HomeMy WebLinkAboutClear Creek Crossing Block 5 LLA Amend No. 1CLEAR CREEK CROSSING BLOCK 5 LOT LINE ADJUSTMENT
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2022105724
1Zl0712022 09:17:37 AM 4 Pap(.)
JEFFERSON COUNTY, Colored.
AmFNiDMENT NO 1
BEING A REPLAT OF LOT 1, CLEAR CREEK CROSSING BLOCK 5 LOT LINE ADJUSTMENT (REC. NO.2021179813)
SITUATED IN THE SOUTHEAST QUARTER OF SECTION 19 AND THE NORTHEAST QUARTER OF SECTION 30,
TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.,
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
SHEET 1 OF 4
OWNERS' CERTIFICAI101`4
WE. EVEIMEN-40TH & CIEAR CRIEEK CFWW APARTMENTS, LLC. AN ARIZONA LUTED LIABILITY OOIIPANY, BEING THE OWNERS OF REAL PROPERTY
CONTAINING 13.0550 ACRES DESCRIBED AS FOLLOWS:
A PARCEL OF LAND BEING LOT 1, CLEAR CREEK CROSSING BLOCK 5 LOT LINE ADJUSTMENT, SITUATED IN THE SOUTHEAST GUARTER OF SECTION 19 AND THE
NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON,
STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTH QUARTER CORNER OF SECTION 19:
THENCE N89'09'04"E, A DISTANCE OF 1312.87 FEET TO A POINT ON THE WEST LINE OF BLOCK 5, LOT 1 OF SAID CLEAR CREEK CROSSING SUBDIVISION, ALSO
BEING THE SOUTHWEST CORNER OF THE SOUTHEAST OUARTER OF THE SOUTHEAST QUARTER OF SECTION 19, ALSO BEING THE POINT OF BEGINNING;
THENCE ALONG THE PERIMETER OF SAID LOT 1 THE FOLLOWING ELEVEN (11) COURSES:
1) NORTH 00T17'26" W-ST, A DISTANCE OF 913.46 FEET;
2) NORTH 89T37'35" EAST, A DISTANCE OF 47.71 FEET TO A POINT OF NON -TANGENT CURVATURE;
3) ALONG THE ARC OF SAID CURVE TO THE LEFT AN ARC LENGTH OF 114.04 FEET, SAID CURVE HAVING A RADIUS OF 482.00 FEET, A CENTRAL ANGLE OF
13'33'21", AND A CHORD MICH BEARS SOUTH 49-05.17" EAST A CHORD DISTANCE OF 113,77 FEET;
4) SOUTH 55'51.58" EAST, A DISTANCE OF 562.31 FEET TO A POINT OF CURVATURE;
5) ALONG THE ARC OF SAID CURVE TO THE RIGHT AN ARC LENGTH OF 470.72 FEET, SAID CURVE HAVING A RADIUS OF ZO0000 FEET, A CENTRAL ANGLE OF
13'29'06", AND A CHORD WHICH BEARS SOUTH 49'07'25" EAST A CHORD DISTANCE OF 469.63 FEET;
6) SOUTH 2911'46" WEST, A DISTANCE OF 237.31 FEET TO A POINT OF CURVATURE;
7) ALONG THE ARC OF SAID CURVE TO THE LEFT AN ARC LENGTH OF 28.44 FEET, SAID CURVE HAVING A RADIUS OF 300.00 FEET, A CENTRAL ANGLE OF
052552", AND A CHORD WHICH BEARS SOUTH 2628'50' WEST A CHDRD DISTANCE OF 28.43 FEET;
8) SOUTH 89'09'04" WEST, A DISTANCE OF 453.66 FEET;
9) NORTH 00'50'56° WEST, A DISTANCE OF 20.00 FEET;
10) SOUTH 89'09'04" WEST, A DISTANCE OF 369.82 FEET;
11) NORTH D05543" WEST, A DISTANCE OF 8,00 FEET TO THE POINT OF BEGINNING.
SAID PARCEL CONTAINS 566,678 SQUARE FEET OR 13.0550 ACRES, MORE OR LESS
HAVE CREATED 1 LOT AND 2 TRACTS, UNDER THE NAME AND STYLE OF CLEAR CREEK CROSSING BLOCK 5 LOT LINE ADJUSTMENT, AMENDMENT NO. 1, AND BY
THESE PRESENTS DO HEREBY DEDICATE TO THE CITY OF WHEAT RIDGE AND THE PUBLIC THOSE PORTIONS OF REAL PROPERTY SHOWN AS FIRE, ACCESS, AND
UTIUTY EASEMENT.
