HomeMy WebLinkAboutClear Creek Crossing Block 4 Lot Line Adjustment!1 •L�.1el�l �fY��Y_3�hn
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CLEAR CREEK CROSSING BLOCK 4 LOT LINE ADJUSTK�11ENT MASENUMAP NUMBEERR LLA -21-02
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LOT LINE ADJUSTMENT BETWEEN LOTS 1 AND 2, BLOCK 4, CLEAR CREEK CROSSING SUBDIVISION FILING NO.3 (REC. #2019087681)
SITUATED IN THE SOUTHEAST QUARTER OF SECTION 19, AND THE NORTHEAST QUARTER OF SECTION 30, AND THE NORTHWEST QUARTER OF SECTION 29,
TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN,
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO THE PURPOSES RE THIS REPLAT AREFg
OWNERS' CERTIFICATION SHEET 1 OF 5 SHEETS
WE. EVERGREEN -CLEAR CREEK CROSSING L.L.C.. TYLER LEE CARLSON. BEING THE OWNERS OF REAL PROPERTY CONTAINING 22.3208 ACRES, MORE ���� 1= I I I } 1 l_J 1. TO REVISE LOT UN BETWEEN BLOFI(4 LOT 1 AND BLOCK 4 LOT 2.
pyE�'"1 1 �.i�__----4--- --- 2. TO ADJUST THE CLEAR CREEK D RIGHT-OF-WAY AT THE NORTH ENTRANCE (REFER TO SHEET 4).
OR LESS, DESCRIBED AS FOLLOWS: y1.NN NOTE: A SUBSECjUENT LAT WILL BETHCOMING TO ADJUST ALL EASEMENTS UNLESS OTHERWISE NOTED HEREIN.
LEGAL DESCRIPTION PLATTED BOUNDA+gY _ - --
BLOCK 4, LOTS 1 AND 2, CLEAR CREEK CROSSING SUBDIVISION FILING NO. 3 RECORDED AT RECEPTION NUMBER 2019087681, LOCATED IN THE
SOUTHEAST QUARTER 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, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST COFNER OF SAID SECTION 30; THENCE N61'18'42"W A DISTANCE OF 411.05 FEET TO A POINT ON THE
SOUTHERLY CLEAR CREEK DRIVE RIGHT-OF-WAY LINE, SAID CLEAR CREEK CROSSING SUBDIVISION FILING NO. 3, ALSO BEING THE POINT OF
BEGINNING:
THENCE ON AND ALONG SAID RIGHT-OF-WAY THE FOLLOWING TWENTY FOUR (24) COURSES;
1. 17.29 FEET ALONG THE ARC OF A CURVE TOTHE RIGHT HAVING A RADIUS OF 2000.00 FEET, A CENTRAL ANGLE OF 00.29-43 AND A CHORD
WHICH BEARS S42'08'00"E A DISTANCE OF 17.29 FEET TO A POINT OF NON -TANGENCY;
2 THENCE 14.23 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 22,50 FEET, A CENTRAL ANGLE OF 36'13'46", AND A
CHORD WHICH BEARS S30'41'46W A DISTANCE OF 13.99 FEEL
3. THENCE S48'48'39"W A DISTANCE OF 11.00 FEET;
4. THENCE S41'11'21'E A DISTANCE OF 40.00 FEET;
5. THENCE N48'48'39E A DISTANCE OF 10.50 FEET;
6. THENCE 19.25 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 22.50 FEET, A CENTRAL ANGLE OF 49'00'59", AND A
CHORD WHICH BEARS N7412'22E A DISTANCE OF 18.67 FEET;
7. THENCE 90.01 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 2003.50 FEET, A CENTRAL ANGLE OF 02'34'27 AND A
CHORD WHICH BEARS S39'13'17'E A DISTANCE OF 50.01 FEET;
8. THENCE 110.33 FEET ALONG THE .ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 596.50 FEET, A CENTRAL ANGLE OF 1035'50", AND A
CHORD WHICH BEARS S43'13'58"E A DISTANCE OF 110.17 FEET;
9. THENCE S4831'53E A DISTANCE DF 187.22 FEET;
10. THENCE 19.27 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 22.50 FEET, A CENTRAL ANGLE OF 49'04'26", AND A
CHORD WHICH BEARS 516'55'54W A DISTANCE OF 18.69 FEE(;
11, THENCE S41'28'07'* A DISTANCE OF 10.50 FEET;
12. THENCE S4831'53E A DISTANCE DF 48.00 FEET;
13. THENCE N41'28'07"E A DISTANCE DF 10.50 FEET;
14. THENCE 19.27 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 22.50 FEET, A CENTRAL ANGLE OF 49'04'26 AND A
CHORD WHICH BEARS N66'00'.20"E A DISTANCE OF 18.69 FEET;
15. THENCE S48'31'53E A DISTANCE DF 53.13 FEET;
16. THENCE 164.82 FEETALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 596.50 FEET, A CENTRAL ANGLE OF 15'49'52 AND A
CHORD WHICH BEARS'556'25'49"E A DISTANCE OF 164.29 FEET;
17. THENCE 142.63 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 503.50 FEET, A CENTRAL ANGLE OF 11'36'59", AND A
CHORD WHICH BEARS S58'33'15'E A DISTANCE OF 142.39 FEET;
18. THENCE 20.61 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 22.50 FEET, A CENTRAL ANGLE OF 52'28'19", AND A
CHORD WHICH BEARS S1348'43W A DISTANCE OF 19.89 FEET;
19. THENCE S40 -02:53-W A DISTANCE OF 10.50 FEET;
20. THENCE S49'5707"E A DISTANCE OF 51.00 FEET;
21. THENCE N40 -02'53E A DISTANCE OF 10.50 FEET;
22. THENCE 20.61 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 22.50 FEET, A CENTRAL ANGLE OF 52'28'19", AND A
CHORD WHICH BEARS N66'17'02'E A DISTANCE OF 19.89 FEET;
23. THENCE 569.44 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 503.50 FEET, A CENTRAL ANGLE OF 46'22'40", AND A
CHORD WHICH BEARS S23'58'08"E A DISTANCE OF 554.02 FEET;
24. THENCE SOO'46'49"E A DISTANCE OF 395.43 FEET TO A POINT ON THE SOUTHERLY LOT LINE OF BLOCK 4 LOT 2, SAID CLEAR CREEK
CROSSING SUBDIVISON;
THENCE LEAVING SAID RIGHT-OF-WAYLINE S89'25'52"W A DISTANCE OF 565.51 FEET ;
THENCE S89'10'06"W A DISTANCE OF 259.68 FEET;
THENCE NOO'49'52"W A DISTANCE OF 824.49 FEET;
THENCE N54'44'38"W A DISTANCE OF 171.14 FEET;
THENCE 439.51 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 300.00 FEET, A CENTRAL ANGLE OF 83'56'24", AND A
CHORD WHICH BEARS N12'46'25W A DISTANCE OF 401.24 FEET;
THENCE N29'11'46'E A DISTANCE OF 237.31 FEET TO THE POINT OF BEGINNING.
SAID PARCEL CONTAINS 22.3208 ACRES (972,926 S.F.) MORE OR LESS.
