HomeMy WebLinkAboutSIDEHILL FILING TWO - Filed S-SUBDIVISION PLAT - 2005-09-23(V
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FINAL PLAT
SIDEHILL m FILING TWO
A REPLAY OF OUTLOT A AND OUTLOT B9 SODEHOLL FOLONO ONE, LOCATED ON SECTOOO H 209 70WHBNDP 7 HOR7Hq
GRANGE 68 WEST OF THE GYM PROHCOPAL NERODOAH9 COTY OF FORT COLLON 89 L° BONER C OOUH7Vq COLORADO
STATEMENT OF OWNERSHIP,
SUBDIVISION AND DEDICATION:
KNOW ALL MEN BY THESE PRESENTS, THAT THE UNDERSIGNED, BEING OWNERS OF THE FOLLOWING DESCRIBED
LAND;
A TRACT OF LAND LYING WITHIN THE NORTHWEST, SOUTHWEST AND SOUTHEAST ONE -QUARTERS OF SECTION 20,
TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF
LARIMER, STATE OF COLORADO, FURTHER DESCRIBED AS FOLLOWS:
OUTLOT A AND OUTLOT B, SIDEHILL - FILING ONE, AS RECORDED AT RECEPTION NUMBER 20030144107 OF THE
LARIMER COUNTY RECORDS, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO.
CONTAINING A CALCULATED AREA OF 178.825 ACRES.
HAVE CAUSED THE ABOVE DESCRIBED LAND TO BE SURVEYED AND SUBDIVIDED INTO LOTS, TRACTS, STREETS, AND
EASEMENTS AS SHOWN ON THIS PLAT TO BE KNOWN AS SIDEHILL - FILING TWO, SUBJECT TO ALL EASEMENTS
AND RIGHTS -OF -WAY NOW OF RECORD OR EXISTING OR INDICATED ON THIS PLAT.
MAINTENANCE GUARANTEE:
THE UNDERSIGNED HEREBY WARRANTS AND GUARANTEES TO THE CITY OF FORT COLLINS, 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 CONSTRUCTED UNDER THE AUTHORITY OF THIS PLAT.
THIS WARRANTY AND GUARANTEE IS MADE IN ACCORDANCE WITH THE CITY OF FORT COLLINS 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 UNDERSIGNED 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 UNDERSIGNED 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
UNDERSIGNED 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 UNDERSIGNED. 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 UNDERSIGNED.
REPAIR GUARANTEE,,
IN CONSIDERATION OF THE APPROVAL OF THIS FINAL PLAT AND OTHER VALUABLE CONSIDERATION, THE UNDERSIGNED DOES
HEREBY AGREE TO HOLD THE CITY OF FORT COLLINS, COLORADO, HARMLESS FOR A FIVE (5) YEAR PERIOD, COMMENCING UPON
THE DATE OF COMPLETION AND FIRST ACCEPTANCE BY THE CITY OF THE IMPROVEMENTS CONSTRUCTED UNDER THE AUTHORITY
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 UNDERSIGNED WARRANTS THAT HE/SHE OWNS FEE SIMPLE TITLE TO THE PROPERTY SHOWN HEREON AND
AGREES THAT THE CITY OF FORT COLLINS SHALL NOT BE LIABLE TO THE UNDERSIGNED 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.
THE OBLIGATIONS OF THE UNDERSIGNED PURSUANT TO THE "MAINTENANCE GUARANTEE" AND 'REPAIR GUARANTEE" PROVISIONS
SET FORTH ABOVE MAY NOT BE ASSIGNED OR TRANSFERRED TO ANY OTHER PERSON OR ENTITY UNLESS THE WARRANTED
IMPROVEMENTS ARE COMPLETED BY, AND A LETTER OF ACCEPTANCE OF THE WARRANTED IMPROVEMENTS IS RECEIVED FROM
THE CITY BY, SUCH OTHER PERSON OR ENTITY.
CERTIFICATE OF DEDICATION:
THE UNDERSIGNED DOES HEREBY DEDICATE AND CONVEY TO THE CITY OF FORT COLLINS, COLORADO, FOR PUBLIC USE,
FOREVER, THE STREETS AND 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.
NOTES:
1) ALL LANDSCAPING IN THE CUL—DE—SACS AND EYEBROWS WILL BE MAINTAINED BY THE HOME OWNERS ASSOCIATION (HOA)
2)
ALL GARAGE
TRACTS
ARE TO BE
EXCLUSIVELY OWNED AND MAINTAINED
BY THE OWNER OF THE CORRESPONDING LOT WITHIN
THAT BLOCK
(i.e. OWNERSHIP OF
GARAGE TRACT G-18,
BLOCK 1 IS TO
BE COMMON WITH LOT 18, BLOCK 1). TITLE IN
THE GARAGE
TRACTS
SHALL HELD BY THE OWNER(S) OF
THE CORRESPONDING LOT AND SHALL NOT BE SEPARATED.
3)
ALL GARAGE
TRACTS
ARE 12.00'
WIDE BY 22.00' DEEP.
THE AREA OF
EACH GARAGE TRACTS IS 264 SQUARE FEET.
4)
"5'(E)" DENOTES AN
EASEMENT
FOR THE PURPOSES OF
MAINTENANCE,
ACCESS, UTILITY AND BUILDING OVERHANG FOR THE
SOLE BENEFIT OF THE
ADJOINING
PROPERTY OWNER.
NOTICE:
ORD ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION
BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU
FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED
UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS
AFTER THE DATE OF THE CERTIFICATION SHOWN HEREON.
THIS LAND SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY JR ENGINEERING, LTD. TO DETERMINE OWNERSHIP OF THIS TRACT, VERIFY
THE DESCRIPTION SHOWN, VERIFY THE COMPATIBILITY OF THIS DESCRIPTION WITH THAT OF ADJACENT TRACTS, OR VERIFY EASEMENTS OF
RECORD. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHT—OF—WAY OR TITLE OF RECORD, JR ENGINEERING, LTD. RELIED UPON TITLE
COMMITMENT NO. S0061319, PREPARED BY SECURITY TITLE GUARANTY COMPANY, DATED MAY, 17 2005 AT 7:30 A.M.
EARI
THE SOUTH LINE OF THE SOUTHWEST ONE —QUARTER OF SECTION 20, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH
P.M., BEING MONUMENTED ON THE WEST END BY A 2.5" ALUM. CAP STAMPED "LS 14823" AND AT THE EAST END BY A
PARTIALLY ILLEGIBLE 3" ALUM. CAP STAMPED "RA BRADSHAW", IS ASSUMED TO BEAR S89'26'35"E, WITH A DISTANCE OF
2641.74' FEET BETWEEN SAID MONUMENTS.
PROSPECT RD.
SPRRIG CREIX ��,,-�_ i `-
PROJECT
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VICINITY MAP
APPROX. 1'=2000'
PROPERTY OWNERS
POSTLE DEVELORKINIT COMPANY,
A C R 0.�ORATION
BY:
JA S G. POSTLE, PRESIDENT
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS -el DAY OF JUNE, 2005, BY JAMES G. POSTLE AS
PRESIDENT OF POSTLE DEVELOPMENT COMPANY, A COLORADO CORPORATION.
