HomeMy WebLinkAbout8.0 Recorded Final Plat4)NQI
FINAL PLAT
LAKE SP INGS RANCH R. U.1. FILING 1
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, SWI/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 0/111110400 61) My 601.111) rF COUNTY CONM15'J0JU1) 00 54170.L0 COLM[1', COLCRAO0
1N5 77E 1).Y OF -1},f D. X46 FOR AA. 61 0. FOR Fl11TH 90116 9NC CLERK
AND RECORDER OF W0641(10 11011X47 AIp FOR COMIEYANCE TG 16400 11 A• 11 1110 POBLIC
6C5I11ATIONS 5X0116 4TEREON: SUS�C7 10 THE PR05150N THAT APPROVAL FI NO MAY OBLIGATES
CAY4R3.0 moat A- Fp! 110 EFICATED OR E FIECT VCm10 4f 044010011171 OR LAN00. 000211
pRDAy5 050 (650)40045 DEDICATED TO THE PERUC (X11£111 AS ROECIPICALLT 4610[00 TO BY THE
110M0 6F.00MTEF 0 1155CONST AND FURTHER 161611 $1110 APPROVAL SHALL11H 140 WAS OBLIGATE
\OARflEtO f77UNTY FOR 714E CONSTRUCTION, REPAIR OR 1011N11110A1KE 011 PUBLIC 11111416445,
,WAX
x �ry .. 159..
OF' ' ..�5 •'� LF.L �
BY N -
WITNESS MY
ATTEST:
COUNTY DF 04917111,5
��jj
ATT mer'5 CERTWT1AIC
.T0
.3 AN ATTORNEY LICENSED TO PRAC11C0 LAW IN
SIE 61447E OF 06116144416. Do tenor EEH10.1 SHAT ALL. DEDICATIONS TO RE PUBLIC. A5 DEsCROLIS
044 Ti . FINAL, PLAT ARE FREE A445 CLEAR OF 04Y L EH% IMAMS OR ENONARRANCES OF RECORD
*545D FITalI RE ^r•. SON IS IN RI651ArnAE CCL0UAHCE 16141 1140 CARMELO. COUNTY
s
AT
INa+,o4
DATE
NOTES:
•
1 OASTS OF BEARINGS FOR 11AS SEEMLY IS A $EAWNO OF NUE NORTH TIEIEI104405•SY 6115
OBSERVATION 11(4111140 A REARM OF :S 03`31'2;^ E. B 1114401 IHC EAST QUARTER CORNER or
SECTION 33 A Z Tie ALUWMUM CAP LS NUMBER 5953 POTA10 44 PLACE, AND 114160 */HAST
SECTION CORNER OF .5EC11W J► A 5 IN. BEIM AWUIRRMTI GAP FOUND IN PLACE
2 THIS PROPERTY IS 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 111 PLACE.
5 THIS SURVEY WAS PERFORMED IMTHOUT THE BENEFIT OF A TITLE COMMITMENT, AND
EXCEPTIONS TO THE 1150E HAVE NOT BEEN RESEARCHED BY HIGH COUNTRY ENGINEERING. INC.
6 THE INDINOUAL LOT OWNERS SHALL BE RESPONSIBLE FOR THE CONTROL OF NOXIOUS WEEDS
7 APPLICATION FOR A BUILDING PERMIT FOR EACH LOT WITHIN THE SUBOIV1501V SHALL INCLUDE
A SITE SPECIFIC FOUNDATION STUDY DONE BY A QUALIFIED REGISTERED PROFESSIONAL ENGINEER IN
THE STATE OF COLORADO
f CANFIELD LOAM 1445 'A00PTE0 A -410(17 TO FARM- 11000511101 W 111E DOMED COUNTY
Z0RIMO RESOLE/MCA IN SECTION 1,05. 166CH STATES A4M6f0 OTHER 1NRRF5, MAT '1YE90LN15 110
4$1161445 MVSr 0E p4411RED 10 ACCEPT IE AD1PAn5$. an1ITD, SWNOa AND SMELL5 6111
GARTIT11) (08X1161 Ap1A4L11F4AL 0P50111101451'ASA 1RYINAL AND NECESSARY 4511(611 OF L64N5
IN A COUNTY W1(4 A STRONG RURAL CHARACTER ANO A *CALM 01111011140 SECTOR.
