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Memorandum
l
TO: Kenneth Johnstone, Community Development Directo
FROM: Zareen Tasneem, Planner I
DATE: July 6, 2021
SUBJECT: LLA -20-07 / 3177 Benton Lot Line Adjustment
Summary of Request: The applicant requested an administrative subdivision (lot line
adjustment between two lots) on property zoned Residential -One C (R -1C) and located at 3177
Benton Street.
Findings:
• All comments from referral agencies have been addressed.
• Engineering has completed review of the plat and has found it approvable.
• The plat complies with the subdivision design criteria established in Section 26-410 of
the Wheat Ridge Municipal Code.
Recommendations:
Staff recommends approval of the administrative subdivision at 3177 Benton Street (Case No.
LLA -20-07), with the following conditions:
1. The subdivision plat shall be recorded prior to issuance of a Certificate of Occupancy for
a building permit.
City of
Wheat�dge
COMMUNITY DEVELOPMENT
City of Wheat Ridge Municipal Building 7500 W. 29� Ave.
June 28, 2021
Danny Buscarello
1633 Fillmore Street, Suite 406
Denver, CO 80206
Danny:
Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857
This letter is regarding your application for approval of a lot line adjustment at 3177 Benton Street, on
property zoned Residential -One C (R -1C). I have reviewed your third submittal and have the
following comments. Please also refer to the redlined copies of the draft documents.
General Comments
1. Subdivision Plat Graphic:
a. In the alley, modify the two labels to read "8.00' ALLEY." See redlines.
b. Add an arrow to point to the "EXISTING LOT LINE HEREBY REMOVED BY THIS
PLAT." See redlines.
2. Otherwise, all of Planning's comments have been addressed and, thus, this plat is approvable.
3. Make sure the margins on all sheets meet Jefferson County standards (1" top, 2" left, '/z" sides
and bottom). You will ultimately print the approved plat document on full size (24" x 36") Mylars
and the City will deliver them to the County for recording.
4. Please also ensure that all fonts meet the minimum font size requirement per Jefferson County as
well (1/8" minimum on full size 24"06" sheets). Some of the text on the plat document still
does not meet this minimum size requirement. See redlines. Please note that your Mylar will
be rejected by the County if the size is insufficient on the Mylar version. Any Mylar re-
printing and re-recording fees will be at the applicant's expense.
This concludes the summary of comments. Please make the requested change to the plat and re-
submit as a Mylar.
You may either mail the final Mylar to the attention of the Planning Division or drop off Monday -
Friday between 9am to 4pm. Our address can be found on the letterhead of this letter. Please make
sure the signature blocks for surveyor and property owner are completed and notarized prior to
submitting the final Mylar.
Please also attach a check to the Mylar, made out to the City of Wheat Ridge, to the Planning
Division, for the Mylar recording fee and make it clear on the check of its purpose (i.e. Mylar
recording fee for LLA -20-07). You may also contact Tammy Odean, our Administrative Assistant, at
303-235-2846 to pay over the phone. The County charges $13/first page + $10/additional page. The
total for this plat will be $13.
www.cimheattidge.co.us
Sincerely,
Zareen Tasneem
Planner I
cc: LLA -20-07 case file
Case No. LLA -20-07 / 3177 Benton Lot Line Adjustment
OWNER'S CERTIFICATE:
I, DANNY BUSCARELLO, BEING THE OWNER OF REAL PROPERTY CONTAINING 12,500 SQ.FT. (0.287) ACRES,
MORE OR LESS, DESCRIBED AS FOLLOWS:
LOTS 22 & 23, BLOCK 3, OLINGER GARDENS SUBDIVISION, EXCEPT THE REAR 8 FEET, LOCATED IN THE
SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF WHEAT
RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 25, WHENCE THE
NORTHWEST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 25 BEARS S 89°41'42" W A DISTANCE OF
2645.71 FEET, SAID LINE FORMING THE BASIS OF BEARING FOR THIS DESCRIPTION;
THENCE S 89°41'42" W ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER A DISTANCE OF 681.00 FEET;
THENCE S 00°19'43" W ALONG THE EXTENDED EASTERLY LINE OF BLOCK 3 A DISTANCE OF 79.00 FEET TO THE
POINT OF BEGINNING;
THENCE CONTINUING ALONG SAID EASTERLY LINE OF BLOCK 3, S 00°19'43" E A DISTANCE OF 100.00';
THENCE S 89°53'36" W A DISTANCE OF 125.00';
THENCE N 00`19'43" W A DISTANCE OF 100.00', WHENCE THE NORTHWEST CORNER OF SAID SOUTHEAST
QUARTER BEARS
N 87°51'38" W A DISTANCE OF 1841.42 FEET;
THENCE N 89°53'36" E A DISTANCE OF 125.00' TO THE POINT OF BEGINNING.
CONTAINING 12,500 SQ. FT., (0.2870 ACRES), MORE OR LESS.
HAVE LAID OUT, SUBDIVIDED AND PLATTED SAID LAND AS PER THE DRAWING HEREON CONTAINED INTO LOTS
AND TRACTS UNDER THE NAME AND STYLE OF BUSCARELLO 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 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, STORM WATER
SYSTEMS AND PIPES, DETENTION PONDS, STREET LIGHTS AND ALL APPURTENANCES THERETO.
DANNY BUSCARELLO
1633 FILLMORE STREET, SUITE 406
DENVER, COLORADO 80206
STATE OF COLORADO )
) SS
COUNTY OF JEFFERSON)
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF
BY
WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES:
NOTARY PUBLIC
NORTHWEST CORNER OF
THE SOUTHEAST QUARTER
SECTION 25, T3S, R69W,
TH P.M.
W.32ND AVE.- 60' R.O.W.
BASIS OF BEARING
-- S-89`41'42" W- 2645.71' -
4 -
ZONING R -1C`
8.00' -
ALLEY
2
ZONING R -1C
`3
ZONING R -1C
8.00' -
ALLEY
24
ZONING R -1C
A.D. 202 -
POINT OF BEGINNING
NORTHEAST CORNER OF
LOT 23, BLOCK 3,
OLINGER GARDENS SUBD.
LOT 1
2'3 6685 Sq. Feet
N 0.1535 Acres
0
ZONING R -IC
(DEXISTINGLOT LINE
o HEREBY REMOVED BY
C3 THIS PLAT o4
54.71' ,4Pj3k S890533C
3
DESCRIPTION
g0' rF.
5�`
N89053'36"E 78.29'
12/16/20
S88'58'03"W
.
Co..
2ND REVISION
6/15/21
34.52
�
LOT 2
o�
N88058'03"E
5815 Sq. Feet
o
NEW LOT
6 CREATED
LINE HEREBY
BY THIS PLAT 22
0.1335 Acres
Z
00
M
ZONING R -1C
' S 89053'36" W 1
4 3
ZONING R -1C OLINGER GARDENS
SUBD.
21
ZONING R -1C
0
0
0
LO
BUSCARELLO LOT LINE ADJUSTMENT
LOTS 22 & 23, BLOCK 3, OLINGER GARDENS SUBDIVISION, EXCEPT THE REAR 8 FEET,
LOCATED IN THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST
OF THE STH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
NOTES:
1. THE WORD "CERTIFY" AS SHOWN AND USED HEREON MEANS AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THE
FACTS OF THE SURVEY AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EXPRESSED OR IMPLIED.
2.DATE OF FIELD WORK: 9/22/18. PER COLORADO REVISED STATUTES SECTION 38-51-106(L) ALL LINEAL DIMENSIONS
DEPICTED ON THIS SURVEY PLAT ARE IN 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.
3. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY CJ SURVEYING L.L.C. TO DETERMINE OWNERSHIP AND
EASEMENTS OF RECORD.
4. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHT-OF-WAYS, TITLE OF RECORD AND PROPERTY LINES WE RELIED
UPON INFORMATION SUPPLIED BY THE FOUND MONUMENTS AROUND SUBJECT PROPERTY AND BY THE COUNTY RECORDS.
5. BASIS OF BEARING FOR THIS SURVEY IS THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 3
SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN BEARING SOUTH 8941'42" WEST A DISTANCE OF 2645.71
FEET. PER CITY OF WHEAT RIDGE DATUM AND MONUMENTED AND DESCRIBED AS SHOWN.
6. NOTICE: ACCORDING TO COLORADO STATE LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN
THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED
UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION
SHOWN HEREON.
7. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT OR LAND
BOUNDARY MONUMENT OR ACCESSORIES, COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO STATE STATUTE
18-4-508 C.R.S.
8. THE ZONING OF THIS PROPERTY IS R -1C.
9. THE BEARINGS AND DISTANCES SHOWN ON THIS PLAT ARE CONSISTENT WITH THE CURRENT CITY OF WHEAT RIDGE
CONTROL DATUM, WHICH IS DEFINED AS FOLLOWS:
A. THE CURRENT CITY DATUM USED IS A GROUND-BASED MODIFIED FORM OF THE NAD83/92 STATE PLANE
COORDINATE SYSTEM, COLORADO CENTRAL ZONE 0502.
B. VERTICAL DATUM USED IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
C. GROUND TO GRID COMBINED SCALE FACTOR IS 0.99974780300, SCALED FROM BASE POINT PHAC 1 HAVING THE
FOLLOWING NAD83/92 STATE PLANE COORDINATES: PHAC 1 NORTHING 1701258.75, EASTING 3118217.58, ELEVATION;
5471.62 FEET.
10. THE GEODECTIC POINT COORDINATE DATA SHOWN HEREON HAS BEEN DERIVED FROM NAD 83 HARN STATE PLANE
COLORADO CENTRAL RIPS 0502 COORDINATE SYSTEM AND HAS A HORIZONTAL ACCUI CLASSIFICATION OF 0.07 U.S.