WITNESS MY HAND AND OFFICIAL SEAL.
MY COMMISSION EXPIRES: Sine-
VTARY PUBLIC
SIDEHILL, INC.,
A ORADO RATION
BY:
JAM S G. POSTLE, PRESIDENT tT ,
STATE OF COLORADO )
SS.
COUNTY OF ��U\ �V
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF JUNE, 2005, BY JAMES G. POSTLE AS
PRESIDENT OF SIDEHILL, INC., A COLORADO CORPORATION.
WITNESS MY HAND AND OFFICIAL SEAL.
MY COMMISSION EXPIRES: ` uYs - \ L 2.00'7 _ u n.
a Vll•!A�,�v�Wti � �'
NOTARY PUBLIC
TOUSA HOMES, INC., A FLORIDA CORPORATION
BY:
NAM '"
TITLE: Y 11
STATE OF
COUNTY OF SS.
Af'�?'�^� )
THE FOREGOING�NSTRUI�ENT�NAS ACKNOWLEDGED BEFORE ME THIS= DAY OF JUNE, 2005, BY
AS �.Y c� `° ` ,a s t e �, OF TOUSA HGMES, INC., A FLORIDA CORPORATION.
WITNESS MY HAND AND OFFICIAL SEAL.
1 L
MY COMMISSION EXPIRES:
NOTARY PUBLIC
LIEN HOLDER
FIRST N TIONAL BANK +' nFr
B.
A1�
E.
STATE OF COLORADO
COUNTY OF AakjrdA ) Ss.
FORE IN IN TRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF JUNE, 2005, BY
AS OF FIRST NATIONAL BANK.
WITNESS MY HAND AND O%I A $ L.
MY COMMISSION EXPIRES:
NOTARY CIJBLIQ w
r / „U,4 N
11 J LL pp�(�,�
ADDRESS
APPROVED AS TO FORM, CITY ENGINEER:
BY THE CITY ENGINEER OF THE CITY OF FORT COLLINS, COLORADO THIS 21$}
DAY OF Ju.t A.D., 20Ar.
CITY ENGINEER
PLANNING APPROVAL:
Y THE
DIRECTOR OF PLANNIN
THE CITY
OF FORT COLLINS, COLORADO THIS
DAY OF
A.D.,
20A25'
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.
e/AT 9RNE - /
ADDRESS: b
REGISTRATION NO.:
SURVEYOR'S STATEMENT:
I, MICHAEL S. BRAKE, A COLORADO REGISTERED PROFESSIONAL ENGINEER AND 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 FORGOING PLAT IS AN ACCURATE REPRESENTATION THEREOF, ALL THIS TO THE BEST OF MY
KNOWLEDGE, INFORMATION) AND BELIEF
MICHAEL S. BRAKE, PROFESSIONAL
COLORADO P.E.—P.L.S. NO. 28262
FOR AND ON BEHALF OF JR ENGIi
t
SURVEYOR
DATE
SIGHT DISTANCE EASEMENT RESTRICTIONS
THE SIGHT DISTANCE EASEMENT IS 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: (a) FENCES UP TO 42 INCHES IN HEIGHT MAY BE
ALLOWED AS LONG AS THEY DO NOT OBSTRUCT THE LINE OF SIGHT FOR MOTORISTS. (b) 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 THE REQUIREMENTS SHALL BE MODIFIED TO PROVIDE THE SAME DEGREE
OF VISIBILITY.
NOTICE OF OTHER DOCUMENTS:
ALL PERSONS TAKE NOTICE THAT THE DEVELOPER AND/OR OWNER HAS EXECUTED CERTAIN DOCUMENTS PERTAINING TO THIS DEVELOPMENT
WHICH CREATE CERTAIN RIGHTS AND OBLIGATIONS OF THE DEVELOPMENT, THE DEVELOPER AND/OR SUBSEQUENT OWNERS OF ALL OR PORTIONS
OF THE DEVELOPMENT SITE, MANY OF WHICH OBLIGATIONS CONSTITUTE PROMISES AND COVENANTS WHICH 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 OF FORT COLLINS AND SHOULD BE CLOSELY EXAMINED BY ALL PERSONS INTERESTED IN PURCHASING ANY
PORTION OF THE DEVELOPMENT SITE.
INDEX OF SHEETS:
SHEET 1 COVER SHEET AND DEDICATIONS
SHEET 2 DIMENSION TABLES
SHEET
3
FINAL
PLAT
— OVERALL BOUNDARY
(300 SCALE)
SHEET
4
FINAL
PLAT
— DETAIL
OF LOTS
AND
BLOCKS
(50
SCALE)
SHEET
5
FINAL
PLAT
— DETAIL
OF LOTS
AND
BLOCKS
(50
SCALE)
SHEET
6
FINAL
PLAT —
DETAIL
OF LOTS
AND
BLOCKS
(50
SCALE)
SHEET
7
FINAL
PLAT —
DETAIL
OF LOTS
AND
BLOCKS
(50
SCALE)
SHEET
8
FINAL
PLAT —
DETAIL
OF LOTS
AND
BLOCKS
(50
SCALE)
SHEET
9
FINAL
PLAT —
DETAIL
OF LOTS
AND
BLOCKS
(50
SCALE)
SHEET
10
FINAL
PLAT —
DETAIL
OF LOTS
AND
BLOCKS
(50
SCALE)
SHEET
11
FINAL
PLAT —
DETAIL
OF LOTS
AND
BLOCKS
(50
SCALE)
SHEET
12
FINAL
PLAT —
DETAIL
OF LOTS
AND
BLOCKS
(50
SCALE)
SHEET
13
FINAL
PLAT —
DETAIL
OF LOTS
AND
BLOCKS
(50
SCALE)
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 013LIGA11ON TO ACCEPT
SUCH STREETS AND/OR DRIVES AS PUBLIC STREETS OR DRIVES.
FINAL PLAT
SIDEHILL — FILING TWO
JOB NO. 39350.08
MAY 27, 2005
SHEET 1 of 13
J•R ENGINEERING
A Vftehla, Compaep
S-252 2433
I
FINAL PLAT
SIDEHILL m FILING TWO
G�1 REPU7 OF OO UTLOO 7 Q MO OO U7LOO T 0 9 3ODD ENOLL c3 FOLUNQ ONE9 LOO C &TEDD ON SC C 790N 209 170W§N8H0p 7H0R7N
H&H c� L9 68 �C-Qv OCR 7mrC� C��O- pGoDaC�OPGI o 9
SEE SHEET 4 L UMLr.CnUDOLaa9 k�gU U Yf Old rUH U OOOLLO0199 LAROMER O0Ma7V9 C OOLOORMOO
60.50, '� Q \ 90� \ \ 6,000 SF p\ \ 00
\1301\
u,uvv �r p�
19.z19 i o 0o e o \ so o ^ �/ \ \ ^E so
poo N o\ o \o.\ 600� BLOCK 5
\\fir' \ 3.03' 15 \ F \o. \ \ N 4 O
5,9137 SF \ \ / 6,000 SF �0°� \\�\C 5,000 SF
g J. C OD \ Q7 s0\\N
6,894 SF NOOpOF \0 \\
O �y \a \ C183 �60° \ \ �/ / / \N s. \°o. 5,000 SF
30 16
7,394 SF 6,000 SF pp� �p\\O� TRACT AU / \ s c, N 1 po \ \\s. o, \s o. o� o.
