HomeMy WebLinkAbout7.0 Final PlatFINAL PLAT
LA KE -TR -R J -\N \ "{:r TJ. D. i'riti nN's
A PARCEL OF LAND SITUATED IN LOTS 5 AND 6, SECTION 32, LOTS 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 20, 21, 22, 23 AND
THE NE1/4 SE1/4 OF SECTION 33, SW1/4 SW1/4 OF SECTION 34 ALL IN TOWNSHIP 6 SOUTH, RANGE 88 WEST OF THE 6TH PRINCIPAL MERIDIAN,
AND ALSO LOTS 2, 3 AND 9 OF SECTION 4, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE 6TH PRINCIPAL MERIDIAN,
COUNTY OF GARFIELD, STATE OF COLORADO.
SHEET 1 OF 6
THIS PLAT, APPROVED BY TIE BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO
THIS DAY OF A D. FOR FlUNG AN THE CLERK
AND RECORDER OF GARFlEU) COUNTY AND FOR CONVEYANCE TO THE COUNTY OF THE PUBUC
DEDICATIONS SHOVM HEREON; SUBJECT TO THE PROVISION THAT APPROVAL IN NO WAY OBUGATES
GARFIELD COUNTY FOR THE FINANCING OR CONSTRUCTING OF IMPROVEMENTS ON LANDS, PUBUC
HIGHWAYS OR EASEMENTS DEDICATED TO THE PUBUC EXCEPT AS SPECIFICALLY AGREED TO BY THE
BOARD OF COUNTY COMMISSIONERS AND FURTHER THAT SAID APPROVAL SHALL IN NO WAY OBUGATE
GARFlELD COUNTY FOR THE CONSTRUCTION, REPAIR OR MAINTENANCE OF PUBUC HIGHWAYS.
BOARD OF COUNTY COMMISSIONERS
OF GARFIELD COUNTY, COLORADO
BO
CHAIRMAN
WITNESS MY HAND AND THE SEAL OF THE COUNTY OF GARFIELD.
ATTEST:
COUNTY CLERK
AN ATTORNEY UCENSED TO PRACTICE LAW IN
THE STATE OF COLORADO, DO HEREBY CERTIFY THAT ALL DEDICATIONS TO THE PUBUC, AS DESCRIBED
ON THIS FINAL PLAT ARE FREE AND CLEAR OF ANY DENS, CLAIMS OR ENCUMBRANCES OF RECORD
AND FURTHER THAT THIS SUBDIVISION 15 IN SUBSTANTAL COMPUANCE WITH THE GARFIELD COUNTY
SUBDIVISION REGULATIONS OF 1984.
ATTORNEY
DATE
NOTES:
1 BASS OF BEARINGS FOR THIS SURVEY IS A BEARING OF TRUE NORTH DETERMINED BY GPS
OBSERVATION NEEDING A BEARING OF 5 0351'22' E BET'NEEN THE EAST QUARTER CORNER OF
SECTION 33 A 2 1/2' ALUMINIUM CAP LS NUMBER 5933 FOUND IN PUCE, AND THE SOUTHEAST
SECTION CORNER OF SECTION 33 A 3 1/4' BLM ALUMINUM CAP FOUND IN PLACE.
2 THIS PROPERTY I5 SUBJECT TO RESERVATIONS. RESTRICTIONS, COVENANTS AND EASEMENTS OF
RECORD OR IN PLACE.
3 DATE OF SURVEY WAS JANUARY AND FEBRUARY 2001.
4 THIS MAP IS BASED ON A SCARROW AND WALKER/KKBNA, INC. MAP DATED DEC 1977, AND
CORNERS FOUND IN PLACE
5 THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT, AND
EXCEPTIONS TO THE TTP HAVE NOT BEEN RESEARCHED BY HIGH COUNTRY ENGINEERING, INC.
8 TME INDIVIDUAL LOT OWNERS SHALL BE RESPONSIBLE FOR THE CONTROL OF NOXIOUS WEEDS.
7 APPUCATON FOR A BUILDING PERMIT FOR EACH LOT WITHIN THE SUBDIVISION SHALL INCLUDE
A SITE SPECIFIC FOUNDATION STUDY DONE BY A QUAUFlED REGISTERED PROFESSIONAL ENGINEER IN
THE STATE OF COLORADO.
8 GARFlELD COUNTY HAS ADOPTED A 'RIGHT TO FARM' PROVISION IN THE GARFIELD COUNTY
ZONING RESOLUTION IN SECTION 1.08, WHICH STATES AMONG OTHER THINGS, THAT 'RESIDENTS AND
VISITORS MUST BE PREPARED TO ACCEPT THE ACTIVITIES, SIGHTS, SOUNDS AND SMELLS OF
GARFIELD COUNTYS AGRICULTURAL OPERATIONS AS A NORMAL AND NECESSARY ASPECT OF LIVING
IN A COUNTY WITH A STRONG RURAL CHARACTER AND A HEALTHY RANCHING SECTOR.
9 ONE (1) DDG TILL BE ALLOWED FOR EACH RESIDENTIAL UNIT ON THIS LOT, AND THE DOG
SHALL BE REQUIRED TO BE CONFINED WITHIN THE OWNER'S PROPERTY BOUNDARIES. ENFORCEMENT
PROVISIONS SHALL BE DEVELOPED FOR ALLOWING THE REMOVAL OF A DOG FROM THE AREA, AS A
FINAL REMEDY IN WORST CASES.
