HomeMy WebLinkAboutNEW PROSPECT - Filed S-SUBDIVISION PLAT - 2013-06-21II im
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9
i
NEW
PROSPECT
SITE
A PARCEL OF LAND SITUATE IN THE NORTHEAST QUARTER OF
SECTION
24, TOWNSHIP 7 NORTH, RANGE 69 WEST OF
THE 6TH P.M.,
CITY OF
FORT COLLINS, COUNTY OF LARIMER, STATE
OF COLORADO
e
Pltosescr ttn
IN
EXISTING
R.O.W.
NORTHEAST CORNER SECTION 24 TOWNSHIP
7 NORTH RANGE 69 WEST
__
Fn
�I S 1 Arax
-
DR
_
PROSPECT
ROAD ROAD (60' RIGHT OF WAY)
FOUND FOUND 3 INCH ALUMINUM CAP ON
REBAR IN MONUMENT BOX
#6
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t� x
„
P.O.B.
LS 20123
S B9 51 !O
_
_
959.26'
S B9'S1 JO" E 100.00' S B9'51 IO" �
NORTH LINE NEJ SEC. 24
BASIS OF BEARINGS
Rea No. 20130040702EXISTING
Sight Distance Easementt%"Rec.
9.54'
50.46'
o
_ _ _ -
Sight Distance Easement
-
-1989
rust
R.O.W. FOR oo
PROSPECT ROADExlsrlNG
Rec. No. 20130040701
\
EXISTING
R.O.W.
R.o.w.VICINITY
�I"
MAP
NORTH QUARTER CORNER SECTION 24
Slope &Grading � o
= tl���TOWNSHIP
7 NORTH RANGE 69 WEST
FOUND 2.5 INCH ALUMINUM CAP ON #6NS1'10"
Easement O No. 20130040703UNPLATTED
iYREBAR
STATEMENT OF OWNERSHIP AND SUBDIVISION:
IN MONUMENT BOXLS 17497
10.01'Know
1995
ro
J oo
w
807 E. PROSPECTW
all persons by these presents, that the undersigned owner(s) of the following described land:
(P.O.C. -AKA - NW CORNER NE SEC. 24)
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W
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n ° DELBERT A. &SANDRA R. NA
SCHROEDERu
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parcel of land situate in the Northeast 1/4 of Section 24, Townshi 7 North, Ran a 69 West of the 6th
P 90
3 0
C) w ow
i5 ^
w BK. 1919 PG. 288
Do
Principal Mendian, City of Fort Collins, County of Larimer, State of Colorado being more particularly
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& REC. No. 20100002885 b
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described as follows, to wit:
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LESS REC. N0. I
: 20090038524
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Considering the north line of said Northeast 1/4 as bearing South 89051'10" East and with all bearings
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SB9'5110"E IIB.9B' o_ p
contained herein relative thereto;
ALL RESPONSIBILITIES AND COSTS OF OPERATION, MAINTENANCE AND
o Tract A
`�45'_
g5�. 53'_
w = Z z Commencing at the Northwest Corner of said Northeast Quarter; thence, along said north line, South
RECONSTRUCTION OF THE PRIVATE STREETS AND/OR DRIVES LOCATED
698 sq. ft.
p a- W TRACT B 89051'10" East 759 26 feet to the POINT OF BEGINNING; thence, continuing along said north line,
ON THE PRIVATE PROPERTY THAT IS THE SUBJECT OF THIS PLAT SHALL
BE BORNE BY THE OWNERS OF SAID PROPERTY,
p Utility,
I o Drainage,
w
�, Utility
Easement
GO � o' I South 89051'10" East 100.00 feet, thence South 00016'33" West 57.50 feet; thence North 89051'10"
EITHER INDIVIDUALLY,
OR COLLECTIVELY, THROUGH A PROPERTY OWNERS' ASSOCIATION, IF
Grodin and
e
M
I
v7 West 10.01 feet to the beginning of a curve concave to the southeast, having a radius of 15.00 feet, a
Lo
APPLICABLE. THE CITY OF FORT COLLINS SHALL HAVE NO OBLIGATION OF
Access
I
r
a
27
26
w I central angle of 89°51'37" and a chord of 21.19 feet bearing South 45013'01" West; thence along the
J
OPERATION, MAINTENANCE OR RECONSTRUCTION FOR SUCH PRIVATE
S B9'S1a :(E 100.00'1 L3 Easement
0
v I
arc of said curve 23.53 feet; thence South 00017'13" West 43.04 feet; thence South 89051'10" East
STREETS AND/OR DRIVES NOR SHALL THE CITY HAVE ANY OBLIGATION TO
�5.gQ 5 o(L
z
5,309
sq. ft.