37 R 9 0o yh \ d 1� \ p �\ \ 6° 170,397 SF
5,401 SF C \ O ^F. \ Ot^ OpF.i / /N O o0. �'\ 6
Cigs \ �o\N 6000°° \ O°o 00 mo. \To 5,000 SF 10°�Q
701 a�\\ N \\ 17 p\o �6sod
38 °t^°t^ / �> \ N 29 °p 0 6,000 SF ( �0°� \�u O C�6°°O F 7
/ ^% h ? \ O 7.440 SF bl �% 6 01 04/ / / �_ \ g V v�1 -o
J°n \ �iP s.6,886 SF p0 / �\ o O p0/ O
0 / o rn a \ \\ . F O 0°/ / v \o N 5,000 SF 0 O° �!�
bo 00 O /'N�' a2A �N\ o \ \ o\ po \ �0 / / / 0 c► �s, 'o s� .. 1 s
o ° / / o. \ / O o fin' p0 o P
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3 \ 39 y o. 5a 28 \ 6,000 SF pd� 8
/ 7,440 SF 2y- \ N 0° s 0
)00 SF p0 \ � .S. / / \ \\� 7,440 SF �Z�' v,O. �°O•^ ^�/�/ / 5,000 SF 1000
OO• O F / so \\ w 0 E 0 00. °°/ / sA-0 `so "E sO N72'14'00"W
\� o < ° N89'17'02"E 76.03'
O° o o. 6° O° O O \•0 0\ pQ° 0 \r16 / / / t^ O\ p O. 0° 00. 16.09' E 76 1a N7540
0 0 0 7h. vet \O. \ / 13^ 40,W o
w 19 \ \ N g 74.1d �s.o3• o, / / / / / 6,000 SF o c�0 N
2 \ 6 J� 40 \ \ N 27 �pd o \ \°Qo by N s.000 SF Apo°° E y o BLOCK 5
6,000 SF p 8,630 SF / \ 0 7,440 SF \� O Oo E „� / G s0 •� \2 O w
,�po° ti BLOCK 12 \m \ o o/ sa Q w o o
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10 \ a, 13 14 a
pg. 6,245 SF 6,186 SF 6,186 SF
O / o. \ J� ��/\ 20 �T 1 \ O \ N 5,393 SF e �� o R
O QO� \ 1p \ p v 00 SRA-
o. 4 26 6 0 o. ry 15 0 \ 6,000 SF O• � \s •� �, o �j� o °•
\ 6,950 SF \� 4��0 ` / O�\� C211 00� O 7,440 SF 1yh- \ p0P" pii1O /� �L o C1 00°° 6 0 G GS/�t{_ Z �° J� 6,186 SF
\ 6 ;� Ft \� s\ .� \ OFo oo/ .� y o bo o. $�^ 203 - C106 - �O ry � .� >
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o / \ 6 2 a \ po s,sso SF / CO / 5y/2�„E m BLOCK 13 2 \ \ ° 1 po >
/ } O. i s NO 7,440 SF \ A J \ ,o / �� G OS\ \ \ 5,000 SF �O°' s °>
c> ` 7,790 SF 0� �ip0 6,720 SF \ O\N ODE 6
s N \1L �/\ 6 o p O\ p0
C261 s\ r „� J o o. 20 \ o•\ 6d \ \ 2� 0 \ 0
o op e \ °10, b /'�` 0. \ o\ d BLOCK 12 \ � / `so. C371 18 � �� 1 4 15.45' "A \ N5� 2 ti TRACT AU
\ g5° o� .O° \ \ / G \ y5 \ / (SDE 71E) 8,417 SF 19 0 `�o. >0 5,104 Sf O° R>• 170,397 SF
p0 F \ p N i a C17 O 8 13,112 SF c°
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0. 8,630 SF>\ 000 7L
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\a�\ \y-' O\ /s. \\a / C160 / \°. y5° \/9 Op fld. 2 ^00 QO°
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8,050 SF \ \ p v6 G� \ \�� \ C18j /��P 1% ADO 1 O 'Nib O �E s0 2� / \ s>ss.
7, \16
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\ \ TRACT AS \ 1 9 / 0 ° 6°/ a o• oo a / 3 R• .F
\� \ / ��/ 00 �o= ``Ni 5.000 SF 6, 417 SF\\ �h
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PUBLIC ACCESS
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A=34.43'40"�
L123 R=50.00'
L=30.31' 8 b ° ��✓ / UTILITY EASEMENT
\ ' 1 RS , J DEDICATED BY THIS PLAT
p/ � 9 1 /
C144 CH=29.84' G^� N49'38'05"W
(lo�i C368\ N05'32'37"E I \ � \� 25.03'
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ACCESS EASEMENT
O O DEDICATED BY THIS PLAT
L O p• \1x9 A-231'18'31
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UTILITY EASEMENT OUTLOT A R=50.00'
> Ta, \ L=201.85'
,99 0, \ DEDICATED BY THIS PLAT 1,910,039 SF CH=90.14'
2 \F\ '6052 N87'15'12"E
5662\4f J�N29'07'06"E / / <c; / OUTLOT A
20.00' / �� ' 1,910,039 SF
/ \ (cn J` / /
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FINAL PLAT
\ \ � SIDEHILL -FILING TWO
JOB NO. 39350.08
\ \ \\
N87'56'35"E 68.14' MAY 27, 2005
\ / - SHEET 8 of 13
J•R ENGINEERING
A Westrian Comparr
\ ` - - 2620 East Prospect Road Sute.190 • Fat Coins, CO W525
c \ \ \ \ \ i 32
SEE SHEET 10 / SEE SHEET 10 970-4%-M • Fax 970-491-9984 - wwwrwgrem-gcan
9-"252 2433
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FINAL PLAT
SIDEHILL -FILING TWO
A REPEAT
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A AND (w)l II :. SIDEHILL -
FILING
ONE. LOCATED IN SECTION 20. TOWNSHIP 7 NORTH.
RANGE
6:
WEST
OF
THE
6TH
PRINCIPAL
MERIDIAN.
CITY
OF
FORT
COO
LLINS.