10 NO OPEN HEARTH 50JD-FUEL FIREPLACES WILL 8E ALLOWED ON MIS LOT. ONE (1) NEW
SOJD-FUEL BURNING STOVE A5 DEFINED BY C.R.S. 25-7-401, ET. SEC., AND THE REGULATIONS
PROMULGATED THEREUNDER, WILL BE ALLOWED IN ANY DWELUNG UNIT. ALL DWELLING UNITS WILL
8E ALLOWED AN UNRESTRICTED NUMBER OF NATURAL GAS BURNING STOVES AND APPLIANCES
11 ALL EXTERIOR UGHTING SHALL BE THE MINIMUM AMOUNT NECESSARY AND ALL EXTERIOR
UGHTING SHALL BE DIRECTED INWARD, TOWARDS THE INTERIOR OF THE LOT. PROVISIONS MAY BE
MADE TO ALLOW FOR SAFETY LIGHTING THAT GOES BEYOND THE PROPERTY BOUNDARIES'
12 HEPWORTH-PAWIAK GEOTECH'S RECOMMENDATONS SHALL BE
FOLLOWED. 517E SPECIFIC STUDIES SHALL BE CONDUCTED FOR INDIVIDUAL
LOT DEVELOPMENT. THE NEED FOR SITE SPECIFIC STUDIES SHALL BE
DISCLOSED IN THE COVENANTS AND ON THE PLAT IN THE FORM OF A PLAT
NOTE THOSE RECOMMENDATIONS INCLUDE THE FOLLOWING:
A PROSPECTIVE BUILDING OWNERS SHOULD BE MADE AWARE OF THE POTENTIAL
LOW RISK OF EVAPORIIE DEFORMATION. IF THE LOW RISK IS NOT ACCEPTABLE 70
BUILDING OWNERS. IT CAN BE REDUCED BY THE USE OF HEAVILY REINFORCED
FOUNDATION SYSTEM PREFERABLY WITHOUT A BASEMENT.
B. IT IS RECOMMENDED THAT BUILDINGS NOT BE LOCATED WITHIN 50 FEET OF THE
MAPPED FAULT TRACE UNLESS SITE SPECIFIC STUDIES SHOW 114A7 A FAULT IS NOT
PRESENT OR, IF PRESENT, THE FAULT 15 NOT GEOLOGICALLY YOUNG.
C. IT 15 RECOMMENDED THAT ADDITIONAL SUBSURFACE EXPLORATION BE MADE
IN THESE AREAS TO EVALUATE THE ENGINEERING CHARACTERISTICS OF THE LAKE
DEPOSITS.
D. THE RECOMMENDED FOUNDATION SYSTEM WILL DEPEND ON THE SITE
SPECIFIC EXPANSION POTENTIAL ALSO, A STRUCTURAL FLOOR SYSTEM OVER A
CRAWLSPACE MAY BE WARRANTED DEPENDING ON THE EXPANSION POTENTIAL AT
A SPECIFIC BUILDING SITE A SITE SPECIFIC FOUNDATION STUDY BY THE INDIVIDUAL
LOT OWNERS SHOULD BE CONDUCTED FOR DESIGN LEVEL RECOMMENDATIONS.
E. MORE EXTENSIVE GRADING SHOULD BE EVALUATED ON A STE SPECIFIC
BASS. AS PREVIOUSLY RECOMMENDED, CUT AND FILL SHOULD NOT EXCEED 10
FEET DEEP AND CUT AND FILL SLOPES SHOULD BE 2.1 (HORIZONTAL TO VERTICAL) OR
FLATTER. WE SHOULD RENEW THE PROPOSED GRADING PLANS WHEN AVAILABLE
AND DETERMINE IF ADDITIONAL SUBSURFACE EXPLORATION AND ANALYSIS ARE
NEEDED.
F. THE CHANNEL CROSSING SHOULD BE DESIGNED FOR THE APPROPRIATE FLOOD
DISCHARGE AND INCLUDE PROVISIONS FOR A HIGH SEDIMENT CONCENTRATION
FLOODING. HYDROLOGIC ANALYSIS IN THIS AREA SHOULD ALSO CONSIDER FLOOD
FLOW VELOCITIES AND THE NEED FOR CHANNEL EROSION STABIUZATON TO PROTECT
PROPOSED LOTS 11, 12 AND 13. [BLOCK 2]
G. OCCUPIED STRUCTURES SHOULD BE DESIGNED TO WITHSTAND MODERATELY
STRONG GROUND SHAKING WITH UTILE OR NO DAMAGE AND NOT TO COLLAPSE
UNDER STRONGER GROUND SHAKING. 1HE REGION 15 IN THE UNIFORM BUILDING
CODE, SEISMIC RISK ZONE 1.
13 THIS FlUNG 1 REPRESENTS PHASE 5 OF THE PHASING PLAN AS APPROVED BY THE BOARD OF
COUNTY COMMISSIONERS BY ITS RESOLUTION 79-64, 79-153 AND 2004-_.
14 APPROVAL OF THIS PLAN SHALL CREATE A VESTED PROPERTY RIGHT PURSUANT TO ARTICLE
68 OF TITLE 24, C.R.S., AS AMENDED.
15 ABSOLUTE PROHIBITION ON SALE OF LOTS NO LOTS WITHIN LAKE SPRINGS RANCH, FlUNG 1,
MAY BE SEPARATELY ADVERTISED. CONTRACTED. RESERVED, LEASED. CONVEYED, SOLD OR
OTHERWISE TRANSFERRED PRIOR RO COMPLETION AND ACCEPTANCE BY THE COUNTY OF ALL
SUBDIVISION IMPROVEMENTS AS DESCRIBED HEREIN.