HAVE LAID OUT, SUBDIVIDED AND PLATTED SAID LAND AS PER THE DRAWING HEREON CONTAINED UNDER THE NAME AND STYLE OF CLEAR CREEK
CROSSING BLOCK 4 LOT LINE ADJUSTMENT, A SUBDIVISION OF A PART OF THE CITY OF WHEAT RIDGE, COLORADO AND BY THESE PRESENTS DO
DEDICATE TO THE CITY OF WHEAT RIDGE AND THE PUBLIC THOSE PORTIONS OF REAL PROPERTY SHOWN AS RIGHTS-OF-WAY, UTILITY EASEMENTS,
AND DO FURTHER DEDICATE TO THE CITY OF WHEAT RIDGE AND THOSE MUNICIPALLY OWNED AND/OR MUNICIPALLY FRANCHISED UTILITIES AND
SERVICES THOSE PORTIONS OF REAL PROPERTY SHOWN AS EASEMENTS FOR THE CONSTRUCTION, INSTALLATION, OPERATION, MAINTENANCE, REPAIR
AND REPLACEMENT FOR ALL SERVICES. THIS INCLUDES BUT IS NOT LIMITED TO TELEPHONE AND ELECTRIC LINES, GAS LINES, WATER AND SANITARY
SEWER LINES, HYDRANTS, STORMWATER SYSTEMS AND PIPES, DETENTION PONDS, STREET LIGHTS AND ALL APPURTENANCES THERETO.
SEE SHEET 2 FOR PROPOSED INDMDUAL LOT DESCRIPTIONS
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ALF OF EVERGREEN -CLEAR, L.L.C.
CLEAR 1'
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COUNTY OF JEFFERSON )
INITIAL PREPARATION 9/23/2021
LAKE
LAKE
BEFORE ME THIS-c4�-DAY OF 6517*-/.dfL - 2021
BY TYLER LEE CARLSON. EXECUTIVE VICE PRESIDENT EVERGREEN -CLEAR CREEK CROSSING L.L.C. A CALIFORNIA COMPANY,
ON BEHALF OF THE COMPANY.
APPLEVJOOD LAME
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WITNESS MY HAND AND OFFICIAL SEAL
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VICINITY MAP
NOT TO SCALE
WZ-19-02
LPMD ACCEPTANCE BLOCK
LONGS PEAK METROPOLITAN DISTRICT A QUASI -MUNICIPAL CORPORATION AND POLITICAL SUBDIVISION OF THE STATE OF
COLORADO.
BY= r -
M _
ER .EE CARLSON PRESIDENT OF THE BOARD LONGS PEAK METROPOLITAN DISTRICT
STATE OF COLORADO )
) SS
COUNTY OF JEFFERSON 1
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS -24-AAY OF 2021
BY TYLER LEE CARLSON, PRESIDENT OF THE BOARD LONGS PEAK METROPOLITAN DISTRICT.
WITNESS MY HAND AND OFFICIAL SEAL
MY COMMISSION EXPIRES: / -944 s u ppp
N. - Y PUBLIC
NUMBER
1
2
3
4
5
SURVEYOR'S CERTIFICATION
I, RICHARD A. NOBBE, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF CLEAR CREEK
CROSSING RETAIL, 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 `- AMENDED, THE ACCOMPANYING PLAT ACCURATELY
REPRESENTS SAID SURVEY.,b7`
&Y.
� .. U_
rc 23809 .; L3 q 33899
10/21/21
�N.
THE CITY OF WHEAT RIDGE, COLORADO, HEREBY ACCEPTS THE DEDICATION AND
CONVEYANCE TO THE CITY OF THOSE LOTS, TRACTS, EASEMENTS AND OTHER INTERESTS
IN REAL PROPERTY DENOTED ON THIS PLAT AS BEING DEDICATED TO THE CITY FOR
PUBLIC PURPOSES. 11
APPROVED THIS a ry+_DAY OF OCTo�r 2021 BY THE CITY OF
WHEAT RIDGE.
ATTEST
CITY CLERK MAYOR
I
COMMUNITY OE OP' -
STATE OF COLORADO )
SB
COUNTY OF JEFFERSON )
ACCEPTED FOR RECORDING IN THE OFFICE OF THE CO TY CLERK AND RECORDER OF
JEFFERSON COUNTY AT GOLDEN, COLORADO THIS DAY OF A/eYCn1 b._ 2021.
JEFFERSON COUNTY CLERK AND RECORDER ��SasoN��oG
SEAL :-
BY:Qa7Ataw IICo.G')-iDl�.c�LeN •''•"�otORM9q``�,`
DEPUTY CLERK
AN ASSUMED BEARING OF N01'01'46W BETWEEN THE NORTHEAST CORNER OF SECTION 30 AS ESTABLISHED BY THE 200'
WITNESS CORNER, WHEAT RIDGE MONUMENT NUMBER 10038 MONUMENTED BY A 3 Y4 -BRASS CAP ON ALUMINUM MONUMENT IN
RANGE BOX MARKED 'LS 13212 - WITNESS CORNER', AND A FOUND 3 11A"BRASS CAP WHEAT RIDGE MONUMENT NUMBER
16009 MARKED 'LS13212"AT THE EAST QUARTER CORNER OF SAID SECTION 30, WITH ALL BEARINGS HEREON RELATIVE
THERETO.
THE GEODETIC POINT COORDINATE DATA SHOWN HEREIN HAS BEEN DERIVED FROM THE NAD 83 HARN STATE PLANE COLORADO
CENTRAL TIPS 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)
CURRENT CIn fLTUu
1. THIS PLAT IS BASED ON THE CURRENT CITY DATUM. WHICH USES A HORIZONTAL COORDINATE SYSTEM THAT IS
GROUND-BASED, MODIFIED FORM OF THE NAD83/92 STATE PLANE COORDINATE SYSTEM, COLORADO CENTRAL ZONE 0502,
AND THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
2. THE GROUND TO STATE PLANE GRID COMBINED SCALE FACTOR IS 0.99974780300, SCALED FROM BASE POINT PHAC 1
(PERMANENT HIGH ACCURACY CONTROL POINT #1) HAVING THE FOLLOWING NADB3/92 (NAD83 HARN) STATE PLANE
COORDINATES: PHAC 1: NORTHING, 1701258.75, EASTING: 3118217.58, ELEVATION 5471.62 (NAVD 88)
- -P R9MN=tXCIIIIVE 0Cr74rM5DTr-aF-BrH
ALF OF EVERGREEN -CLEAR, L.L.C.
STATE OF COLORADO )
SS
DESCRIPTION DATE
COUNTY OF JEFFERSON )
INITIAL PREPARATION 9/23/2021
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED
BEFORE ME THIS-c4�-DAY OF 6517*-/.dfL - 2021
BY TYLER LEE CARLSON. EXECUTIVE VICE PRESIDENT EVERGREEN -CLEAR CREEK CROSSING L.L.C. A CALIFORNIA COMPANY,
ON BEHALF OF THE COMPANY.
TITLE
CASE HISTORY
WITNESS MY HAND AND OFFICIAL SEAL
COVER
�/�9�p.
MY COMM %SION EXPIRES:
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WZ-05-01
LPMD ACCEPTANCE BLOCK
LONGS PEAK METROPOLITAN DISTRICT A QUASI -MUNICIPAL CORPORATION AND POLITICAL SUBDIVISION OF THE STATE OF
COLORADO.
BY= r -
M _
ER .EE CARLSON PRESIDENT OF THE BOARD LONGS PEAK METROPOLITAN DISTRICT
STATE OF COLORADO )
) SS
COUNTY OF JEFFERSON 1
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS -24-AAY OF 2021
BY TYLER LEE CARLSON, PRESIDENT OF THE BOARD LONGS PEAK METROPOLITAN DISTRICT.