LARIMER
(1(�l1NTY
c�r.�i
nRnnn
KEYMAP
N. T. S.
0 25 0 50 100
SCALE: 1 " = 50'
Re A thb ee SS fs o
Wcm
FINAL PLAT
SIDEHILL - FILING TWO
JOB NO. 39350.08
MAY 27, 2005
SHEET 9 of 13
J•R ENGINEERING
A Westrian Company
:1•
9 1 V U-11 1 I • e:
5,907 SF
SEE SHEET 4
S-252 2433
Lm
M
j
Ln
N
u
SEE SHEET 8
C�55
\ o 5 Oa,r
s0°, \
\ 2RJ "`lll
\ 00.
\ 93
\ 6-
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\ 6
\
FINAL PLAT
F� SIDEHILL m3,;FILING TWO
Q REPL&V OF OUTLOT A &NDD OUTLOT 99 300E ROLL G=OLOM OHE, L OOC &7E DD Da BEC 790H 209 TOM9HONOP 77 HOR7Hq
NAME 68 TE37 OF 7NE (37H [PRO ICKPAL HER009M9 C HTV OF FORT COOLLOH89 LMONER COOUH7V9 COOLOOR&DO
gyp: V 1S oo J 2 �O Op by yR .� US.\SEEb EEC 8 OV S
9 3 ?6 �Y / O \ J�, d °O• �b RR .� \ O \ �11 O.
/o o ti 9 s o ti� e 1 0 °o.
° 9S / O° i Y/ G) OS, F •L O t y. O \00 / b0 O SR
�� Sp• yb/ �B �S 9S 00^ O R9. S S Op/ p./ ^ \ S,000 SF 9•
oo/ O!! o sal o.yboti ti e 4 \ F R 2a °\ h o aS•
O `� k. 9. °O O�L,��.. 0 ' � °. O
O 9 P J \ b F 9 c�j, a� h O S
,/
ti �ti/ 3e• �e es o° ° e� �y / `'° S ST o �'° i�, Sp °s= b o .� S op. So�00. .0
° F 2
90s °° ,� hb 2 os"'°S�e.op/o°O o��°//�(Lc� Cl 2�62�Op. ° o�FJ\ b° 2
� h? ti S� _ O n',/ �v \/l a >S�C�� bov /\.r_ 70 �CJ �� RR _ /^ 1^ _ c / / \ \� 5.000 SF,�i
UTILITY EASEMENT
DEDICATED BY THIS PLAT
OUTLOT A
1,910,039 SF
3 00 VUpO N32'51'59"E 7.17'
5,000 SF
\ p b 5,000 SF
BLOCK 8
5
X coS \ 6,691 SFLL
9
A=34'43'40"
R=50.00' 9R ti G �� / UTILITY EASEMENT
L=30.31' Sg �� C36 / DEDICATED BY THIS PLAT
CH=29.84' G C368\ N49'38'05"W
N05'32'37"E �1 \ 25.03'
S52'54'03"E-"-�
ACCESS EASEMENT
DEDICATED BY THIS PLAT r�
Q
A=231'18'31"/
R=50.00'
L=201.85' b0/^b
CH=90.14' �I/ X�0^
' �O N 87'15 12 E
Sss?\4FJ�N2920. O6"E / OUTLOT A
1,910,039 SF
•� 4� tJ N
1 \\
\ Y
\ � N87*56'35"E 68.14' \
s eOS\\ \ �eob �L SSeo
\ C132 / // \ t✓� \
c pi
eo \ \
NANCY GRAY AVENUE
\\ \
OUTLOT B \ RR \ \ RR \
1,454,688 SF �1\\ 6• \ \\
\ ---------------
\ \ \ \
C143 S\ --,
�\ \ \ \
6�� 1 10' PUBLIC ACCESS EASEMENT \ \
DEDICATED BY THIS PLAT \ \ \ \ \
,Y \
of io HUNG
NI IN \ \ \
NICA CA
N� IN OUTLOT B
m� I� 1,454,688 SF \ r \
FINAL PLAT
SIDEHILL — FILING TWO
JOB NO. 39350.08
DET.
MAY 27, 2005
POND 50 25 0 50 10o SHEET 10 of 13
\ _ SCALE: 1" = 50'
\ \r PHA - -
R0, \ \ KEYMAP OUP J'R ENGINEERING
\ \ 1,454
\ \ N.T.S. A Westrian Company
\ \
SEE SHEET 11 \ \ \ \ SEE SHEET 11 970-491-W Fax 9 91-9984 • www rengi rmlgcan
S-252 2433
rM
t
N
N
LINE TABLE
LINE
BEARING
LENGTH
L1
S89'58'11"W
30.40
L2
N86'39'58"W
30.04
L3
N60'00'00"W
26.00
L4
N60'00'00"W
22.00
L5
N30'00'00"E
4.50
L6
N60'00'00"W
13.00
L7
S60'00'00"E
13.00
L8
N30'00'00"E
4.50
L9
N60'00'00"W
22.00
L10
N60'00'00"W
22.00
L11
N30'00'00"E
1.00
L12
N60'00'00"W
20.00
L13
S60'00'00"E
25.00
L14
N30'00'00"E
22.00
L15
N30'00'00"E
22.00
Lib
S60'00'00"E
3.00
L17
N60'00'00"W
3.00
L18
S30'00'00"W
22.00
L19
N30'00'00"E
22.00
L20
N00'01'49"W
14.00
L21
S89'58'11"W
2.00
L22
N00'01'49"W
24.00
L23
N60'00'00"W
24.00
L24
S30'00'00"W
22.00
L25
S30'00'00"W
26.00
L26
N60'00'00"W
1.00
L27
S30'00'00"W
13.00
L28
N30'00'00"E
13.00
L29
N60'00'00"W
1.00
L30
S30'00'00"W
22.00
L31
S30'00'00"W
22.00
L32
N60'00'00"W
25.00
L33
S89'58'11"W
10.00
L34
NOO'01'49"W
28.00
L35
NOO'01'49"W
28.00
L36
NOO'01'49"W
28.00
L37
S40'21'55"W
22.00
L38
S40'21'55"W
22.00
L39
N49'38'05"W
11.56
L40
INTENTIONALLY OMITTED
L41
N49'38'05"W
22.00
L42
N49'38'05"W
22.00
L43
S40'2V55"W
9.00
L44
N49'38'05"W
20.00
L45
S40'21755"W
1.00
L46
N49'38'05"W
13.00
L47
S40'21'55"W
24.00
L48
S40'21'55"W
40.00
L49
N49'38'05"W
13.00
L50
S40'21'55"W
5.00
L51
N49'38'05"W
22.00
L52
S40'2155"W
24.00
L53
N49'38'05"W
22.00
L54
S40'21'55"W
22.00
L55
S40'21'55"W
22,00
L56
S67'13'55"W
14.19
L57
SOO'17'35"E
14.07
L58
N45-00-53"E
70.13
L59
N87'45'22"W
243.76
L60
S65'36'54"E
65.16
L61
N74-36-11"E
63.74
L62
N60'00'00"W
258.37
L63
N75'00'54"W
27.23
L64
S89'58'11"W
292.83
L65
N45'15'07"W
21.30
Lbb
I 589'58'29"W
262.01
L67
N00'00'00"E
203.18
L68
S89'10'50"W
34.15
L69
S89'10'50"W
15.84
L70
N00'00'00"E
203.04
L71
S89'58'29"W
267.89
L72
N45'15'07"W
21.30
L73
S89'58'11 "W
295.63
L74
INTENTIONALLY OMITTED
L75
N60-00.00"W
261.24
L76
N74'36'11"E
64.31
L77
S65'36'54"E
63.50
L78
N87'45'22"W
250.09
L79
N45'00'53"E
64.61
L82
N49'38'05"W
4.00
L83
N49'35'01"W
11.89
L84
N23'11'27"E
33.74
L85
S60'00'00"E