18 ABSOLUTE PROHIBITION ON ADDITIONAL FINAL PLATS. UNTIL ALL SUBDIVISION IMPROVEMENTS AS
DESCRIBED HEREIN FOR LAKE SPRINGS RANCH. FlUNG 1, HAVE BEEN COMPLETED AND ACCEPTED BY
THE COUNTY, OWNER SHALL BE PROHIBITED FROM SUBMITTING ANY FURTHER FINAL PLANS FOR ANY
OTHER PORTON OF LAKE SPRINGS RANCH PUD.
NOTICEI AO8 800* TO MICRADO LAW YOU NNYT COYNE.* ANY LAVAL
ACTION USED UPON ANY DETECT N Ela SUMS WHIN 1 *81 TEARS ARES
YOU MGT DISCOVER 9101 DEFECT. NO EVENT BAY ANY ASSIGN BASED UPON
HNT' DETECT N Ta SURVEY E CWIENCED BOE TAN TEN TEARS TRW THE
DATE OF W1Ti1CATW 9101,1 WRECK
h-r.r
COLORAMO _MOUNTAIN COLLEGE
`SP €Y CAMPUS
VICINITY MAP
SCALE: 1' - 2000'
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KEY MAP
SCALE: 1" - 1000'
I, FRANK W. HARRINGTON, DO HEREBY CERTIFY THAT I AM A REGISTERED LAND SURVEYOR UCENSED
UNDER THE LAWS OF THE STATE OF COLORADO, THAT THIS PUT IS A TRUE, CORRECT AND COMPLETE
PLAT OF THE LAKE SPRINGS RANCH P.U.D.. FlUNG 1 AS LAID OUT, PLATTED, DEDICATED AND SHOWN HEREON.
THAT SUCH PLAT WAS MADE FROM AN ACCURATE SURVEY OF SAID PROPERTY 8Y ME AND UNDER MY
SUPERVISION AND CORRECTLY SHOWS THE LOCATION AND DIMENSIONS OF THE LOTS, EASEMENTS AND
STREETS OF SAID SUBDI0SION AS THE SAME ARE STAKED UPON THE GROUND IN COMPLIANCE WITH
APPUCABLE REGULATIONS GOVERNING THE SUBDIVISION OF LAND.
IN WITNESS WHEREOF I HAVE SET MY HAND AND SEAL THIS _ DAY OF A D 2004
FRANK W. HARRINGTON, L5. /19598
CTNI7 M.1.o A1C
KNOW ALL MEN BY THESE PRESENTS:
THAT THE UNDERSIGNED BERKELEY FAMILY LIMITED PARTNERSHIP IS
THE OWNER OF THAT REAL PROPERTY SITUATED IN THE COUNTY OF
GARFIELD. STATE OF COLORADO. AS SHORN ON THE ACCOMPANYING PLAT,
SAID REAL PROPERTY BEING MORE PARTICULARLYDESCRIBED AS FOLLOWS:
A PARCEL OF LAND SITUATED IN GOVT LOT 5 AND 6 OF SECTION 32 AND IN GOVT LOT 7, 8, 9, 10, 16.
17. 20 AND 21 OF SECTION 33, TOWNSHIP 6 SOUTH, RANGE 88 WEST OF THE SIXTH PRINCIPAL MERIDIAN,
COUNTY OF GARFIELD, STATE OF COLORADO SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS
COMMENCING AT THE SOUTH QUARTER CORNER OF SAID SECTION 33; THENCE N89'40'0YW ALONG THE
SOUTHERLY BOUNDARY OF SAID SECTION 33 A DISTANCE OF 434.92 FEET TO THE PONT OF BEGINNING;
THENCE CONTINUING ALONG SAID SOUTHERLY BOUNDARY N89'40'02'W A INSTANCE OF 2,067.79 FEET 70
THE SOUTHWEST CORNER OF SAID 000eT LOT 20; THENCE LEAVING SAID SOUTHERLY BOUNDARY N0158'08'E
ALONG THE WESTERLY BOUNDARY OF SAID GOVT LOT 20 AND 17 A DISTANCE OF 2,064.02 FEET 70 THE
NORIHWI3T CORNER OF SAID GOVT LOT 17; THENCE LEAVING SAID WESTERLY BOUNDARY N8710'45'W
ALONG TME SOUTHERLY BOUNDARY OF SAID GOVT LOT 9 AND 6 A DISTANCE OF 1382.36 FEET TO THE
SOUTHWEST CORNER OF SAID GOVT LOT 6; THENCE LEAVING SAID SOUTHERLY BOUNDARY N01'43'36'E
ALONG THE WESTERLY BOUNDARY OF SAID GOVT LOT 8 AND 5 A DISTANCE OF 1260.41 FEET TO A PONT
ON THE SOUTHERLY RIGHT-OF-WAY OF SPRING VALLEY ROAD (PROPOSED); THENCE LEAVING SAID
WESTERLY BOUNDARY 58905'51'E ALONG SAID RIGHT-OF-WAY A DISTANCE OF 1129.93 FEET; THENCE
CONTINUING ALONG SAID RIGHT-OF-WAY ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF
1,320,00 FEET AND A CENTRAL ANGLE OF 3257'29', A DISTANCE OF 759.30 FEET (CHORD BEARS
57217'06'E A DISTANCE OF 748.88 FEET); THENCE LEAVING SAID RIGHT-OF-WAY 539'45'38"W A DISTANCE
OF 201.52 FEET; THENCE S19'49'18'E A DISTANCE OF 223.31 FEET; THENCE 539'03'44'E A DISTANCE OF
517.33 FEET; THENCE N59'33'05'E A DISTANCE OF 317.38 FEET TO A PONT ON THE SOUTHERLY
RIGHT-OF-WAY OF SPRING VALLEY ROAD (PROPOSED) ; THENCE ALONG SAID RIGHT-OF-WAY ALONG THE
ARC OF A CURVE 70 THE RIGHT HAVING A RADIUS OF 1,620.00 FEET AND A CENTRAL ANGLE OF 0312'14',
A DISTANCE OF 100.01 FEET (CHORD BEARS 530'36'47'E A INSTANCE OF 100.00 FEET); THENCE LEAVING
SAID RIGHT-OF-WAY 559'33'05"W A INSTANCE OF 365.10 FEET; THENCE 54751'S9'W A DISTANCE OF
190.00 FEET; THENCE 52158'27"E A DISTANCE OF 473.84 FEET; THENCE 575'28'47"E A INSTANCE OF
190.00 FEET; THENCE 017'00'24'E A DISTANCE OF 802.96 FEET; THENCE 53120'56'E A INSTANCE OF
929.26 FEET; THENCE S53'05'20'E A DISTANCE OF 415.90 FEET; THENCE 50019'58'W A DISTANCE OF
50.00 FEET TO THE PONT OF BEGINNING SAID PARCEL OF LAND CONTAINING 118.504 ACRES, MORE OR
LESS
THAT SAID OANER HAS CAUSED THE SAID REAL PROPERTY TO BE LAID OUT AND
SURVEYED AS LAKE SPRINGS RANCH P.U.D., FILING 1, A SUBDIVISION OF A PART OF GARFIELD
COUNTY. COLORADO.