5,349
sq. ft.
118.98 feet to a point on the east line of that tract of land described in Book 1919 at Page 288; thence,
ACCEPT SUCH STREETS AND/OR DRIVES AS PUBLIC STREETS OR DRIVES.
L2
- -
I
I along said east line, South 00016'33" West 90.00 feet to the westerly prolongation of the north
right-of-way line of Apex Drive thence along said prolongation South 89051'10" East 80 00 feet to the
Utility T Utility y 0' it east line of that tract of land described at Reception Number 96050871, thence, along said east line,
Easement w Easement Q South 00°16'33" West 454 36 feet to the south line of the Northeast Quarter of the Northwest Quarter
0
a
n of said Northeast Quarter;
0 0 0 2 °O J 4414' S9 33' thence alon said south line North 89°52'S5" W t 374 00 f et t th st I f h
a 0 1 n o w 3 99,5110 E N 89'51'10" W g es a o e we me o f at tract of land
TRACT MAINTENANCE AND OWNERSHIP TABLE, go Un 4,644 N 89'51'10" W 103.46 I- a) 4 960 ao BO 00 118 26'
00 sq. rt. / ° APEX DRIVE
TRACTS OWN D AND MAINTAINED BY sq. ft. z Utility o \� 0 APEX DRIVE
A-F NEW PROSPECT HOME OWNERS ASSOCIATION Easement
N 89'51'1D" W 18341'
Scale: 1" = 40'
40 20 0 40 80
Graphic Scale in Feet
LINE TABLE
LINE NO.
BEARING
LENGTH
L1
S
89'51'10"
E
8.85'
1_2
S
89'51'10"
E
9.81'
13
S
89'51'10"
E
19.81,
L4
S
46-36'45"
W
15.95'
L5
N
463645"
E
15.09'
L6
S
O'l6'33"
W
13.16'
1_7
S
45'32'15"
E
16,73'
L8
S
59'13'13"
E
19.86'
1_9
S
89'43'27"
E
5.00'
L10
S
89*51'10"
E
28.86'
L11
S
89'43'27"
E
5.00'
L12
N
0'16'33"
E
10.00'
L13
N
89'43'27"
W
5.09'
L14
S
89'43'27"
E
15.83'
L15
N
89'43'27"
W
10.00'
L16
S
O'l6'33"
W
5.00'
L17
N
89'43'27"
W
5.00'
L18 I
N
89'43'27"
W
28.75'
L19 I
S
0-16'33"
W
3.25'
Curve Table
Curve#
Delta
Radius
LengthChord
I ChordBearing
C1
90'8'23"
41.00'
154.501
58.05'
S 44'46'59" E'
C2
89'51'37"
15.00'
23.531
21.19'
S 45' 13' 1 " W'
C3
90'8'23"
15.50'
24.39'
21.95'
S 44-46-59" E'
C4
14'8'28"
189.50'
46.77'
46.65'
S 83'4'36" W'
C5
123'9'53"
74.88
160.96'
131.71'
S 42'16'2" E'
C6
52'53'33"
74.50'
68.77'
66.36'
S 77'32'52" E'
C7
19'51'5"
72.56'
25.14'
25.01'
S 41'26'12" E'
C8
49'56'21"
76.77'
66.91'
64.81'
S 6'24'41" E'
C9
43'32'5"
60.00'
45.59'
44.50'
N 68-22'47" E'
C10
43'32'5"
35.00'
26.59'
25.96'
N 68-22'47" E'
C11
8'47'31"
60.00'P
9.20'
N 51'0'30" E'
C12
34'44'34"
60.00'
35.83'
N 72'46'33" E'
C13
11'42'40"
35.00'
7.14'
N 52.28'5" E'
C14
31'49'25"
35.00'
19.19'
N 74'14'8" E'
C 15
g0' 10' 18"
29.92'
42.38'
S 45' 12'42" W'
C16
89'52'17"
25.00'
35.32'
S 45'12'4Z W'
C17
58'57'51"
30.22'.