EYERGRIEEN�-401H & CLF,AR CREEK CIMM APARTMENTS, L.L.C.
AN ARIZONA LIMITED LIABILITY COMPANY
BY: EVERGREEN-DEVELDPMENT COMPANY-2021, LLC.
AN ARIZONA LIMITED LIABILITY COMPANY
ITS: MANAGER
BY: EVERGREEN DEVCO, INC.
A CALIFORNIA CORPORATION,
1T5: MAN
BY: G~_
TYLE CARLSON
ITS: MANAGING PRINCIPAL
STATE OF COLORADO )
) SS
COUNTY OF JEFFERSON ) �qf ./
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS SAY OF Nw A.D. 20A6L
BY TYLER CARLSON AS MANAGING PRINCIPAL OF EVERGREEN DEVCO, INC., AS MANAGER OF EVERGREEN -DEVELOPMENT COMPANY-2021, LLC., AS MANAGER OF
EVERGREEN-40TH & CLEAR CREEK CROSSING APARTMENTS, LLC.
WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES:
ARY PUBLIC uSA RrtTER
NDT.1kY PUBLK- STATE OF CDLORAOD
NOTARY ID I0180019T93
MY [OMMISLDN IXpIRES AUY y, ZD1E
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L
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CLEAR CREEK ._� y _
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1
SITE
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APPLEWOOD GOLF COURSE
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VICINITY MAP
SCALE: 1" = 1000'
NOTES:
1. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY HARRIS KOCHER SMITH TO DETERMINE OWNERSHIP OR EASEMENTS OF RECORD. FOR ALL
INFORMATION REGARDING EASEMENTS, RIGHTS -OF -WAY AND TITLE OF RECORD, HARRIS KOCHER SMITH RELIED UPON COMMITMENT FOR TITLE INSURANCE,
COMMITMENT NO. ABD70717969 ISSUED BY LAND TITLE GUARANTEE COMPANY AND HAVING AN EFFECTIVE DATE OF APRIL 04, 2021 AT 5:00 P.M.
2. NOTICE: 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 ND EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN
YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON.
3. BEARINGS ARE BASED ON THE WEST LINE OF THE SOUTHEAST QUARTER OF SECTION 19, TOWNSHIP 6 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL
MERIDIAN, MONUMENTED BY CITY OF WHEAT RIDGE CONTROL POINTS 15001 AND 14001 AS SHOWN! HEREON, AS BEARING NORTH OO'2744- WEST AND
BEING A GRID BEARING OF THE COLORADO STATE PLANE SYSTEM, CENTRAL ZONE, NAD 83/92 AS PUBLISHED ON THE CITY OF WHEAT RIDGE SECTION
AND QUARTER SECTION MAP - GEOGRAPHIC INFORMATION SYSTEM DATED FEBRUARY 2006.
4. THIS PLAT IS BASED ON THE CURRENT CITY OF WHEAT RIDGE DATUM, WHICH USES A GROUND -BASED MODIFIED FORM OF THE NAD83/92 STATE PLANE
COORDINATE SYSTEM, COLORADO CENTRAL ZONE 0502. VERTICAL DATUM IS BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
5. THE GROUND TO GRID COMBINED SCALE FACTOR IS 0.99974780300. SCALED FROM BASE POINT PHAC 1 (PERMANENT HIGH ACCURACY CONTROL POINT
it) HAVING THE FOLLOWING NAD83/92 STATE PLANE COORDINATES: PHAC 1 NORTHING = 1701258.75 LASTING = 3118217.58 EL = 5471.62.
COORDINATES ARE TRUNCATED, 1 MILLION IS SUBTRACTED FROM NORTHINGS AND 3 MILLION IS SUBTRACTED FROM EASTINGS.
6. DATE OF FIELD WORK: OCTOBER 18, 2021.
7. THE LINEAR UNITS FOR THIS SURVEY ARE U.S. SURVEY FEET. PER COLORADO REVISED STATUES SEC. 38-51-106(L), ALL LINEAL UNITS DEPICTED ON
THIS LAND SURVEY PLAT ARE U.S. SURVEY FEET. ONE METER EQUALS 39.37 DIVIDED BY 12 U.S. SURVEY FEET ACCORDING TO THE NATIONAL INSTITUTE
OF STANDARDS AND TECHNOLOGY.