9 ONE 01 000 16%1 BE 4.01400 F5R EACH RtE$IOFJ4TIAL OMT CU ME LOT, AND OEC 000
SHAH SE 0[(46104110 TO 9E COMrNO W11110I THE OWNERS PROPERTY SOLEMT00E5. ORFORCEMENT
/14011190115 ORAL TIF RFHFIF)PF16 TUN M4DWKIU TRE RiMOYA1 OFA 000 11804 THE AREAS A5 A
FINAL REMEDY IN WORST CASES
10 NO OPEN HEARTH SOLE -41610 IRCPLACES W EL BE AU00(0 Of MIS LOT. ao1 (1) AEW
50110-0UEt 54(410900 51617E AS 11(1161(0 BY C.R.S. 25-7-401, ET. SEQ., ANO YIIE R0WLAiIO1S
PROM,IIGAIEO 1HER6ONOTR. WILL 5E ALLOWED 9f ANY 0'401.5440 NAT. ALL MAILI481 UNITS BAIL
BE 01.1014(0 411 014ES1RICTE0 /4/05014 OF NATURAL OAS MAMMAS STOVES AND APP1644CER
11 ALL EXIETB05 (101414110 SHALE BE 5411 441YMD1 AMOUNT NECESSARY AND ALL (X7(01610
LIGHTING ENNA. BE 506001LO 1151/X0. TOWARDS TME INTERIOR OF THE LOT, PRONSIO111 MAY BE
MAGE TO ALLOW FOR SAFELY 110X1101 RIAS 00(5 BEYOND THE PROPERTY OOIM04R1E5.-
12 NEP40Rnf-PA6l1K CEOTEOFS RECOMI8M0611N7H5 SHALL SE
110.L0003. 571E 5100010 00U0(5 SHALL BE CORIUM FOL PN1DIWJAL
LOT 5EVELOP040NT. DE NEED FOR RITE SAECIJ00 STADES SHALL DE
HO 116E ME
11061BEHIOA11ON5 PICLUDE �RA1 L0 1X5.161011 OF A PLAT
A. PROSPECTIVE 3UAM0 DYHERS SHOULD BE MADE AWARE CF INE POIEHTTAL
.ON ANN OF OVAPORITE 1)0FOi061110)1. 9, TAR: LOW NS{ IS M01 AOCEPTA51.1 To
0001.7AnW 44YSTEI4 PREFCR,.E4.11 601I 17 CAN EA M081 A7 BA LEE OF 11[45147 NEWIXNCE9
B. IT 15 110001 ME190(1) THAT BUILDINGR..104 BE 0C14E0 917H84 50 FEET OF THE
MAPPED FAULT Toot UNLESS ATE SPECIFIC 54709(0 41014 THAT A FAULT IS NOT
PRESENT OIL K PRaFENT, 111E PAULT 15 NOT GEOLOGICALLY YOUNG.
C. 1T IS 11ECOMYEIOED THAT ADDITIONAL SUBSURFACE 06gY0RAW014 BE MADE
IN 1125E AREAS TO EVALUATE THE EMO 01(4450 CHAMACICRISTICS OF THE LAKE
DEPOSITS.
D. ME RE1OIMIENO D 0501001100 $8STEN 1RLL 0i1i45 ON 111E SITE
511(1)110 EA/PAN4W4 POTENTIAL. ALSO, A STRUCTURAL FLOOR 5YSIEE O5FR A
CRAWLSPACE MAY SE WARRANTED DEPENDENT) ON TR( DIPANSON POTENTIAL 41
A SPECIFIC WRONG SITE, A 511E 51101114E TOMNOA11011.511104 B4 111E W5IHWAL
LAT GOERS SHOIIID S (000051[0 TOR DEVON LEVEL RECOMMENDATIONS.
•
E. 4400E EXTLI915 OR401HC 51Ou10 BE EVALuAEO ON A 910 SPECNTC
BASIS. A5 00(4105613 RECONMEROEO, CIH 4116.111 5114310 NOT EACEED ID
FEET DEEP AND Cul AND 161 SLOPES 1440440 BE 211 (001620MTAL TO VERTICAL) OR
TIATTER. 144 MOULD REDEYE 1(111 P50495000 GRADING PLANS WHEN AVRNLABLE
4110 0EIEAM10 IF A0O11RFRAL SLa5351ACE (0111001118061 ARO AN4LT0S ARE
NEEDED.
F. THE CNAM1EL C005y1N6 900160 BE 0E501E0 TOR TIE APPROPRIATE FLOOD
6115111116(0 AND INCLUDE PRLB45TONS FOR A RCM SEDIMENT CONCENTRATOR
FL0601110. 4(1014105010 44941.4 i IN THIS AREA 90WL0 ALSO CONSIDER FEW.
1100 101001(0S AND THE NEED FOR CHANNEL 00991011 STATWJZA1104 TO PROTECT
PROPOSED LOTS 11, 12 AND 13. [BLOCK 2]
G. =DINED 51RUC1uNL5 MOULD BE OC961bE0 #0 0054544110 110pi.RATCLY
STROND GROUND 51041000 TART UTILE OR NO OAVA*E NW NOT 05 COLLAPSE
AMER 57407TOER GROUND.94A1pNQ 111E RE14W 14 91 150E LINKING BU(DING
CODE, SEISMIC RISK ZONE 1.
13 THIS FIUNC 1 RAPRESENTS 111145(7 5 OF THE PHASING PLAN AS APPRD'QQ411 THE BOARD OF
COUNTY C0MM1556RERS BY ITS RESOLUPONS 71-64. 79-153 AND 2004» l�O
14 APPROVAL OF THIS PLAN SHALL CREATE A VESTED PROPERTY RIGHT PURSUANT TO ARTICLE
6B OF TITLE 24, C.R.S, AS AMENDED.
15 4B50EU10 PR011R01T1ON.0N SALE Of 1.015. NO LOTS MADAN LAKE 5PRMFGS RANCH, FILING 1,
MAY.M E S[PARATELT 407(0405(0. CONTRACTED, RESERVED, LEASED G NVEYEO, SOLO OR
46105 (' AS DESCRIBED 11 0 00 0 11
D ACCEPTANCE BY E COUNTY OF ALL
•B6H9OTT 6MPROE
16 ABSOLu7C PR01110050N ON 400811ON1L :HAL PLATS UNTIL ALL 5(001151011 IMPROVL•NE11IS AS
DESCRIBED HERE4I FOR LAKE 51106105 RANO.. FILM 1, HAVE 6(715) COMPLETED AND ACCEPTED BY
THE COUNTY, MYAEER SHALL OE PROMEA1i( FROM 5UBw FTWG ANY FORMER FINAL PLANS 050 ANY
OTHER 1Op1.0I OH 1000 SPRINGS RANCH PVD.
mina, AX446344 511 CPelhpo IAN wn ,4,11 1194 45 911
4FR11 U44491146, AN4 pg.. so .1 446411 MTM. NAti K0A1 M HA
050 RKR A m9. NCIUL w LTL 11µ7.n �Mw ^Hw 4"v9x
( 11 1 1649 %11 TA 40861 "-_ . _. .