WITNESS MY HAND AND OFFICIAL SEAL
MY COMMISSION EXPIRES: / -944 s u ppp
N. - Y PUBLIC
NUMBER
1
2
3
4
5
SURVEYOR'S CERTIFICATION
I, RICHARD A. NOBBE, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF CLEAR CREEK
CROSSING RETAIL, 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 `- AMENDED, THE ACCOMPANYING PLAT ACCURATELY
REPRESENTS SAID SURVEY.,b7`
&Y.
� .. U_
rc 23809 .; L3 q 33899
10/21/21
�N.
THE CITY OF WHEAT RIDGE, COLORADO, HEREBY ACCEPTS THE DEDICATION AND
CONVEYANCE TO THE CITY OF THOSE LOTS, TRACTS, EASEMENTS AND OTHER INTERESTS
IN REAL PROPERTY DENOTED ON THIS PLAT AS BEING DEDICATED TO THE CITY FOR
PUBLIC PURPOSES. 11
APPROVED THIS a ry+_DAY OF OCTo�r 2021 BY THE CITY OF
WHEAT RIDGE.
ATTEST
CITY CLERK MAYOR
I
COMMUNITY OE OP' -
STATE OF COLORADO )
SB
COUNTY OF JEFFERSON )
ACCEPTED FOR RECORDING IN THE OFFICE OF THE CO TY CLERK AND RECORDER OF
JEFFERSON COUNTY AT GOLDEN, COLORADO THIS DAY OF A/eYCn1 b._ 2021.
JEFFERSON COUNTY CLERK AND RECORDER ��SasoN��oG
SEAL :-
BY:Qa7Ataw IICo.G')-iDl�.c�LeN •''•"�otORM9q``�,`
DEPUTY CLERK
AN ASSUMED BEARING OF N01'01'46W BETWEEN THE NORTHEAST CORNER OF SECTION 30 AS ESTABLISHED BY THE 200'
WITNESS CORNER, WHEAT RIDGE MONUMENT NUMBER 10038 MONUMENTED BY A 3 Y4 -BRASS CAP ON ALUMINUM MONUMENT IN
RANGE BOX MARKED 'LS 13212 - WITNESS CORNER', AND A FOUND 3 11A"BRASS CAP WHEAT RIDGE MONUMENT NUMBER
16009 MARKED 'LS13212"AT THE EAST QUARTER CORNER OF SAID SECTION 30, WITH ALL BEARINGS HEREON RELATIVE
THERETO.
THE GEODETIC POINT COORDINATE DATA SHOWN HEREIN HAS BEEN DERIVED FROM THE NAD 83 HARN STATE PLANE COLORADO
CENTRAL TIPS 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)
CURRENT CIn fLTUu
1. THIS PLAT IS BASED ON THE CURRENT CITY DATUM. WHICH USES A HORIZONTAL COORDINATE SYSTEM THAT IS
GROUND-BASED, MODIFIED FORM OF THE NAD83/92 STATE PLANE COORDINATE SYSTEM, COLORADO CENTRAL ZONE 0502,
AND THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
2. THE GROUND TO STATE PLANE GRID COMBINED SCALE FACTOR IS 0.99974780300, SCALED FROM BASE POINT PHAC 1
(PERMANENT HIGH ACCURACY CONTROL POINT #1) HAVING THE FOLLOWING NADB3/92 (NAD83 HARN) STATE PLANE
COORDINATES: PHAC 1: NORTHING, 1701258.75, EASTING: 3118217.58, ELEVATION 5471.62 (NAVD 88)
REVISION BLOCK
DESCRIPTION DATE
INITIAL PREPARATION 9/23/2021
SHEET INDEX
CRY COMMENTS 10/20/2021
TITLE
CASE HISTORY
COVER
MS -21-02
WZ-11-02
NOTES AND LEGAL DESCRIPTIONS
WZ-20-01
WZ-05-01
MS -19-06
"1 -11-01
EXISTING BLOCK 4 VACATE
WZ-19-02
SUP -05-01
PROPOSED BLOCK 4 NORTH
MS -06-10
WZ-19-01
ANX-11-01
ANX-05-01
COVER
SHEET 1 OF 5
PROPOSED BLOCK 4 SOUTH
MS -19-02
SUP -10-01
WS -O6-01
WS -19-04
WZ-06-03
WZ-17-07
SUP -06-05
MARTINfMARTIN
WZ-16-07
SUP -D5-04
WS -11-01
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CLEAR CREEK CROSSING BLOCK 4 LOT LINE ADJUST `,,,,'ZNT
LOT LINE ADJUSTMENT BETWEEN LOTS 1 AND 2, BLOCK 4, CLEAR CREEK CROSSING SUBDIVISION FILING NO.3 (REC.
SITUATED IN THE SOUTHEAST QUARTER OF SECTION 19, AND THE NORTHEAST QUARTER OF SECTION 30, AND THE NORTHWEST QUARTER OF SECTION 29,
TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN,
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
SHEET 2 OF 5 SHEETS
1. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY MARTIN/MARTIN, INC. TO DETERMINE OWNERSHIP EASEMENTS OF RECORD. MARTIN/MARTIN, INC.
RELIED UPON THE FOLLOWING TITLE COMMITMENTS PREPARED BY LAND TITLE GUARANTEE COMPANY, ORDER NUMBER ABD70627402 EFFECTIVE DATE
JULY 8, 2019.
2. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTON BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER
YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE
DATE OF THE CERTIFICATION SHOWN HEREON.
3. THE SURVEY OF THE BOUNDARY OF' THIS PLAT WAS PERFORMED IN THE FIELD AS OF AUGUST 27. 2021.
4. SHEET 3 OF THIS PLAT DOCUMENT INDICATES EXISTING BLOCKS, TRACTS AND LOT LINES PER CLEAR CREEK CROSSING SUBORASION FILING NO. 3 AS
RECORDED AT RECEPTION NUMBER 2019087681, TO BE REMOVED, AND EXISTING EASEMENTS TO BE EXTINGUISHED BY THIS PLAT. SHEETS 4-5 INDICATES THE
PROPOSED LOT LINES TO BE CREATED, ALONG WITH THE EASEMENTS TO BE GRANTED BY THIS PLAT.
S. PER COLORADO REVISED STATUTES 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.
6. CLEAR CREEK CROSSING BLOCK 4 LOT UNE ADJUSTMENT IS ZONED PLANNED MIXED USE DEVELOPMENT.
7. THE COLORADO DEPARTMENT OF TRANSPORTATION ACCESS CONTROL LINE SHOWN HEREIN AS THE CDOT 'A' LINE IS USED TO REGULATE THE "CONTROL OF
ACCESS" TO INTERSTATE RIGHTS -O'= -WAY AND DESIGNATED FRONTAGE ROADS FOR BOTH TRANSPORTATION AND NON -TRANSPORTATION PURPOSES.