THAT SAID OMNER DOES HEREBY DEDICATE AND SET APART ALL OF THE STREETS
AND ROADS AS SHOWN ON THE ACCOMPANYING PLAT TO THE USE OF THE PUBLIC
FOREVER, AND HEREBY DEDICATES TO THE PUBLIC UTILITIES THOSE PORTIONS
OF SAID REAL PROPERTY WHICH ARE LABELED AS UTILITY EASEMENTS ON
THE ACCOMPANYING PLAT AS PERPETUAL EASEMENTS FOR THE INSTALLATION
AND MAINTENANCE OF UTILITIES, IRRIGATION AND DRAINAGE FACILITIES.
INCLUDING BUT NOT LIMITED TO ELECTRIC LINES. GAS LINES, TELEPHONE
LINES; TOGETHER WITH THE RIGHT TO TRIM INTERFERING TREES AND BRUSH;
WITH PERPETUAL RIGHT OF INGRESS AND EGRESS FCA INSTALLATION AND
MAINTENANCE OF SUCH LINES. SUCH EASEMENTS AND RIGHTS SHALL BE
UTILIZED IN A REASONABLE AND PRUDENT MANNER.
THAT ALL EXPENSE FOR STREET PAVING OR IMPROVEMENTS SHALL BE
FURNISHED BY THE SELLER OR PURCHASER, NOT BY THE COUNTY OF GARFIELD.
IN WITNESS HEREOF SAID OM ER HAS CAUSED HIS NAME TO BE HEREUNTO
SUBSCRIBED THIS DAYOF A D 2004.
STATE OF COLORADO )
)ae
COUNTY OF GARFIELD )
THE FOREGOING DEDICATION WAS ACKNOWLEDGED BEFORE ME THIS
OF A D 2004, BY
MY CORY I55 ION EXPIRES'
WITNESS MY HAND AND SEAL
DAY
NOTARY PUBLIC
APPROVED FOR CONTENT AND FORM ONLY AND NOT THE ACCURACY OF SURVEYS,
CALCULATIONS AND DRAFTING PURSUANT TO C.R.S., 38-51-101 AND 102 (REVISED).
GARFIELD COUNTY SURVEYOR
DATE
VER!< 4112RECCRDEn—CEflTF1CATE.
THIS PLAT WAS FILED FOR RECORD IN THE OFFICE OF THE CLERK AND RECORDER
OF GARFIELD COUNTY AT O'CLOCK _M., ON THE DAY OF
A D 2004, ANO IS DULY RECORDED IN BOO(
PAGE RECEPTION N0.
ATTEST:
CLERK AND RECORDER
BY:
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PROJECT NO.
2041025.00
0511
PLAT -01
NW COR LOT 5 WITNESS COR
ei2-3/4" GARCO ALUM CAP
BEARS N 01'43'36" E 29.83'
/ S 8905.511" 0
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N 8710 45 W
SW COR LOT 6
2-3/4" GARCO ALUM CAP
1382.36
NW CORNER LOT 17
SET 3 1/4" CAP
LS# 19598
NW CORNER LOT 20
SET 3 1/4" CAP
LS# 19598
SW CORNER LOT 20
SET 3 1/4" CAP
LS# 19598
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BRASS CAP
W1/4 SEC 33
8825'59" E.
GOV'T LOT 10
SEC. 33
w
NE CORNER LOT 7
2.5" GARCO ALUM CAP
1529.49'
1282.9?
GOV'T LOT 7
SEC. 33
N 19'49'
223.31
)1110
FINAL PLAT
S_P R[IGG RANCH P. [JD.
SHEET 2 OF 6
1<
• W -C1/16 SEC 33
S 2-1/2" ALUM CAP
• LS# 5933
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5 8825'59' E
— — 1113.34' —
i'.