ANT w'LNimc46M1 Mer w EDE
VICINITY MAP
SCALE: 1" = 2000'
KEY MAP
SCALE: 1" - 1000'.
1414040007 0007*106156
1, ON 1. AOTELL ,R., 00 11(14(64 CERTIFY THAT 1 AM A 0 1111LR10 LAND 91AVCT0R LICENSED
LINDER THE LAWS OU THE STATE Or COLORADO, THAT TMS PLAT IS A TALE, CORRECT AND MOLEX
PLAT 0r THE LAKE SPRINGS RANCH PAID, FLING 1 A5 1.40 OUT, PLATTED. DEDICATED AND SAME HEREON,
THAT SUCH PLAT WAS MADE FROM AN ACCURATE 5URAF7 Or SAID PROPERTY 04 LIE ARO ENDER IAT
SUPERVISION AND CORRECTLY SHOWS THE LOCATION AND DIMENSIONS OF THE LOTS, EASEMENTS AND
STREETS OF SAID SUBDIVISION AS THE SAME ARE STAKED UPON THE GROUND IN COMPLIANCE WITH
APPUCABLE REGULATIONS GOVERNING THE SUBDIVISION OF LAND.
IN WITNESS WHEREOF 1 HAVE SET MY HAND AND SEAL TIAs I �A.Y 0E ' __--, A 0. 2004
JAY L. AXTELL JR.,
r-�, 4OIyy�A,�1
........... ~ .
LS 836052
OWNERSHIP HID DEDICATION
KNOW ALL MEN BY THESE PRESENTS:
THAT 100 IAAER.315000 BERKELEY FAMILY 1. HATTED PARTNERSHIP 15 THE OWNER OF
THAT REAL P50P061111 SITUATED IN 111E COUNTY OF GARFI(10. STATE OF COLORADO,
BEING A PART CF 111E SUBDIVISION KNOA41 A5 LAKE SPR1N0S RANCH PUD., AS11R0FT
ON THE AICCOIPANYING PLAT, SAID REAL PROPERTY 6E114 141E
PARTIOILML Y0E8IX1I BEO AS 10LLOWS1
A PARCEL OF LAD SITUATED IN GOYS LOT 5 AND 6 Of SECTION 31 ANO IH SAYE LOT 7, B,
9. 10, 16, 17, MT 1170 21 OF 000161+1 33, 10IA4SIIP 6 SOUTH RANCE III 11(54 Or THE SIXTH
00157:1114! 004401AN, 091X77 IIF 1.'40X(1), 5147E OF CCEDRA4* SN5 PATINA BERM MORE
PARTICULARLY [ASCRIBED AS FOLLOWS:
COMMENCING AT 114E 50U114 511141(0 CORNER Or yU0 SECTION 331 MANCE 4149'40102'6
4101161 THE SO7p6RL1 BOUHOARY OF 5ATO SELDOM 33 A 6115144(0 EF 45422 FEST 70 711E
PONT Of 04.11114(5404 111010E CONT1VNG N.p)G 54+0 50111616 00u1OAIY N60'40'02"W A
015TAMOE OF 2.057.79 FE(1 10 111E S0111111E5r CORNER OF SAID 001(7 LOT 201 141ENCE
LEAN19 5441 1055X417 00rWDA91 11611'SD'OB'( HONG 114 14E51ERLY BOUNDARY DT SAO
1077 LOT 20 AI411 17 A OIST4NCE or 2,064.012 FEET TO THE NCR09(ST CORKER OF SAID
ODYT LOT 17; 1HEILCE LEAVING 540 WESTERLY BOUNDARY 46740'45'0 HONG THE
SOUTHERLY 00111NARY OF 8410 GOVT LOT 9 AID 6 A 0iTANCC OF 1262.36 FEET TO THE
50511114£51 CORNER OF SAID corer 191 6: VANCE LEAVING 545 SOUTHERLY 50L1R(MR1
5611'40365 ALONG THE 11054ERLY BOUNDARY OF SAID GOV'T LOT B *140 S A DISTANCE Or
176011 FEET TB A PONT ON 111E SIX111KRLY 0161X4 -13F -WAY OF SPI0140 VA1LEY ROAD
(P000010D); 11ANLE 1EAV4110 SAID WE5IERLY 60(61/)441) 589105'01"( µ6N0 SND
0051 -OF -WAY A 51514NCE OF 1529..0 FEET; DANSE CON14(1115 ALONG 0AO
NOTT-Os-11.4 PLOW THE ARC OF A CURVE 10 THE RION' HAYING A RAOWS Cf. 1,340,00
FYET AND A CENTRAL ANGLE OF 32'52.05'. A 6014X11( OF 7$9.10 FEET {CHORD REARS
1121706-1 A 015TANCE OF 746.66 FEET); THENCE 4.(464110 54ED R1GHI-OF-6AY 539'4Y36'rr
A (454ANCE OF 201.55 FEES; 11•ENCE 5181.9'1041( A DISTANCE DF 253.31 0E07; RSEHCE
55605'4410 A 015111411E Of 015.73 FEET: THENCE 1159'3007'E A 01014110E Or 317.78 FEET
TO A PONT ON THE SOOEHTRLY RION1-0F-WAY CF SPRING VALLEY ROAD (PR3P06ED) :
TDENCE ALAR6 SAID PONT-OF-WAY ALONG 411E ARC Of A CURE TO 111E RIGHT IANNO A
RADIUS OF 1,699.00 FELT 4X11 A CENTRAL ANGLE DF 03'32'14', A DISTANCE OF 100.01 FEET
(CH0R0 REARS 53016'47( A ENHANCE CC 100.00 FEET): 111(X11( LEAVMO SAID
0011114 -OF -00 55973105'6 A INSTANCE OF 355.10 FEET; THENCE S472E1'99'0 A DISTANCE
Of 19400 F0E11 THENCE 52.59771E A DISTANCE OP 473.64 FEET; THENCE 575716'47'11 A
DERANGE 00 190.193 FEET; THENCE 517510'241 A DISTANCE OF 602.95 FEET. THENCE
S31'20'561 4 74544X00 Or 92924 FEET: THENCE 595'05'20 (A 446TA0CE OF 415,90 FEET:
1121111E 50019'5R'W A 4ST4NCE Or 50 DO FEET TO INE PONT 5< BEGSNMIO, SAM PARCEL
05 LAND CONIONTNO 110.504 ACRES, 04ORE OR LESS
THAT SAID OWNER 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 GARF I ELDCOUNTY, COLORADO.
