80.82'
82.61'
226.71'
252.73'
16.82'
133.80'
68.33'
95.38'
19.86'
93.31'
69.84'
21.13'
248.25'
154.92'
35.47'
35.28'
20.53'
44.69'
99.78'
20.48'
198.76'
205.18'
35.62'
14.40'
9.99'
192.78'
35.18'
16.10'
27.37'
27.48'
31.26'
182.07'
28.37'
222.59'
29.57'
273.13'
28.72'
28.32'
28.25'
28.32'
343.88'
CURVE TABLE
CURVE
C43
C44
C45
C46
C47
C48
C49
C50
C51
C52
C53
C54
C55
C56
C57
C58
C59
C60
C61
C62
C63
C64
C65
C68
C69
C70
C71
C72
C73
C74
C75
C76
C77
C78
C79
C80
C81
C82
C83
C84
C85
C86
DELTA
1°45'46"
91°53'11"
23°02'18"
90°00'00"
23°02'18"
90°00'00"
90°00'00"
90°00'00"
90°00'03"
89°59'57"
18°56'31"
2°09'09"
90°00'00"
90°00'00"
5°47'17"
4°39'36"
4°38'39"
4°39'31"
9°24'08"
6°52'51"
6°09'08"
13°12'43"
3°40'28"
5°36'10"
14°50'06"
8°24'49"
7°04'36"
16°13'52"
13°47'21"
34°00'44"
34°53'15"
4°30'13"
4°36'03"
3°50'47"
3°50'16"
3°50'47"
6°38'29"
57°17'10"
6°12'39"
3°50'47"
3°50'16"
3°50'47"
RADIUS
452.67'
10.00'
110.00'
10.00'
90.00'
20.00'
20.00'
20.00'
20.00'
20.00'
271.50'
271.50'
25.00'
25.00'
271.50'
271.50'
271.50'
271.50'
271.50'
271.50'
110.00'
110.00'
110.00'
65.00'
85.00'
85.00'
271.50'
271.50'
271.50'
39.50'
39.50'
328.50'
328.50'
328.50'
328.50'
328.50'
328.50'
190.50'
328.50'
328.50'
328.50'
328.50'
LENGTH
13.93'
16.04'
44.23'
15.71'
36.19'
31.42'
31.42'
31.42'
31.42'
31.42'
89.76'
10.20'
39.27'
39.27'
27.43'
22.08'
22.01'
22.08'
44.55'
32.61'
11.81'
25.37'
7.05'
6.36'
22.01'
12.48'
33.53'
76.91'
65.34'
23.45'
24.05'
25.82'
26.38'
22.05'
22.00'
22.05'
38.08'
190.47'
35.61'
22.05'
22.00'
22.05'
BEARING
N42°14'29"E
S87°16'21"W
N79°30'48"E
S46°01'57"W
S79°30'48"W
N43°58'03"W
S46°01'57"W
S43°58'03"E
N46°01'56"E
N43°58'04"W
N29°42'21"E
N40°15'11"E
S20°40'15"E
N69°19'45"E
N58°00'45"E
N63°14'12"E
N67°53'19"E
N72°32'24"E
N79°34'13"E
N87°42'43"E
S87°57'23"W
S78°16'28"W
S69°49'53"W
S78°19'37"E
S82°56'35"E
N79°43'56"W
N00°27'55"E
N12°07'09"E
N48°13'26"E
N50°53'37"W
N16°26'38"W
S43°34'52"W
S48°08'00"W
S52°21'25"W
S56°11'57"W
S60°02'29"W
S65°17'08"W
N62°32'23"E
S71°42'42"W
S76°44'25"W
S80°34'57"W
S84°25'29"W
CHORD
13.93'
14.37'
43.93'
14.14'
35.95'
28.28'
28.28'
28.28'
28.28'
28.28'
89.35'
10.20'
35.36'
35.36'
27.41'
22.08'
22.00'
22.07'
44.50'
32.59'
11.81'
25.31'
7.05'
6.35'
21.95'
12.47'
33.51'
76.66'
65.18'
23.11'
23.68'
25.81'
26.37'
22.05'
22.00'
22.05'
38.06'
182.63'
35.59'
22.05'
22.00'
22.05'
CURVE TABLE
CURVE
C87
C88
C89
C90
C91
C92
C93
C94
C95
C96
C97
C98
C99
C100
C101
C102
C103
C104
C105
C106
C107
C108
C109
C110
C111
C112
C113
C114
C115
C116
C117
C118
C119
C120
C121
C122
C123
C124
C125
C126
C127
C128
DELTA
4°48'16"
2°48'06"
3°12'46"
3°12'28"
3°12'46"
7°29'33"
7°17'28"
3°12'46"
3°12'28"
57°17'10"
3°12'47"
3°48'59"
0°15'22"
2°58'54"
3°38'21"
3°28'07"
2°59'09"