190.00
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S 8934'08" 1321.91'
\\z\ EXISTING CENTERUNE
30' UTIUTY EASEMENT
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GOV'T LOT 17N` GOVT L0-
\\ SEC. 3F:
"
AGRICULTURAL RESERVE rn-, i \\ \
4,109,500 S.F.*
94.341 Ac.±
S 8834'08" E 1115.28'
SEC. 33
CENTERLINE 60'
R.O.W. FOR
PROPOSED SPRING
VALLEY ROAD
N 89'47'49" E 1355.54'
GOV'T LOT
SEC. 33
1379.98'
N 89'40'02" W
SE CORNER LOT 20
SET 3 1/4" CAP
LS# 19598
N,14 844749' E 122171'
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50.00
587.81'
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GOVT
LOT 21
SEC. 33
C1/4 SEC 33
3-1/4" GARCO ALUM CAP
1255.38'
C -E1/16 SEC 33
2.5" BRASS CAP
LS# 5938
3824.09'
1255.38'
V•
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130.41'' 'co
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• 3 GOV'T 124....,./4 ,
M1 h ' SEC. 334J \
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/ / I CENTERUNE 60'
I / / NON-EXCLUSIVE ACCESS/UTILITY
E4SEMENT TO BE VACATED
UPON FUTURE FILING OF
LAKE SPRINGS RANCH P.U.D. AND
— 1185.99' /� RE-CREATED AS PUBLIC
Al • s 8009'or E / CENTERLINE 60' — RlGH7 .OEJBA.Y. _ _
R.O.W. FOR •S 89'09'01" E 1298.27'
3 / / EXISTING COUNTY
/I „. / ROAD 114 I I
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/ N 844]49' E 1415.85'I 3 / I ( 1 GOVT LOT i.:: I
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GOVT LOT 232.
SEC. 33
S 89'4918" E g*y8
2067.79'
POINT OF BEGINNING
SET REBAR AND CAP
LS# 19598 (TYPICAL)
•
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S1/4 SEC 33
2-1/2" BRASS CAP
LS# 5933
GOV'T LOT 3
SEC. 4
5
to
_ N 89'49'18", W —
2882.73'
N 8952'08' W — 1127.88'
k
n SE CORNER LOT 2
/FOUND REBAR AND CAP
089'51'49"W 891/
1555.50' I S 51 48" W
213.40'
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SW CORNER LOT 9
3-1/4" GARCO ALUM CAP
SE CORNER LOT 9 1S
FOUND REBAR & CAP
LS# 19598 1 ,
N 8448'50' W 134.3.47' \tll
IW
Iu
NG
E1/4 SEC 33
2-1/2" ALUM CAP
LS# 5933
S1/16 SEC 33 AND 34
2 ALUM CAP
LS# 5933
300
GRAPHIC SCALE
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NO 1100
N 8992'47, E — . 1384.84'-
S 8890'28' W
SE COR SEC 33
2" BLM ALUM CAP
•
( 84 FEET )
1 Inch - 800 ft.
SW1/16 SEC 34
FOUND REBAR & CAP
LS# 19598
IN
ACCESS AND
UTIUTY EASEMENT I$
SW1/4SW1/4
SEC. 34
. — . .
1342.29'
KEY MAP
SCALE: 1' - 1000'
1
I$
I W1/16 SEC 34 & SEC 3
//////------FOUND REBAR & CAP
LS/ 19598
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PROJECT NO.
2041025.00
0511
PLAT -02
2-3/4" GARCO ALUM CAP
///''' SW COR LOT 6 811NESS COR
BEARS N 01'43'36' E 29.83'
_�.�• 256.61'
5 89'05'51' E
228.12' ep 3' 290.82'
n FlUNG 1
143,561.± I
I 1.000 Ac.± I
L ---I
5 89'05'51' E
223.02'
r----1
1 FlUNG 1 I I
143,56600S.S.FF..± I a
I 1.000 Ac.±
80'
L_ - - I �.
5 8995'51' E
m
SPRING VALLEY ROAD
,o r - - i111NG.3-
LOT 21 \\
49,847 S.F.f
1.144 Ac.t \ \
L `BUILDING ENVELOPE. TTP.
o �
- '
186.01' 022
219.88' Ci`
• FlUNG 1 R I I n SPF2JQ6 4 i per( \,
N 87'21'34' W 358.79'
I181.00'
_ 175.7
�1.1\
I
1 -I RUNG 1 R \\
t I FlUNG 1 I iv . 43,600 S.F.± \u
LOT 20 1$ I 1.001 Ac.± \
r 44,396 S.F.± I r • �rL\
I 1.019 Ac.t I N "I unuTr \;\, `"
& DRAINAGE I,'.
L_ - - J I- EASEMENT / 0 \ \
\ , \
RUNG 1
Er _ /44,21��f \ \
mom' 4\.015 Ac.± \
ni --- I rim \ \
\ -\
RUNG 1 FlUNG 1 N +N
I LOT 16 I mI LOT 17 N 47X\ \ \ \
I' &I 49,820 S.F.±
LOT
V
h I 1.031 Ac.f o 1.144 Ac.± K'
N
"20807.02P4*
W
r 200.01'
8' \
872.90'
UI1UTY EASEMENT
Cz,„
1LOT 3iPt
43.560 S.F.± a
so' 1.000 Ac.± I-
L_--J�
S 89'05'51' E
216.70'
FlUNG 1
n II
43,560 SS f m
1.000 Ac.± I
30'
L - -
6o-
-
0FlUNG 1 I FlUN1
- 17''8435'3/• - LOT '15s- 13 J-; I LOT,
215.7 FlUNG 1 tOTG • 13-
-j 45,933 S.F.± I Pa I OT 14 a t 43,732 S.F.f
r- RUNG 1 1.054 Ac.t p ( L I I 1.004 Ac.3 /-
LOT 5 1 \ 45 379 S F t °0 0
I43,560 S.F.f \
1.000 Ac.t /
�+- 577.84'
185.99' 18412' 377.73'
227.73'Li
30' 1 207 _I- -
f -\KF'
1129.94'
553.17'
GOVT LOT 5
SEC. 32
\ \
8
\ IN"I 1.042 Ac.t IN0I /4'/ \
1 1
/ ry o \� �� L -- J L / FlUNG 1 \\ D
/4. 17.28' 150.12' 010 5LOTS12
s'
y % 167.40' CO ?/__ 1.177 Ac.± \\
4RUNG 1 / ^ L1 167.40' C1 `EL M1
/LOT 6 / / / /) 715.86 151.54' `Y \ ' `. 95 76.4/'20.-7---- \
r 43,560 S.F.±/ /Iz - -
SET 3 1/4" CAP
LS/ 19598
UnUTYEASEMENi- • •
C1347'Rg
1.000 Ac,i°F, / / 20'
20'
ENVELOPE. TYP.�I
I r '571%0T7 ho� Fl G I "a I LOT 9 �_ y�� LOT 11
/ / LO 1,1g I Fl NG 1 �`10\ 49,651 S.F.t
1 / ,,,,h1 /FluNG 1 M1 / I W I FILING
1 I I- \ BbIFDING FlUNG 1
/ UN 1
F.�� TS In 43560S.F.±"� u I 3
GOVT
LOT 6
SEC. 32
unuTY
& DRAINAGE
EASEMENT
L 1.000 Ac. 43,580 S.F.3 r I 2 : 1 140 Ac.S
/ , 000 AG t LOT 10 x s\
� 44649
S.F.± 1.000 Ac.t, _ .