1. 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 EASEMENTS AGREEMENTS RECORDED IN BOOK 379, PAGE 66 AND BOOK 708, PAGE 336. THE
EASEMENT AGREEMENTS HAVE LIMI-ATIONS ON MODIFYING THE EARTH COVER WITHIN THE EASEMENTS; OR CONSTRUCTION OR PLACEMENT OF CERTAIN
PROPERTY IMPROVEMENTS, INCLUD114G STRUCTURES, BUILDINGS, AND INFRASTRUCTURE, WITHIN THE EASEMENTS; ALL OF WHICH IS MORE PARTICULARY
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 I-70
OFF -RAMP, MAY BE IMPAIRED, BLCCKED, OBSTRUCTED, OR CLOSED DURING CONSTRUCTION, MAINTENANCE, REPAIR, REPLACEMENT, REMOVAL, OR
ENLARGEMENT OF PIPELINES AND APPURTENANCES.
COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 30; THENCE N81'44'22"W 217.65 FEET TO A POINT ON THE SOUTHERLY CLEAR CREEK
DRIVE RIGHT-OF-WAY LINE, OF CLEAR CREEK CROSSING SUBDIVISION FILING N0, 3, ALSO BEING THE POINT OF BEGINNING
THENCE ON AND ALONG SAID RIGHT-OF-WAY THE FOLLOWING SEVENTEEN (17) COURSES;
1. 49.32 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 596.50 FEET, A CENTRAL ANGLE OF 04'44'14",
AND A CHORD WHICH BEARS S45'C9'46"E A DISTANCE OF 49.30 FEET;
2. THENCE S4831'53E A DISTANCE OF 187.22 FEET;
3. THENCE 19.37 FEET ALONG THE ARC OF A. CURVE TO THE RIGHT HAVING A RADIUS OF 22.50 FEET, A CENTRAL ANGLE OF 49'04'26", AND A
CHORD WHICH BEARS S16'55'54W A DISTANCE OF 18.69 FEET;
4. THENCE S41'28 07"W A DISTANCE OF 10.50 FEET;
5. THENCE S411 53'E A DISTANCE CF 48.00 FEET;
6. THENCE N41'28'07'E A DISTANCE OF 10.50 FEET;
7. THENCE 19.27 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 22.50 FEET, A CENTRAL ANGLE OF 49'04'26', AND A
CHORD WHICH BEARS N66'00'20"E A DISTANCE OF 18.69 FEET;
8. THENCE S48'31'53"E A DISTANCE CF 53.13 FEET;
9. THENCE 164.82 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 596.50 FEET, A CENTRAL ANGLE OF 15'49'50, AND A
CHORD WHICH BEARS S56'26'49E A DISTANCE OF 154.29 FEET;
10. THENCE 142.63 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 703.50 FEET, A CENTRAL ANGLE OF 11'36'59", AND A
CHORD WHICH BEARS S58'33'15"E A DISTANCE OF 142.39 FEET;
11. THENCE 20.61 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 22.50 FEET, A CENTRAL ANGLE OF 52'28'19", AND A
CHORD WHICH BEARS S13'48'43"W A DISTANCE OF 19.89 FEET;
12 THENCE S40'02'53"W A DISTANCE OF 10.50 FEET;
13. THENCE S49'57'07'E A DISTANCE OF 51.00 FEET;
14. THENCE N40'02'53"E A DISTANCE OF 10.50 FEET;
15. THENCE 20.61 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVINGA RADIUS OF 22.50 FEET, A CENTRAL ANGLE OF 52'28'19", AND A
CHORD WHICH BEARS N56'17'02"E A DISTANCE OF 19.89 FEET;
16. THENCE 569.44 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 703.50 FEET, A CENTRAL ANGLE OF 46'22'40', AND A
CHORD WHICH BEARS S23'58'08'E A DISTANCE OF 554.02 FEET;
17. THENCE SOO'46'49"E A DISTANCE OF 395.43 FEET TO A POINT' ON THE SOUTHERLY LINE OF BLOCK 4, LOT 1;
THENCE ON AND ALONG THE SOUTHERLY BOUNDARY OF SAID LOT 1 S89'25'52"W A DISTANCE OF 565.51 FEET;
THENCE S8990'06"W A DISTANCE OF 259.68 .FEET TO A POINT ON THE WESTERLY LINE OF BLOCK 4 LOT 1. THENE ON AND ALONG THE WESTERLY
BOUNDARY OF SAID LOT 1, THE FOLLOWING FIVE (5) COURSES;
1. NOO'49'52"W A DISTANCE OF 824.49 FEET;
2. THENCE S55'30'16"E A DISTANCE CF 85.53 FEET;
3, THENCE N00'00'00"E A DISTANCE OF 301.33 FEET;
4. THENCE S8937'51'V A DISTANCE OF 38.00 FEET;
5. THENCE N00'00'00"E A DISTANCE OF 278.57 FEET TO THE POINT OF BEGINNING.
SAID PARCEL CONTAINS 18.7267 ACRES (815,736 S.F.) MORE OR LESS,
PARCEL AREA TABLE PROPOSED COND.TION
NUMBER
ACRE
SQUARE FEET
LOT 1 BLOCK 4
705443.56 99909.27
18.7267
815,736
LOT 2 BLOCK 4
#16009
3.5941
156,560
LOTS 1, 2 BLOCK 4 TOTAL
22.3208
972,296
CITY MONUMENT TABLE
CITY MON. #
NORTHING EASTING
TYPE
#10038
705443.56 99909.27
'200' W.C.
#15009
705643.651 99905.69 SE COR. SEC. 19
#16009
703002.46 999511,15 E 1/4 COR. SEC 30
COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 30; THENCE N61'18'42"W A DISTANCE OF 411.05 FEET TO A POINT ON THE SOUTHERLY
CLEAR CREEK DRIVE RIGHT-OF-WAY LINE, OF CLEAR CREEK CROSSING SUBDIVISION HUNG NO. 3, ALSO BEING THE POINT OF BEGINNING•
THENCE ON AND ALONG SAID RIGHT-OF-WAY THE FOLLOWING EIGHT (8) COURSES;
1. 17.29 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 2000.00 FEET, A CENTRAL ANGLE OF 00'29'43", AND A CHORD
WHICH BEARS S42'08'00'E A DISTANCE OF 17.29 FEET;
2. THENCE 14.23 FEET ALONG THE ARC OF A CLRVE TO THE RIGHT HAVING A RADIUS OF 22.50 FEET, A CENTRAL ANGLE OF 3673'46', AND A
CHORD WHICH BEARS S30'41'46W A DISTANCE OF 13.99 FEET;
3. THENCE S48'48'39 W A DISTANCE OF 11.00 FEET;
4. THENCE 541'11'21E A DISTANCE OF 40.00 FEET;
5. THENCE N48'48'39E A DISTANCE OF 10.50 FEET;
6. THENCE 19.25 FEET ALONG THE ARC OF A CLRVE TO THE RIGHT HAVING A RADIUS OF 22.50 FEET, A CENTRAL ANGLE OF 49'00'59 AND A
CHORD WHICH BEARS N74'72'22E A DISTANCE OF 18.57 FEET;
7. THENCE 90.01 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 2003.50 FEET, A CENTRAL ANGLE OF 02'34'27", AND A
CHORD WHICH BEARS S39'13'17E A DISTANCE OF 90.01 FEET;
8. THENCE 61.01 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 596.50 FEET, A CENTRAL ANGLE OF 05'51'36", AND A
CHORD WHICH BEARS S40'51'51E A DISTANCE OF 60.98 FEET;
THENCE S00'00'OOW A DISTANCE OF 278.57 FEET;
THENCE N89'37'51E A DISTANCE OF 38.00 FEET;
THENCE S00'00'OOW A DISTANCE OF 301.33 FEET;
THENCE N55'30'16 W A DISTANCE OF 85.53 FEET TO A POINT ON THE WESTERLY BOUNDARY BLOCK 4 LOT 1, THENCE ON AND ALONG THE
WESTERLY BOUNDARY OF SAID BLOCK 4, THE FOL -OWING THREE (3) COURSES;
1. N5444'38W A DISTANCE OF 171.14 FEET
2. THENCE 439.51 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 300.00 FEET, A CENTRAL ANGLE OF 83'56'24", AND A
CHORD WHICH BEARS N1246'25V A DISTANCE OF 401.24 FEET;
3. THENCE N29'11'46E A DISTANCE OF 237.31 FEET TO THE POINT OF BEGINNING.
SAID PARCEL CONTAINS 3.5941 ACRES (156,559 S.F.) MORE OR LESS.