2°58'49"
2°58'59"
3°56'46"
5°53'34"
2°58'53"
2°58'53"
3°42'55"
3°50'37"
2°58'52"
0°36'50"
1°08'56"
2°19'54"
14°50'06"
89°59'59"
4°02'49"
13°31'46"
15°03'20"
24°39'15"
12°09'05"
45°09'53"
89°10'09"
21°25'24"
91°00'28"
91°00'28"
89°34'43"
RADIUS
328.50'
393.00'
393.00'
393.00'
393.00'
393.00'
393.00'
393.00'
393.00'
190.50'
393.00'
393.00'
423.00'
423.00'
423.00'
423.00'
423.00'
423.00'
423.00'
423.00'
423.00'
423.00'
423.00'
423.00'
423.00'
423.00'
452.67'
452.67'
423.00'
65.00'
25.00'
190.50'
190.50'
190.50'
190.50'
139.50'
139.50'
20.00'
139.50'
35.00'
65.00'
55.00'
LENGTH
27.55'
19.22'
22.04'
22.00'
22.04'
51.39'
50.01'
22.04'
22.00'
190.47'
22.04'
26.18'
1.89'
22.01'
26.87'
25.61'
22.04'
22.00'
22.02'
29.13'
43.50'
22.01'
22.01'
27.43'
28.38'
22.01'
4.85'
9.08'
17.21'
16.83'
39.27'
13.46'
44.98'
50.06'
81.97'
29.59'
109.96'
31.13'
52.16'
55.59'
103.24'
85.99'
BEARING
S88°45'01"W
N49°58'03"E
N52°58'30"E
N56°11'07"E
N59°23'44"E
N64°44'54"E
N72°08'24"E
N77°23'31"E
N80°36'08"E
N62°32'23"E
N83°48'46"E
N87°19'39"E
N88°58'32"W
S89°24'20"W
S86°05'42"W
S82°32'28"W
S79°18'50"W
S76°19'51"W
S73°20'57"W
S69°53'04"W
S64°57'54"W
S60°31'41"W
S57°32'48"W
S54°11'54"W
S50°25'08"W
S47°00'24"W
S42°48'57"W
S41°56'04"W
S44°21'01"W
N82°56'35"W
S44°38'21"W
S35°55'12"W
S44°42'30"W
S59°00'03"W
S78°51'20"W
N85°08'13"E
N56°28'44"E
N45°17'04"E
N16°18'36"E
N45°34'44"E
S45°34'44"W
N43°49'51"W
CHORD
27.54'
19.22'
22.03'
22.00'
22.03'
51.36'
49.98'
22.03'
22.00'
182.63'
22.04'
26.17'
1.89'
22.01'
26.86'
25.60'
22.04'
22.00'
22.02'
29.13'
43.49'
22.01'
22.01'
27.42'
28.37'
22.01'
4.85'
9.08'
17.21'
16.78'
35.36'
13.45'
44.88'
49.91'
81.34'
29.53'
107.14'
28.08'
51.86'
49.93'
92.73'
77.50'
CURVE TABLE
CURVE
C129
C130
C131
C132
C133
C134
C135
C136
C137
C138
C139
C140
C141
C142
C143
C144
C145
C146
C147
C148
C149
C150
DELTA
90°06'37"
55°32'13"
55°32'13"
90°06'37"
89°34'43"
32°30'13"
4°30'16"
47°47'00"
42°19'37"
17°22'04"
38°10'09"
28°45'07"
21°35'52"
40°39'28"
81°09'39"
8°43'22"
32°30'13"
90°00'00"
9°53'22"
80°06'38"
2°17'04"
26°04'11"
RADIUS
55.00'
88.00'
58.00'
25.00'
25.00'
35.00'
139.50'
55.00'
55.00'
88.00'
88.00'
65.00'
65.00'
65.00'
25.00'
25.00'
5.00'
25.00'
25.00'
25.00'
139.50'
139.50'
LENGTH
86.50'
85.30'
56.22'
39.32'
39.09'
19.86'
10.97'
45.87'
40.63'
26.67'
58.62'
32.62'
24.50'
46.12'
35.41'
3.81'
2.84'
39.27'
4.32'
34.95'
5.56'
63.47'
BEARING
N46°00'49"E
S61°09'46"E
N61°09'46"W
S46°00'49"W
S43°49'51"E
S72°22'06"E
N03°20'46"E
N24°51'00"E
S69°54'18"W
N80°14'51"W
S52°28'45"E
N76°42'24"E
N51°31'54"E
N20°24'14"E
N39°39'08"W
N84°35'39"W
N72°22'06"W
N45°21'38"W
N85°24'57"W
N40°24'57"W
S87°45'27"E
S73°34'50"E
CHORD
77.86'
82.00'
54.04'
35.39'
35.23'
19.59'
10.96'
44.55'
39.71'
26.57'