SURVEY FEET AT THE 95% CONFIDENCE LEVEL AS DEFINED IN THE GEOSPATIAL POSITIONAL ACCURANCY STANDARDS OF
THE FEDERAL GEODETIC CONTROL SUBCOMMITEE (FGDC -STD-007.2-1998).
POINT OF COMMENCEMENT
NORTHEAST CORNER OF
THE SOUTHEAST QUARTER
SECTION 25, T3S, R69W,
6TH P.M. A
-- S89'41'42"W
681.00'
0
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of
w
i
i
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r w
0 • �� ' / j
N ZONING R -1C
O
—30.00'---- NN•
L.L
O
0 (.0 2
0
00 ZONING R -1C North
w U)
ro Z CJ
0
o)
O
o
o
cn Z South
ui
00 3
ZONING R -1C 20 10 0
SCALE; 1' = 20'
OLINGER
GARDENS
SUBD.
LEGEND
SECTION CORNER AS DESCRIBED
SET #4 REBAR W/1" CAP LS 28275
SET NAIL & 1" BRASS TAG LS 28275
PROPERTY LINE
EXISTING LOT LINE
SECTION LINE
PORTION OF EXSTING LOT LINE
HEREBY REMOVED BY THIS PLAT
20
STREET CENTERLINE
TIE TO SECTION CORNER
W. 33RD AVENUE
J
U
W. 32ND AVENUE
I I Of
u�
PROJECT
W. 30TH AVENUE C
co
Z co CD co p ai c
w z w
Z w
LL
Z ¢ a= W s
LL W 0 V m Q U.
2fl z z z z z
z W. 29TH AVENUE
W. 28TH AVENUE
VICINITY MAP
SCALE: V-100'
CITY CERTIFICATE:
APPROVED THIS DAY OF
WHEAT RIDGE.
ATTEST
CITY CLERK
COMMUNITY DEVELOPMENT DIRECTOR
SURVEYOR'S CERTIFICATE:
Still does not meet
JeffCo min. 1/8"
font size rea.
MAYOR
co
J
U
Er
LUZ
LU
0
North
CJ
South
BY THE CITY OF
I, CURTIS M. LANDRY, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF
BUSCARELLO LOT LINE ADJUSTMENT 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.
CURTIS M. LANDRY, PL.S. 28275
COUNTY CLERKAND RECORDER'S CERTIFICATE:
ACCEPTED FOR RECORDING IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF
JEFFERSON COUNTY AT GOLDEN, COLORADO
THIS ___ DAY OF ------------ 20__.
JEFFERSON COUNTY CLERK AND RECORDER
BY: DEPUTY CLERK
REVISION BLOCK
DESCRIPTION
DATE
INITIAL PREPARATION
12/16/20
1ST REVISION
5/12/21
2ND REVISION
6/15/21
WO#: 1407
DATE: 12/16/20
DRFT: CML
CJ Surveying, LLC.
8879 Miners Drive
Highlands Ranch, CO 80126
303-928-0769
��Wh6atf dMUNITY DEVELOPMENT "
City of Wheat Ridge Municipal Building 7500 W. 29"' Ave.
June 7, 2021
Danny Buscarello
1633 Fillmore Street, Suite 406
Denver, CO 80206
Danny:
Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857
This letter is regarding your application for approval of a lot line adjustment at 3177 Benton Street, on
property zoned Residential -One C (R -1C). I have reviewed your second submittal and have the
following comments. Please also refer to the redlined copies of the draft documents and Engineering
Division comments.
General Comments
1. Comment Responses: Please use the provided Word file of this letter to respond to the subsequent
comments and provide it as part of the third submittal.
2. Your comments' response from the first review states that the patio cover that was attached to the
southside of the detached garage has been demolished. Based on the previously submitted ISP and
the new proposed lot lines, the detached garage would have a 5 -foot southern side setback from
the new lot line, which meets R -IC development standards.
Subdivision Plat
3. Vicinity map:
ADDED a. Please make apparent with labels and/or other methods the boundary between the City of
Wheat Ridge and City and County of Denver.
ADDED b. Unclear why the arrow pointing to the site is angled. Show as direct arrow instead. See
redlines.
4. Graphic:
ADDED a. Please use an even heavier line weight to distinguish the proposed lot lines from existing
lot lines; they are currently very similar and will be too hard to distinguish if the plat is
ever reduced, scanned or photocopied.
b. Please use different typography to differentiate between existing subdivision information
and proposed subdivision information for all lots. For example, bold black text for
proposed or italics for existing and bold for proposed.
ADDED c. The symbology for "removed lot line" cannot extend beyond the subdivision boundary.
Use symbology for exiting lot line instead. See redlines.
ADDED d. The dashed line symbology used to depict section tie connection is the same as lot line
removed. Use a different symbology, for example dashed lines further spaced apart.
ADDED e. In the alley, modify the two labels read "8.00' ALLEY."
ADDED f Label Benton Street.
5. Legend:
ADDED a. Removed lot line symbol not shown and labelled on legend. Please add.
www.ci.wh eatri dge.co.us
For future consideration
6. Plat Recording: Make sure the margins on all sheets meet Jefferson County standards (1" top, 2"
left, '/2" sides and bottom). You will ultimately print the approved plat document on full size (24"
x 36") Mylars and the City will deliver them to the County. Please also ensure that all fonts meet
the minimum font size requirement per Jefferson County as well (1/8" minimum on full size
24"06" sheets). Most of the text on the plat document still does not meet this minimum size
requirement. Please note that your Mylar will be rejected by the County if the size is
insufficient on the Mylar version.
7. Parkland Dedication Fee: All new residential development is subject to parkland dedication
based on the number of new units created. Fees are $2,497.29 per new unit and would be due at
time of building permit, if one is submitted for a new single family on the currently vacant
southern lot.
The application was also sent on referral to other City departments and outside agencies, and there
were no additional comments received.
This concludes the summary of comments. Please make the requested changes to the plat and re-
submit as a .PDF file for final review. If all changes are addressed on the final .PDF version,
applicant may then submit the plat as a Mylar.
Sincerely,
Zareen Tasneem
Planner I
cc: LLA -20-07 case file
Case No. LLA -20-07 / 3177 Benton Lot Line Adjustment
OWNER'S CERTIFICATE:
I, DANNY BUSCARELLO, BEING THE OWNER OF REAL PROPERTY CONTAINING 12,500 SQ.FT. (0.287) ACRES,
MORE OR LESS, DESCRIBED AS FOLLOWS:
LOTS 22 & 23, BLOCK 3, OLINGER GARDENS SUBDIVISION, EXCEPT THE REAR 8 FEET, LOCATED IN THE
SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF WHEAT
RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 25, WHENCE THE
NORTHWEST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 25 BEARS S 89°41'42" W A DISTANCE OF
2645.71 FEET, SAID LINE FORMING THE BASIS OF BEARING FOR THIS DESCRIPTION;
THENCE S 89°41'42" W ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER A DISTANCE OF 681.00 FEET;
THENCE S 00°19'43" W ALONG THE EXTENDED EASTERLY LINE OF BLOCK 3 A DISTANCE OF 79.00 FEET TO THE
POINT OF BEGINNING;
THENCE CONTINUING ALONG SAID EASTERLY LINE OF BLOCK 3, S 00°19'43" E A DISTANCE OF 100.00';
THENCE S 89°53'36" W A DISTANCE OF 125.00';
THENCE N 00`19'43" W A DISTANCE OF 100.00', WHENCE THE NORTHWEST CORNER OF SAID SOUTHEAST
QUARTER BEARS
N 87°51'38" W A DISTANCE OF 1841.42 FEET;
THENCE N 89°53'36" E A DISTANCE OF 125.00' TO THE POINT OF BEGINNING.
CONTAINING 12,500 SQ. FT., (0.2870 ACRES), MORE OR LESS.
HAVE LAID OUT, SUBDIVIDED AND PLATTED SAID LAND AS PER THE DRAWING HEREON CONTAINED INTO LOTS
AND TRACTS UNDER THE NAME AND STYLE OF BUSCARELLO 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 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, STORM WATER
SYSTEMS AND PIPES, DETENTION PONDS, STREET LIGHTS AND ALL APPURTENANCES THERETO.
DANNY BUSCARELLO
1633 FILLMORE STREET, SUITE 406
DENVER, COLORADO 80206
STATE OF COLORADO
) SS
COUNTY OF JEFFERSON)
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS ____DAY OF A.D. 202.
10
WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES:
-----------------
NOTARY PUBLIC
NORTHWEST CORNER OF
THE SOUTHEAST QUARTER W 32ND AVE.- 60' R.O. V V�/��
.
SECTION 25, T3S, R69W, BASIS OF BEARING
TH P.M.
S- 89`41'42" W- 2645.71'
4 -
ZONING R-1C`\j
2
ZONING R -1C
`3
ZONING R -1C
elm
24
ZONING R -1C
POINT OF BEGINNING
NORTHEAST CORNER OF
LOT 23, BLOCK 3,
OLINGER GARDENS SUBD.
LOT 1
2'3 6685 Sq. Feet
N 0.1535 Acres
0
ZONING R -IC
EXISTING LOT LINE
o HEREBY REMOVED BY
C3 THIS PLAT o4
54.71' ,4Pj3k S890533C
3
LOT NO.
g0' rF.
5�`
N89053'36"E 78.29'
S.F.
S88'58'03"W
.
Co..
0.1535
0.1335
TOTAL
34.52
�
LOT 2
o�
N88058'03"E
5815 Sq. Feet
o
NEW LOT
6 CREATED
LINE HEREBY
BY THIS PLAT 22
0.1335 Acres
Z
00
M
ZONING R -1C
' S 89053'36" W 1
4 3
ZONING R -1C OLINGER GARDENS
SUBD.