CASE NUMBER LLA -21-02
MAP NUMBER
#2019087681)
REVISION BLOCK
RIPTION DATE
INITIAL PREPARATION 9/28/2021
CIN COMMENTS 10/20/2021
NOTES
SHEET 2OF5
D9v,y`•
• !rc 23869 in+ r '�i']d4 FS T1FlM7+RT1N
•10/21/21 {'; ...
• ••• rl 12999 wEST EIXFANAVENUE, UIEEWO(10, CTJU)MCO 80315
"." 303.031.6100 MA111INMARTIN.CUM
�I : L NaQa1���Fa3�
CLEAR CREEK CROSSING BLOCK 4 LOT LINE ADJUSTMENT MASENUM ER LA -21-02
MAP NUMBER
LOT LINE ADJUSTMENT BETWEEN LOTS 1 AND 2, BLOCK 4, CLEAR CREEK CROSSING SUBDIVISION FILING NO.3 (REC. #2019087681)
SITUATED IN THE SOUTHEAST QUARTER OF SECTION 19, AND THE NORTHEAST QUARTER OF SECTION 30, AND THE NORTHWEST QUARTER OF SECTION 29, -- - -
TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN,
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
SHEET3 OF 5SHEETS
SECTION COORDINATE POIW3-
® NW COR., SEC. 29,
/SE COR. SEC. 19
T3S, R69W, 6TH P.M.
CITY OF WHEAT RIDGE
POINT NO. 15009
#39'46'08.12109"
W105'08'50,55867"
STATE PLANE COORDINATE
N=1705213.49
E=3099123.90
MODIFIED STATE PLANE PLANE COORDINATE
N=705643.65
E=99905.69
® 200' W/C FND.
3 1/4" ALUM. CAP LS #7;;212
CIN OF WHEAT RIDGE
POINT N0. 10038
N39'46'06.74522"
W 105'0850.52251 "
STATE PLANE COORDINATE
N=1705013.57
E=3099127.50
N=705443.56
E=99909.27
3
LOT 1, BLOCK 5
CLEAR CREEK CROSSING
5080/VIS10N FILING NO. 3 \
REC X2019087581 \
NOT PART OF THIS PLAT \
S. 7/4 COR.. SEC. 19,
3114'.
1/4" BRASS CAP
ALUMINUM MONUMENT
RANGE BOX IS 73212
X15109
S,59'09'04 "W 262590'
-N LINE NE COR SEC 3
DRAINAGE EASEMENT
TO BE GRANTED BY /
SEPARATE DOCUMENT
14' TRA/4 EASEMENT
RE -0. -20 1908 768 7 I'I
TO REMAIN
5' U.E. (7Y)-)REC. (2019087691
NOT PART OF T141S PLAT
/ ✓/ �'� \ \\ / JET 68, �%"� — _ _ -
OF 29
0 30' APPLE DOD \ 30 t�5t200F
/ SANITATION DISTRICT �FEGQp�`j7 LOT 1, BLOCK 2 i
/ . ( TO TBE EXTINGUISHED \ SOCROSSNG
;7r EASEMENTS I // CL£ARREC` f20200847775REL41L
! 1 BY SEPARATE DOCUMENT\\ ( NOT PART OF 71 PLAT
j l LOT A BLOCK 4 / \ `\ 36' U.E.
1 tdvA � \ j \\ REC. #2019087681
�S,,�Y,ypRgbM• 1 NOT PART OF THIS PLAT
i70fA0S7I RERE1 ES \ -93' R.O.W. /
I �+pi�'Sy µ(s•IIED BY /M5 AUT HEREB7\ / J
1 5' U E REMOVED qY \ \ \
11 I REC. 92019087681 4 THIS PLAT /
\\\ l A P9RTlON OF , 200' W/C, \ \
1 WHICP 15 HEREBY SEE ® THIS SHEET
EXTINGUISHED
BY THIS PLAT I�� FOR DETAILS \ \
#10038
10' U.E.
\ REC.#2019087681
\� \ TO REMAIN
\ .. 5' UE \ \ sqr \\
\\ \ REC ))20 1 908758 1
\ A PORTION OF WHICH \ \ \
5' UE (7YPJ
REC. x'201987681 �\
TO REMAIN
LOT 2, BLOCK 5
CLEAR CREEK CROSSING
SUBDIVISION FILING NO 3
REC. 12019087681 14' TRAlL EASEMENT
NOT PART OF THIS PLAT
REC. 42019087681
TO REMAIN
5' UTILITY
EASEME'JT (TYP.)
REC. #217067 4 6917
NOT PART OF HIS PLATT
N
100 50 0 100 200 14' TRAIL LASEMENT
SCALE: 1"=100' REC. 12019067681
ALL DIMENSIONS SHOWN ARE U.S. SUR& -Y FEET TO REMAIN
20' APPLFWOOD SA17TATI04
DISTRICT EASEMENT
LOT 1,1 BLOCK 1
\ \
1 LOT LINES HEREBY
REMOVED BY THIS PLAT
CLEAR CREEK CROSSING
\
\Y
\
\\ LOT 1, BLOCK 2
CLEAR RCREEK
SUBDIVISION RUNG NO. 3
REC. 12019087681
'
\
NOT PART OF THIS PLAT
/
\
lo' U.E. POINT OF COMMENCEMENT
1320.80'
REC.#2019087681 NE COR., SEC. 30
TO REMAIN SEE ® THIS SHEET
-93' ROW. #OR 15009 AILS /
/ ✓/ �'� \ \\ / JET 68, �%"� — _ _ -
OF 29
0 30' APPLE DOD \ 30 t�5t200F
/ SANITATION DISTRICT �FEGQp�`j7 LOT 1, BLOCK 2 i
/ . ( TO TBE EXTINGUISHED \ SOCROSSNG
;7r EASEMENTS I // CL£ARREC` f20200847775REL41L
! 1 BY SEPARATE DOCUMENT\\ ( NOT PART OF 71 PLAT
j l LOT A BLOCK 4 / \ `\ 36' U.E.
1 tdvA � \ j \\ REC. #2019087681
�S,,�Y,ypRgbM• 1 NOT PART OF THIS PLAT
i70fA0S7I RERE1 ES \ -93' R.O.W. /
I �+pi�'Sy µ(s•IIED BY /M5 AUT HEREB7\ / J
1 5' U E REMOVED qY \ \ \
11 I REC. 92019087681 4 THIS PLAT /
\\\ l A P9RTlON OF , 200' W/C, \ \
1 WHICP 15 HEREBY SEE ® THIS SHEET
EXTINGUISHED
BY THIS PLAT I�� FOR DETAILS \ \
#10038
10' U.E.