L -'-/ L- __ I 1.025 Ac3 \ \ N
208.87' 248.73' .r - - _
17222'
288.98'
la
2SW4-3 ?1,70;?
890ALUM CAP
LOT 6
9\\ �
,?SHEET 3�`:\ ;
Og I
i SHEET 5
SHEET 2
SHEET 4
NDRR` ACCOEND TO CXCOADU LAW YOU 119f COMM. ANY MOM
ACTON BASED URDU ANY OOECf N MS MET 11TH TME WARS AFTER
YOU FIRST DISCOVER SUCH DEFECT. N NO EMT WY ANY ACIIM USED UPON
MY DEFECT N Ti SUM, E COMMENCED YORE TWM REN YEARD FROM THE
DAT: Of ORIRI°ATOI MOM IOMCE
KEY MAP
SCALE, 1" - 1000'
100
79.87'
GRAPHIC SCALE
200
( ■ PEST )
1 inch - 100 R
37
FINAL PLAT
-L I\. _r ����� _r \_N' -r -L . U U. J, T1r r I_N' s
SHEET 3 OF 6
3-1/4" GARCO
BRASS CAP
W1/4 SEC 33
SET 3 1/4" CAP
L5/ 19598
248.
Q
D - 3237'29'
R - 1320.00'
L - 759.30'
CB- N 72'37'08' W
C - 748.88'
0
SET REBAR AND CAP
- lS/ 19598
IOIn T RA wFlx
_
- -- 4,109,500 S.F.±
94.341 Ac.±
1282.97'
D - 5198'44'
R - 1350.00'
L - 1205.09'
CB- N 637119' W
C - 1185,48'
2.5" CARCO ALUM CAP
NORTHEAST CORNER LOT 7
FUTURE DEVELOPMENT
TRACT C
4,573,107. SF±
104.984 AC±
GOVT LOT 7
SEC. 33
80' PUBLIC
RIGHT OF WAY
FUTURE DEVELOPMENT
TRACT E
236,982. SFf
5.440 AC±
GOVT LOT 10
SEC. 33
4
�S.
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
DELTA
CHORD
CHORD DIRECT
C1
316.55'
200.00'
202.41'
90.41'10'
284.53'
S42.42'09'E
CIO
72.10'
50.00'
43.95'
82.37'30'
66.02'
S88'51'06'W
C11
55.11'
50.00'
30.73'
63.08'50'
52.36'
N18•15'45'W
C12
31.94'
50.00'
16.53'
36'35'53'
31.40'
N31'36'37'E
C13
75.47'
49.89'
47.07'
86'39'52'
68.48'
S86.52'22'E
C14
15.50'
20.00'
8.16'
44.24'55'
15.12'
N69.44'48'E
C15
15.53'
20.00'
8.18'
44.28'33'
15.14'
N65'48'27'W
C16
269.07'
170.00'
172.05'
90.41'10'
241.85'
S42.42'09'E
C17
68.47'
230.00'
34.49'
17.03'22'
68.21'
S79'31'03'E
C18
80.00'
230.00'
40.41'
19.55'44'
79.60'
S61'01'30'E
C19
107.79'
230.00'
54.90'
26.51'02'
106.80'
S37.38'07'E
C20
107.79'
230.00'
54.90'
26.51'02'
106.80'
S10'47'05'E
C21
15.50'
20.00'
8.16'
44.24'55'
15.12'
N70'25'58'E
C22
85.35'
50.00'
57.32'
97.48'10'
75.36'
N82•52'24'W
C23
63.90'
50.00'
37.15'
73.13'30'
59.64'
NO2.38'26'E
C24
85.35'
50.00'
57.32'
97.48'10'
75.36'
N88'09'16'E
C25
15.50'
20.00'
8.16'
44.24'55'
15.12'
N65.09'06'W
GOVT LOT 17
SEC. 33
S 6811'12' W
14,83
4372'14'
R41620.00
L-100.02
CB -530'38'46'E
5 10'40'47' W =; - . - . . - . . - . . - . . -
22449'\' 2-1/2" ALUM CAP
I LS/ 5933
WC1/16 SEC 33
30' EXCLUSIVE
UTIUTY EASEMENT
EXISTING
TERUNE 30'
U11UTY EASEMENT
N
435'08'32'
R-1650.00
L-1012.02
CB -5 2072'51' E
0-998.23
FUTURE DEVELOPMENT
TRACT D
922,586. SF±
21.180 AC±
7$76''3"
190,x.