57.55'
32.28'
24.36'
45.16'
32.53'
3.80'
2.80'
35.36'
4.31'
32.18'
5.56'
62.93'
LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
LENGTH
13.18'
28.16'
14.83'
15.96'
11.90'
14.14'
20.50'
8.12'
14.02'
13.02'
13.86'
14.17'
15.14'
14.58'
10.67'
10.67'
16.94'
15.68'
31.21'
14.14'
BEARING
N45° 39' 49"E
S89° 38' 22"W
N45° 10' 35"W
N77° 16' 54"E
S12° 10' 15"E
S45° 21' 38"E
N41° 19' 45"E
S41° 19' 45"W
S45° 35' 15"W
N49° 15' 52"W
S42° 42' 09"E
S46° 05' 19"W
S74° 10' 55"E
N09° 47' 17"E
S56° 06' 59"E
N56° 06' 59"W
S33° 23' 40"E
N33° 23' 40"W
S45° 00' 00"W
N43° 53' 59"W
LINE TABLE
LINE
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
L33
L34
L35
L36
L37
L38
LENGTH
14.14'
14.15'
14.14'
14.14'
0.78'
13.79'
14.48'
107.65'
97.99'
48.96'
110.00'
27.29'
465.83'
10.93'
17.00'
17.99'
20.76'
20.00'
BEARING
S46° 05' 00"W
N43° 55' 00"W
S46° 06' 01"W
N43° 53' 59"W
N49° 16' 02"W
N43° 10' 08"E
N46° 41' 10"W
S48° 20' 06"W
S59° 02' 14"W
S64° 32' 08"W
S75° 50' 39"W
S86° 24' 59"W
N88° 56' 36"W
N00° 07' 35"W
N89° 38' 14"E
N00° 07' 35"W
N65° 40' 15"W
S00° 21' 38"E
Sheet
Of 8 Sheets
SANCTUARY ON THE GREEN 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.
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
2
CITY OF FORT COLLINS
STATE OF COLORADO
SANCTUARY ON THE GREEN
A TRACT OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 9, TOWNSHIP 7 NORTH, RANGE 69 WEST OF
THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
Robert C. Tessely
Registered Professional Land Surveyor
Colorado Registration No. 38470
For and on behalf of Northern Engineering Services, Inc.
PRELIMINARY
NORTH
the full and
complete maintenance and repair of the improvements to be constructed in connection with the Development which is the subject of this Plat. This warranty and guarantee is made in accordance
with the
City Land Use Code and/or the Transitional Land Use Regulations, as applicable. This guarantee applies to the streets and all other appurtenant structures and amenities lying within
the rights-of-way,
Easements and other public properties, including, without limitation, all curbing, sidewalks, bike paths, drainage pipes, culverts, catch basins, drainage ditches and landscaping. Any
maintenance and/or
repair required on utilities shall be coordinated with the owning utility company or department.
The Owner shall maintain said improvements in a manner that will assure compliance on a consistent basis with all construction standards, safety requirements and environmental protection
requirements
of the City. The Owner shall also correct and repair, or cause to be corrected and repaired, all damages to said improvements resulting from development-related or building-related activities.