21
ZONING R -1C
0
0
0
LO
BUSCARELLO LOT LINE ADJUSTMENT
LOTS 22 & 23, BLOCK 3, OLINGER GARDENS SUBDIVISION, EXCEPT THE REAR 8 FEET,
LOCATED IN THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST
OF THE STH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
NOTES:
1. THE WORD "CERTIFY" AS SHOWN AND USED HEREON MEANS AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THE
FACTS OF THE SURVEY AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EXPRESSED OR IMPLIED.
2.DATE OF FIELD WORK: 9/22/18. PER COLORADO REVISED STATUTES SECTION 38-51-106(L) ALL LINEAL DIMENSIONS
DEPICTED ON THIS SURVEY PLAT ARE IN 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.
3. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY CJ SURVEYING L.L.C. TO DETERMINE OWNERSHIP AND
EASEMENTS OF RECORD.
4. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHT-OF-WAYS, TITLE OF RECORD AND PROPERTY LINES WE RELIED
UPON INFORMATION SUPPLIED BY THE FOUND MONUMENTS AROUND SUBJECT PROPERTY AND BY THE COUNTY RECORDS.
5. BASIS OF BEARING FOR THIS SURVEY IS THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 3
SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN BEARING SOUTH 8941'42" WEST A DISTANCE OF 2645.71
FEET. PER CITY OF WHEAT RIDGE DATUM AND MONUMENTED AND DESCRIBED AS SHOWN.
6. NOTICE: ACCORDING TO COLORADO STATE LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN
THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED
UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION
SHOWN HEREON.
7. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT OR LAND
BOUNDARY MONUMENT OR ACCESSORIES, COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO STATE STATUTE
18-4-508 C.R.S.
8. THE ZONING OF THIS PROPERTY IS R -1C.
9. THE BEARINGS AND DISTANCES SHOWN ON THIS PLAT ARE CONSISTENT WITH THE CURRENT CITY OF WHEAT RIDGE
CONTROL DATUM, WHICH IS DEFINED AS FOLLOWS:
A. THE CURRENT CITY DATUM USED IS A GROUND-BASED MODIFIED FORM OF THE NAD83/92 STATE PLANE
COORDINATE SYSTEM, COLORADO CENTRAL ZONE 0502.
B. VERTICAL DATUM USED IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
C. GROUND TO GRID COMBINED SCALE FACTOR IS 0.99974780300, SCALED FROM BASE POINT PHAC 1 HAVING THE
FOLLOWING NAD83/92 STATE PLANE COORDINATES: PHAC 1 NORTHING 1701258.75, EASTING 3118217.58, ELEVATION;
5471.62 FEET.
10. THE GEODECTIC POINT COORDINATE DATA SHOWN HEREON HAS BEEN DERIVED FROM NAD 83 HARN STATE PLANE
COLORADO CENTRAL RIPS 0502 COORDINATE SYSTEM AND HAS A HORIZONTAL ACCUI CLASSIFICATION OF 0.07 U.S.
SURVEY FEET AT THE 95% CONFIDENCE LEVEL AS DEFINED IN THE GEOSPATIAL POSITIONAL ACCURANCY STANDARDS OF
THE FEDERAL GEODETIC CONTROL SUBCOMMITEE (FGDC -STD-007.2-1998).
POINT OF COMMENCEMENT
NORTHEAST CORNER OF
THE SOUTHEAST QUARTER
SECTION 25, T3S, R69W,
6TH P.M. A
-- S89'41'42"W
681.00'
0
o '
of
w
i
i
Q) i
r w
0 • �� ' / j
N �dK ZONING R -1C
O
-30.00'-- N••
L.L
O
0 (.0 2
0
00 ZONING R -1C North
w U)
z CJ
0
o)
O
o
o
cn z South
ui
00 3
ZONING R -1C 20 10 0
SCALE; 1' = 20'
-30.00'-{ L
OLINGER
GARDENS
SUBD.
LEGEND
SECTION CORNER AS DESCRIBED
SET #4 REBAR W/1" CAP LS 28275
SET NAIL & 1" BRASS TAG LS 28275
PROPERTY LINE
EXISTING LOT LINE
SECTION LINE
PORTION OF EXSTING LOT LINE
HEREBY REMOVED BY THIS PLAT
20
STREET CENTERLINE
TIE TO SECTION CORNER
LOT DATA TABLE
LOT NO.
AREA
LOT 1
LOT 2
S.F.
AC.
6685
5815
0.1535
0.1335
TOTAL
12,500
0.2870
W. 33RD AVENUE
J
U
W. 32ND AVENUE
I I Of
u�
PROJECT
W. 30TH AVENUE
J
co z
z co CD co z ai D
w Z w w
z w
w ¢ o U m ¢ m
z z z Z Z z
z W. 29TH AVENUE
CITY CERTIFICATE:
APPROVED THIS DAY OF
WHEAT RIDGE.
ATTEST
CITY CLERK
COMMUNITY DEVELOPMENT DIRECTOR
SURVEYOR'S CERTIFICATE:
W. 28TH AVENUE
VICINITY MAP
SCALE: V-100'
co
J
U
Er
LUz
LU
0
North
CJ
South
BY THE CITY OF
I, CURTIS M. LANDRY, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF
BUSCARELLO LOT LINE ADJUSTMENT 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.
CURTIS M. LANDRY, PL.S. 28275
COUNTY CLERKAND RECORDER'S CERTIFICATE:
ACCEPTED FOR RECORDING IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF
JEFFERSON COUNTY AT GOLDEN, COLORADO
THIS DAY OF
20__.
JEFFERSON COUNTY CLERK AND RECORDER
BY: DEPUTY CLERK
CASE HISTORY:
LLA -20-07
REVISION BLOCK
DESCRIPTION
DATE
INITIAL PREPARATION
12/16/20
1ST REVISION
5/12/21
2ND REVISION
6/15/21
WO#: 1407
DATE: 12/16/20
DRFT: CML
CJ Surveying, LLC.
8879 Miners Drive
Highlands Ranch, CO 80126
303-928-0769
City of
Wheat�dge
COMMUNITY DEVELOPMENT
City of Wheat Ridge Municipal Building 7500 W. 29� Ave.
June 7, 2021
Danny Buscarello
1633 Fillmore Street, Suite 406
Denver, CO 80206
Danny:
Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857
This letter is regarding your application for approval of a lot line adjustment at 3177 Benton Street, on
property zoned Residential -One C (R -1C). I have reviewed your second submittal and have the
following comments. Please also refer to the redlined copies of the draft documents and Engineering
Division comments.
General Comments
1. Comment Responses: Please use the provided Word file of this letter to respond to the subsequent
comments and provide it as part of the third submittal.
2. Your comments' response from the first review states that the patio cover that was attached to the
southside of the detached garage has been demolished. Based on the previously submitted ISP and
the new proposed lot lines, the detached garage would have a 5 -foot southern side setback from
the new lot line, which meets R -1C development standards.
Subdivision Plat
3. Vicinity map:
a. Please make apparent with labels and/or other methods the boundary between the City of
Wheat Ridge and City and County of Denver.
b. Unclear why the arrow pointing to the site is angled. Show as direct arrow instead. See
redlines.
4. Graphic:
a. Please use an even heavier line weight to distinguish the proposed lot lines from existing
lot lines; they are currently very similar and will be too hard to distinguish if the plat is
ever reduced, scanned or photocopied.
b. Please use different typography to differentiate between existing subdivision information
and proposed subdivision information for all lots. For example, bold black text for
proposed or italics for existing and bold for proposed.
c. The symbology for "removed lot line" cannot extend beyond the subdivision boundary.
Use symbology for exiting lot line instead. See redlines.
d. The dashed line symbology used to depict section tie connection is the same as lot line
removed. Use a different symbology, for example dashed lines further spaced apart.
e. In the alley, modify the two labels read "8.00' ALLEY."
f Label Benton Street.
5. Legend:
a. Removed lot line symbol not shown and labelled on legend. Please add.
www.cimheattidge.co.us
For future consideration
6. Plat Recording: Make sure the margins on all sheets meet Jefferson County standards (1" top, 2"
left, '/2" sides and bottom). You will ultimately print the approved plat document on full size (24"
x 36") Mylars and the City will deliver them to the County. Please also ensure that all fonts meet
the minimum font size requirement per Jefferson County as well (1/8" minimum on full size
24"06" sheets). Most of the text on the plat document still does not meet this minimum size
requirement. Please note that your Mylar will be rejected by the County if the size is
insufficient on the Mylar version.
7. Parkland Dedication Fee: All new residential development is subject to parkland dedication
based on the number of new units created. Fees are $2,497.29 per new unit and would be due at
time of building permit, if one is submitted for a new single family on the currently vacant
southern lot.
The application was also sent on referral to other City departments and outside agencies, and there
were no additional comments received.
This concludes the summary of comments. Please make the requested changes to the plat and re-
submit as a .PDF file for final review. If all changes are addressed on the final .PDF version,
applicant may then submit the plat as a Mylar.