8. THE GEODETIC POINT COORDINATE DATA SHOWN HEREIN HAS BEEN DERIVED FROM THE NAD 83 HARN STATE PLANE COLORADO CENTRAL FIPS 0502
COORDINATE SYSTEM, AND HAS A HORIZONTAL ACCURACY CLASSIFICATION OF 0.07 U.S. SURVEY FEET AT THE 95% CONFIDENCE LEVEL, AS DEFINED IN
THE GEOSPATIAL POSITIONING ACCURACY STANDARDS OF THE FEDERAL GEODETIC CONTROL SUBCOMMITTEE (FGDC-STD-007.2-1998).
9. WATER EASEMENT AND SANITARY EASEMENT TO BE GRANTED BY SEPARATE DOCUMENTS.
10. TRACT A IS FOR THE PURPOSE OF OPEN SPACE AND TRAILHEAD AMENITIES AND SHALL BE ACCESSIBLE TO THE GENERAL PUBLIC IN ADDITION TO
OWNERS, TENANTS, AND GUESTS, TRACT B IS A NON -BUILDABLE TRACT FOR THE PURPOSE OF OPEN SPACE.
11. NO PERMANENT BUILDING OR PERMANENT VERTICAL STRUCTURE SHALL BE ERECTED ON TRACT A UNLESS PERMITTED BY HOMESTEAD DISTRICT
EXPANSION OUTLINE DEVELOPMENT PLAN, ANY AMENDMENT TO THAT PLAN, OR THE SPECIFIC DEVELOPMENT PLAN FOR LOTS 1 AND TRACTS A AND B.
12. DENVER WATER IS THE OWNER OF MULTIPLE PIPELINES ON THE SITE SIZED UP TO 84-INCHES IN DIAMETER EVIDENCED BY MULTIPLE EASEMENTS
INCLUDING THE SOLE, EXCLUSIVE DOMINANT EASEMENT AGREEMENTS WHICH WERE RECORDED OCTOBER 13, 1992 AT RECEPTION NO, 92130445 AND
RECORDED SEPTEMBER 9, 2015 AT RECEPTION NO. 2015096355 AND EASEMENT AGREEMENTS RECORDED IN BOOK 379. PAGE 66 AND BOOK 708. PACE
336, THE EASEMENT AGREEMENTS HAVE LIMITATIONS ON MODIFYING THE EARTH COVER WITHIN THE EASEMENTS; OR CONSTRUCTION OR PLACEMENT OF
CERTAIN PROPERTY IMPROVEMENTS, INCLUDING STRUCTURES, BUILDINGS, AND INFRASTRUCTURE, WITHIN THE EASEMENTS; ALL OF WHICH IS MORE
PARTICULARLY DESCRIBED IN THE EASEMENT AGREEMENTS. INSTALLATION OF PUBLIC UTILITIES ACROSS THE EASEMENTS ARE ALLOWED ONLY PURSUANT
TO A LICENSE OR PERMIT FROM DENVER WATER. ACCESS IN, THROUGH, OVER, AND ACROSS THE EASEMENTS, INCLUDING CLEAR CREEK DRIVE AND/OR AT
THE 1-70 OFF -RAMP. MAY BE IMPAIRED, BLOCKED, OBSTRUCTED, OR CLOSED DURING CONSTRUCTION, MAINTENANCE, REPAIR, REPLACEMENT, REMOVAL,
OR ENLARGEMENT OF PIPELINES AND APPURTENANCES.
13. THE OWNER, THEIR SUCCESSORS AND ASSIGNS GRANTS LIMITED RIGHTS AND PRIVILEGES TO ACCESS AND TO FREE MOVEMENT THROUGH THOSE AREAS
INDICATED AS 'FIRE, ACCESS, AND UTILITY EASEMENY AS ILLUSTRATED UPON THIS PLAT ON SHEET 3. SUCH GRANT OF EASEMENT SHALL BE LIMITED TO
THE OWNERS, TENANTS, CUSTOMERS, AND GUESTS OF THE OWNERS, AND FOR EMERGENCY ACCESS PURPOSES, AND SHALL FURTHERMORE GRANT ACCESS
TO AND FREE MOVEMENT THROUGH SAID EASEMENTS TO THOSE ENTERING SAID EASEMENTS FROM SIMILARLY RECORDED EASEMENTS FROM ADJACENT
PROPERTIES AND/OR FROM ABUTTING PUBUC STREETS.