THAT SLID OANER DOES HEREBY OEO,CATE AI0 SET APART ALL OF THE STREETS ANA
ROADS A5 944111 ON TIE ALSOIWATITING PLAT TO THE LSE Or' THE PUBLIC FOREVER.
AND HEREBY 11(01 DATES 70 111E PURL IC IFTILITIES 4110115E PORT11K5 OF SAID REAL
PRO1LITlV 1WI1[14 ARE L440LE0 01 Of I L114 EA1(1(015 ON 1140 4CCC11PAMT106 PLAT
AS PERPETUAL EA3(11 NTS FOR THE 11451 ALLAT ION ANG MAINTENANCE OF UI IL I TA 5,
NRRLO*T10N MATS DRAINAGE 11511111160. 1041111101140 our 4101 LIMITED TO ELECTRIC
LINES, GIN` .TKR. TELEPHONE 11NC51 400(114(9 WITH TIE RIGHT 10 MN
INTCRFENIID TREES AIB BRU511i WITH PERP(T1141. RICHT OF INGRESS ANO EGRESS
FOR INSTALLATION AIB M4114TFJ/AICE OF 014G111NE5. 50014 EASEMENTS A40• RELENTS
.j11ALL SC U118.12ED IM A IEASON..BRE ATO PRUDENT DANNER.
THAT ALL EXPENSE FOR STREET PAVING OR IMPROVEMENTS SHALL BE FURNISHED BY
THE SELLER OR PURCHASER. NDT BY THE COUNTY Or GARFIELD.
111 WITNESS 6(R04F 06110 OWNER 01504085(0 415 NAPE 10 SE HEREUNTO SOO5CR1000
11110 ieT 04004 13OvCo14L1¢ A O 70w.
-nu 841104,6.4.('4 FNM540 1�,1*ce n+Rv,54e.MLP
6 1 715 /�
STATE Or COLORADO/]1t
Cp4141Y Or ow 1(10 ) 11="4Le T
^1 NF1. -uley
]INE 0001(1TION WAS. 61) FA ,,.LDCEP IEE X11 0AY OF
117 A x004. .r-.
L*Y CONIES ION EXP WRE5: 413/
WITNESS LI1 HAND AND SEAL
AfilbA
T: LI 0�
X11404
APPROVED 150 (00811141 Al 4(1061 ONLY AND RCT THE ACCURACY OF SURVEYS,
gµ n ANT i0 C.R.B.. 36-51-101 AND 102 (0(05(0).
GARFIELD 11) SURE
elm ARI,WPA159KR'R CFRITF1CA16
TARS FLAT RAS ruin FOR W 146E OFSItE Cr 111E 0.1616 ARD 1(086 EIA
OF CAIRN= COUNTY AT -No 001 RNP 16'15 I Mme, ON N 1111140 DAAi)�OOFF
�� /1 �}
RECEPTION
Na _66
441051. 4.4Ln.FI_. aLA.,R,K,4 . „J OO
CLE ANO RECORDERfJ re e,
r.:wee', 13- A
BY: 1tl! Q ... -111`715.,_
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PROJECT NO.
2041025.00
0511
PLAT -O 1
664/64 9 a og- 6
30.00'
NW COR LOT 5 WITNESS COR
2-3/4" CARCO ALUM CAP
BEARS N 01'43'36" E 29.83'
L
r -
LJ
r-1
LJ
5 HM's✓-.,. 1188.64•
SW CCR LOT 6
2-3/4 DARCO ALUM CAP
246.52'
5 8912'41" E.
C2
W' wl
I
1 GOVT LOT 5 SIm
L J �SEC. 32
zl au I
M
• r - 3-1/4" CARCO
> 0 BRASS CAP
� � W1/4 SEC 33
�, 1
t
3527E
177-06'
GOV'T
LOT 6
SEC, 32 0,
s n 160
`q
L S 88'25_59' E
GOV'T LOT 10
SEC. 33
NW CORNER LOT 17
SET 3 1/4" GAP
LS# 19598
NW CORNER LOT 20
SET 3 1/4" CAP
LS4 19598
SW CORNER LOT 20
SET 3 1/4" CAP
LS# 19598
Ncnw 0fl%4 4j64 n+. pax01 11 1,05 SURVEY 111 E YEARS AOat.o. ANY LEGAL
R
HRSI DISCOVER SUCH DEEM.. N NO EVENT MAY ANY ACTION BASED UPON
ANY EFFECT IN THIS SURVEY DE COMMENCED MORE TT. TEA YEARS FROM THE
CATION SHO"-' .'�••"•'
L
/1\
KE
NE CORNER LOT 7
2.5" 0000 ALUM CAP
— 1282.97'
GOV'T LOT 7
\SEC. 33
223.31
Ifm
Ib
pIo1
1I
0
S 6e734'99_
GOV'T LOT 17
SEC, 33
AGRICULTURAL RESERVE
4,109,50D S.F,±
94.341 AO,t
CENTERLINE 60'
R.O.W. FOR
PROPOSED SPRING •
VALLEY ROAD
74 69.47'48• E
GOV'T LOT 20
SEC. 33
�37996'
01 89.40 02 W
0375.54'
s
ID)
W -C1/16 SEC 33
ALUM CAP
LS9 5933
FINAL PLAT
RINGS RANCH PO4 U. D FILING 1
SHEET 2 OF 6
S 88'25'50" E
111334'
GOV'T LOT 11
SEC. 33
EXISTING CENTERLINE
30' UTILITY EASEMENT
C1/4 SEC 33
3-1/4" CARCO ALUM CAP
10.41'
S 09'34'08" E 1115.20' 1711 53 89'34'09' E
1.