Sincerely,
Zareen Tasneem
Planner I
cc: LLA -20-07 case file
Case No. LLA -20-07 / 3177 Benton Lot Line Adjustment
OWNER'S CERTIFICATE:
I, DANNY BUSCARELLO, BEING THE OWNER OF REAL PROPERTY CONTAINING 12,500 SQ.FT. (0.287) ACRES, MORE OR LESS, DESCRIBED
AS FOLLOWS:
LOTS 22 & 23, BLOCK 3, OLINGER GARDENS SUBDIVISION, EXCEPT THE REAR 8 FEET, LOCATED IN THE SOUTHEAST QUARTER OF
SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE STH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF
COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 25, WHENCE THE NORTHWEST CORNER OF
THE SOUTHEAST QUARTER OF SAID SECTION 25 BEARS S 89°41'42" W A DISTANCE OF 2645.71 FEET, SAID LINE FORMING THE BASIS
OF BEARING FOR THIS DESCRIPTION;
THENCE S 89.41'42" W ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER A DISTANCE OF 681.00 FEET;
THENCE S 00.19'43" W ALONG THE EXTENDED EASTERLY LINE OF BLOCK 3 A DISTANCE OF 79.00 FEET TO THE POINT OF BEGINNING;
THENCE CONTINUING ALONG SAID EASTERLY LINE OF BLOCK 3, S 00°19'43" E A DISTANCE OF 100.00';
THENCE S 89°53'36" W A DISTANCE OF 125.00';
THENCE N 00°19'43" W A DISTANCE OF 100.00', WHENCE THE NORTHWEST CORNER OF SAID SOUTHEAST QUARTER BEARS
N 87°51'38" W A DISTANCE OF 1841.42 FEET;
THENCE N 89.53'36" E A DISTANCE OF 125.00' TO THE POINT OF BEGINNING.
CONTAINING 12,500 SQ. FT., (0.2870 ACRES), MORE OR LESS
HAVE LAID OUT, SUBDIVIDED AND PLATTED SAID LAND AS PER THE DRAWING HEREON CONTAINED INTO LOTS AND TRACTS UNDER THE
NAME AND STYLE OF BUSCARELLO 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 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, STORM WATER SYSTEMS AND PIPES, DETENTION PONDS,
STREET LIGHTS AND ALL APPURTENANCES THERETO.
DANNY BUSCARELLO
1633 FILLMORE STREET, SUITE 406
DENVER, COLORADO 80206
STATE OF COLORADO )
) SS
COUNTY OF JEFFERSON)
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF
BY-------------------
WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES:
NOTARY PUBLIC
NORTHWEST CORNER OF
THE SOUTHEAST QUARTER
SECTION 25, T3S, R69W,
TH P.M. J
\
\
\
A.D. 202__.
W.32ND AVE.- 60' R.O.W.
BASIS OF BEARING
S 89°41'42" W 2645.71'
2
ZONING R -1C
e removed lot line cannot
:end beyond the property
undary. Change to existing
ZONING R -1C
#f
M
ZONING R -1C
24
ZONING R -1C
\
POINT OF BEGINNING
NORTHEAST CORNER OF
LOT 23, BLOCK 3,
OLINGER GARDENS SUED.
BUSCARELLO LOT LINE ADJUSTMENT
LOTS 22 & 23, BLOCK 3, OLINGER GARDENS SUBDIVISION, EXCEPT THE REAR 8 FEET,
LOCATED IN THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST
OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
NOTES:
1. THE WORD "CERTIFY" AS SHOWN AND USED HEREON MEANS AN EXPRESSION OF PROFESSIONAL OPINION
REGARDING THE FACTS OF THE SURVEY AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EXPRESSED
OR IMPLIED.
2.DATE OF FIELD WORK: 9/22/18. PER COLORADO REVISED STATUTES SECTION 38-51-106(L) ALL LINEAL
DIMENSIONS DEPICTED ON THIS SURVEY PLAT ARE IN 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.
3.THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY CJ SURVEYING L.L.C. TO DETERMINE OWNERSHIP AND
EASEMENTS OF RECORD.
4.FOR ALL INFORMATION REGARDING EASEMENTS, RIGHT-OF-WAYS, TITLE OF RECORD AND PROPERTY LINES WE
RELIED UPON INFORMATION SUPPLIED BY THE FOUND MONUMENTS AROUND SUBJECT PROPERTY AND BY THE
COUNTY RECORDS.
5.13ASIS OF BEARING FOR THIS SURVEY IS THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 25,
TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN BEARING SOUTH 89.41'42" WEST A
DISTANCE OF 2645.71 FEET. PER CITY OF WHEAT RIDGE DATUM AND MONUMENTED AND DESCRIBED AS SHOWN.
6. NOTICE: ACCORDING TO COLORADO STATE LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY
DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY
ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE
DATE OF THE CERTIFICATION SHOWN HEREON.
7. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT OR LAND
BOUNDARY MONUMENT OR ACCESSORIES, COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO STATE
STATUTE 18-4-508 C.R.S.
8. THE ZONING OF THIS PROPERTY IS R -1C.
9. THE BEARINGS AND DISTANCES SHOWN ON THIS PLAT ARE CONSISTENT WITH THE CURRENT CITY OF WHEAT
RIDGE CONTROL DATUM, WHICH IS DEFINED AS FOLLOWS:
A. THE CURRENT CITY DATUM USED IS A GROUND-BASED MODIFIED FORM OF THE NAD83/92 STATE PLANE
COORDINATE SYSTEM, COLORADO CENTRAL ZONE 0502.
B. VERTICAL DATUM USED IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
C. GROUND TO GRID COMBINED SCALE FACTOR IS 0.99974780300, SCALED FROM BASE POINT PHAC 1 HAVING
THE FOLLOWING NAD83/92 STATE PLANE COORDINATES: PHAC 1 NORTHING 1701258.75, EASTING 3118217.58,
ELEVATION; 5471.62 FEET.
10. THE GEODECTIC POINT COORDINATE DATA SHOWN HEREON HAS BEEN DERIVED FROM 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 POSITIONAL
ACCURANCY STANDARDS OF THE FEDERAL GEODETIC CONTROL SUBCOMMITEE (FGDC -STD-007.2-1998).
POINT OF COMMENCEMENT
NORTHEAST CORNER OF
THE SOUTHEAST QUARTER
SECTION 25, T3S, R69W,
6TH P.M. A
- -S89-41'42"W
T+
/'
/
/
0
o /
n i 1�\V
/
w /
v ib /
1
P
00 ,pA/'I ZONING R -1C
R
v� �-b /
7 �
LEGEND
SECTION CORNER AS DESCRIBED
SET #4 REBAR W/1" CAP LS 28275
1 SET NAIL & 1" BRASS TAG LS 28275
PROPERTY LINE
EXISTING LOT LINE
SECTION LINE
_ PORTION OF EXSTING LOT LINE
HEREBY REMOVED BY THIS PLAT
STREET CENTERLINE
W. 33RD AVENUE
W.32NDAVENUE �n
PROJECT b(
R
Show as a direct D
W. 30T arrow instead. to
71171
F m
z co co CO z co o
w
co z w w
z w
WQ 0 U m Q co
z z z z z z
z W. 29TH AVENUE
W. 28TH AVENUE
VICINITY MAP
SCALE: V-100'
CITY CERTIFICATE:
APPROVED THIS DAY OF
RIDGE.
ATTEST
CITY CLERK
COMMUNITY DEVELOPMENT DIRECTOR
SURVEYOR'S CERTIFICATE:
BY THE CITY OF WHEAT
)undary
!tween Wheat
dge and
rover needs
be shown.
North
CJ
South
I, CURTIS M. LANDRY, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF BUSCARELLO LOT LINE
ADJUSTMENT 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.
CURTIS M. LANDRY, PL.S. 28275
COUNTY CLERKAND RECORDER'S CERTIFICATE:
ACCEPTED FOR RECORDING IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON COUNTY AT
GOLDEN, COLORADO
THIS ___ DAY OF ------------ 20__.
JEFFERSON COUNTY
CLERK AND RECORDER
LOT 1
0
2 3
6685 Sq. Feet
0.1535 Acreston
o
2
BY: DEPUTY CLERK
o ZONING R -1C
ZONING R -1C
o
�
0
O
North
EXISTING LOT LINE
O
HEREBY REMOVED BY
o
THIS PLAT5471' a -
S89053'36"W
o
,p9
N89053 36 E 78.29
C J
S88'5803"W 0 �°'�6
'`p9
34.52
'"
N88'5803E
LOT 2
°'
z
NEW LOT LINE HEREBY 2 2
5815 Sq. Feet
o
o
3
CREATED BY THIS PLAT
0.1335 Acres
N
South
co ZONING R -1C
ZONING R -1C
rn
1
ao
M
20 10 0 20
30.00'-
9-----
SCALE; 1" = 20'
89'53'36" W 125.00'
OS
3
OLINGER
_
GARDENS
LOT DATA TABLE
REVISION
BLOCK
OLINGER GARDENS
DESCRIPTION
DATE
S U B D
LOT N0.
AREA
S U B D
.
S.F.
AC.
CASE HISTORY:
INITIAL PREPARATION
12/16/20
.
2 1
4
LOT
6685
0.1535
LLA -20-07
1ST REVISION
5/12/21
LOT
5815
0.1335
CJ Surveying, LLC.
ZONING R
-1C
ZONING R -1C
WO#: 1407
8879 Miners Drive
TOTAL
12,500
0.2870
DATE: 12/16/20
Highlands Ranch, CO 80126
DRFT: CML
303-928-0769
City of
'Wheatf dge
COMMUNITY DEVELOPMENT
Memorandum
TO: Zareen Tasneem, Planner I
FROM: Dave Brossman, Development Review Engineer
DATE: June 6, 2021
SUBJECT: LLA -20-07 / Buscarello LLA Plat
I have completed the second review of the submittal received on May 27, 2021 of the lot line
adjustment between the two lots that currently comprise the property located at 3177 Benton
Street, and I have the following comments:
Lot Line Adjustment Plat:
1. All previous comments have been adequately addressed. The plat is hereby approved
for Mylar® by Engineering.