PARCEL AREA TABLE PROPOSED CONDITIONS
PARc£�
ACRE
I SQUARE FEET
LOT 1
12.2028
531,556
TRACT A
0.3843
16,742
TRACT B
0.4679
20,380
LOT 1, TRACT A. & TRACT B TOTAL
13.0550
568,678
SHEETINDEX
SHEET 1
COVER SHEET
SHEET 2
LOT/TRACT DETAIL
SHEET 3
FIRE ACCESS AND UTILITY
EASEMENT
,SHEET 4
PROPOSED EASEMENTS BY
I
SEPARATE DOCUMENT
PURPOSE STATEMENT:
THE PURPOSE OF THIS REPLAT IS TO CREATE 1 LOT AND 2 TRACTS AND GRANT THE FIRE ACCESS EASEMENT SHOWN HEREON.
TRACT A IS CREATED FOR A PUBLICLY -ACCESSIBLE TRAILHEAD AREA. THIS DOCUMENT ALSO ILLUSTRATES U11UTY EASEMENTS
BEING GRANTED BY SEPARATE DOCUMENT,
CITY CERTIFICATION.
APPROVED THIS DAY OF I ?VF_K69'g t-L BY THE CITY OF WHEAT RIDGE.
ATTEST
CITYFRK MAYOR
COMMUNITY DEVELOPMENT DIRECTOR-fMtGEN
CLERK AND RECORDER'S CERTIFICATE
r1
ACCEPTED FOR RECORDING IN THE OFFICE OF THE COUNTY CLERK AND REG.IPiIER OF JEFFERSON COUNTY AT GOLDEN, COLORADO THIS ! DAY OF
b/_[MLslr 20,2;2L
r�ason�c,,
{ 7Cof�LL r gfEQF{
JEFFERSON OUNTY CLERK AND RECORDER
BY: DEPUTY CLERK
ni�o°4�`'
arnnnt
STATEMENT OF ACCURACY:
THE GEODETIC POINT COORDINATE DATA SHOWN HEREIN HAS BEEN DERIVED FROM THE NAD 83 HARN STATE PLAN COLORADO CENTRAL FIPS 0502 COORDINATE
SYSTEM, AND HAS A HORIZONTAL ACCURACY CLASSIFICATION OF 0.07 U.S. SURVEY FEET AT THE 959 CONFIDENCE LEVEL, AS DEFINED IN THE GEOSPATAL
POSITIONING ACCURACY STANDARDS OF THE FEDERAL GEODETIC CONTROL SUBCOMMITTEE (FGDC-STD-007.2-1998).
SURVEYOR'S CERTIFICATION:
I, AARDN MURPHY, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF CLEAR CREEK CROSSING BLOCK 5 REPLAT, AMENDMENT NO, 1 WAS MADE BY
ME OR UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, IN ACCORDANCE WITH ALL APPLICABLE COLORADO
STATUTES, CURRENT REVISED EDITION AS AMENDED, THE ACCOMPANYING PLAT ACCURATELY REPRESENTS SAID SURVEY.
T
AARON MURPHY, PLS 38162
FOR AND ON BEHALF OF
HARRIS KOCHER SMITH F� LLSOA62+-
ti' .. FT.