6.89
L86
S60'00'00"E
6.89
L87
S89'58'11"W
21.93
L88
N30'00'00"E
14.55
L89
N60'00'00"W
22.00
L90
S60'00'00"E
22.00
L91
N60'00'00"W
22.00
L95
S00'01'49"E
6.73
L96
N89'58'11 "E
22.00
L97
S89'58'11"W
22.00
L98
S00'01'49"E
20.65
L99
S26'29'44"E
30.73
L101
N00'01'49"W
14.90
L7
N00'01'49"W
14.91
L10402
N60'00'00"W
15.00
L105
N60'00'00"W
15.00
L106
N30'00'00"E
8.00
L107
N60'00'00"W
14.43
L108
S00'01'49"E
12.73
L109
S89'58'11 "W
15.00
L110
S89'58'11 "W
15,00
Lt 11
S00'01'49"E
26.65
L112
S00'01'49"E
22.00
L113
NOO'01'49"W
22.00
7114
S00'01'49"E
22.00
L115
N00'01'49"W
22.00
L116
S00'01'49"E
22.00
L117
N00'01'49"W
22.00
L118
N89'58'11"E
14.93
L119
S49'38'05"E
16.50
L120
N40'21'55"E
46.00
L121
S49'38'05"E
8.50
L122
S40'21'55"W
35.00
L123
N49'38'0S"W
8.00
L124
N60'00'00"W
6.00
L125
S30'00'00"W
20.00
L126
S07'44'48"E
39.20
FINAL PLAT
SIDEHILL - FILING TWO
A REPLAY OF OOMTLOT A AND OOMTLOT o 9 BODD ENOLL FOLONQ OONE9 LOCATED ATEDD ON BEOTUON 20, TOWN SHOP 7 HORM9
RL°1NQE 68 WEST OF THE (37N PROMn COPAL fit ERODOAN, C 97V OF FORT GAT COO LLOH39 LARONER C OO MNnlTY9 COO LOO RADOO
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
CHORD
BEARING
C369
0'58`09"
2262.00
38.26
38.26
N37'29'59"E
C370
0'00'44"
49929.50
10.62
10.62
SO0'46'17"E
C371
40'55'52"
15.00
10.72
10.49
S09'32'04"E
C372
INTENTIONALLY OMITTED
C373
INTENTIONALLY OMITTED
C374
014'02"
315.00
1.29
1.29
N89'54'48"W
C375
8'41'58"
315.00
47.83
47.78
N85'26'48"W
E376
977'25"
315.00
51.08
51.02
N76'27'06"W
C377
90'00'00"
15.00
23.56
21.21
N75'00'00"E
C378
90'00'00"
15.00
23.56
21.21
N15'00'00"W
E379
30'01'49"
50.00
26.21
25.91
N75'00'54"W
C380
30'01'49"
30.00
15.72
15.54
N75'00'54"W
E381
59'5811 '-
15.00
15.70
14.99
S59'59'06"W
C382
90'00'00"
8.00
12.57
11.31
N75'00'00"E
C383
50'16'27"
35.00
30.71
29.73
S25'10'02"E
C384
90'00'00"
15.00
23.56
21.21
N45'01'49"W
C385
90'00'00"
15.00
23.56
21.21
S45'01'49"E
C386
90*00,00"
15.00
23.56
21.21
S44'58'11 "W
C387
97'29'25"
15.00
25.52
22.55
S48'42'54"W
C388
120'01'49"
15.00
31.42
25.98
N30'00'54"W
C389
90'00'00"
15.00
93.56
21.21
N75'00'00"E
C390
59*58'11"
15.00
15.70
14.99
S30'00'54"E
C391
8'47'58"
190.50
29.26
29.23
N85'34'12"E
C392
15'04'54"
190.50
50.14
50.00
N73'37'46"E
C393
6'05'19"
190.50
20.24
20.23
N63'02'39"E
C394
6 08'12"
410.00
43.91
43.89
S85'07'40"W
C395
g72'08"
410.00
44.38
44.36
S78'57'30"W
C396
8'30'46"
189.00
28.08
28.06
N80'06'49"E
C397
5'36'00"
189.00
18.47
18.46
N87'10'12"E
C398
3*37*57"
209.00
13.25
13,25
N88'09'13"E
C399
10'28'48"
209.00
38.23
38.18
N81'05'50"E
C400
3'27'48"
390.00
23.57
23.57
S77'35'19"W
C401
8'38'21"
390.00
58,80
58.75
S8338'24"W
C402
4'00'44"
627.00
43.91
43.90
S82'58'35"W
C403
5'04'59"
627.00
55.63
55.61
S78'25'44"W
C404
10'36'20"
315.00
58.31
58.22
N81'11'24"E
C405
3'28'37"
315.00
19.12
19.11
N88'13'53'E
C406
7'53'46"
290.00
39.97
39.93
N86'04'56"W
C407
14'16'03"
290.00
72.21
72.03
N75'00'02"W
C408
13'03'01"
290.00
66.05
65.91
N61'20'30"W
C409
4'15'39"
627.00
46.63
46.62
N70'20'03"W
C410
5'32'41"
627.00
60.68
60.65
N75'14'13"W
C411
5'32'41"
627.00
60.68
60.65
N80'46'55"W
C412
4*13'39"
627.00
46.26
46.25
N85'40'05"W
C413
9'45'36"
139.50
23.76
23.73
S55'07'12"E
C414
11'30'34"
139.50
28.02
27.98
S44'29'07"E
C415
24'28'12"
139.50
59.58
59.13
S26'29'44"E
C416 1
14*13'50"
139.50
34.65
34.56
S07'08'43"E
C417
90'00'00"
4.00
6.28
5.66
N75'00'00"E
C418
90'00'00"
4.00
6.28
5.66
S15'00'00"E
C419 190'00'00"
4.00
6.28
5.66 1
N75'00'00"E
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
CHORD
BEARING
6420
90'00'00"
4.00
6.28
5.66
S15'00'00"E
C421
90'00'00"
4.D
66.28
5.66
N75'00'00"E
C422
90'00'00"
4.00
6.28
5.66
S15'00'00"E
C423
90'00'00"
4.00
6.28
5.66
S75'00'00"W
C424
90'00'00"
4.00
6.28
5,66
N15'00'00"W
C425
90*00*00"
4.00
6.28
5.66
S75'00'00"W
C426
90'00'00"
4.00
6.28
5.66
N15'00'00"W
C427
90'00'00"
4.00
6.28
5.66
S75'00'00"W
C428
90'00'00"
4.00
6.28
5.66
S15'00'00"E
C429
90'00'00"
4.00
6.28
5.66
S75'00'00"W
C430
90'00'00"
4.00
6.28
5.66
S15'00'00"E
C431
90'00'00"
4.00
6.28
5.66
S75'00'00"W
C432
90'00'00"
4.00
6.28
5.66
N44'58'11"E
C433
90,00,00"
4.00
6.28
5.66
S45'01'49"E
C434
90*00'00"
4.00
6.28
5.66
N44'58'11"E
C435
90'00'00"
4.00
6.28
5.66
S45'01'49"E
C436
90'00'00"
4.00
6.28
5.66
N44'58'11"E
C437
90'00'00"
4.00
6.28
5.66
S45'01'49"E
C438
90'00'00"
4.00