29.74'
S 60'29'44" W'
C18
29'58'31"
30.50'
15.96'
15.77'
S 15'24'35" W'
C19
90,00,00"
25.00'
39.27'
35,36'
S 44'43'27" E'
C20
80'22'10"
30.00'
42.08'
38.71'
S 49'32'46" E'
C21
15*28'19"
30.04'
8.11,
8.09'
S 17'6'34" E'
C22
64'51'28"
30.00'
33.96'
32.18'
S 57'17'38" E'
C23
11'26'29"
56.31'
11.24'
11.23'
N 83'56'43" E'
C24
12*23'56"
75.001
15.23'
16,20'
N 84'4'35" E'
C25
77'36'4"
50.00'
67.72'
62.66'
N 39'4'35" E'
C26
77'36'04"
75.00'
101.58'
93.99'
N 39'4'35" E'
C27
31'57'24"
50.00'
27.89'
27.53'
N 61-53'55" E'
C28
45'38'40"
50.00'
39.83'
38.79'
N 23'5'53" E'
C29
69'31'49"
75.00'
91.01'
85.53'
N 43'6'43" E'
C30
8* 15"'
75.00'
10.56'
10.56'
N 4' 18'41 " E'
C31
711'338'2'88"
1155..0000'
148..7757'
17..56'S
36'6'17" W
C328
475'
S 81'2'6" W
SHEET 1 OF 2
-'� Z �� o (R.O.W. varies) Tract DAOR
(51' RIGHT OF WAY)
1� 12.27'in
36.55' C1410 S rn 858 sq. ft
<g G N 89'51'10" W 48.81' C �' C4 L1 N 89'51'10" W N 89'51'10" W
G1� a 25.00' o.00' 118.78' -
a' o ,a G9 !� C6 N 89'43'27" W
C u 0 L9 �-6 L10 C12 w 90.00' N 89'43'27oo 0 17 0 9.5' 0 C -
� T__5�z
`w `� ;.1Lo 3,420 00
o I 3,400 (d 4,445 ,� 0 n sq. ft. ^n a sq. ft. a
CC iosq. ft. o a Z N 89'43'27" W 25.0' N 89'43'27" W I w
c a,�C O ao N L17
o tll N 894327 W 100.00' 85.00' 85.00' 0 00
Nvo I_ 0 16 - � � 8.0'
w 0.0 Q 95.00' L71 v 2,890 10 of a 0 19 L.L.1 LLJ
oI 4 m I O
w J ¢ O o 0 sq. ft. I �' N o N I 3,400 J O
Q I 3,610 c o N 89'43'27" W W sq. ft. `r U O O
p LU M sq. ft 85.00' I' N 89'43'27" W Q= O
cD h o> N 89'43'27" W o 0 15 I o 85.00' z z CV
� 00 ado Q 95.00' a o a T E �_ z 0
a 2,890
CN N 5 O w" a ft. I M I 20 Z
U a. H7 J o I o M N 89'43'27" W 0 w°
O w o 3.810 ro UJ to
I 4,250 IS
LLJ (D a = 0 10 aq. ft. n `0 85.00'sq. ft. U
11Urn 0 14 a I w
Un Z c~ N 89'43'27" W Z o 0 0 �
0 O O a w 95.00' 2,890 I M H w N 89'43'27" W
zCN
o I 6 Tract C sq. ft. W 85.00' LOT 53
o cr LL 0 14,462 a ft. N 89'43'27" W 85.00' Y n I 6.0'
ad 3,610 o q' U (0 FEMA Flood
o o w n °n sq. ft. w Utility, w N 89'43'27" W 85.00' fr o o 21 Io Fringe
20.Ow N 89'43'27" W Drainage, o0 1 `,3 L16 -oo w w Z on $ ,2 ft i°
„� Grading and i0 2,090 v = I q•
95.00' i0 Access ro ') aq. ft.