REVISION BLOCK
DATE DESCRIPTION
12-8-2021 PER CLIENT REQUEST
3-3-2022 C.O.W.R. COMMENTS
5-13-2022 C.O. IN . COMMENTS
COVER SHEET I SHEET 1 OF 4
PREPARED BY
HARRIS
KOCHER
SMITH
1120 Lk.dR Streak 8da 11100
Dmw, C*mdo 80203
P: 303-623CM F: 301W_8Ml1
H8148KD&wSnndh.=
CLEAR CREEK CROSSING BLOCK 5 LOT LINE ADJUSTMENT, AMENDMENT NO. 1
BEING A REPLAT OF LOT 1, CLEAR CREEK CROSSING BLOCK 5 LOT LINE ADJUSTMENT (REC. NO. 2021179813)
SITUATED IN THE SOUTHEAST QUARTER OF SECTION 19 AND THE NORTHEAST QUARTER OF SECTION 30,
TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.,
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
C 1/4 COR. SEC 19 FOUND 3" BRASS CAP K07 2, 3QLOCK N SHEET 2 OF 4
`ILLEGIBLE, ON MONUMENT IN RANGE BOX =&R CREEK CROSSE@G L=114.04'
CITY OF WHEAT RIDGE CONTROL POINT NO. 140M BL olly1BLOP8 Gtlme Oda. N LOT/TRACT DETAIL
N = 706246.50 E = 97262.61
R£^ d 2019087681
R=482.00
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- A=13e33'21"
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ChB=S49'05'17"E
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2. BLOCK I
LOT LINE HEREBY
CLEAR CREEBB CROBSBM•
CREATED BY THIS PLAT
SUBOXV989OK L°LLB4IG 90. 04
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POINT OF COMMENCEMENT
POINT BEGINNINGEC.19
S 1/4 CDR. SEC. 19
SW CDR SE E SEC. 19
FOUND RED STONE W/
UN 3. 5'
FOUND 3.25" ALUM CAP
CHISELED "X" EMBEDDED IN CONCRETE
PLS 16401
' CITY OF WHEAT RIDGE
/
AT GRADE
CONTROL POINT NO. 15OM
N = 705604.75 E = 97280.08
Sggpg 04 W 1372.8Y
NOO"55'43"W 8.00' -1 4
M
1
L
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® SECTION OM0
FWND µ REBAR WITH
• 1-1/4" YELLOW PLASTIC
CAP PLS 23899 AT GRADE
PROPERTY LINE
SECTON UNE
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LOT 1,BLOCK 5 \ . o.a879AC
531,556 SF
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8C'LY/fi+ER WA7£R ESMT HERE Y THIBPLATD
800K J79 A/ PAGE 66 \
I 900K 708 AT PAGE 336 -7
REC +VO5 50,,7445, i01596-55 ,
LO u 4, B LOON E 6
CLEAR CREEK CROSS" LOT LINE HEREBY_ \ •
BLOCK 5 LOT LONE ADM87MR7 CREATED BY THIS PLAT \
REC / 2021!7.987J f ,.
911ERE3Y VACATE® BY TwS :PLAT
ZOIVI 7 PMU,O
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I f ; �� \ ` ` •�fiiti �
SW CDR. SEC. 20
_ CITY OF WHEAT RIDGE
CONTROL POINT N0. 15009
"" of a-0LL:sAR CRERD',C CRCWSBB n V '\
I yry BLOCK 8 LOT LINE ,' S
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5' 'J,7L. ESMT ZOR,N^ PML+D
f6C r/i2 PG211796!3 _ —
S UNE .SE 1/4 SP 1/4 WC.19 589779Y14`W !317.94' — \ — � \19 30 { 29
20
L=28.44' \ 60 D 60 120
- --- S89°09'04"W369.82'-------- Al--- --------- - - - - -- - - R=300.00' -
N00°50'56"W 20.00'-' _ - - - -- - _ - - - - S89-09'04"W 453.66'- - 6=5"25'52" scALe1^=6D
ChB=S26'27'57"W LOT/TRACT DETAIL
ChL=28.43' REVISION BLOCK SHEET 2 OF 4
LOT 2, $LOCK i \
CLEAR CREEK CH0881A4 .. ,� UCH. DATE DESCRIPTION PREPARED BY:
u'aLa9CK § SOT LBBE ADJUSTBAEBTW12-8-2021 PER CLIENT REWEST
REC ,J' 2011179877 p� HARRIS
ZON/NC P�0{4. 61 z` Y,l 3-3-2022 C.O.WR. COMMENTS KOCH R
5-13-2022 C.O.W.R. COMMENTS SMITH
1120 LI c* St-L Suite 1000
Demer, CDbradD 80203
P: 30382393W R 3D3823 6311
H9rdWWd*fSmh).mm
9
CLEAR CREEK CROSSING BLOCK 5 LOT LINE ADJUSTMENT, AMENDMENT NO. 1
BEING A REPLAT OF LOT 1, CLEAR CREEK CROSSING BLOCK 5 LOT LINE ADJUSTMENT (REC. NO. 2021179813)
SITUATED IN THE SOUTHEAST QUARTER OF SECTION 19 AND THE NORTHEAST QUARTER OF SECTION 30,
TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.,
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
SHEET 3 OF 4
FIRE, ACCESS AND UTILITY EASEMENT
Ct
FF
I
�
\
�
LOT 1, �'�• �
TRACT A
BLOCK 5 / : TRACT B
o�nc \
1
_
i � c=aoT'
�
E.tiSPNG
10' G'AL. E57/r
4E! h'7 2U21179N%J
/\ rro REMAIN)
\
DETAIL'A'
.�
SCALE: 1' = 0.5'
L21 26 C1g , C
i L26 C?>>C ��� --WE 0ETA4, � 4
C19 `C!.