6.28
5.66
S15'00'00"E
C439
90'00'00"
4.00
6.28
5.66
S75'00'00"W
C440
90'00'00"
4.00
6.28
5.66
S15'0000"E
C441
80'18'16" 1
4.00
5.61
5.16
N10'09'08"W
C442
90100'00"
4.00
6.28
5.66
N45'01'49"W
C443
90*00,00"
4.00
6.28
5.66
N44'58'11"E
C444
82'30'35"
4.00
5.76
5.28
N41'17'06"W
C445
82'30'35"
4.00
5.76
5.28
S41'13'29"W
C446
90'00'00"
4.00
6.28
5.66
N75'00'00"E
C447
90'00'00"
4.00
6.28
5.66
N15'00'00"W
C448
90'00'00"
4.00
6.28
5.66
S44'58'11"W
C449
90'00'00"
4.00
6.28
5.66
S45'01'49"E
C450
90'00'00"
4.00
6.28
5.66
S85'21'55"W
C451
90'00'00"
4.00
6,28
5.66
N0438'05"W
C452
90'00'00"
4.00
6.28
5.66
N85'21'55"E
C453
90'00'00"
4.00
6.28 1
5.66
S85'21'55"W
C454
90*00*00"
4.00
6.28 1
5.66
N04'38'O5"W
C455
90'00'00"
4.00
6.28
5.66
N85'21'55"E
C456
90'00'00"
4.00
6.28
5.66
S85'21'55"W
C457
90'00'00"
4.00
6.28
5.66
SO4'38'05"E
C458
2'27'31"
986.31
42.32
42.32
1
N37'13'45"W
C459
3'05'41"
197.00
10.64
10.64
N22'19'09"E
ALL TRACTS ARE TO BE OWNED AND MAINTAINED BY THE HOMEOWNER'S
ASSOCIATION. SEE TABLE BELOW FOR SPECIFIC USE.
TRACT
USE
TRACT
AA
UTILITY.
DRAINAGE
AND
PtJl;[]('ACCESS
EASEMENT
70
E
OWNEDAND
MANNTA-INED
BY
THE
HOA
TRACT
AB
UTILITY
DRAINAGE
AND
PUBLIC
ACCESS
EASEMENT
TO
BE
OWNED
AND
MAINTAINED
BY
THE
HOA
TRACT
AC
UTILITY
DRAINAGE
AND
PUBLIC
ACCESS
EASEMENT
TO
BE
OWNED
AND
MAINTAINED
BY
THE
HOA
TRACT
AD
UTILITY
DRAINAGE
AND
PUBLIC
ACCESS
EASEMENT
TO
BE
OWNED
AND
MAINTAINED
BY
THE
HOA
TRACT
AE
UTILITY
DRAINAGE
AND
PUBLIC
ACCESS
EASEMENT
TO
BE
OWNED
AND
MAINTAINED
BY
THE
HOA
TRACT
AF
UTILITY
DRAINAGE
AND
PUBLIC
ACCESS
EASEMENT
TO
BE
OWNED
AND
MAINTAINED
BY
THE
HOA
TRACT
AG
DRAINAGE AND PUBLIC
ACCESS EASEMENT
TO
BE
OWNED
AND
MAINTAINED
BY
THE
HOA
TRACT
AH
DRAINAGE AND PUBLIC
ACCESS EASEMENT
TO
BE
OWNED
AND
MAINTAINED
BY
THE
HOA
TRACT
Al
UTILITY
DRAINAGE
AND
PUBLIC
ACCESS
EASEMENT
TO
BE
OWNED
AND
MAINTAINED
BY
THE
HOA
TRACT
AJ
DRAINAGE AND PUBLIC
ACCESS EASEMENT
TO
BE
OWNED
AND
MAINTAINED
BY
THE
HOA
AK
UTILITY
AND PUBLIC
ACCESS EASEMENT
TO
BE
OWNED
AND
MAINTAINED
BY
THE
HOA
AL
DRAINAGE
AND
PUBLIC
ACCESS
EASEMENT
TO
BE
OWNED
AND
MAINTAINED
BYTHE
HOA
AM
DRAINAGE
AND
PUBLIC
ACCESS
EASEMENT
TO
BE
OWNED
AND
MAINTAINED
BY
THE
HOA
AN
DRAINAGE
AND
PUBLIC
ACCESS
EASEMENT
TO
BE
OWNED
AND
MAINTAINED
BY
THE
HOA
AO
DRAINAGE
AND
PUBLIC
ACCESS
EASEMENT
TO
BE
OWNED
AND
MAINTAINED
BY
THE
HOA
NT
AP
DRAINAGE
M-nANAGE
AND
PUBLIC
ACCESS
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TO
BE
OWNED
AND
MAINTAINED
BY
THE
HOA
DRAINAGE
AND
PUBLICACCESSEASEMENT
TO
BE
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MAINTAINED
BY
THE
HOA
R
DRAINAGEAND
PUBLIC
ACCESS
EASEMENT
TO
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MAINTAINED
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HOA
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GE AND PUBLIC
ACCESS EASEMENT
TO
BE
OWNED
AND
MAINTAINED
BY
THE
HOA
T
DRAINAGE
AND
PUBLIC
ACCESS
EASEMENT
TO
BE
OWNED
AND
MAINTAINED
BY
THE
HOA
TRACT
AU
UTILITY
DRAINAGE
AND
PUBLIC
ACCESS
EASEMENT
TO
BE
OWNED
AND
MAINTAINED
BY
THE
HOA
TRACT
AV
UTILITY
DRAINAGE
AND
PUBLIC
ACCESS
EASEMENT
TO
BE
OWNED
AND
MAINTAINED
BY
THE
HOA
TRACT
AW
UTILITY
DRAINAGE
AND
PUBLIC
ACCESS
EASEMENT
TO
BE
OWNED
AND
MAINTAINED
BY
THE
HOA
TRACT
AX
UTILITY
DRAINAGE
AND
PUBLIC
ACCESS
EASEMENT
TO
BE
OWNED
AND
MAINTAINED
BY
THE
HOA
TRACT
AY
UTILITY
DRAINAGE
AND
PUBLIC
ACCESS
EASEMENT
TO
BE
OWNED
AND
MAINTAINED
BY
THE
HOA
TRACT
AZ
UTILITY
DRAINAGE
AND
PUBLIC
ACCESS
EASEMENT
TO
BE
OWNED
AND
MAINTAINED
BY
THE
HOA
TRACT
BA
UTILITY
DRAINAGE
AND
PUBLIC
ACCESS
EASEMENT
TO
BE
OWNED
AND
MAINTAINED
BY
THE
HOA
TRACT
BB
UTILITY
DRAINAGE
AND
PUBLIC
ACCESS
EASEMENT
TO
BE
OWNED
AND
MAINTAINED
BY
THE
HOA
TRACT
BC
UTILITY
DRAINAGE
AND
PUBLIC
ACCESS
EASEMENT
TO
BE
OWNED
AND
MAINTAINED
BY
THE
HOA
TRACT
BD
UTILITY
DRAINAGE
AND
PUBLIC
ACCESS
EASEMENT
TO
BE
OWNED
AND
MAINTAINED
BY
THE
HOA
TRACT
BE
UTILITY
DRAINAGE
AND
PUBLIC
ACCESS
EASEMENT
TO
BE
OWNED
AND
MAINTAINED
BY
THE
HOA
TRACT
BF
UTILITY
DRAINAGE
AND
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ACCESS
EASEMENT
TO
BE
OWNED
AND
MAINTAINED
BY
THE
HOA
TRACT
BG
UTILITY
DRAINAGE
AND
PUBLIC
ACCESS
EASEMENT
TO
BE
OWNED
AND
MAINTAINED
BY
THE
HOA
TRACT
BH
UTILITY
DRAINAGE
AND
PUBLIC
ACCESS
EASEMENT
TO
BE
OWNED
AND
MAINTAINED
BY
THE
HOA
TRACT
BI
UTILITY