Buscarello LLA Review-2.approvalltr.docx
OWNER'S CERTIFICATE:
I, DANNY BUSCARELLO, BEING THE OWNER OF REAL PROPERTY CONTAINING 12,500 SQ.FT. (0.287) ACRES, MORE OR LESS, DESCRIBED
AS FOLLOWS:
LOTS 22 & 23, BLOCK 3, OLINGER GARDENS SUBDIVISION, EXCEPT THE REAR 8 FEET, LOCATED IN THE SOUTHEAST QUARTER OF
SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE STH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF
COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 25, WHENCE THE NORTHWEST CORNER OF
THE SOUTHEAST QUARTER OF SAID SECTION 25 BEARS S 89°41'42" W A DISTANCE OF 2645.71 FEET, SAID LINE FORMING THE BASIS
OF BEARING FOR THIS DESCRIPTION;
THENCE S 89.41'42" W ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER A DISTANCE OF 681.00 FEET;
THENCE S 00.19'43" W ALONG THE EXTENDED EASTERLY LINE OF BLOCK 3 A DISTANCE OF 79.00 FEET TO THE POINT OF BEGINNING;
THENCE CONTINUING ALONG SAID EASTERLY LINE OF BLOCK 3, S 00°19'43" E A DISTANCE OF 100.00';
THENCE S 89°53'36" W A DISTANCE OF 125.00';
THENCE N 00°19'43" W A DISTANCE OF 100.00', WHENCE THE NORTHWEST CORNER OF SAID SOUTHEAST QUARTER BEARS
N 87°51'38" W A DISTANCE OF 1841.42 FEET;
THENCE N 89.53'36" E A DISTANCE OF 125.00' TO THE POINT OF BEGINNING.
CONTAINING 12,500 SQ. FT., (0.2870 ACRES), MORE OR LESS
HAVE LAID OUT, SUBDIVIDED AND PLATTED SAID LAND AS PER THE DRAWING HEREON CONTAINED INTO LOTS AND TRACTS UNDER THE
NAME AND STYLE OF BUSCARELLO 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 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, STORM WATER SYSTEMS AND PIPES, DETENTION PONDS,
STREET LIGHTS AND ALL APPURTENANCES THERETO.
DANNY BUSCARELLO
1633 FILLMORE STREET, SUITE 406
DENVER, COLORADO 80206
STATE OF COLORADO )
) SS
COUNTY OF JEFFERSON)
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF
BY-------------------
WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES:
NOTARY PUBLIC
NORTHWEST CORNER OF
THE SOUTHEAST QUARTER
SECTION 25, T3S, R69W,
TH P.M. J
\
\
\
A.D. 202__.
W.32ND AVE.- 60' R.O.W.
BASIS OF BEARING
S 89°41'42" W 2645.71'
\
ff
24
ZONING R -1C
POINT OF BEGINNING
NORTHEAST CORNER OF
LOT 23, BLOCK 3,
OLINGER GARDENS SUED.
2
ZONING R -1C
LOT NO.
o
0
0
O
2 3
o ZONING R -1C
�
EXISTING LOT LINE
HEREBY REMOVED BY
THIS PLAT5471' e�
,p9
S.F.
LOT 1
6685 Sq. Feet
0.1535 Acres
S8953'36"W
N8905336 E 78.29
O
0
0.1535
0.1335
TOTAL
�
°'
O
'`t
C J
a �
S88'58'03"W
c�
r
N88 58 03'E t'�9
LOT 2
3
z
NEW LOT LINE HEREBY 22
South
5815 Sq. Feet
ZONING R -1C
CREATED BY THIS PLAT
0.1335 Acres
ZONING R -1C
20 10 0
30.00'9-i
00 ZONING R -1C
SCALE; 1" = 20'
I
rn
GARDENS
06
M
4
8.00'
ZONING R -1C
89'53'36"
W
125.00'
OS
3
OLINGER GARDENS
SUBD.
4
21
ZONING R
-1C
ZONING R
-1C
BUSCARELLO LOT LINE ADJUSTMENT
LOTS 22 & 23, BLOCK 3, OLINGER GARDENS SUBDIVISION, EXCEPT THE REAR 8 FEET,
LOCATED IN THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST
OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
NOTES:
1. THE WORD "CERTIFY" AS SHOWN AND USED HEREON MEANS AN EXPRESSION OF PROFESSIONAL OPINION
REGARDING THE FACTS OF THE SURVEY AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EXPRESSED
OR IMPLIED.
2.DATE OF FIELD WORK: 9/22/18. PER COLORADO REVISED STATUTES SECTION 38-51-106(L) ALL LINEAL
DIMENSIONS DEPICTED ON THIS SURVEY PLAT ARE IN 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.
3.THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY CJ SURVEYING L.L.C. TO DETERMINE OWNERSHIP AND
EASEMENTS OF RECORD.
4.FOR ALL INFORMATION REGARDING EASEMENTS, RIGHT-OF-WAYS, TITLE OF RECORD AND PROPERTY LINES WE
RELIED UPON INFORMATION SUPPLIED BY THE FOUND MONUMENTS AROUND SUBJECT PROPERTY AND BY THE
COUNTY RECORDS.
5.BASIS OF BEARING FOR THIS SURVEY IS THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 25,
TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN BEARING SOUTH 89.41'42" WEST A
DISTANCE OF 2645.71 FEET. PER CITY OF WHEAT RIDGE DATUM AND MONUMENTED AND DESCRIBED AS SHOWN.
6. NOTICE: ACCORDING TO COLORADO STATE LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY
DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY
ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE
DATE OF THE CERTIFICATION SHOWN HEREON.
7. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT OR LAND
BOUNDARY MONUMENT OR ACCESSORIES, COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO STATE
STATUTE 18-4-508 C.R.S.
8. THE ZONING OF THIS PROPERTY IS R -1C.
9. THE BEARINGS AND DISTANCES SHOWN ON THIS PLAT ARE CONSISTENT WITH THE CURRENT CITY OF WHEAT
RIDGE CONTROL DATUM, WHICH IS DEFINED AS FOLLOWS:
A. THE CURRENT CITY DATUM USED IS A GROUND-BASED MODIFIED FORM OF THE NAD83/92 STATE PLANE
COORDINATE SYSTEM, COLORADO CENTRAL ZONE 0502.
B. VERTICAL DATUM USED IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
C. GROUND TO GRID COMBINED SCALE FACTOR IS 0.99974780300, SCALED FROM BASE POINT PHAC 1 HAVING
THE FOLLOWING NAD83/92 STATE PLANE COORDINATES: PHAC 1 NORTHING 1701258.75, EASTING 3118217.58,
ELEVATION; 5471.62 FEET.
10. THE GEODECTIC POINT COORDINATE DATA SHOWN HEREON HAS BEEN DERIVED FROM NAD 83 HARN STATE
PLANE COLORADO CENTRAL RIPS 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 POSITIONAL
ACCURANCY STANDARDS OF THE FEDERAL GEODETIC CONTROL SUBCOMMITEE (FGDC -STD-007.2-1998).
POINT OF COMMENCEMENT
NORTHEAST CORNER OF
THE SOUTHEAST QUARTER
SECTION 25, T3S, R69W,
6TH P.M. A
- -S89-41'42"W
T+
/'
/
/
0
o /
/
w /
v ib /
1
P
o ,pA/'I ZONING R -1C
R
v� �-b /
7 �
2
ZONING R -1C
20
LEGEND
SECTION CORNER AS DESCRIBED
SET #4 REBAR W/1" CAP LS 28275
1 SET NAIL & 1" BRASS TAG LS 28275
PROPERTY LINE
EXISTING LOT LINE
SECTION LINE
_ PORTION OF EXSTING LOT LINE
HEREBY REMOVED BY THIS PLAT
STREET CENTERLINE
LOT DATA TABLE
LOT NO.
North
o
O
S.F.
AC.
O
0
0.1535
0.1335
TOTAL
12,500
0.2870
'`t
C J
a �
c�
r
0
3
N
South
ZONING R -1C
20 10 0
30.00'9-i
SCALE; 1" = 20'
I
OLINGER
GARDENS
SUBD.
4
ZONING R -1C
20
LEGEND
SECTION CORNER AS DESCRIBED
SET #4 REBAR W/1" CAP LS 28275
1 SET NAIL & 1" BRASS TAG LS 28275
PROPERTY LINE
EXISTING LOT LINE
SECTION LINE
_ PORTION OF EXSTING LOT LINE
HEREBY REMOVED BY THIS PLAT
STREET CENTERLINE
LOT DATA TABLE
LOT NO.
AREA
LOT 1
LOT 2
S.F.
AC.
6685
5815
0.1535
0.1335
TOTAL
12,500
0.2870
W. 33RD AVENUE
W.32NDAVENUE n
PROJECT
u
W. 30TH AVENUE
J
F m
z co co CO z CO) o
W
w
z w
W co z w
Q 0 U m Q co
z z z z z z
z W. 29TH AVENUE
W. 28TH AVENUE
VICINITY MAP
SCALE: V-100'
CITY CERTIFICATE:
APPROVED THIS DAY OF
RIDGE.
ATTEST
CITY CLERK
COMMUNITY DEVELOPMENT DIRECTOR
SURVEYOR'S CERTIFICATE:
BY THE CITY OF WHEAT
North
CJ
South
I, CURTIS M. LANDRY, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF BUSCARELLO LOT LINE
ADJUSTMENT 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.
CURTIS M. LANDRY, PL.S. 28275
COUNTY CLERKAND RECORDER'S CERTIFICATE:
ACCEPTED FOR RECORDING IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON COUNTY AT
GOLDEN, COLORADO
THIS ___ DAY OF ------------ 20__.
JEFFERSON COUNTY CLERK AND RECORDER
BY: DEPUTY CLERK
CASE HISTORY:
LLA -20-07
REVISION BLOCK
DESCRIPTION
DATE
INITIAL PREPARATION
12/16/20
1ST REVISION
5/12/21
CITY OF WHEAT RIDGE
ENGINEERING DIVISION
APPROVED FOR:
❑ DRAINAGE O SIDEWALK
❑ CURB & GUTTER ❑ STREET
❑ MISCELLANEOUS RiPLAT
COMMENT Approved for Mylar.