GOV'T LOT 16
11 SEC. 33
r �l
�N '� E
\'
255 38'
nIa GOVT LOT 12
SEC. 33
.
2OI m
�"I
I I
•2 I
.621 18599'
iR Sr • S 8999'01" E
C -E1/15 SEC 33
J2,5' BRASS CAP
L915638
3064.09'
1255 36'
//
//
NE1 45E1/4
�
,� I CENTERLINE 60'
NON-EEX1CLUSIVE ACCESS/UTILITY
!! EASEMCNT TO BE VACATED C,33
S
UPON FUTURE FILING OF
LAKE SP INGS RANOI RE-CREATED AP.D.O5P. UBANLIC
O
CENT RLIN 6"' . R"1 ()F.' W8Y .
5 a9 -.0T -a1. -E•1 12962]
#I. • k%ISIING COUNTY, I
ROAD 114
601 pI� I f GOVT LOT 14 Ilj
NI•
// SEC. 33
1223.71'
N 694749" E 1445.65'
2087.79
SE CORNER LOT 20
SET 3 1/4" CAP
LS# 19598
POINT OF BEGINNING
SET REBAR ANO CAP
LS# 19558 <TYPICAL)
S1/4 SEC 33
2-1/2" BRASS CAP
L5# 5933
GOVT LOT 3 I
SEC. 4
5 • '4 16'
GOVT LOT 23
SEC. 33
.WM1 M .64,91.00 N
GOV'T LOT 13
SEC, 33
l(
05
IN.
Im
GRAPHIC SCALE
1ND xe EDD N144
E1/4 SEC 33
2-1/2' ALUM CAP
LSk 5933
S1/16 SEC 33 AND 34
2" ALUM CAP
LS# 5933
N 60102'47".E_ _ _ 1394.84' ,
N 89'49'16" L2682.73'
11'69'52'09' W 7127.68'
GOVT LOT 2
SEC. 4
569'51'49^W
1555.50'
GOVT LOT 9
SEC. 4
SW CORNER LOT 9
I$
8
Im
3-1/4" CARCO ALUM CAP
SE CORNER LOT 9 8.
(-
FOUND REBAR & CAP
1S4!195913%
N 69'45'50" W
1343.47'
Io8
5 69'6 ate
213.48'
SE CORNER LOT 2
FOUND REBAR AND CAP
'-* �--
36D5 72 :;
( Awl/ck
•
( IN FEET )
1 inch = 300 EL
SW1/16 SEC 34
�_IfFOUND REBAR & CAP
LS$ 19598
I„
ACCESS AND I'
UTILITY EASEMENT
114
to
SW1/4SW1/4
SEC. 34
5 86'10'28" W 1342.20'
SE COR SEC 33
2" BEM ALUM CAP
KEY MAP
SCALE: 1" - 1000'
W1/16 SEC 34 &SEC 3
•rr FOUND REBAR & CAP
LS// 19598
DAT
CEA
0
8'
a. O
5)9)
Z
aN
CL
43 o0
2'
J
IL 0
Y"
WO
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uz
z
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0
0
0
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11.
0
PROJECT NO.
2041025.00
0511
PLAT -02
W
2-3/4" CARCO ALUM CAP
SW COR LOT 6 WITNESS COR
BEARS N 01'43'36' E 29.83'
S 89'05'51" E
266.61'
X30.01'
FINAL PLAT
L,\KE SPRINGS RANCH PAID. D. FILING 1
SHEET 3 OF 6
1166.84'
BPRING VALLEY ROAD
672.90'
529.94'
FILING 1
1 LOT 1 1 II
41.000 A13,560 S,F.t.± 1
3.
1 II FILING 1 1
LOT 2 i
43,560 S.F.3 5
1 1.000 Ac.± 2I
L_ -
21900
r__ FILING 1 .8 1
L
43,560OT S_F.±
1"000 Ac,+ 1
130
50
_J
21670
r
1 FILING 1
LOT 4
43,560 S.F.±
{ 1,000 Ac.± 1 w
`b.1 •�
FILING 1
LOT 5 \
I 43,560 S.F.± \
1 1.000 Ac,t
1.!044
1
3p 30'
200.69'
-�LOT 21 \
41..1c,±47 5.F.±
1.144
L UILMNO ENVELOPE, TOP,
N 0749'34' w .356.79' ._3
181.00'
20'77
1 FILING I
1
LOT2
iL 1 44,396 S.F.± 1 u
1.019 Ac,± 1
L 169.D1-
5 8721'34" E
SPRINGS
T90.01
6, 1 FILING 1 1,
• LOT 16 l .
.4 1 44,923 S.F.t
1.031 Ac,i-
L___J
x N 5711-'34" W
700,01'
30' 30'
60'
163.06.