DRAINAGE
AND
PUBLIC
ACCESS
EASEMENT
TO
BE
OWNED
AND
MAINTAINED
BY
THE
HOA
TRACT
BJ
UTILITY
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ACCESS
EASEMENT
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AND
MAINTAINED
BY
THE
HOA
TRACT
BK
UTILITY
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ACCESS
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TO
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MAINTAINED
BY
THE
HOA
TRACT
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UTILITY
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AND
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ACCESS
EASEMENT
TO
BE
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AND
MAINTAINED
BY
THE
HOA
TRACT
BM
UTILITY
DRAINAGE
AND
PUBLIC
ACCESS
EASEMENT
TO
BE
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AND
MAINTAINED
BY
THE
HOA
TRACT
BN
UTILITY
DRAINAGE
AND
PUBLIC
ACCESS
EASEMENT
TO
BE
OWNED
AND
MAINTAINED
BY
THE
HOA
TRACT
BO
DRAINAGE AND PUBLIC ACCESS
EASEMENT
TO
BE
OWNED
AND
MAINTAINED
BY
THE
HOA
TRACT
BP
UTILITY
DRAINAGE
AND
PUBLIC
ACCESS
EASEMENT
TO
BE
OWNED
AND
MAINTAINED
BY
THE
HOA
TRACT
BQ
UTILITY
DRAINAGE
AND
PUBLIC
ACCESS
EASEMENT
TO
BE
OWNED
AND
MAINTAINED
BY
THE
HOA
OUTLOT
A
RESERVED BY OWNER FOR FUTURE
DEVELOPMENT
OUTLOT B
RESERVED BY OWNER FOR FUTURE DEVELOPMENT
OUTLOT C
RESERVED BY OWNER FOR FUTURE DEVELOPMENT
FINAL PLAT
SIDEHILL - RLING TWO
JOB NO. 39350.08
MAY 27, 2005
SHEET 2 of 13
J-R ENGINEERING
A Want, an Company
S-252 2433
M
N
N
Ln
L�w
FINAL PLAT
SIDEHILL = FILING TWO
A REPLAT OF OUTLOT A AND OUTLOT B9 89DENULL o FOLONQ ONE, LOCATED ON SLCTOOH 209 70WHBHBP 7 NORTH,
RANGE 68 WEST OF THE 67H PQOHOOP L NERODD OAH9 COTY OF FORT C OO LLOH89 L RONER C OO MHTY9 C OO LOO RADOO
18 17 S89'43'17'E 2649.08' 17
- NORTH LINE OF THE NW 1/4 SEC 20-7N-68W -
19 20� 0
I NORTH11Esr L:A4/V/E7P SEcnAV 20
RECOVERED J" ALUM/NUM CAP STAMPED NORn/ OW-QUARIEW CARVER SM77W 20 I
"LS 20123, RA BRADSHAW" /N CONCRETE Fsr
RECOVERED FT. /7COLLINS M SURVEY MARAER I
3
•D J 1/4" ALUMINUM CAP STAMPD "LS 2012J"
xp
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I
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3
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w A-7.11'46'
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oy �
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1
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L-23.56'
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10' /RR/GA77ON EASEMENT
PER SIDEHILL - F/L/NG
ONE TO BE VACA7ED BY
THIS PLAT (SEE SHEET 6 FOR
ADD/770NAL DIMENSIONS)
e
CARGILL OUTLOT B
33.39 ACRES
�\191v "'�h-90.00'DO
R-90'00'00' R-15.00'
BOOK 1J8J PAGE 14J
R=15.00' L=23.56'
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N1`5D0'0J'0'W
CH=21.21'
u�c•nn•nn�r. �� i `%
N14'40'35'W
193.4W
300 150 0 300 600
SCALE: 1 " = 300'
N89'39'09"W 5279.53'
EAST -WEST CENTERLINE OF SEC 20-7141-68W
CARGILL
BOOK 1J8J PAGE 14J
OUTLOT A
43.85 ACRES
. 15' 4vwrY I
PER SOEmu - f
AMALi� EA.47A7VT FM 78' mw SAAJTARY T� 12' AOLMAVAVAL
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1 /� RFL]xP7RAV NQ 950J2177 PE7P 577J27AEL - fxA1C OIIE
0
DRAKE ROAD SOUTH LINE OF THE SW 1/4 SECTION 20-7-68 �
SBASIS35"E BEARINGS
4"
PANT OF COMMENCEMENT BASIS OF BEARINGS
SOU7HMEST CORNER SECnAV 20rOWSHIP SOVIH AYE -QUARTER CA?N£JP SECnAY 20
7
RECOVER 7 N0R71l, RANGE M AP TOWNSHIP 7 NOR7H, RANGE 68 WEST
RECOVERED 2 1482 ALUM/NUM CAP RECOVERED 3' ALUMINUM CAP STAMPED
STAMPED 'LS 1482J" /N A RANGE BOX RA BRADSHAW /N A RANQF BOX
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29 28
FINAL PLAT
SIDEHILL - FILING TWO
JOB NO. 39350.08
MAY 27, 2005
SHEET 3 of 13
J•R ENGINEERING
A Washlao Compaq
S-252 2433
S-252 2433
M
4
FINAL PLAT
SIDEHILL - FILING TWO
A REPLAT OF OO MTLOT A AND OOMTLOO T B, BODD ENOLL o FOLOHO OO NE9 LOCATED ON BE 700H 209 T OOMn NSHOG°P 7 N OORM9
SEE SHEET 11 RANGE (38 Mi 1i ERT OF THE GTH PRONC HIPAL NERODD OAK C OTY OF FORT C OO LLON39 L ROMER C OO M[` 7V9 C OO L OORADD OO
` ` \ SEE SHEET 11
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\ \ 22.72' \ /N23'13'S0"W \ \
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50 25 0 50 100
SCALE: 1" = 50'
- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
?O' DRAINAGE ESNT.