S:.
MATCH LINE - SEE SHEET 4
\
s 2892'01' E
42
80'
I N I
n
\\\
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1ERUNE 30'
I I I \ \ UTU1Y EASEMENT
\ \
30'
s 2799.13" W
185.31'
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PROJECT NO.
2041025.00
0511
PLAT -03
0
0
SET 3 1/4" CAP
LS/ 19598
SET 3 1/4" CAP
LS/ 19598
1m
GRAPHIC SCALE
NO 100
>m
MATCH LINE — SEE SHEET 3
AGRICULTURAL RESERVE
4,109,500 S.F.±
94.341 Ac.±
GOVT LOT 20
SEC. 33
400
(■ F617P )
1 inch - 100 ft
2087.79'
FINAL PLAT
-���_r��T�� I\ -\_N ,f1 -'P. U. J. 141ILING
4
SET 3 1/4' CAP
LS/ 19598
SHEET 4 OF 6
:.,•\....\,..—. I—..—..
6.28'32'21• \ \ S 2821'48• E
6-942.34 553.77'
L-489.7' \ \
CB -S 1794'45' E \
\ 6484.54
\ \ \ \\\
\ \\
\ \
\ \\\\
\ \\ \
\ \ S 1999'05' E
30259
80' PUJY
W
RIGHT OF WAY \ \ \\\\
\
\ \ \-\.
MATCH LINE — SEE SHEET 5
\.51:!'4
ems \5 37'35'10' E
\ \ 218.53'
* \\
FUTURE \ \ CQI UNE 30'
UTILITY EASEMENT
DEVELOPMENT \ \ S 3113'29' E
Ban \ /280.54'
10
H4
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FUTURE DEVELOPMENT
TRACT C I
4,573,107. SF±
104.984 AC±
922,586. SF± \ \
21.180 AC±
GOS T LOT 21
N
M
' O
>N
(12
60' CR7 PUBUC
MOH OF WAY
\ I 8-471742" 8-41'38'' I
R-436.36 6-347.
L-380.19 L-252.
CB5439'47' E CB -N 08'38'13'
63535 0.08 6247.00
S 0822.56' W
255.36
1
/
`\ \
5 1732.31' E
130.00' 1 \
S 0019'58' W
50.00'
SHEET 3
SHEET 2
\,
;?;, SHEET 5 /% \
it
ii SHEET 6
\\\u 7/1 1j /`_�eI
SHEET 4 \\
7
NOMEA2Up060CO
m T) 06100 LAW YOU MUST NONE ANY IEDAL
*0109
ACTON RAMD UPON ANY DEFECT N T15 SUNSET WINK TWEE 01 WARS AF1ER
MST ST DI9lDW1 SUCH DEFECT. NO ET SAY ANY ACIE N BARD IPCN
AMY DEFECT N TE SURVEY E (OMEN® SORE TAN mN YEARS MOS THE
DAT: O m1MCATON MOM NOSE
KEY MAP
SCALE: 1' - 1000'
N 8591'58' E
45.00
434.92'
/
d - 522.01'
R-347.50'
L- 32.55'
CB-S18'5E52"E /•
C -3254'
N 7191.08"E\
. 177.21 \\
2-1/2" BRASS CAP
LS/ 5933
51/4 SEC 33
S 233512" W
141.70'
•
/
S 2823.56' W
148.91
■ ■ - ■ ■
.I■
d - 1056'33'
R — 484.00'
L-68.82'
05— 0 39^745' E
IC - 88.48'
/
A - 470010'
R-347.50'
L - 285.07
CB- 5 033712' W
C - 277.15'
E%IS11N0
CEN1ERUNE 30'
U9UTY EASEMENT
N 1932'53' W
82.64
5 19'36'15' E
82.21
o-4' ' 51
R-823.00
L-64.84
CB -8 29'42'43' E
C-64.82
1-•
.
■
1
■
■
1
■
■
I
■
i
d - 53'4721 —
R - 347.50'
L - 325.73'
C 313.93'
■
■
■
■
■
■
■
i
N 349918' E
88.8
■ ■
■
W
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PROJECT NO.
2041025.00
0511
PLAT -04
MATCH LINE SEE SHEET 3
GOVT LOT 11
SEC. 33
GOVT LOT 16
SEC. 33
*5,„
SHEET 3:,\
i
2367.91'
3-1/4 CARCO ALUM CAP
C1/4 SEC 33
■ ■
MATCH LINE — SEE SHEET 4
SHEET 2
0 I SHEET 5 I
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o'e ' 11 S ET
\\‘\\`''''.
�\`J 4 n ' 'Fr -
SHEET 4 \``'''\. ' II r -
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▪ —
KEY MAP
SCALE: 1' - 1000'
110112 AMIESIC T1 CICMDO LAW YOU MUST MAME ANY LEON.
ACTON BASET UPON ANY DETECT N THIS SLIMY WW1 WEE 17465 NIDI
YOU AST DISCOVERDISCOVERWM DEFECT. I NO EMIT TAY MMTACTON RASED NMI
ANY DEEEC'T I 701 SURVEY E SIEQICED YORE TVA TN MMS MON THE
DAT: Cr CER1NICAT01 91001 IEESI
1000 SO 100
GRAPHIC SCALE
N00
■ ■ - ■ ■
400
(MPEF71 )
1 Inch - 100 K
FINAL PLAT
[NT Cir I\ A.NTC-�_r _ , U, D.__JII T J
SHEET 5 OF 6
MATCH LINE - SEE SHEET 4
r.. -.. -.. L T.. 1.:. �..