H.rl�.a/✓%�'�
06/04/2021
CIVIL ENGINEER
DATE
SUBJECT TO FIELD INSPECTIONS
CITY OF WHEAT RIDGE
ENGINEERING DIVISION
DATE 05/27/2021
RECEIVED 05/27/2021
In Submittal
WO#: 1407
DATE: 12/16/20
DRFT: CML
CJ Surveying, LLC.
8879 Miners Drive
Highlands Ranch, CO 80126
303-928-0769
From Danny Buscarello
1633 Fillmore Street, Suite 406
Denver, CO 80206
Re: Case No. LLA -20-07/3177 Benton Lot Line Adjustment
Dear Zareen Tasneem:
General Comments
1. Comment Responses: Please use the provided Word file of this letter to respond to the
subsequent comments and provide it as part of the second submittal. Noted
2. The plat document formatting and spacing needs to be improved. Certain portions are cramped
together while there is ample white space left in other portions. We suggest referencing our
sample plat document layout when rearranging the context: Noted
https://www.ci.wheatridge.co.us/DocumentCenter/View/574/Plat-Document?bidld=.
3. Subdivision design — The design has been adjusted back to the original design whereby the
garage and the 80 sq ft shed are located back on the northern lot.
a. During the pre -application meeting, the lot line adjustment was proposed such that the
existing garage would be entirely encompassed in the northern lot, a design that staff was
supportive of. Adjusted
b. Staff is not supportive of the design shown on this submittal of the garage encompassed in
the southern lot because it does not meet the intent of the subdivision regulations of
creating a logical lot layout. Noted
i. Based on the Improvement Survey Plat (ISP) submitted, there is an existing
approximately 80 -square foot shed located in the rear of proposed Lot 1 that would
be about 5 feet from the northern side property line and 3 feet from the proposed
southern side property line. Accessory structures in the R- 1C zone district must be
at least 5 feet from the side property line. Therefore, the shed does not meet the
zone district development standards and would create a nonconformity, which we
cannot allow. Adjusted back to northern lot.
ii. In addition, should the future property owner of Lot 1 desire to construct their own
garage (attached or detached) in the future, there is no effective buildable area to
do so in an 18 -foot wide rear yard. Noted
iii. Furthermore, the zoning code does not permit an accessory structure to be located
on a lot with no primary structure: "No accessory building shall be located on a
vacant lot devoid of any primary or main building" (Sec. 26-625.C. La.i.). Noted
c. Please re -design the layout to have the garage back on the northern lot. Adjusted.
d. Based on external communications, it seems that your main goal is to have the southern lot be
marketable for a 2 car, alley loaded garage.
i. If that is the case, we recommend you demolish the patio cover attached to the
southern portion of the existing garage and base the lot line adjustments on
appropriate setbacks from the walls of the garage. Please also consider bulk plane
standards when determining the setbacks. The patio cover has been demolished.
ii. This seems to yield about a 37 -foot wide rear yard on the southern lot, which
should adequately fit a 2 -car garage that meets the R -1C development standards
The rear yard is now approx. 38 -foot wide.
Subdivision Plat
4. We do not accept subdivision names that start with a number. Consider changing the plat title
to `BENTON LOT LINE ADJUSTMENT," `BUSCARELLO LOT LINE ADJUSTMENT," or
something unique. Please use Jefferson County's subdivision search feature first to make sure the
subdivision name is not already taken: Adjusted
https://propertysearch. j effco.us/propertyrecordssearch/subdivision.
5. Owner's Certification:
a. Do you expect to close on the property such that you will be the owner to sign this document?
Please clarify the timing of recording this document and closing to ensure the correct owner is
listed. Yes I intend to close on the property the week of June 1
b. Square footage not required to be stated, delete. See redlines. Alternatively, if you are
choosing to state the square footage of the property, then update text to state "12,500 SQ.FT.
(0.2870 ACRES)." Shown
c. The complete metes and bounds legal description is missing. Added
d. Update the subdivision name with the new name. See redlines. Adjusted
e. While the property address is not required to be shown with the signature line, the address
is incorrect. See redlines. Adjusted
f The year in the notary block is filled in as "2020." Please leave more broadly as "20.11
See redlines. Adjusted
6. The vicinity map provided is not helpful in establishing context. It should include the street
lines and labels for the streets on and adjacent to the project. Subdivision information and section
tie information does not need to be shown in the vicinity map. Consider:
a. Keeping the same scale, Adjusted
b. Setting the extent as Yates Street to Fenton Street and W. 29th Avenue to W. 35th Avenue,
with the boundary between the City of Wheat Ridge and City and County of Denver made
apparent with labels, and Adjusted
c. Replacing with the vicinity map -style shown on the ISP, which is a much cleaner design:
Adjusted
7. City Certification: remove the signature line for the Public Works Director. See redlines.
Please refer to our Subdivision website page for our updated signature blocks. Adjusted
8. Surveyor's Certification:
a. The surveyor's certificate block was digitally signed and stamped on this submittal.
Signature blocks should be left unsigned during review since you will eventually print the
plat on Mylar and all signatories will wet stamp and sign the hard copy. Adjusted
b. Update the subdivision name with the new name. See redlines. Adjusted
9. Graphic:
a. Please use a heavier line weight to distinguish the proposed lot lines from existing lot
lines; they are currently very similar and will be too hard to distinguish if the plat is ever
reduced, scanned or photocopied. Adjusted
b. The Point of Beginning and Point of Commencement are missing. Added
c. The centerline and the distances from the Benton Street ROW centerline to the corners of
the property boundary are missing. Added
d. Staff recommends using different typography to differentiate between existing subdivision
information and proposed subdivision information for all lots. For example, bold gray text
for existing and bold black text for proposed or italics for existing and bold for proposed.
Adjusted
e. The subdivision name, block numbers, and zoning information for all adjacent properties
missing. Please see redlines for zoning information. The original subdivision and block
numbers for the subject property are missing. Added
f Property address information not required to be shown. Please delete. Furthermore, 3153
Benton Street does not officially exist yet as an address and staff advise against using it
until a formal address assignment and notification to agencies is completed. Adjusted
g. Update lot lines based on new lot designs (see Comment #3). Please use "LOT LINE
HEREBY CREATED" labels for new lot lines and "LOT LINE HEREBY REMOVED"
labels for the removed lot lines. Adjusted
h. Please identify set and found property pins. Added
10. Legend:
a. Set pins not shown graphically. Adjusted
b. Please remove the reference to easement lines since they are not being depicted
graphically. See redlines. Adjusted
c. Removed lot line symbol not shown and labelled on legend. Please add. Added
11. Update Case History to list LLA -20-07. See redlines. Added
12. Update lot data table based on new lot designs (see Comment #3). Please rename "LOT
TABLE" to "LOT DATA TABLE." Adjusted
For future consideration
13. Plat Recording: Make sure the margins on all sheets meet Jefferson County standards (1"
top, 2" left, 1/z" sides and bottom). You will ultimately print the approved plat document on full
size (24" x 36") Mylars and the City will deliver them to the County. Please also ensure that all
fonts meet the minimum font size requirement per Jefferson County as well (1/8" minimum on
full size 24"06" sheets). Noted
14. Parkland Dedication Fee: All new residential development is subject to parkland dedication
based on the number of new units created. Fees are $2,497.29 per new unit and would be due at
time of building permit, if one is submitted for a new single family on the currently vacant
southern lot. Noted
OWNER'S CERTIFICATE:
I, DANNY BUSCARELLO, BEING THE OWNER OF REAL PROPERTY CONTAINING 12,500 SQ.FT. (0.287) ACRES, MORE OR LESS, DESCRIBED
AS FOLLOWS:
LOTS 22 & 23, BLOCK 3, OLINGER GARDENS SUBDIVISION, EXCEPT THE REAR 8 FEET, LOCATED IN THE SOUTHEAST QUARTER OF
SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE STH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF
COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 25, WHENCE THE NORTHWEST CORNER OF
THE SOUTHEAST QUARTER OF SAID SECTION 25 BEARS S 89°41'42" W A DISTANCE OF 2645.71 FEET, SAID LINE FORMING THE BASIS
OF BEARING FOR THIS DESCRIPTION;
THENCE S 89.41'42" W ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER A DISTANCE OF 681.00 FEET;
THENCE S 00.19'43" W ALONG THE EXTENDED EASTERLY LINE OF BLOCK 3 A DISTANCE OF 79.00 FEET TO THE POINT OF BEGINNING;
THENCE CONTINUING ALONG SAID EASTERLY LINE OF BLOCK 3, S 00°19'43" E A DISTANCE OF 100.00';
THENCE S 89°53'36" W A DISTANCE OF 125.00';
THENCE N 00°19'43" W A DISTANCE OF 100.00', WHENCE THE NORTHWEST CORNER OF SAID SOUTHEAST QUARTER BEARS
N 87°51'38" W A DISTANCE OF 1841.42 FEET;
THENCE N 89.53'36" E A DISTANCE OF 125.00' TO THE POINT OF BEGINNING.
CONTAINING 12,500 SQ. FT., (0.2870 ACRES), MORE OR LESS
HAVE LAID OUT, SUBDIVIDED AND PLATTED SAID LAND AS PER THE DRAWING HEREON CONTAINED INTO LOTS AND TRACTS UNDER THE
NAME AND STYLE OF BUSCARELLO 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 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, STORM WATER SYSTEMS AND PIPES, DETENTION PONDS,
STREET LIGHTS AND ALL APPURTENANCES THERETO.