Tract B 7 00 o Easement Z N 89'43'27" W 85.00 T W` N 89'43'27" W
o v 3,230 < z O ti' 85.00'
5,453 sq. ft. ,.� W) L15 75.00' i••1 0 FEMA
�„ z aq. [t. 0 12 Z V co Fl00 way
Utility, N 89'43'27" W 95.00' o o O at n I
Drainage, N Ni 2,550 O '" v 22 r
Grading and o N 89'43'27" W 130.06' "� sq. ft. I n >;r nE-i I 4,253 0 /J/,
Access o 50.06' 40.00' 40,00' N 89'43'27" W sq. ft. in
Easement
Easement
z w 75.00' 4' Utility
'e t; I_ U it ty w .,�,1 0 1 1 _'�' 85.74' / Easement
Ga o Easement w w n 00 a s 2,758 V� o N 89'43'27" W = 26 Sewer ent
w N I • 9 M 1 co a; ro "� sq. ft. / 4 '� S O'29`7" E m / �' wer EpSem
8 M o 3,278 -"' 2,987 0 1O Z 15.93 / N 20' Se
U (Z C12cO ri4,021 'a sq. ft. ^ CO sq. ft. Z N N 89'43'27" W ,L4) /,(/ a i
[6 C q. ft. z z b• CJ
59.96' G356'1% GnrO �� B�'6 5 / ' t
c g a 87 8' / N 91 g4 G1 ' E R �- g Ut ty Easemen
O L13 , 40.77.52 �" �1 -N 01843" E / N g1793 1`+
A � 25.02' 13.87 23 33 N � E DRIVE) / �� � 4 0
4 67 _'
tp S 89'3T7" E76.�.y =° E (pRIVA 1143-r' g4 FEMA Flood � ` *TRACT E IS A UTILITY,
o L14 38.89' N pRIV 34.39 / 97 / Fringe and rj
pCKET 52'37" C / ,�E FII odwa DRAINAGE, ACCESS AND
c ° SPR N j7 60 oD' �3 y � EMERGENCY ACCESS
H?? S'8�3'27" E 59.31' C24
19.96 � 6-1 U1 N 0'16'33" E S 0'16'33" W EASEMENT
37.01' 22.30' 1.27' 5.94'
J U)? N! EXISTING SANITARY SEWER z4ro5c q. rF p **TRACT D IS A GRADING,
^< v N w EASEMENTS AS DESCRIBED IN: Utilit °i O DRAINAGE, UTILITY AND
9E BOOK 1145 PAGE 204 y' b ACCESS EASEMENT
S°nitary en ent R N a / 24 N 23 Drainage,
er EOs ° w 4,509 m BOOK 1157 PAGES 265 & 271 Grading and O
Sew 25 rn 5,139 BOOK 1694 PAGES 659 & 667
m aAccess
i 8,410 ".� 4 sq. ft. q. ft. y� FEMA Flood 7 Easement
„O
N sq. ft. LO ,tea Fringe / FEMA
6' Wide Drainage r o t` o �-Floodwoy
a I� O 9 J / FOUND 05 REBAR W/ ORANGE
~
N Easement wry. 1 PLASTIC CAP LS 25619
(j l Lj / S 84'21'30" W 0.81' FROM CORNER
80.00' 75.68 -TS11 / 196.21'
332.27' 1 20.01' 21.72'
tV B905255" 1P /` - R=72.51' 39� 00'
f L=52.45' Iz Ian
R=112.50' E0Set�etlG D=41'26'35" o 0
L=192.38' �ae55 O0ov�O,yO CH DIR=S52'48'18"W °�' u N u
D=97'58'45" P° ale , BOG �/ R=52.51' CH=51.32 n� I rn I?