In the
event the Owner fails to correct any damages within thirty (30) days after written notice thereof, then said damages may be corrected by the City and all costs and charges billed to
and paid by the Owner.
The City shall also have any other remedies available to it as authorized by law. Any damages which occurred prior to the end of said two (2) year period and which are unrepaired at
the termination of
said period shall remain the responsibility of the Owner.
REPAIR GUARANTEE:
In consideration of the approval of this final Plat and other valuable consideration, the Owner does hereby agree to hold the City harmless for a five (5) year period, commencing upon
the date of
completion and first acceptance by the City of the improvements to be constructed in connection with the development which is the subject of this Plat, from any and all claims, damages,
or demands
arising on account of the design and construction of public improvements of the property shown herein; and the Owner furthermore commits to make necessary repairs to said public improvements,
to
include, without limitation, the roads, streets, fills, embankments, ditches, cross pans, sub-drains, culverts, walls and bridges within the right-of-way, Easements and other public
properties, resulting from
failures caused by design and/or construction defects. This agreement to hold the City harmless includes defects in materials and workmanship, as well as defects caused by or consisting
of settling
trenches, fills or excavations.
Further, the Owner warrants that he/she owns fee simple title to the property shown hereon and agrees that the City shall not be liable to the Owner or his/her successors in interest
during the warranty
period, for any claim of damages resulting from negligence in exercising engineering techniques and due caution in the construction of cross drains, drives, structures or buildings,
the changing of courses
of streams and rivers, flooding from natural creeks and rivers, and any other matter whatsoever on private property. Any and all monetary liability occurring under this paragraph shall
be the liability of
the Owner. I further warrant that I have the right to convey said land according to this Plat.
NOTICE OF OTHER DOCUMENTS:
All persons take notice that the Owner has executed certain documents pertaining to this Development which create certain rights and obligations of the Development, the Owner and/or
subsequent
Owners of all or portions of the Development site, many of which obligations constitute promises and covenants that, along with the obligations under this Plat, run with the land. The
said documents
may also be amended from time to time and may include, without limitation, the Development Agreement, Site And Landscape Covenants, Final Site Plan, Final Landscape Plan, and Architectural
Elevations, which documents are on file in the office of the Clerk of the City and should be closely examined by all persons interested in purchasing any portion of the Development site.
SURVEYOR'S STATEMENT
I, Robert C. Tessely, 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.
For and on Behalf of Northern Engineering
Robert C. Tessely
Colorado Registered Professional
Land Surveyor No. 38470
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: _____________________________
Brian P. Jumps
Address: 2579 West Main Street
Littleton, CO 80120
Registration No.:_____________________
NOTICE
ALL RESPONSIBILITIES AND COSTS OF OPERATION, MAINTENANCE AND
RECONSTRUCTION OF THE PRIVATE STREETS AND/OR DRIVES LOCATED ON THE
PRIVATE PROPERTY THAT IS THE SUBJECT OF THIS PLAT SHALL BE BORNE BY THE
OWNERS OF SAID PROPERTY, EITHER INDIVIDUALLY, OR COLLECTIVELY, THROUGH A
PROPERTY OWNERS' ASSOCIATION, IF APPLICABLE. THE CITY OF FORT COLLINS SHALL
HAVE NO OBLIGATION OF OPERATION, MAINTENANCE OR RECONSTRUCTION OF SUCH
PRIVATE STREETS AND/OR DRIVES NOR SHALL THE CITY HAVE ANY OBLIGATION TO
ACCEPT SUCH STREETS AND/OR DRIVES AS PUBLIC STREETS OR DRIVES.
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 Community Development and Neighborhood Services of the City of
Fort Collins, Colorado this _____ day of ___________ A.D., 20_____.
____________________________________________________
Director of Community Development and Neighborhood Services
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 tract of land located in the Northeast Quarter of Section 9, Township 7 North, Range 69 West of the 6th Principal Meridian, City of Fort Collins, County of Larimer, State of Colorado,
and being more
particularly described as follows:
Considering the East line of the Southeast Quarter of the Northeast Quarter of said Section 9 as bearing North 00° 54' 31" East and with all bearings herein relative thereto:
COMMENCING at the North 1/16th Corner of said Section 9; thence along the North line of the Southeast Quarter of the Northeast Quarter of Section 9, Township 7 North, Range 69 West of
the 6th P.M.,
North 88° 56' 36" West, 40.00 feet the West right-of-way line of North Taft Hill Road, said point being the POINT OF BEGINNING; thence along said West right-of-way line, South 00° 54'
31" West,
731.52 feet to the Northeast corner of that tract of land recorded November 2, 1970, at Book 1445, Page 455 of the records of Larimer County; thence, along the North line of said tract,
North 88° 53' 58"
West, 140.00 feet to the Northwest corner of said tract; thence, along the West line of those tracts recorded November 2, 1970, at Book 1445, Page 455, March 9, 2006, at Reception No.