\ REC.#2019087681
\� \ TO REMAIN
\ .. 5' UE \ \ sqr \\
\\ \ REC ))20 1 908758 1
\ A PORTION OF WHICH \ \ \
5' UE (7YPJ
REC. x'201987681 �\
TO REMAIN
LOT 2, BLOCK 5
CLEAR CREEK CROSSING
SUBDIVISION FILING NO 3
REC. 12019087681 14' TRAlL EASEMENT
NOT PART OF THIS PLAT
REC. 42019087681
TO REMAIN
5' UTILITY
EASEME'JT (TYP.)
REC. #217067 4 6917
NOT PART OF HIS PLATT
N
100 50 0 100 200 14' TRAIL LASEMENT
SCALE: 1"=100' REC. 12019067681
ALL DIMENSIONS SHOWN ARE U.S. SUR& -Y FEET TO REMAIN
20' APPLFWOOD SA17TATI04
DISTRICT EASEMENT
\ \
C \
BOOK 2653 PAGE 360 ,
1 LOT LINES HEREBY
REMOVED BY THIS PLAT
NOT PART OF RIlS PLAT-'-�
;\
\ \ \ \
\
\Y
\
\\ LOT 1, BLOCK 2
CLEAR RCREEK
.REC 12019087681
/
\ /��Y• \�
EC. ,120200841775RETAlL
\`\ N07 PART OF THIS PLAT
III, I
NO7'01'46"W
10' DENVER WATER EASEMENTS <
IS HEREBY EXTINGUISHED
�\ BY THIS PLAT\
\ \
C \
\ 10• U.E. REC. #2020084775_
\ NOT PART OF THIS PLAT
1 LOT LINES HEREBY
REMOVED BY THIS PLAT
j
;\
\ \ \ \
\
\Y
\
\\ LOT 1, BLOCK 2
CLEAR RCREEK
.REC 12019087681
REC )%201908768.+
\ /��Y• \�
EC. ,120200841775RETAlL
\`\ N07 PART OF THIS PLAT
III, I
NO7'01'46"W
10' DENVER WATER EASEMENTS <
1320.80'
o,
f
REC. 2019074782
h
n 3
I
TO REMAIN
I I ry�\\
h
II
80' DENVER WATER \
` \
I m
o
BOARD EASF.MENI \
BOOK 379, PAGE 66
\
I
BOOK 708, PACE J35
W
REC 192130445
Io
I 2 1n
TO REMAIN
\/ t, \ /—
.1
I R W
m 2
10'UE
REC ,x'2019087681--._�
LOT 2, BLOCK 2
CLEAR CREEK CROSSING RETAIL
TO REMAIN
_
SUBDIVISION
THIS PLAT775
LOT 1, BLOCK 4
CLEW? C/E:W AEOS9KC
I
NOT PART,
5' UTILITY h w
EASEMENT (TYP.)
9W
j REC J20061486111
Wl
TO
jp � /
I I
LPMD TRACT ;4'
!.CLEAR
rl
CREEK CROSSING RETAIL
SUBDIVISION
30' APPLEWOOD
SANITATION DISTRICT
/
/
I
REC. 12020084775
NOT PART OF THISLAT
UTILITY EASEMENT
TO BE EXTINGU/SHED
/
BY SEPARATE DOCUMENT
/
A'-
COOT ACCESS CONTROL LINE
CLEAR CREEK CROSSING
.
TRACT C
70'
L / /
APPLEWJOD SANITARON SUBDIVISION FILING NO.3
REC. 12019087681 TO REMAIN
0/STR/CI EASEMEAlT J
CLEAR CREEK CROSSING
I SUBDIVISION FILING ND. 3
REC. 120 1 9 08 768 7
/
J
BOOK 2653 PAGE 360
NOT PART OF THIS PLAT
A PORTION TO BF £XPNCU15'HE0
81 SEPARATE DOCUMENT
f� DRAINAGE FASFM£NT
REC ,¢'2006099915 REC. 42019087CS1
TO REA:1AlN _ — i , TO REMAIN
£1/4 COR SECTION 30,
TJS, R69W, 6TH P.M.
FIND. 3 1/4"ALUM. GIP
IN R4NGf BOX LS X13212
WHEAT R/OGE PT
No.
O 16009
N39'45'4262397'
W106'0850-08231'
11=170257297
C-3099171.35
MODIFIED STATE PLANE PLANE
N=70300246
E=99953.15
30 It, 29
p TRAcr a'
NOT PART OF THIS PLAT .
LOT 1, BLOCK 3
KUM & GO AT
CLEAR CREEK CROSSING
REC. (2020052045
NOT PART OF THIS PLAT
40TH AVE.
SHIEFT 3.
KEY MAP
N.T.S
EGEND
PLAT BOUNDARY
SECTION UNE
R.O.W. AS DEDICATED
TO REMAIN
LOT LINE
TO REMAIN
LOT LINE HEREBY
CREATED BY THIS PLAT
LOT LINE HEREBY
REMOVED BY THIS PLAT
EXISTING EASEMENT
TO REMAIN — ' —
EASEMENT HEREBY GRANTED
BY THIS PLAT
EASEMENT HEREBY
EXTINGUISHED BY THIS PLAT
CDOT 'A' LINE TO REMAIN A
SECTION CORNER
LOT 3, BLOCK 4
WITNESS CORNER
CLEAR CREEK CROSSING
j
SU8DNISIOAI FILING N0. 3
5'U -f-.
.REC 12019087681
REC )%201908768.+
NOT PART OF THIS PLAT
NOT PART OF THIS PLAT
DR/l E'/DRIVE
NO7'01'46"W
1320.80'
30 It, 29
p TRAcr a'
NOT PART OF THIS PLAT .
LOT 1, BLOCK 3
KUM & GO AT
CLEAR CREEK CROSSING
REC. (2020052045
NOT PART OF THIS PLAT
40TH AVE.
SHIEFT 3.
KEY MAP
N.T.S
EGEND
PLAT BOUNDARY
SECTION UNE
R.O.W. AS DEDICATED
TO REMAIN
LOT LINE
TO REMAIN
LOT LINE HEREBY
CREATED BY THIS PLAT
LOT LINE HEREBY
REMOVED BY THIS PLAT
EXISTING EASEMENT
TO REMAIN — ' —
EASEMENT HEREBY GRANTED
BY THIS PLAT
EASEMENT HEREBY
EXTINGUISHED BY THIS PLAT
CDOT 'A' LINE TO REMAIN A
SECTION CORNER
WITNESS CORNER
PROPERTY PINS FOUND
•
PROPERTY PINS SET
(#4 REBAR W/CAP PLS. #23899)
EXIST./PROPOSED DESCRIPTIONS
DR/l E'/DRIVE
REVISION BLOCK
D, RIPTION DATE
INITIAL PREPARATION 9/28/2021
CITY COMMENTS 10/20/2021
BLOCK 4 PLAT VACATION
SHEET 3 OF 5
�r
a 2� - / TT^N
ti 10/21/21 --T— ..— ..'.
- 3]699 WEST COLFA%AVENIIE, IAFfW000, [DIA
..........
�' 303.631.6300 MAFTINMANiINLOM
Y
�r
a 2� - / TT^N
ti 10/21/21 --T— ..— ..'.