CH DIR=N24'32'24"E p446�iSe�o, �0� D L26'26 09" Easement b ffsite Drain
aSeparate
CH=169.78 / b�1 0. Y
Re CH DIR=N60'18'31"E Document m I I S88'25'04"W
R=92.50' / / / CH=24.02 Rec. No. 20130040260 / 20. 00'
L=158.18' , O
D=97'58'45" / ' SHADOW13ROOK P.U.D. -BOOK 1903 PAGE 957
CH DIR=S24'32'24"W
CH=139.60 /
. 7 MATCHLINE SHEET 2
495.05 feet to the south line of that tract of land described at reception number 20050040860;
thence, along said south line, South 89051'10" East 100.00 feet, thence North 00016'33" East 165.00
feet to the POINT OF BEGINNING;
... (which above described tract contains 4.629 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 NEW PROSPECT (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.
SURVEYOR'S STATEMENT:
I, Alex Rondall Perkins, 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
Witness our hands and seals this . y of eGdAw A.D., 20 .
OWNERS
NEW PROSPECT LLC
a Colorado Limited Liability Company
By: y �i� / attfft
Daniel Tweeton, Manager
STATE OF COLORADO)
)ss.
COUNTY OF LARIMER) ,/�
The foregoing instrument was acknowledged before me this / � .i► of bllbillff A.D.,
2MAy Daniel Tweeton, as Manager of NEW PROSPECT LLC, a
Colorado limited liability company.
Witness my hand and official seal.
My notarialission expiresWERE
•
`1r
i
i
D LBERT A SCRR� DER
��G '�S6.w 4AL444,
SANDRA R. SCHROEDER
STATE OF )
COUNTY OF 1.ddN1L) )ss.
The for oing instrument was acknowledged before me this day of MVw*W A.D.,
2,0by Delbert A. Schroeder and Sandra R. Schroeder
Witness my hand and official seal
My notarisiorrnllissiof}>glcpires a•.�.ei0/S
lic
LIENHOLD&
for W.S.A. Fraternal Life
STATE OFG404i o
F)ss.
COUNTY OiA_�
The foregoing trum nt was a) owledged before me thisjoay of JWfa` A D.,
2" by
Witness my hand and official seal.
My notarial commission expires '40 ./.I0013
4ACKKALL Not
sfl!►ICotORAbt} I
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 (a) 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.
Attorne
Address: ,
Registrati n No.: S
monumentation as indicated hereon w nd or set as shown, and that the forgoing Plat is an APPROVED AS TO FORM, CITY ENGINEER:
accurate representation thereof, all my knowledge, information and belief. By the City Engineer of the City of Fort Collins, Colorado this day of 31JM! A.D., To
orad egis e P essi L r City Engineer
8 '
PLANNING APPROVAL:
By the Director of Planning the City of Fort Collins, Colorado this �� day of T[NQA.D., ZO 3 .
LEGEND:
Director of Planning
_IiYFOUND P.L.S.S. MONUMENT AS DESCRIBED HEREON
® FOUND PROPERTY CORNER MONUMENT AS DESCRIBED HEREON
There shall be no private conditions, covenants or restrictions that prohibit or limit the installation of
SET #5 REBAR WITH ORANGE PLASTIC CAP, PLS 34176 resource conserving equipment or landscaping that are allowed by Sections 12-120 - 12-122 of the
P.O.B. POINT OF BEGINNING City Code.
«« REVISIONS »»
P.O.C. POINT OF COMMENCEMENT uDATE DESCRIPTION INITIA
mmp
NOTICE: Aeeonfln! to Colorado law You must eoenea any Ial action based upon any Oefeet in this thyearse yeaafter You first
discover such dofect. In " o"nt may any action hash upon any d~ In this survey be co "mod man than tan years from the dato of 10 3 12 Address City Comments ARF
cartlfication shown hereon.