20060017157, and
January 11, 2017 at Reception No. 20170002025 of the records of Larimer County, South 00° 54' 32" West, 210.00 feet to the Southwest corner of that tract recorded at Reception No. 2017002025;
thence,
along the North lines of a 20' wide alley, that tract of land recorded July 5, 2018, at Reception No. 20180040764 of the records of Larimer County, the North right-of-way line of Pennsylvania
Street, and
that tract recorded March 8, 2017, at Reception No. 20170015427 of the records of Larimer County, North 88° 53' 42" West, 449.84 feet to the Northwest corner of said tract recorded at
Reception No.
20170015427; thence, along the Westerly lines of those tracts recorded March 8, 2017, at Reception No. 20170015427 and September 29, 2017, at Reception No. 20170065419 of the records
of Larimer
County the following two courses and distances: South 06° 16' 40" East, 56.61 feet; thence, South 16° 40' 06" East, 29.28 feet; thence, along the North line of those tracts recorded
July 11, 2001 at
Reception No. 20010056464 and March 31, 2010 at Reception No. 20100017428 of the records of Larimer County, North 88° 51' 53" West, 379.85 feet to the Northwest corner of said tract
recorded at
Reception No. 20100017428; thence, along the West line of said tract recorded at Reception No. 20100017428, South 01° 05' 31" West, 267.13 feet to the North right-of-way line of Laporte
Avenue; thence
along said North right-of-way line, North 88° 54' 29" West, 161.66 feet; thence departing said North right-of-way line along the East line of that tract recorded July 15, 2015, at Reception
No. 20150045549,
North 00° 47' 31" East, 262.18 feet to the Northeast corner of said tract; thence, along the North line of said tract North 89° 36' 29" West, 148.89 feet to a point on the east line
of a tract recorded August 21,
1985, at Reception No. 19850041265; thence, along said east line, North 00° 51' 20" East, 3.78 feet to the Northeast corner of said tract recorded at Reception No. 19850041265; thence,
along the North line
of those tracts recorded August 21, 1985, at Reception No. 19850041265, March 16, 2018, at Reception No. 20180015375, June 6, 2011, at Reception No. 20110032759, and October 31, 2006,
at Reception
No. 20060082473 of the records of Larimer County, North 88° 54' 26" West, 340.52 feet to the Northwest corner of said tract recorded at Reception No. 20060082473; thence, along the West
line of said
tract, South 00° 17' 34" East, 114.08 feet to the Northeast corner of a tract recorded at Reception No. 9709103103; thence, along the North line of said tract, North 88° 51' 29" West,
99.86 feet to the East line
of a tract recorded March 26, 2003, at Reception No. 20030035535 in the records of Larimer County; thence, along said East line, North 00° 14' 58" West, 249.75 feet to the Northeast
corner of said tract;
thence, along the North line of said tract, North 88° 53' 31" West, 55.07 feet to a point on the East line of that tract recorded , at Reception No. _____________ of the
records of Larimer County; thence, along the South and East lines of said tract and a portion of the North line of that tract recorded January 21, 2000, at Reception No. 20000004772
in the records of Larimer
County the following four courses and distances: South 01° 06' 01" West, 43.36 feet; thence, North 88° 53' 59" West, 234.04 feet; thence, South 00° 04' 30" West, 220.60 feet; thence,
North 89° 35' 01"
West, 110.10 feet to the Northwest corner of said tract recorded at Reception No. 20000004772; thence, along the West line of said tract, South 00° 14' 26" East, 134.70 feet to the North
right-of-way line of
Laporte Avenue; thence along said North right-of-way line, North 88° 54' 24" West, 229.01 feet; thence, along the Easterly right-of-way of Barton Drive and a portion of the North line
of that tract recorded
February 1, 2010, at Reception No. 20100006121 of the records of Larimer County the following six courses and distances: North 00° 53' 34" East, 12.00 feet; thence along a curve concave
to the Northeast
having a central angle of 88° 54' 27" with a radius of 15.00 feet, an arc length of 23.28 feet and the chord of which bears North 43° 20' 54" West, 21.01 feet; thence, North 01° 05'