- 3]699 WEST COLFA%AVENIIE, IAFfW000, [DIA
..........
�' 303.631.6300 MAFTINMANiINLOM
P
5
a
Y
O
m
w
i
�eCeQi"ioN �d[�!I Stfe?38'
CLEAR CREEK CROSSING BLOCK 4 LOT LINE ADJUSTMENT CASE NUMBER W�rTBHfIi2
MAP NUMBER
LOT LINE ADJUSTMENT BETWEEN LOTS 1 AND 2, BLOCK 4, CLEAR CREEK CROSSING SUBDIVISION FILING NO.3 (REC. #2019087681)
SITUATED IN THE SOUTHEAST QUARTER OF SECTION 19, AND THE NORTHEAST QUARTER OF SECTION 30, AND THE NORTHWEST QUARTER OF SECTION 29
TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN,
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
SHEET4 OF 5 SHEE' I 1
POINT OF BEGINNING -� k
BLOCK 4 AND `
LOT 2. BLOCK 4
SECTION COORDINATE POINTS
® NW COR., SEC. 29,
/SE COR. SEC. 19
T3S, R69W, 6TH P.M.
CfTY OF WHEAT RIDGE
POINT NO. 15009
N39'46'08.72109"
W10508'50.55867"
STATE PLANE COORDINATE
N=1705213.49
E=3099123.90
MODIFIED STATE PLANE PLANE COORDINATE
N=705643.65
E=99905.69
® 200' W/C FND.
3 1/4' ALUM. CAP LS #13212
CIN OF WHEAT RIDGE
POINT NO. 10038
N39'46'06.74522"
W105.08'50.52251"
STATE PLANE COORDINATE
N=1705013.57
E=3099127.50
MODIFIED STA PAN PLANE COORDINATE
N=705443.56
E=99909.27
�\ rA=0'29'43"
` J R=2000.00'
L=17.29' N�
CH=S42'08'00"E N
17.29' \
541'11'21 "E
J' 40.00' LOT 1, BLOCK 1
! CLEAR CREEK CROSSING
1\ 4=10°35'50" SUBDIVISION FILING NO. 5
f R=596.50' REC x/2019087681
N6,4jT,og. \ L=110.33' NOT PART OF THIS PLAT
8�-? ` CH=S43'13'58"E -I
\ 1 10.17' - POINT OF COMMENCEMENT - -
1 POINT OF BEGINNING NE COR.. SEC. 30,-
48'39"E SEE ® THIS SHEET
\ 1. BLOCK 4 WEST 40; N AVENUE 71 ' R. 0. W.
10.50'
FOR DETAILS
#15009 // CLEAR CREEK CROSSING
SUB0I615/ON FILING NO. 3
49'00'59 zor " �Z i REC 42019087681
R=22.50 ` �� + NOT FART OF THIS PLAT _
L=19.25' N81'44'22"W
217.65'
CH=N74'12'22"E 's� _ 120
599.09'04"W 2625.90' - - - -
UNE NE COR SEC JO \
� X 7 2 2
R=2003.50' r S48'31'53"E
L=90.01' 187.22'
CH=S39' 13' 17"E
90.01' I LOT 1, BLOCK 2
I
A=36' 13'46"
R=22.50'
LEGEND
L=14.23'
LOT 1, BLOCK 5
CLEAR CREEK CROSSING
CH=S30 41'46'W
SUBDIVISION FILING N0. 3
13,99'
REC. #2019097661
S48'48'39W
NOT PART OF T,'-lIS PLAT
11.00'
1
N29'11'46"E -`-
S. f/4 COR„ SE -C 19,
237.31'
3 1/4" BRASS CAPALUMINUM MONU7IENT
RANGE BOX PLS 13212
X15709
A
S89'09'04'W 7372.98__
LOT UNE HEREBY
N LINE NE COR SEC 30
SECTION COORDINATE POINTS
® NW COR., SEC. 29,
/SE COR. SEC. 19
T3S, R69W, 6TH P.M.
CfTY OF WHEAT RIDGE
POINT NO. 15009
N39'46'08.72109"
W10508'50.55867"
STATE PLANE COORDINATE
N=1705213.49
E=3099123.90
MODIFIED STATE PLANE PLANE COORDINATE
N=705643.65
E=99905.69
® 200' W/C FND.
3 1/4' ALUM. CAP LS #13212
CIN OF WHEAT RIDGE
POINT NO. 10038
N39'46'06.74522"
W105.08'50.52251"
STATE PLANE COORDINATE
N=1705013.57
E=3099127.50
MODIFIED STA PAN PLANE COORDINATE
N=705443.56
E=99909.27
�\ rA=0'29'43"
` J R=2000.00'
L=17.29' N�
CH=S42'08'00"E N
17.29' \
541'11'21 "E
J' 40.00' LOT 1, BLOCK 1
! CLEAR CREEK CROSSING
1\ 4=10°35'50" SUBDIVISION FILING NO. 5
f R=596.50' REC x/2019087681
N6,4jT,og. \ L=110.33' NOT PART OF THIS PLAT
8�-? ` CH=S43'13'58"E -I
\ 1 10.17' - POINT OF COMMENCEMENT - -
1 POINT OF BEGINNING NE COR.. SEC. 30,-
48'39"E SEE ® THIS SHEET
\ 1. BLOCK 4 WEST 40; N AVENUE 71 ' R. 0. W.
10.50'
FOR DETAILS
#15009 // CLEAR CREEK CROSSING
SUB0I615/ON FILING NO. 3
49'00'59 zor " �Z i REC 42019087681
R=22.50 ` �� + NOT FART OF THIS PLAT _
L=19.25' N81'44'22"W
217.65'
CH=N74'12'22"E 's� _ 120
599.09'04"W 2625.90' - - - -
UNE NE COR SEC JO \
� X 7 2 2
R=2003.50' r S48'31'53"E
L=90.01' 187.22'
CH=S39' 13' 17"E
90.01' I LOT 1, BLOCK 2
I
A-49 04 26
I CLEAR CREEK CROSSING RETAIL
LEGEND
500'00'00"E
278.57
R=22.50'
L=19.27'
REC. (20200847,5
NOT PART OF THIS -LAT
\
36' U.E.
'
LOT 2, BLOCK 4
CLEAR CREEK CROSSING BLOCK 4
CH=S16'55'54"W
--X41'28'07"W
REC #2019067681
NOT PT OF THIS PLAT
AR -
LOT UNE ADJUSTMENT
18'69'
1
R.O.W. HEREBY CREATED
HEREBY CREATED BY THIS PLAT 1
BY THIS PLAT
10.50'
3.5941 AC. (156,560 S.F.) I
548'31'53"E
LOT UNE HEREBY
- S48'31'53"E -A=15°49'52"
CREATED BY THIS PLAT
48.00'
-
53.13' R=596.50'
EXISTING EASEMENT
N89'37'51 "E
i!
L=164.82'
EASEMENT HEREBY GRANTED
A=83'56'24"
38.00' I
N41'28'07 "E-
I `,
CH=556'26'49"E,
1.
R=300.00'
10.50'
SECTION CORNER
164.29'
WITNESS CORNER
L=439.51'
PROPERTY PINS FOUND
•
A=11'36'59"
CH=N 12'46'25"W LOT LINE-'.