PER SIDEHILL fLG. I
FINAL PLAT
SIDEHILL — FILING TWO
JOB NO. 39350.08
MAY 27, 2005
SHEET 12 of 13
J•R ENGINEERING
AWest.im Ccm
S-252 2433
M
N
N
i
cn
FINAL PLAT
SIDEHILL -FILING TWO
A REPEAT
OF
OUTLOT
A AND OUTLOT 6. SIDEHILL - FILING
ONE. LOCATED IN SECTION 2U. TOWNSHIP 7 NORTH.
RANGE
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THE 6TH PRINCIPAL MERIDIAN.
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— — — EAST DRAKE ROAD
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FINAL PLAT
SIDEHILL — FILING TWO
JOB NO. 39350.08
MAY 271 2005
SHEET 13 of 13
J•R ENGINEERING
AWash Im Canp"
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S-252 2433
�1
FINAL PLAT
SIDEHILL no FILING TWO
Q QC PL&T OF OO MTLOT Q AND OO MTLOT o 9 SHOE DOLL MONS OONE9 LOCATED ATEDD ON RECTOOM 209 TOTMON91P T MOO R7Nq
RANGE 68 YE37 OF THE GTH PROMCOP&L HERHOO M9 C HTY OF FORT COLLOM89 LLaROMER C OOMMTV9 COLOORADOO
I I
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THIS PLAT
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{ � I
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SCALE: 1" = 50'
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S01'13'45"E o N o N o cn o 0 0 cn cn I c�L 0" (^ p\ 0°''
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0 o I N85'44' 31 "E - 9' UE N N80' 1 'LO 60 \ 0 poi a0 O� \00. \ \ N60
w o 41 0 - - _ rn \ N 3.03' \ Ni i \- 4
w D o N89'58'11"E 124.00' 0 I N89'58'11"E 100.00' o z I 6 0 " O \ O 31 �` �.s
ion 24.00' 22.00 22.00 22.00' 34.00 C 41 1 n n ol� r' rn Oi\
0 'v I w ^ N o ( v \ O 5,917 SF \ \ 6,000 SF 0 ° s 5,000 SF
o G o z z z 6 I rno I u I vF JF \ d i \�N Dry �� \ \ o N
0 0 0 o I 18 O I�O �� /o � f�. s. � g. \
q D v 00 0 0 0 9• E cnlnl o o� 6,035 SF N oml fir' fj \ p 7,506 SF \ 6 36 0 \ I 0 \N \ a0 6• OOFi i \ \ 00O o0(
18 190 200 21 0 22 oIIO 14 0 °7� �`` 11 62
p � A I• o o 6.80 9 L �° \ '� 98' V / O 6,89A SF �F 0 0 00 \ o\ F �60�i i �s \ O• tJ
0 5,000 SF 1 F 0 O o
a o 0 m I p C183 O \
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rn o o0 00 0o s� o (n 76• 30 p `�• \ N 4 J E \��. \ CV \ N
o v i 0 = Q o n I N89'58'11"E 100.00' I N 1- t 5 Z yI' o o. 00 30
0 o rn co 0 00 o ao c cn h 0 5- ° O 00 i 'y \N c� o l�
o cn cn cn in cn rn p m � .� _) \ 5 9 O \ =� C� au n 7,394 SF \ O• \ P
o D I K1 s\ 2 p. 0 60 00 q 6 6,000 SF 0 0<
o m o '� 0 '� p m o I- 9' UE \P. \� \ \ G N 00 \ S- pOi O'\
0 0 ITI 19 O• O \ n F \9 r \ A• 1 (\
_ _ _ o _o _ o nIJ I C) to I1 Y 13 ? W O� \ r'o\ `N 6.558 SF \ 37 \u 9 \p 1 L \ NF
O
49.00' 22.00'22.00'22.00' 49.00' I X to O o 1� 6,594 SF <" o F'\N O° \ J 5,401 SF \ \N. pF \ 00� ao O \'fl
S89'S811 W 164.00 O olf�j 5,254 SF ro a �+ \ O 100• \ �O. i\Clgs C�9 p0 pOT4-14.17' O 5, 6 \ �'\ O O 0..�
. �i6i n v'\ O`;' �' O°• °'k- 6'
N89'58 11 E 85.00 N89'S8'11"E 110.17' r? O E� \r's d O° o o O° 5. S. `'9\ N \ 17
A O �� fiAi �\ 6 OVF \ F �6 0 i/ O O 0 O•° O \�
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0 2,890 SF o rn D 1 1 N6 \ o; 4 �95' c c^ �� \ 29 0p 6,000 SF
o_ o o p k
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r N8958'it"E 85.OD'I �I ISEE 5 t �� 20 \ 6,000 SF a \
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OF BOUNDARY C
11. N FINAL PLAT
00, W SIDEHILL - FILING TWO
x JOB NO. 39350.08
oo" �7o N MAY 27, 2005
00. W SHEET 4 of 13
7
\ 0 5,000 SF 100%
J"R ENGINEERING
A Westrian Comparry
M East Prospect Road, SWe,190 • Fat Coins, CO 8M
970--491-9888 • Fax 970-491-M • wwwjrengil Wrig cw
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FINAL PLAT �y't9
22. 9' G� '/ SIDEHILL - FILING TWO ��' �0
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SHEET 5 of 13
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4
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SEE SHEET 5
OUTLOT A
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w t!1 � 4 00' yl' TRACT BP \6 8 Sc / �/ Q� / N6 S20 o- ^� °cr / ( ) 5,234 SF PER SIDEHILL - FILING ONE
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No - O \ /O.a�g00. 00^ S6 sg Sr / / //j4 7040 00 n ^o. o/ Ooo0, SF 4`< / \ �/ q INFORMATION)
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mo D o 49.00' 22.00 22.00 22.00 34.00 z t �� \� \ ° ry ^ �6F) / F C31 OO'Ir \ \ �0000, A3 /. //461 2005
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RUNG Y
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id- XM
FINAL PLAT
SIDEHILL - FILING TWO
JOB NO. 39350.08
MAY 27, 2005
SHEET 6 of 13
J'R ENGINEERING
A Westrian Compa"
M East Prospect PW SWe.1%•Fort Coins, CO 8M
97(M91-M • Fax 970-4%-M • wwwfTor emigcan
S-252 2433