FILING 1 J
QT 175
45,933 S,F.* !
\ 1.004 Ac.*
^' •. /
/FILING 1
/LOT 6
r 431.000 ,560 Av 5.4 9 / /
/ I
1 �* yp FILING I I
/- •°'LOT 7
/ / 43,590 S.F.
6 / 1 000 As/ •
V
208 07
S3/OR LA
RC6
ALUM CAP
773,79
FILING 1 '�I
I SOT t9 \
6.1 43.600 S F t \
1.001 Ac,±
UTILITY EASEMENT
IUTILITY
k DRAINAGE
L; \ .
f'6.615 1
I -QT 16\ i'
44,213 S,F.*
\1.015 Ac.* \ od
r^\\N \
FILING 1 N. 1 LOT17 N•'•',,,..„1
F 1 49,820 S.F.± Ni' • • \
1.144 Act
\
L '8 N
577.84'
90617'
20"
, RUNG 1
l LOT 14 1
E 45,375 S.F_±
I 1.042 Ac.* 1
I i
L__J
140.11
147,46'
90.4• W
916.37
1.74,'
15
r7
7,1
'•IS
TS
,4ys.F
.
t
LOCO 1l
=
Ac.ti
24671'
g' 101.04' 1
2020_
FILING I
R I LOT 9
"I 43,560 S.F.t
1.000 Ac.± 1
N 8710
45' W
172.7.2-
57743'
227.03
66JN6 11
322 •
3,735.F.±-�
1.004 Ac.t r f
1 %
L
\
153.1'f
SET 3 1/4" CAP
LS# 19598
GOV'T LOT 5
SEG 32
1611V -646b4661- • • -
\
µ1Y -ELI ElIf-
96.
,\
FILING 1 \$
LOT 12
1 51,265 S F.±
1.177 Ac.±
INR§Ow0 ENVELOPt.
\ LD711 I
\40,651 5.F.±
40 Av.f
P 1 FILING 1 \
LOT 10
44,649 S.F.3
L 1.025 Ac.±
204.06'
\� 1
J
7900
1382.36
Y01c3 4,3:03103 19 c LS*0 LAN fou WV 161655a ANY LEGAL
KWu MIDI 100.1 My 90161 w 10.1 90058 WPM Wit YEARS AF.
1010 90(1 W 1195 0 1[ »P EI6� i0 WIOS 0.`0001 100
711 d CaIrIG916r 41919 rlA60Y
KEY MAP
SCALE: 1' = 1000'
GOVT
LOT 6
SEC. 32
-LITMJIY
✓e ORJNIAG£
EA5C.IEN1
1
03
O 01
L2
3-1/4" GARCO
BRASS CAP
W1/4 SEC 33
5 89'12'41" E
246,31 SET MBAR AND CAP
LSO 19596
a - 3257.20"
R = 132000'
L 759.30'
CB= 91 72'37'00' W
C 70.0.08'
SET 3 1/4" CAP
LS,y 19598
GRAPHIC SCALE
af 11. 102 4W
( 1N FEET) MIN■ ■ ■
1 inch = 100 f4
w
4
AGRCOLTURAL AESERVe
4,109,500 S.F.t
94.341 Ac.±
a - 7196'44.'
R - 1550.80'
L - 1205.09'
CB= N 03•31'19' w
C - 1168.4a'
N N
ti
GOV'T LOT 10
SEC. 33
4>
1529.49'
0202117'
GOV'T LOT 7
SEC, 33
60' PUBLIC
r11ONT OF WAY
25" CARCO ALUM CAP
NORTHEAST CORNER LOT 7
11'12' W
16,93
9=116102.0260'
0.0
L-10622
6.p 36'46'E
01.39'
890'40,'47 w
\ \
294-49'
91
O
In
l 5 8875'59" E
a=35.06'32"
R=11550.00
L_1012.02
c0=S 20'22'51' E
6-090.23
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
DELTA
CHORD
CHORD DIRECT
Cl
316.55'
20000'
202.41'
90'41'10'
264.53'
542.42.09'E
CIO
72.10'
55.00'
43.95'
82.37'30'
66.02'
388'51'06'W
2)1 "
55.11'
50.00'
30.73'
63'08'50'
52.36'
N1B'15'45'1,/
212
31.94'
5007
16.53'
36'35'53'
31.40'
N31'36'37'E
C13
75.47'
49.89'
47.07'
86'39'52'
60.48'
S96'52'22'E
C14
15.50'
20.00'
8.16'
44'24'55'
3512'
N69°44'48'E
CIS
15.55'
2000'
8.18'
44'28'3'3'
15.14'
N65'48'27'1,4
C16
26927'
170.00'
172.05'
90'41'10'
241.65'
542'42'09'E
C17
69.47'
230.00'
34.49'
17'03'22'
6821'
S79131'03't
010
50.97
23009'
40.41'
19'53'44'
79.60'
261'01'30'E
019
107.79'
23000'
54.90'
26'51'021
306.80'
337'38'07'E
C29
107.79'
230.00'
54.90'
26'51'02'
306.80'
310.47.05'E
021
15.50'
20.00'
8.16'
44'24'55'
15.12'
N70'25'5B'E
002
85-35'
50.00'
57.32'
97.48010'
75.36'
1,182`52'24'W
023
6790'
50.00'
37.15'
73'J3'30'
59.64'
NO2'38'26'E
024
55.35'
50.00'
57.32'
97.48'10'
75.36'
N88'09'16'E
C25
15.50'
2020'
B.16'
44.24'55'
15.12'
6165°997115'W J
■■ ■ 1111 ■
•■
GOV'T LOT 17
SEC. 33
■ ■
>• WI
2-1/2" ALUM CAP
LS6 5933
WC1/16 SEC 33
1 30' EXCLUSIVE
'UTILITY EASEMENT
EOEH�6 30'
UTIUIY EA5EMLN1
(x, I 517
71•
1\\
3624.09'
s 2802.91' E
39,12r
1
s
P7
15' w
■
.1_
1
1
1
1
R
■
▪ E.4
ji41
Ix
■ E
1-=.