N\ n
26' FIRE, ACCESS, AND UTILITY C22�.,1
HEREBY GRANTED -�1 EASEMENT v C28
v I
I BY THIS PLAT T Z 26 \
ul IN IN -� 26'!- w ' \ 114
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD BEARING
CHORD
C1
30.00'
902'39'
4.74'
N5517-38"E
4.73'
C2
10.00'
2723'35"
4.78'
N37'04'30'E
4.74'
C3
27.00'
7154'39'
33.89'
N12'34'37"W
31.71' I
C4
53.00'
39'00'21"
36.08'
N29'01'43'W
35.39' 1
C5
j 27,00'
39-00-21°
4740'57"
18.38'
44.11'
N29-01-43"W
N24'41'24°W
18.03'
C6
53.00'
42,85' 1
C7
27,00'
1 79'02'55'
37.25'
N40'22'23•W
34.37'
CB
53.00'
27.00'
19'06'32"
17.68'
N7020'35"W
17.59'
C9
117'04'54"
55,17'
N60'40'ICE
46.OW
CIO
53,00'
87'01'18"
80.50'
N45'38'25'E
1 72.98'
C11
53.00,
90100100'
83.25,
S45'50'56'E
74.95'
C12
27.00'
9D'00'Od
42.41'
S45'50'56"E
38.18'
C13
27.DO'
8996'55"
42.07'
H44'30'37"E
37,94'
C14
53.00'
90'00'00"
83.25'
S4452'09'W
74.95'
C15
27.00'
90'00'00'
42.41'
S44'52'D9'W
3&18'
C16
27.00'
90W'00'
42.41'
S45'07'51'E
38.18:
C17
27.00'
90'00'00"
42.41'
S45'07'51'E
38.18'
CIB
53.00'
41302"
38.48'
N6919'45"W
37.64'
C19
2T00'
60'51'35"
28.68'
N78'57'41"W
27,35'
C20
10.00'
5952'47"
10.45
S40'40'08"W
9.98'
CURVE TABLE `
CURVE
RADIUS
DELTA
LENGTH
CHORD BEARING CHORD
C21
25.00'
79'40'26"
34,76'
N08'41'40"W
32.03'
C22
25.76'
225'53"
1.09,
N30'31'43'E
1.09,
C23
51.00'
30'02'43"
26.74'
N1453'30"E
26.44'
C24
27.00'
90V0'00'
42.41'
N4452'09"E
38,18'
C25
1 27.00'
90'00'00'
42.41'
S45T17'51°E
38.18'
026
1 27.00'
90'00'00'
42.41'
19.60'
S44'S2'09"W
N6919'52"W
38.18'
C27
27.00'
4135'58"
19.16'
028
25.00'
66'45'44"
29.13'
S8154'45'E
27.51'
029 27.00'
138'24'07"
65.22'
S20-40-21"W
50.48'
C30 27.00'
90T10'00"
42.41'
N45'07'51"W
N0512'55"E
38.18,
4.66'
C31
25.00'
10'41'33"
4.67'
C32
10.00'
54'08'42"
9.45'
N37-38.02"E
9.10'
C33
27.00'
81'36'09"
8'32'50"
38.45'
1.49'
N86 2335'E
I 35.29'
C34
10.00'
S48'31'55"E
1.49,
C35
27.00'
34'43'55'
16.37'
S265330"E
16.12'
C36
53.00'
39TR1'21"
36.08'
S29'01'43"E
35.39'
C37
27,00'
47'40'57"
22,47'
S24'41'2CE
21.83'
C38
27.00'
90'OVGO"
42,41'
S44'09'04"W
38.18'
C39
27.00'
90'00'00"
42.41'
N45'50'56•W
38.18'
C40
53,00'
89TB'56'
62.59'
N45'2924°W
74.48'
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD BEARING
CHORD
C41
27.00'
90Y10'DO"
42.41'
N45'07'51"W
38.18'
C42
27.00'
90'00'DO"
42.41'
N4452'09'E
38.18"
C43
52.00'
44'16'38'
40.18'
N6743'50'E
S4579'24'E
39,19'
37.94'
C44