N-34 2678
CO
NO
N
0
10,
;E
J
Scale: 1" = 401
Graphica--
SHEET 2 OF 2
A PARCEL OF LAND SITUATE IN THE NORTHEAST QUARTER OF
SECTION 24, 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, 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
NOTES:
1. THE BASIS OF BEARINGS OF THIS PLAT IS AN ASSUMED BEARING OF
SOUTH 89'51'10" EAST ALONG THE NORTH LINE OF THE NORTHEAST
QUARTER OF SECTION 24, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE
6TH P.M., WHICH WAS FOUND MONUMENTED AS SHOWN HEREON.
MATCHLINE SHEET 1 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 2. BEARINGS, DISTANCES AND CURVE INFORMATION SHOWN ARE AS
7 / rights -of -way, Easements and other public properties, including, without limitation, all curbing, SURVEYED UNLESS OTHERWISE INDICATED.
/ 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 3. EXISTING EASEMENTS AND RIGHTS OF WAY SHOWN HEREON ARE FROM
/ O department. SCHEDULE B-2 OF FIRST AMERICAN HERITAGE TITLE COMPANY COMMITMENT
/ I N. FILES NUMBERED 279—H0238876-036—RR1 (EFFECTIVE 04/03/2009
In m The Owner shall maintain said improvements in a manner that will assure compliance on a consistent 8:00 AM), 597—H0241933-036—RR1 (EFFECTIVE 05/21 /2009 ® 8:00 AM)
FEMA Flood 1 o
Fringe basis with all construction standards, safety requirements and environmental protection requirements AND 597—H0241937-036—RR1 (EFFECTIVE 05/21/2009 8:00 AM. THE
/ 1 0 0 mot of the City. The Owner shall also correct and repair, or cause to be corrected and repaired, all UNDERSIGNED LAND SURVEYOR CONDUCTED RESEARCH FOR THE PERIOD
" N damages to said improvements resulting from development -related or building -related activities. In the
o o FROM 04/03/2009 TO 02/08/2013 TO VERIFY THAT NO ADDITIONAL
o o event the Owner fails to correct any damages within thirty (30) days after written notice thereof, then
3 3 3 said damages may be corrected by the City and all costs and charges billed to and paid by the Owner. EASEMENTS OR RIGHTS OF WAY HAD BEEN RECORDED.
s $ The City shall also have any other remedies available to it as authorized by law. Any damages which
FEMA y \� N�,. 4. LINEAL UNITS USED ON THIS PLAT ARE U.S. SURVEY FEET USING THE
occurred prior to the end of said two (2) year period and which are unrepaired at the termination of said
Floodway �� ,.� a period shall remain the responsibility of the Owner. CONVERSION 39.37/12 U.S SURVEY FEET = 1 METER.
REPAIR GUARANTEE: 5. REFER TO SECTION 3.4.1(E) FOR ALLOWABLE USES IN A BUFFER ZONE.
In consideration of the approval of this final Plat and other valuable consideration, the Owner does 6. ALL SINGLE FAMILY DETACHED HOMES SHALL MEET THE GARAGE DOOR
hereby agree to hold the City harmless for a five (5) year period, commencing upon the date of STANDARDS AS OUTLINED IN 3.5.2(E) OF THE LAND USE CODE WHERE
`'�S65'33'01"W completion and first acceptance by the City of the improvements to be constructed in connection with FACING PUBLIC STREETS.