41" East, 113.65 feet;
thence along a curve concave to the Southeast having a central angle of 25° 55' 40" with a radius of 139.50 feet, an arc length of 63.13 feet and the chord of which bears North 14° 03'
28" East, 62.59 feet;
thence, North 01° 07' 03" East, 63.25 feet; thence, North 88° 39' 00" West, 242.02 feet to a point on the West line of the South half of the Southwest quarter of the Northeast quarter
Section 9, Township 7
North, Range 69 West of the 6th
P.M.; thence, along said West line, North 00° 32' 59" East, 364.35 feet to the C-S-N 1/64 Corner Section 9, Township 7 North, Range 69 West of the 6th
P.M.; thence, along
the North line of the South half of the Southwest quarter of the Northeast quarter Section 9, Township 7 North, Range 69 West of the 6th
P.M., South 88° 55' 46" East, 1166.14 feet to the Northwest corner
of that tract recorded at Book 990, Page 383 of the records of Larimer County; thence, along the West, South, and East lines of said tract the following 3 courses and distances: South
01° 15' 27" West, 50.12
feet; thence, South 88° 44' 33" East, 35.00 feet; thence, North 01° 15' 27" East, 50.24 feet; thence continuing along said North line of the South half of the Southwest quarter of the
Northeast quarter Section
9, Township 7 North, Range 69 West of the 6th
P.M., South 88° 55' 46" East, 106.55 feet to the C-S-NE 1/64 corner Section 9, Township 7 North, Range 69 West of the 6th
P.M., thence, along the West line
of the Northwest quarter of the Southeast quarter of the Northeast quarter Section 9, Township 7 North, Range 69 West of the 6th
P.M., North 00° 42' 44" East, 660.66 feet to the Northeast 1/16 corner
Section 9, Township 7 North, Range 69 West of the 6th
P.M.; thence, along the North line of the North half of the Southeast quarter of the Northeast quarter Section 9, Township 7 North, Range 69 West of
the 6th
P.M., South 88° 56' 36" East, 1269.88 feet to the POINT OF BEGINNING.
Said described tract contains 1,801,057 square feet or 41.347 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
SANCTUARY ON THE GREEN (the "Development"), 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.
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.
SHEET INDEX NORTH
DRAFT
7-1-20
PRELIMINARY - NOT FOR CONSTRUCTION,
RECORDING PURPOSES OR IMPLEMENTATION
SITE
VICINITY MAP
NORTH
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
LIENHOLDER:
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
SIGHT DISTANCE EASEMENT RESTRICTIONS:
Sight Distance Easement - The sight distance easement is an easement required by the City at some street intersections where it is necessary to
protect the line of sight for a motorist needing to see approaching traffic and to react safely for merging their vehicle into the traffic flow. The
following are requirements for certain objects that may occupy a sight distance easement for level grade:
1. Structures and landscaping within the easement shall not exceed 24 inches in height with the following
exceptions:
2. Fences up to 42 inches in height may be allowed as long as they do not obstruct the line of sight for
motorists.
3. Deciduous trees may be allowed as long as all branches of the trees are trimmed so that no portion thereof or
leaves thereon hang lower than six (6) feet above the ground, and the trees are spaced such that they do not
obstruct line of sight for motorists. Deciduous trees with trunks large enough to obstruct line of sight for
motorists shall be removed by the owner.
For non-level areas these requirements shall be modified to provide the same degree of visibility.
Northern Engineering Services, Inc.
Nick Haws, PE
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
Northern Engineering Services, Inc.
Robert Tessely, PLS
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
SITE ENGINEER
SURVEYOR
C & A Companies
7991 Shaffer Parkway, Suite 200
Littleton, Colorado 80127
DEVELOPER/APPLICANT
APPROVAL
NEW MERCER IRRIGATION CANAL COMPANY
EASEMENT VACATION APPROVAL
Utility easement vacations are adequate as shown and are hereby approved.
____________________________________________________
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