27.00'
8916'56"
42.07'
C45
27.00'
90'00'DO'
42.41'
S44'09'04"W
38.18'
C46
27.00
90'43'05"
42.75'
N45'29'23'W
38.42'
C47
27,00'
90'00'00"
42.41'
N4452'09'E
38,18'
C48
27.00'
75'23'27"
36.00'
NX03'53"E
33.39'
C49
10,00'
2713'05'
4,75'
N8952'09"E 4.71_
C50
27.00'
7623'28"
36.00'
S38'1935"E 33.39'
S38'03'53'W 33.39'
C51
27,00'
75'23'27"
36.00'
C52
10.00'
2713'05"
4.75'
S89'52'09"W 4.71'
C53
27.D0'
76'23'30"
36.00'
N3819-34"W 33.39'
`REC NO. 7079C87881
I
a�
r
S (TO REMAIN/
LINE TABLE
LINE TABLE
C52
i \
LINE BEARING
LENGTH I
LINE
BEARING
LENGTH
26,
G +� \
L7 N55'51'58°W
32.10"
L23
N00'0751"W
126.44'
EXlSI:4O/
1
C \
le
L2 N48'31'S3"W
259.32'
L24
N89'52'09'E
159.58'
-
7G' UAL MT
REC Na 29211799J
1 'rC REMAIN)
46•
L3
N48'31'53"W
216.39'
L25
S00'07'51'E
186.50'
m 1
LOT 1, BLOCK 5
L4
N0050'56"W
51.70'
L26
S89'52'09"W
146.40'
L5
N79'53'51"W
5.83'
L27
N48'31'53"W
33,29'
1-6
N60'48'14"W
15.87'
L28
S48'31'53'E
171.94'
7
.. \
'., t
17
N29'11'46'E
30.00'
L29
S8952'09"W
fl6.89'
L15
L38
L35 \
- 26' C
fiff
.
..
\ \
1-8
S60'48'14"E
2.74'
L30
NOOY17'51"W
126.44'
-
1
�( \
L9
N89'09'04"E
294.35'
1,31
S48'31'53'E
218.39'
f T
�6' FW' ACM'Sfk hV fin
ER�1
'
LID
S00'50'56"E
18.29'
L32
S0050'56"E 1
137.23'
26' FIRE, ACCEESSSSE AND UTILITY
HIS P4AT
ll
T
L11
I N89'09'04"E
253.43'
L33
S89'09'04"W
294.35
>I
EAMNT
HEREBYANT D
I� I
, \
I
L12 NOO'07'51"W
55.80'
L34
NDO50'56'W
164.77'
THIS
I
�1
L13 1,18932'09"E
26.00'
L35
S8952'09'W
111.87'
t
/�'�I
16
L14
j SM-07'51"E
205.44'
L36
NOOV7'51"W
64.79'
I, CS5• -I-- - -
- - -�- -
- -
1
L15
589'52'09"W
59.71'
L37
N89'52'09'E
244.15'
I�
L11 _ _
i _ - ,+ 1
26' FIRE, ACCESSAND U11UTY
\
L16
S00'07'51"E
64.79'
L38
N89'52'09'E
251.5T
1
,
EASEMENT
B
117
N89'52'09"E
167.00'
L39
S0050'56E
66.48'
26' FIRE, ACCESS, AND
UTILITY
.I}
HEREBY GRANTED
EASEMENT
_
BY THIS PLAT
L18
SOOY17-51"E
239.50'
L40
S89'O9'04"W
252.43'
HEREBY GRANTED
} -
¢ >;
I I NI BY THIS PU
E)"15"'NG
` `
1-19
N8952'09"E
1.04'
L41
N00'07'51'W
69.64'
UAL. ESMT
LL13J REC NO 202117981J,
��
\y`
L20
SOOVT51"E
26.00'
L42
S00'0T51"E
186.50'
/Tp REMAndf
- -
- - - -�
I I
L21
58952'09"W
299.44'
L43
N00'07'51'W
186.50'
--- - - -
- - J
L22
N4831'53"W
25.57'
FIRE, ACCESS, AND UTILITY EASEMENT
REVISION BLOCK
SHEET 3 OF 4
^.S
DATE
DESCRIPTION
PREPARED
- -
BY:
".,•poN r1��
• 3R162
12-8-2021
PER CLIENT REQUEST
RABBIS
KOCHER
3-3-2022
C.O.W.R. COMMENTS