■ il.
Q
90
0
Z
■ ■■-
MATCH LINE - SEE SHEET 4
PROJECT NO
2041025,00
__0511
PLAT -03
—■I—■■—■■11 1IA11W■■
z
SET 3 1/4' CAP
LSI 19596
FINAL PLAT
LAKE SPRINGS RANCH P.U.D.
SHEET 4 OF 6
MATCH LINE — SEE SHEET 3
1
▪ . ...... ;\.,..,7.. . . .,,,, ..... . I..... .
\ \ ,
04.20'32'21' \ \ 5 1!'!1'46" C
11.409.38 \ it .
08-5 10 \
4'40' E \
\ \\
C.454.1.4\
\ \ \\\ ‘
60' PUBLIC \ 1
RIGHT OF WAY
1\
\ \\\
SET 3 1/4" CAP
LS# 1959B
GRAPHIC SCALE
me ma
( 1N FEET )
1 Inch = 100 ft,
AGRICULTURAL RESERVE
4,109,500 S,F.4
94.341 Ac t
GOV'T LOT 20
SCC. 33
7067 72
SET 3 1/4' CAP
L51 19598
0
.15
vu 'T Luz 23
33
S 11109913'
BING 1
MATCH LINE — SEE SHEET 5
■ ■ imam ■ is ammo Its ■ ■amaI a ■
9 a5 37'34'18• E
\�▪ \ •\ \\
zs\.
WING
810WUNE 30'
u111rr EAS AEWJ
\ 5 31'13"30
1 / eD.u'
S 00'1056' W
I! .1=4717.41, 8.436-38
:+6019
N. , P 0025 546'v'47' E
c-s5R6
5 IR3'2138 7 $
255.39 I ,1
383.22•
II 8501'58" E
4s"68R - 347.50' I i
Lw
__ _ _
_
r M 7191'00.'
0
1� . ■ _ ■ .
■
■
■
I
H /47 ‘13
o
Io 4
00' CR114 P881110
RIGMT OF WAY j
e=41'38139"
R-347 50
L-252 52
CB -N 00'38'13"
C-047
N 99'40'O2" W
ACIION SAMS W0 Wf KriGT Mak.pN TTHIS 9JR�£Y WAN IIWEX 1�ANY 004YN199 AEIER
YOU FIRST Mb DEFECT SU19,191 RH IICKCT IN NO RVEY R ONAMECED uMOSE MAY
AN TE WAR5R150U WREN
OA1E OF CERTEICASON WPM HEREON
KEY MAP
SCALE 1 1' = 1000'
2502.71'
434.92'
2-1/2" RRA009 BAA
19/4•SIc03$
1 -•-'11-
141-7
$ 2813'56'
119,91
i
A = 47.0010"
R = .342.50'
L = 205.07'
C0- S 03'5712' W
C - 277.15'
uCE4 L593* a
wurr E4,90M0H1
N 19'•53' W
62.04
5 10'36•15'
80.01
R
L(J
I
■ W
•
W
W
• 11
IsI
/ �
`
■
A-4'30-51-92500
0.
11.6414
CR+R 7042'05' E
C-0.1.02
.e- ..it'3s'
9 • 30050'
L . 2217!'
01.5 N 0776'11' e
C - 513.05'
�11w1 —••rte■ ■1�■■
w'Ss 36052
m
R 464.00' ��1'��••1E7159/(4.'
L 8062' 5�,, E
C . 69 ^ — — —
■ ■
■ s — a ■
a
d
Tz0
Z J U
ti
z
01
i0. 0
� �e U U
oz 41-1
N n
PROJECT NO.
204, 1 028.00
0511
PLAT•04
1
SEE SHEET
1
R
1
✓
■
GOVT LOT 11
SEC. 33
GOVT LOT 18
SEC. 33
FINAL PLAT
LAKE SPRINGS RANCH P.U.D.. FILING 1
SHEET 5 OF 6
3-1/4' CARCO AL49 CAP
CO $0C 3$
625�
e36r:9i' — -
7
■> ral�fr• faremmoNrir■rrlr■rior�lrwl�M■■rm •wrrr■
1 �r MATCH LINE — SEE SHEET 4
KEY MAP
SCALE: I" = 1000'
,.N1[li VI Malmo un 1611 w1f [ 61 . 406
•11189 - 6 ba A.N. 7101 X 19-! ' ERE 4895 Am,
*01 p[11� IN WT 110 Na 10141 AA= �.
PMI' 0010100! - f LE d.WG.I'f6 WIL M41 fq KMf VW+ 5I[
I o10 89 U010C&r 1117111 M801.
GRAPHIC SCALE
Ie1 ■
( IN FEET )
1 Inch = 100 ft.
.. . 3624.09'.
2 5' 6RA50 CAP
LS# 6936
CEV16 SEC 33
60 CRI14 WBLIC
A 79612
R - 89200'
L - 113.18'
CB= N 39'37'26' E
C = 11311'
/
/ /
/4/
/ /
/
/ es
1
GOVT LOT 12 RICHT OF WAY / i! C. �� `
1 \'`• Z\\
1/ \ `\
/
SEC. 33
/
11.274 12
8-502.26
L . r27. 1.6
O 6-1r 437644' E
0.226.71
GOVT LOT 14
SEC. 33
T;
/
ASI
/
0
09=147.4147.1 0
L3
C9.7F 4276'13'
C -k47.05
9-199638
R. $62.00
05169.+7
06W 45'03'36' E
Oa 57
■ .