20.00' 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; 7. BENCHMARKS USED FOR THE TOPOGRAPHIC SURVEY OF THIS SITE:
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, — CITY OF FORT COLLINS BENCHMARK 15-97 — ON THE TOP BACK OF
culverts, walls and bridges within the right-of-way, Easements and other public properties, resulting WALK ON THE WEST SIDE OF STOVER ST. AT THE BRIDGE OVER THE
from failures caused by design and/or construction defects. This agreement to hold the City harmless ARTHUR DITCH. (NEAR THE STOVER AND DARTMOUTH INTERSECTION ).
includes defects in materials and workmanship, as well as defects caused by or consisting of settling — NGVD 1929 ELEVATION = 4992.57 FEET
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 dark of the City and should be closely &mlimined by Aft
persons interested in purchasing any portion of the Development site.
SIGHT DISTANCE EASEMENT RESTRICTIONS (if applicable):
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
— NATIONAL GEODETIC SURVEY CONTROL MONUMENT T 402 — A
STAINLESS STEEL ROD UNDERNEATH A LOGO CAP SET IN CONCRETE
NORTH OF THE SCHOOL BUILDING AT THE INTERSECTION OF STOVER
STREET AND EAST PROSPECT STREET
— NGVD 1929 ELEVATION = 4979.76 FEET
NOTE — FOR FEMA PURPOSES ONLY: TO
CONVERT
FROM NGVD '29
ELEVATIONS TO NAVD '88
ELEVATIONS IN
THE CITY
OF FORT COLLINS, ADD
3.0 FEET TO THE NGVD
'29 ELEVATIONS.
THIS IS
PUBLISHED BY
PERMISSION FROM FEMA
IN THE FLOOD
INSURANCE
STUDY FOR LARIMER
COUNTY, COLORADO AND
INCORPORATED
AREAS, FIS
NUMBER 08069CV001 C,
VOLUME 1 OF 4, TABLE
3, REVISED MAY 2, 2012.
8. BASEMENTS WILL NOT BE ALLOWED FOR SPECIFIC LOTS, NOTED IN THE
DEVELOPMENT AGREEMENT, DUE TO MEASURED GROUNDWATER DEPTHS, BY
THE DEVELOPER OR THE DEVELOPER'S AGENT. EVERY LOT DEVELOPER/
BUYER SHALL MEASURE THE GROUNDWATER DEPTH, IF DESIRING TO
CONSTRUCT A BASEMENT, TO ENSURE THE "CURRENT MEASURED"
GROUNDWATER DEPTH, COUPLED WITH MEASURED GROUNDWATER DATA
DURING THE SPRING AND SUMMER MONTHS, WILL ALLOW FOR A BASEMENT.
9. EVERY LOT DEVELOPER/ BUYER IS ENCOURAGED TO REVIEW THE
PROJECT'S GEOTECHNICAL REPORT IN RELATION TO GROUNDWATER, AS WELL
AS CONSULT A PROFESSIONAL GEOTECHNICAL ENGINEER FOR THEIR
RECOMMENDATIONS ON BASEMENTS IN RELATION TO GROUNDWATER
CONDITIONS WITHIN THE SITE, PRIOR TO ANY LOT CONSTRUCTION.
FLOODPLAIN AND FLOODWAY NOTES:
1. A portion of Tract F is located in the 100 year FEMA regulatory floodplain and floodway for Spring Creek, and is subject
to the permitting and development requirements of Chapter 10 of City Code.
2. No residential structure may be constructed in the floodway. All other floodway development, including fill, excavation,
fencing, landscaping, detention features, parking and others must be certified to cause no -rise in the base flood elevation
(BFE) prior to construction. Recertification required post -construction.
3. New residential construction touching the flood fringe at any point will be considered to be in the floodplain. Residential
structures in the flood fringe must have the lowest floor and all utilities/hvac elevated 16 inches above the BFE New
basements may not be constructed if the home touches the flood fringe.
4. No new critical facility may be constructed in the flood fringe or floodway.
•1\t1lNrti�dY.r.._
vv ,1 d
�trrtnrnat
NOTICE: According to Colorado Isar you must comments any Ipsl notion based upon any defeat In this survey within three years after you first
diacowr such defeat. In no event rosy any action based upon any dofect In this sui roy be commenced more than ten years from the date of
certNlaation shown hereon.
w-34 2678