I
A=49'04'26""-
EXIST./PROPOSED DESCRIPTIONS
R=703.50'
HEREBY CREATED
401.24' BY THIS PLAr
I
R=22.50'
zoo' w/c, L=142.63'
�\
L=19.27'
SEE ® THIS SHEEP CH=S58'33'15"E
FOR DETAILS
CH=N66'00'20"E
#10038 142,39'
i ;
LOT 2, BLOCK 5
18.69'
A=52'28'19"- ..
CLEAR CREEK CROSSING
SUBDIVISION FILING NO. 3
I�
R=22.50'
LOT 1, BLOCK 2
-S40'02'53"W CLEAR CREEK CROSSING RETAIL
LOT LINE
REC. #20 1 908 768 1
500'00'00"E
L=20.61'
10,50' \ REC. 7302020084775
HEREBY CREATED
NOT PART OF THIS FLAT BY THIS PLAT
301.33'
I
CH=S13'48'43"W
\ NOT PART OF THIS PLAT
\
19.89'
\
I
7
Ns�8477
11.775t'
I
�13
5.49'57'07"E
n �y J0NOT PAEr.o THIS 20200PLAT5_
3e R
ry 4
51.00'
I
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N40'02'53"E
c
o%
r
2
10.50'
LW4
i
A=52'28'19"
�
N55'30'16"W
I
R=22,50'
85.53
O 2
L=20.61'
�I W
CH=N66' 17'02"E
19.89'
A=4622'40"
R=703.50'
L=569.44' \
LOT 1, BLOCK 4
CLEAR CREEK CROSSING
CH=S23'58'08"E
BLOCK 4 LOT UNE ADJUSTMENT
554.02'
HEREBY CREATED BY THIS PLAT
18.7267 AC (815,736 S.
SEE SHEET 5 FOR CONTINUATION
60 30 0 60 120
SCALE: 1"=60'
ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET
REVISION BLOCK
DESCRIPTION DATE
INITIAL PREPARATION 9/28/2021
CIN COMMENTS - 10/20/2021
PROPOSED BLOCK 4 NORTH
SHEET 4 OF 5
f
23899 .1�i MARTIN N
10/21!21 ' ..... '.
,`...... 12499 V/FSTHIIFAXAVFNUE, UV:EW000, COEOMOJeat16
303.31.6100 MMTNMPRTN.WM
KEY MAP
N.TB
LEGEND
PLAT BOUNDARY
SECTION LINE
EXISTING R.O.W. HEREBY
REMOVED BY THIS PLAT
R.O.W. AS DEDICATED
TO REMAIN
R.O.W. HEREBY CREATED
BY THIS PLAT
LOT UNE
TO REMAIN
_
LOT UNE HEREBY
CREATED BY THIS PLAT
LOT UNE HEREBY
REMOVED BY THIS PLAT
EXISTING EASEMENT
_
TO REMAIN
_ _ _ _
EASEMENT HEREBY GRANTED
BY THIS PLAT
EASEMENT HEREBY
EXRUGU/SHED BY THIS PLAT
SECTION CORNER
WITNESS CORNER
PROPERTY PINS FOUND
•
PROPERTY PINS SET
(#4 REBAR W/CAP PLS. #23899)
EXIST./PROPOSED DESCRIPTIONS
ORATE/DRIVE
60 30 0 60 120
SCALE: 1"=60'
ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET
REVISION BLOCK
DESCRIPTION DATE
INITIAL PREPARATION 9/28/2021
CIN COMMENTS - 10/20/2021
PROPOSED BLOCK 4 NORTH
SHEET 4 OF 5
f
23899 .1�i MARTIN N
10/21!21 ' ..... '.
,`...... 12499 V/FSTHIIFAXAVFNUE, UV:EW000, COEOMOJeat16
303.31.6100 MMTNMPRTN.WM
"Rec, tj- o OAORIJS- 439"'
CLEAR CREEK CROSSING BLOCK 4 LOT LINE ADJUSTMENT CASE NUMBER UA -21-02
MAP NUMBER
LOT LINE ADJUSTMENT BETWEEN LOTS 1 AND 2, BLOCK 4, CLEAR CREEK CROSSING SUBDIVISION FILING NO.3 (REC. #2019087681)
SITUATED IN THE SOUTHEAST QUARTER OF SECTION 19, AND THE NORTHEAST QUARTER OF SECTION 30, AND THE NORTHWEST QUARTER OF SECTION 29, ---ter"�
TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN,; � 1
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO G 1
SHEET 5 OF 5 SHEE
LOT BLOCK 5
CLEAR CREEK
CROSSING
SUBDIVISION FILING
NO. 3
REC. ,f2019087687
NOT PART OF THIS
PLAT
SE COR. NE 1/4,
NE1/4, SEC 30
S89'
FNO. #4 R£BAR W/
ALUM. CAP PLS. #438
N=70432307
E=99929.42
ROX51-IRY GARDENS
E714 COR SECTION 30,-)
T3S, R69W, 6TH P.M.
IND. 3 1/4' ALUM. CAP
IN RANGE BOX LS #73212
7/EAT RIDGE PT NO. 16009
N39'4542.62397"
W105'08'50.08231'
N=1702572.97
£=3099177.35
LOT 1, BLOCK 4
CLEAR CREEK CROSSING
BLOCK 4 LOT LINE ADJUSTMENT
HEREBY CREATED BY THIS PLAT
18.7267 AC (815,736 S.F.)
N=703002.46
E=99953 15 30 29
LOT 3, BLOCK 4
CLEAR CREEK CROSSING
SUBDIVISION FILING NO. 3
REC #2079087687 TO REMAIN
NOT PART OF THIS PLAT
N01'01'46"W
1320.80'
SEE SHEET 4 FORNTI JtJATION
565.51 "
589'25'52"W
SHEET 4
N I
I
I
EO�T
jR 23888m: MARTIN(MAR IN
1x21121 / _ -11
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rt a
1
I
3 Z o S j
LEGEND
�oy2 u4
PLAT BOUNDARY
U -Z v ��
SECTION LINE --
WOW4ao
EXISTING R.O.W. HEREBY
REMOVED BY THIS PLAT
W Q p Y I
R.O.W. AS DEDICATED
U m 2 i
TO REMAIN
LJU
t
R.O.W. HEREBY CREATED
BY THIS PLAT
117 t
LOT LINE
-COOT L1IVE A'
TO REMAIN
N COOT ACCESS
LOT LINE HEREBY
CONTROLLINE
REC. #2019087681
- -
CREATED BY THIS PLAT
NOT PART OF
LOT LINE HEREBY
THIS PLAT
REMOVED BY THIS PLAT
EXISTING EASEMENT
_
TO REMAIN — — — —
EASEMENT HEREBY GRANTED
BY THIS PLAT
EASEMENT HEREBY
1
EXTINGUISHED 9Y TH/S PLAT - - - - - - -
1
SECTION CORNER
_
WITNESS CORNER Q
PROPERTY PINS FOUND
PROPERTY PINS SET
" (#4 REBAR W/CAP PLS. #23899)
1
I 1
Nj
EXIST./PROPOSED DESCRIPTIONS ORJVE/DRIVE
I
I
I
.
I
1 1
60 30 0 60 120
SCALE: 1"=60'
I
ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET
REVISION BLOCK
DESCRIPTION DATE
INITIAL PREPARATION 9/25/2021
CIN COMMENTS 10/20/2021
PROPOSED BLOCK SOUTH
SHEET 5 OF 5
EO�T
jR 23888m: MARTIN(MAR IN
1x21121 / _ -11
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