■ r
6.712'32
8.623.00
9-6 46
0
B=N 46'51'50" E
C=103 48
—
I
60' NON-EXCLUSIVE ACCESS/WILILY
EASEMENT TO 110 YACA 100
UPON 01111 RUNG OF
LAKE 5PRINOS 9ANh1 P.U.O. AND
RC -MATED Ai 09)940
MUT OE WAY
GOVT LOT 13
SEC. 33
LINE - SEE SHEET 6
1
■
MATCH LINE - SEE SHEET 6
h
�pD Ff
p • 36062
•Saflt-34
• rat .A%Vc ,^
N
U�$
zh
u �
o
z
4§i
Qa
g
z
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›. 4Et E
Na �O
0
_ ^
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2
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to F.
05• 0
"1• 1 a
w iz tg
1L
PROJECT NO.
2041025.00
0511
PLAT -05
66 4/6a 9 G oc
TCH LINE - SEE SHEET 5
1
S 86'25'59" E
569 57'
NE1/4SE1/4
SEC. 33
3621.09'
7-1/2' ALUM CAP
L04 5453
E1/4 SEC 33
Iw
....
I \ 00' NON-EXCLUSIVE ACCESS/UTILITY I
EASEMENT TO BE VACATED
UPON FUTURE FILING OF
LAKE SPRINGS RANCH P.U.O. AND N
0, RIGHT OF WAY RE-CREADS PUBLIC I
1
0
�
1
MrMI-rm 1 an \ r ,— -1 1 --r 1 1 soIr Pur■ 1
1 MATCH LINE — SEE THIS SHEET
1
FINAL PLAT
LAKE SPRINGS R CH
SHEET 6 OF 6
1
MATCH LINE -
MATCH LINE — SEE THIS SHEET
i1r��11R� �■ MEM IN■ I
-Il
11
80'
IN/
1
I
8.657.486'
Lr603.66
08.2 19715'52wri
E
G=102.49'55"
R.200 00
L=35895
C13=5 44'05'45' E
C=312.88
••e
e
kI
p' ALUM CM I
130.177
l.° iRU33 8033
S1/18 SEC 33 ANU 30.•
e = 57'24'55"
R = 300.00'
L - 300.83'
CB N 09.08'10" w
• C = 288 20'
87 NON-EBCLTA2VE ACCESS TUN
BIKEWAY TO UPON FUN EE AIOF
LACE SPRINGS RANCH P.U.D: AND
E -CREATED AS PUBLIC
RICHT 01 WAY
3D' WELL
EASEMENT
NOTICE;CCORDING TO COLORADO UW TW CO
THENCE CMENCE ANY LEGAL
ACTION BASED UPON ANY DEFECT M THIS SURVEY MINN THREE TEARS AFTER
YOU FIRST DM5706 SUCH DEFECT. ; N9 MNI AT ANT *MU RP'
ANT DEFECT w 1111 SURVEY eE .e.e"N 9R[ MAN TEN YEM4 MM. ME"
KEY MAP
SCALE: 1" = 1000'
✓
✓
1
A
1
1
✓
✓
1
✓
✓
1
l
1
9201'
N
2' BLM ALUM CAP
SOUTHEAST CORNER SEC 33
N 69'52'09" W 1127.68'
all)
ILING
GRAPHIC SCALE
.m 6 w IDG w
•.sem . . 91 69'02'47" E
T1+ }} .— • • — 1239.57'
1 I
34434'31124'
8+:250100
L.I0 .56
28-N 20.15'33" W
8.119.30
0=45'43'12'
R-300 90
6.239.39
C2411 1409'09' W
C=.233
8-6416105'
8.360.00
L=430 55
CB=N 52'01'43" E
C=407-89
A=11'41'43
R.300.00
EN61,$S.
CB rN 13'43'19" E
6-01.15
92
Nr
36.51
e = 1415'10"
R - 210.07
1. 02.24'
CB= N 7007'35" W
ACCESS AND
UTILITY EASEMENT
r
S 88'10'26" W
26.45
N 0099"11' W
144:
( IN FENT )
1 loon - 100 R
1364.84'
FOUND REBAH AND CAP
LS NUMBER 19598
8.03'39'46'
8-530.00
863.3521
CFwS06.03 756' E
.8731d2Y
e . 260'10'97'
R=6600'
L = 297.04'
CB- 5 53'31'59" E
C = 111.21'
414.2 7C1130'CKI.
L-22
C -2191
C13-7 43 43'4722" W
C=67.22
— — . 1342.29'
SW1/45W1/4
SEC. 34
FOUND REBAR ANO CAP
LS NUMBER 19598
IN
0
FOUND RE0AR AND CAP
LS NUMBER 19598
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20.41025.00
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BERKELEY FAMILY LIMITED PARTNERSHIP
GARFIELD COUNTY, COLORADO
LAKE SPRINGS RANCH P.U.D.
PRELIMINARY PLAN
PHASING PLAN
HIGH COUNTRY ENGINEERING, INC
1517 SLAKE AVENUE, STE 101,
GLENWOOD SPRINGS, CO 81601
PHONE (970) 945.6676 -FAX (970) 945.2555
W W W.HCENG.COM
2
7/04/15
1/7/16
REVISION
REVISIONS PER COUNTY GOMMENTS-
REVISED PI-IASING LAYOUT.
CALL LIIILTTY NOTIFICATION
CENTEROF COLORADO
1-800-922-1987
00534-067006 METRO OENVER
cw
E.,A ORF