DANNY BUSCARELLO
1633 FILLMORE STREET, SUITE 406
DENVER, COLORADO 80206
STATE OF COLORADO
) SS
COUNTY OF JEFFERSON)
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS ____DAY OF --------- A.D. 202__.
BY-------------------
WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES:
NOTARY PUBLIC
NORTHWEST CORNER OF
THE SOUTHEAST QUARTER
SECTION 25, T3S, R69W,
TH P.M. J
\
\
\
\
W.32ND AVE.- 60' R.O.W.
BASIS OF BEARING
S 89°41'42" W 2645.71'
2
ZONING R -1C
ZONING R -1C
m
m
ZONING R -1C
24
ZONING R -1C
\
POINT OF BEGINNING
NORTHEAST CORNER OF
LOT 23, BLOCK 3,
OLINGER GARDENS SUED.
BUSCARELLO LOT LINE ADJUSTMENT
LOTS 22 & 23, BLOCK 3, OLINGER GARDENS SUBDIVISION, EXCEPT THE REAR 8 FEET,
LOCATED IN THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST
OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
1. THE WORD "CERTIFY" AS SHOWN AND USED HEREON MEANS AN EXPRESSION OF PROFESSIONAL OPINION
REGARDING THE FACTS OF THE SURVEY AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EXPRESSED
OR IMPLIED.
2.DATE OF FIELD WORK: 9/22/18. PER COLORADO REVISED STATUTES SECTION 38-51-106(L) ALL LINEAL
DIMENSIONS DEPICTED ON THIS SURVEY PLAT ARE IN 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.
3.THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY CJ SURVEYING L.L.C. TO DETERMINE OWNERSHIP AND
EASEMENTS OF RECORD.
4.FOR ALL INFORMATION REGARDING EASEMENTS, RIGHT-OF-WAYS, TITLE OF RECORD AND PROPERTY LINES WE
RELIED UPON INFORMATION SUPPLIED BY THE FOUND MONUMENTS AROUND SUBJECT PROPERTY AND BY THE
COUNTY RECORDS.
5.13ASIS OF BEARING FOR THIS SURVEY IS THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 25,
TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN BEARING SOUTH 89.41'42" WEST A
DISTANCE OF 2645.71 FEET. PER CITY OF WHEAT RIDGE DATUM AND MONUMENTED AND DESCRIBED AS SHOWN.
6. NOTICE: ACCORDING TO COLORADO STATE LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY
DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY
ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE
DATE OF THE CERTIFICATION SHOWN HEREON.
7. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT OR LAND
BOUNDARY MONUMENT OR ACCESSORIES, COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO STATE
STATUTE 18-4-508 C.R.S.
8. THE ZONING OF THIS PROPERTY IS R -1C.
9. THE BEARINGS AND DISTANCES SHOWN ON THIS PLAT ARE CONSISTENT WITH THE CURRENT CITY OF WHEAT
RIDGE CONTROL DATUM, WHICH IS DEFINED AS FOLLOWS:
A. THE CURRENT CITY DATUM USED IS A GROUND-BASED MODIFIED FORM OF THE NAD83/92 STATE PLANE
COORDINATE SYSTEM, COLORADO CENTRAL ZONE 0502.
B. VERTICAL DATUM USED IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
C. GROUND TO GRID COMBINED SCALE FACTOR IS 0.99974780300, SCALED FROM BASE POINT PHAC 1 HAVING
THE FOLLOWING NAD83/92 STATE PLANE COORDINATES: PHAC 1 NORTHING 1701258.75, EASTING 3118217.58,
ELEVATION; 5471.62 FEET.
10. THE GEODECTIC POINT COORDINATE DATA SHOWN HEREON HAS BEEN DERIVED FROM 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 POSITIONAL
ACCURANCY STANDARDS OF THE FEDERAL GEODETIC CONTROL SUBCOMMITEE (FGDC -STD-007.2-1998).
POINT OF COMMENCEMENT
NORTHEAST CORNER OF
THE SOUTHEAST QUARTER
SECTION 25, T3S, R69W,
6TH P.M. A
TS89 -41'42"W - -
681.00' /'
/
/
0
o /
r` i 1�\V
/
w /
v ib /
1
P
00 ,pA/'I ZONING R -1C
R
v� �-b /
i
LEGEND
SECTION CORNER AS DESCRIBED
SET #4 REBAR W/1" CAP LS 28275
1 SET NAIL & 1" BRASS TAG LS 28275
PROPERTY LINE
EXISTING LOT LINE
SECTION LINE
PORTION OF EXSTING LOT LINE
HEREBY REMOVED BY THIS PLAT
STREET CENTERLINE
W. 33RD AVENUE
W.32NDAVENUE n
PROJECT
u
W. 30TH AVENUE Ci
J
F m
z (n co CO z co o
W
co z w w
z w
W w w U m
z z z z z z
z W. 29TH AVENUE
CITY CERTIFICATE:
APPROVED THIS DAY OF
RIDGE.
ATTEST
CITY CLERK
COMMUNITY DEVELOPMENT DIRECTOR
SURVEYOR'S CERTIFICATE:
W. 28TH AVENUE
VICINITY MAP
SCALE: V-100'
MAYOR
BY THE CITY OF WHEAT
North
CJ
South
I, CURTIS M. LANDRY, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF BUSCARELLO LOT LINE
ADJUSTMENT 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.
CURTIS M. LANDRY, PL.S. 28275
COUNTY CLERKAND RECORDER'S CERTIFICATE:
ACCEPTED FOR RECORDING IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON COUNTY AT
GOLDEN, COLORADO
THIS ___ DAY OF -----------, 20__.
JEFFERSON COUNTY
CLERK AND RECORDER
LOT 1
0
2 3
6685 Sq. Feet
0.1535 Acreston
o
2
BY: DEPUTY CLERK
o ZONING R -1C
ZONING R -1C
o
�
0
0
North
EXISTING LOT LINE
O
HEREBY REMOVED BY
0
THIS PLAT5471' a
S89053'36"W
p
N89053 36 E 78.29
14
"W
C J
S88'58'03
0 �°'�6
'`p9
34.52
N88'58'03"E
LOT 2
z
NEW LOT LINE HEREBY 2 2
5815 Sq. Feet
o
0
3
CREATED BY THIS PLAT
0.1335 Acres
N
South
co ZONING R -1C
ZONING R -1C
rn
1
ao
M
20 10 0 20
30.00'-
2
SCALE; 1" = 20'
89'53'36" W 125.00'
OS
3
OLINGER
_
GARDENS
LOT DATA TABLE
REVISION
BLOCK
OLINGER GARDENS
DESCRIPTION
DATE
S U B D
LOT N0.
AREA
S U B D
.
S.F.
AC.
CASE HISTORY:
INITIAL PREPARATION
12/16/20
.
2 1
4
LOT
6685
0.1535
LLA -20-07
1ST REVISION
5/12/21
LOT
5815
0.1335
CJ Surveying, LLC.
ZONING R
-1C
ZONING R -1C
WO#: 1407
8879 Miners Drive
TOTAL
12,500
0.2870
DATE: 12/16/20
Highlands Ranch, CO 80126
DRFT: CML
303-928-0769
City of
Wheatjdge
COMMUNITY DEVELOPMENT
City of Wheat Ridge Municipal Building 7500 W. 29� Ave.
January 11, 2021
Danny Buscarello
1633 Fillmore Street, Suite 406
Denver, CO 80206
Danny:
Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857
This letter is regarding your application for approval of a lot line adjustment at 3177 Benton Street, on
property zoned Residential -One C (R -1C). I have reviewed your first submittal and have the following
comments. Please also refer to the redlined copies of the draft documents, Engineering Division
comments, and materials provided by the utility districts.
General Comments
1. Comment Responses: Please use the provided Word file of this letter to respond to the subsequent
comments and provide it as part of the second submittal.
2. The plat document formatting and spacing needs to be improved. Certain portions are cramped
together while there is ample white space left in other portions. We suggest referencing our
sample plat document layout when rearranging the context:
httns://www.ci.wheatridge.co.us/DocumentCenter/View/574/Plat-Document?bidld=.
3. Subdivision design
a. During the pre -application meeting, the lot line adjustment was proposed such that the
existing garage would be entirely encompassed in the northern lot, a design that staff was
supportive of.
b. Staff is not supportive of the design shown on this submittal of the garage encompassed in
the southern lot because it does not meet the intent of the subdivision regulations of
creating a logical lot layout.
i. Based on the Improvement Survey Plat (ISP) submitted, there is an existing
approximately 80 -square foot shed located in the rear of proposed Lot 1 that would
be about 5 feet from the northern side property line and 3 feet from the proposed
southern side property line. Accessory structures in the R- 1C zone district must be
at least 5 feet from the side property line. Therefore, the shed does not meet the
zone district development standards and would create a nonconformity, which we
cannot allow.
ii. In addition, should the future property owner of Lot 1 desire to construct their own
garage (attached or detached) in the future, there is no effective buildable area to
do so in an 18 -foot wide rear yard.
iii. Furthermore, the zoning code does not permit an accessory structure to be located
on a lot with no primary structure: "No accessory building shall be located on a
vacant lot devoid of any primary or main building" (Sec. 26-625.C. La.i.).
c. Please re -design the layout to have the garage back on the northern lot.
www.cimheattidge.co.us
d. Based on external communications, it seems that your main goal is to have the southern
lot be marketable for a 2 -car, alley -loaded garage.
i. If that is the case, we recommend you demolish the patio cover attached to the
southern portion of the existing garage and base the lot line adjustments on
appropriate setbacks from the walls of the garage. Please also consider bulk plane
standards when determining the setbacks.
ii. This seems to yield about a 37 -foot wide rear yard on the southern lot, which
should adequately fit a 2 -car garage that meets the R -1C development standards.