600 0 60 120
'-" 11
5-13-2022
C.O.W.R. COMMENTS
SMITH
ar -
SCALE 1• = 60
wi 1 , _
1120 LDa
. C*rado 802)3
P:303823-6300 F:303{r23E311
Harid D&.S.Kh,-
IT
CLEAR CREEK CROSSING BLOCK 5 LOT LINE ADJUSTMENT, AMENDMENT NO. 1
BEING A REPLAT OF LOT 1, CLEAR CREEK CROSSING BLOCK 5 LOT LINE ADJUSTMENT (REC. NO. 2021179813)
SITUATED IN THE SOUTHEAST QUARTER OF SECTION 19 AND THE NORTHEAST QUARTER OF SECTION 30,
TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.,
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
SHEET 4 OF 4
PROPOSED EASEMENTS BY SEPARATE DOCUMENT
TRACT A
16]428F \
D.W3 AC
1 \
I
30 PROPOSED WATER F,7[5,7NL
ESMT BY SEPARATE DOC- 10' UAL FSMi,
I REC. N0. 2eZ10'ti0% /-RfG NO 1011tT.9.41J
(TO REMAIN)
� -- 4
I 1
LJ
I
�F
20' PROPOSED SANITARY
J ---�{-SEWER ESMT BY SEPARATE DOC /Q
I REC. NO. 2.Dttto12t3
I I \
I I I r:/STING
I I \ 7RAiL fASFMFh'T
I I
,YF�. N0. 1C190B76B1
I 30' PROPOSED WATER (TO RA/AIN)
I I ESMT BY SEPARATE DOC
I REC, NO, ut1 RU16
I
� i \
--------_ --1 — — _�rJ \
L-j \
f.GSTI^iG I 20' PROPOSED SANITARY \4 9
I 10'UTX. ESMT I I SEWER ESMT BY SEPARATE DOC\ \
ReG NO 202a79813 I I REC. NO. 7At2j G,t!t `
"F0 RFMALN, I I
30' PROPOSED WATER I I LOT 1, BLOCK 5 \
ESMT BY SEPARATE DOC I I '•!
REC. ND.'Z��M �b I .40' ox -T79 J4Tj 4 ESMT j
90K /Cd AT f'AG'f .T.i6
RFC NOS 9113044,,, 201596J55 \
I 20' PROPOSED SANITARY \
I -SEWER ESMT BY SEPARATE DOC
REC. N0.2etLloltlt i \
I I \
�^ I 36 PROPOSED WATER
T— ESMT BY SEPARATE DOC
I I I REC. NO.2n2204 T16
I I I 30' PROPOSED WATER
I -1
II I ESMT BY SEPARATE DOC \•
---------I t-_-------1I1 REC. ND.7etTn94036
L--------- - - - - - - - - - - - - - - - - - -
20' PROPOSED SANITARY
30' PROPOSED WATER I I SEWER ESMT BY SEPARATE DOC I I
FXSDNG ESMT BY SEPARATE DOG I REC. N0. tgtltott93
REC. NO.]a'HO Qi04i %
,4f: ,NO 1021179B1J ` `------------ - - - - - - - - - - - -
\ - J/ /
�----------------
AAJAOi—1 LO-W Eawft—h C-1
dblfi"� QtNJf twl.el!/lA/6�/bT
f[colellC� qi'= 2O2tU 9 �' ono
�o
\ 80 0 60 120
iiiir
SCALE: 4" - w
PROPOSED EASEMENTS BY SEPARATE DOCUMENT
REVISION BLOCK SHEET 4 OF 4
DATE
DESCRIPTION
�>••""'
�pt3 MU,
ff[[,,�� +.
12-8-2021
PER CLIENT REQUEST
3-3-2022
C.O.W.R. COMMENTS
`
,J1.'St6.'
5-13-2022
C.O.W.R.COMMENTS
PREPARED BY:
HARRIS
KOCHER
SMITH
1120 Unwln Street, SWIs 1DDD
De ,Cabredu 80203
P: 303-873A300 F: 303,6234311
Hxrisl(odwfti i.mm