GOVT LOT 12
SEC. 33
FUTURE DEVELOPMENT
TRACT C
4,573,107. SF±
104.984 AC±
6 _
—.. 7440
7 7
/ 7
/
6-22'4512
R-572.28
L-227.28
CB -N 43'20'44' E
C-225.77
■ ■ - ■ ■
/
/
GOVT LOT 14
SEC. 33
IN ■ - ■ ■
6-191859
R-582.00
L-189.47
CB -1.4 4503.50' E
C-188.57
2.5- BRASS CAP
LS/ 5938
0E1/15 SEC 33
888.81'
5 - 716'12'
R - 892.00'
L - 113.18'
CB- N 3937'28' E
C - 113.11'
1
■
■
80' CR114 FUBUC 44/ \\
RIGHT OF WAY ? ''
?„ f
■ ■ - ■ ■
6-15'0.348
R-582.00 I
L-147.75
CB -N 4258.13' .E
C-147.32
x712'32'
R-823.00
L-103.55
CB -N 4851'50' E
C-103.48
80' NON-EXCLUSIVE ACCESS/MUT(
EASEMENT TO BE VACATED
UPON FUTURE FILING OF
LANE SPRINGS RANCH P.U.D. AND
RE-CREATED AS PUBUC
RIGHT OF WAY
FUTURE DEVELOPMENT
TRACT B
6,592,431. SF±
151.342 AC±
■ ■ - ■ ■
■ ■ - ■ ■
GOVT LOT 13
SEC. 33
LINE - SEE SHEET 6
■ ■ - ■
-1
W
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PROJECT NO.
2041025.00
0511
PLAT -05
LINE SEE SHEET 5
1
589.57'
2-1/2 LUM CAP
LS/ 5933
E1/4 SEC 33
FUTURE DEVELOPMENT
TRACT A
1,226,624. SFf
28.160 AC±
NE1/4SE1/4
SEC. 33
60' NON-EXCLUSIOE ACCESS/UTIUTY
EASEMENT TO BE VACATED
UPON FUTURE FlUNG OF
LAKE SPRINGS RANCH P.U.D. MID
RE-CREATED AS PUBLIC
RIGHT OF WAY
\\ I
\
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MATCH LINE - SEE THIS SHEET
)) SHEET 3,;.. !
�•
SHEET 5
1ji!', •;s1!
u SHgET 6
_..j
SHEET 4
NONCE ACm.11 TO COLORADO IAN YOU 1ICYCOMMo1lTOM
TO
AC10N ON ANY YOWMTM
RTN WI MIZEYAA. PAIR
NMI IIOT VW811
IMMC\1R
01 MUT M N9 DIM MY MIT ACOS IMO VON
MW Eh8CI M 1. MOCOMM= O 1134 VMS MIN 11E
DATE O M13MAINW !KW E MIM OUT 1411108
FINAL PLAT
LAKSPRIT\GS RANCH 6 P.U.D. F
SHE6 OF
SHEET 2
KEY MAP
SCALE: I• - 1000'
MATCH LINE - SEE THIS SHEET
N. 17
80'
3D'
■
■
N IN NI IN
045410.24•
R-850.00 I
L-803.68
CBS 19'45'9• E
C-774.07 9' •
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N N
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1.5 NUMBER 593.3
51/15 SEC 33 AND 34
125.27 I
FUTURE DEVELOPMENT
TRACT A
1,226,624. SFf
28.160 AC±
A - 572455•
R - 300.00'
II L - 300.83'
CB} 11 099818• W
C-288.20'
0434'30'24•
R-250.00
L-150.56
CB -N 2035'33" W
80' NON-EXCLUSIVE ACCESSADUTY
I I EASEMENT TO BE VACATED
UPON FUNRE OF
LAKE SPRINGS RANCH P.0.D11 AND
15 RE-CREATED AS PUBC
RIGHT OF. WAY
A.102'49'58"
R.200.00
-
L-308.000.00 30' WELL
EASEMENT
\ o -S 4
95
cB-S 44'' 05'/8• E
0-2.8=
/ 31
8 m\
52.01' 78.48'
N 84291.E
130.48'
FUTURE DEVELOPMENT I.
TRACT B
6,592,431. SF±
151.342 AC±
2• BUA ALUM CAP
SOUTHEAST CORNER SEC 33
0445'43.12•
R-300.00
C8 -N 1
39
084
29'08' W
0-233 .4'53.08
(
G 1
100
GRAPHIC SCALE
4 ea Wu
200
402
( B1 P810? )
1 Inch - 100 R.
"02' .. 1364.84_
1239.57
( 21510• E
384.477-
385.11
84.47335.11
0411'4143•
6-300.00
L..81.24
2 CB -N 13'43'19• E
C-81.13
046455'05•
R-380.00
L-430.55
CB -N 52111'43• E
C-407.89
A - 1415.10•
R - 210.00'
L - 52.24'
CB- N 7507'35• W
0.- 5210'
FOUND REBAR MID CAP
LS NUMBER 19598
FUTURE DEVELOPMENT
TRACT B
6,592,431. SF±
151.342 AC±
ACCESS AND
nun' EASEMENT
048334'48•
R-230.00
L-335.51
CB -S 402748• E
C-308.55
A - 25016'47•
R-88.00'
L - 297.04'
CB- 5 5331'58• E
C - 111.21'
04270'00'00•
R-48.00
L-228.19
CD -N 43.40'22• W
0-67.88
SW1/4SW1/4
SEC. 34
FOUND REBAR AND CAP
LS NUMBER 1998
FOUND REBAR AND CAP I
LS NUMBER 19598
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2041025.00
0511
PLAT -06