Subdivision Plat
4. We do not accept subdivision names that start with a number. Consider changing the plat title to
"BENTON LOT LINE ADJUSTMENT," `BUSCARELLO LOT LINE ADJUSTMENT," or
something unique. Please use Jefferson County's subdivision search feature first to make sure the
subdivision name is not already taken:
httys://provertvsearch.jeffco.us/provertvrecordssearch/subdivision.
5. Owner's Certification:
a. Do you expect to close on the property such that you will be the owner to sign this
document? Please clarify the timing of recording this document and closing to ensure the
correct owner is listed.
b. Square footage not required to be stated, delete. See redlines. Alternatively, if you are
choosing to state the square footage of the property, then update text to state "12,500
SQ.FT. (0.2870 ACRES)."
c. The complete metes and bounds legal description is missing.
d. Update the subdivision name with the new name. See redlines.
e. While the property address is not required to be shown with the signature line, the address
is incorrect. See redlines.
f The year in the notary block is filled in as "2020." Please leave more broadly as "20.11
See redlines.
6. The vicinity map provided is not helpful in establishing context. It should include the street lines
and labels for the streets on and adjacent to the project. Subdivision information and section tie
information does not need to be shown in the vicinity map. Consider:
a. Keeping the same scale,
b. Setting the extent as Yates Street to Fenton Street and W. 29ffi Avenue to W. 35ffi Avenue,
with the boundary between the City of Wheat Ridge and City and County of Denver made
apparent with labels, and
c. Replacing with the vicinity map -style shown on the ISP, which is a much cleaner design:
Case No. LLA -20-07 / 3177 Benton Lot Line Adjustment
7. City Certification: remove the signature line for the Public Works Director. See redlines. Please
refer to our Subdivision website page for our updated signature blocks.
8. Surveyor's Certification:
a. The surveyor's certificate block was digitally signed and stamped on this submittal.
Signature blocks should be left unsigned during review since you will eventually print the
plat on Mylar and all signatories will wet stamp and sign the hard copy.
b. Update the subdivision name with the new name. See redlines.
9. Graphic:
a. Please use a heavier line weight to distinguish the proposed lot lines from existing lot
lines; they are currently very similar and will be too hard to distinguish if the plat is ever
reduced, scanned or photocopied.
b. The Point of Beginning and Point of Commencement are missing.
a The centerline and the distances from the Benton Street ROW centerline to the corners of
the property boundary are missing.
d. Staff recommends using different typography to differentiate between existing subdivision
information and proposed subdivision information for all lots. For example, bold gray text
for existing and bold black text for proposed or italics for existing and bold for proposed.
e. The subdivision name, block numbers, and zoning information for all adjacent properties
missing. Please see redlines for zoning information. The original subdivision and block
numbers for the subject property are missing.
f Property address information not required to be shown. Please delete. Furthermore, 3153
Benton Street does not officially exist yet as an address and staff advises against using it
until a formal address assignment and notification to agencies is completed.
g. Update lot lines based on new lot designs (see Comment #3). Please use "LOT LINE
HEREBY CREATED" labels for new lot lines and "LOT LINE HEREBY REMOVED"
labels for the removed lot lines.
h. Please identify set and found property pins.
10. Legend:
a. Set pins not shown graphically.
b. Please remove the reference to easement lines since they are not being depicted
graphically. See redlines.
c. Removed lot line symbol not shown and labelled on legend. Please add.
11. Update Case History to list LLA -20-07. See redlines.
12. Update lot data table based on new lot designs (see Comment #3). Please rename "LOT TABLE"
to "LOT DATA TABLE."
For future consideration
13. Plat Recording: Make sure the margins on all sheets meet Jefferson County standards (1" top, 2"
left, 1/2" sides and bottom). You will ultimately print the approved plat document on full size (24"
x 36") Mylars and the City will deliver them to the County. Please also ensure that all fonts meet
the minimum font size requirement per Jefferson County as well (1/8" minimum on full size
24"06" sheets).
14. Parkland Dedication Fee: All new residential development is subject to parkland dedication
based on the number of new units created. Fees are $2,497.29 per new unit and would be due at
time of building permit, if one is submitted for a new single family on the currently vacant
southern lot.
Case No. LLA -20-07 / 3177 Benton Lot Line Adjustment
The application was also sent on referral to other City departments and outside agencies. Attached are
the comments that were received.
Wheat Ridge Engineering Division: See attached letter and redlines from Dave Brossman, dated
January 11, 2021.
Wheat Ridge Water District: No comments received.
Wheat Ridge Sanitation District: See attached letter from Bill Willis, dated December 22, 2020.
West Metro Fire District: See attached letter from Bruce Kral, dated December 29, 2020.
Xcel Energy: No apparent conflict. See attached letter from Donna George, dated January 8, 2021.
Comcast: No comments received.
Century Link: No conflict.
City and County of Denver: No comments received.
This concludes the summary of comments. Please re -submit the plat as a .pdf file. The plat shall also
be resubmitted as a .dwg file. For questions or clarification on any comments, feel free to directly
contact me or Dave Brossman.
Sincerely,
Zareen Tasneem
Planner I
cc: LLA -20-07 case file
Case No. LLA -20-07 / 3177 Benton Lot Line Adjustment
bdivision name
3 1 J3 « LOT LINE ADJUSTMENT
OWNER'S CERTIFICATE:
I, DANNY BUSCARELLO, BEING THE OWNER OF REAL PROPERTY CONTAINING 12,588 Se+ . 0.2870 ACRES, MORE OR LESS, DESCRIBED AS FOLLOWS:
LOTS 22 & 23, BLOCK 3, OLINGER GARDENS SUBDIVISION, EXCEPT THE REAR 8 FEET, LOCATED IN THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 3
SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO.
HAVE LAID OUT, SUBDIVIDED AND PLATTED SAID LAND AS PER THE DRAWING HEREON CONTAINED INTO LOTS AND TRACTS UNDER THE NAME AND STYLE OF
Updateonew 4I_4 41�� BENT -9N STREET B9VISG, A SUBDIVISION OF A PART OF THE CITY OF WHEAT RIDGE, COLORADO AND BY THESE PRESENTS DO DEDICATE TO
subdivision name 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, STORM WATER SYSTEMS AND PIPES,
DETENTION PONDS, STREET LIGHTS AND ALL APPURTENANCES THERETO.
DANNY BUSCARELLO
3177 BENSON STREET Wrong address
WHEAT RIDGE, COLORADO 80033
STATE OF COLORADO )
) SS
COUNTY OF JEFFERSON)
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS ---- DAY OF
BY
------------------
WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES:
NOTARY PUBLIC
NORTHWEST CORNER OF
THE SOUTHEAST QUARTER
SECTION 25, T3S, R69W,
TH P. M.
� V
ZONING: R-1 C
2
ZONING: R -1C
161
ZONING R -1C
A.D. zea 20_
W.32ND AVE.- 60' R.O.W.
BASIS OF BEARING
S 89'41'42" W 2645.71'
ZONING: R -1C
41
ZONING: R -1C
4'
W
o
LOT NO.
w
LOT 1
LOT 2
S.F.
AC.
0)6/
O
P
TOTAL
12,500
0/
0
0
O
0
O
1
N
3
z
o_
O
W
Z
d
Ujc) 1..1..1
o
W
0
o�
N
o
o
co
N
Z
00
ZONING: R -1C
OR
M
S
24
Z 1-7� QLENTGN STAIT/lAl CT
,_;I i i .
LOT 1
235167 Sq. Feet
0.119 Acres
ZONED R -1C
N 89053'36" E
���CAITG
LOT 2
227333 Sq. Feet
0.168 Acres
ZONED R -1C
21
W 125.
- - - - - - S89 -41'42"W
681.00'
r
LOTS 22 & 23, BLOCK 3, OLINGER GARDENS SUBDIVISION, EXCEPT THE REAR 8 FEET,
LOCATED IN THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST
OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
O
r-
LOT NO.
w
LOT 1
LOT 2
S.F.
AC.
0)6/
O
P
TOTAL
12,500
0/
O
1
VJrr�^
o
O
z
o_
O
W
Z
d
Ujc) 1..1..1
o
W
0
N
This vicinity map
needs to be
redone. See
comment letter for
suqqestions.
LEGEND
SECTION CORNER AS DESCRIBED
Not shown SET #4 REBAR W/1" CAP LS 28275
grahically SET NAIL & 1" BRASS TAG IS 28275
PROPERTY LINE
No easements EXISTING LOT LINE
proposed. Delete. PROPOSED EASEMENT LINE
ROAD CENTERLINE
SECTION LINE
NORTHEAST CORNER OF
THE SOUTHEAST QUARTER
SECTION 25, T3S, R69W,
6TH P.M. q
V
i
ZONING: R -1C
ZONING: R -1C
Prke7►11►Eel 1:45i[0
North
CJ
South
20 10 0
LOT TABLE
LOT NO.
AREA
LOT 1
LOT 2
S.F.
AC.
5167
7333
0.1186
0.1684
TOTAL
12,500
0.2670
SCALE: 1" = 20'
Removed lot line symbol not listed and labeled
20
CASE HISTORY:
M6 NX 2e
LLA -20-07
REVISION BLOCK
DESCRIPTION
DATE
INITIAL PREPARATION
12/16/20
1ST REVISION
PT. NO. 16909
IN: 703194.06
- W. 32NDAVE.
-
N 89'4142' E 2645.71'
BASIS OF BEARING
PT. NO. 16901
N: 703208.15
E:123740.48 i E:126386.15
C1/4 COR S25, `1N E1/4 COR S25,
T3S, R69W, 6TH P.M.0 7J N i T3S, R69W, 6TH P.M.
FND 3.25' ALUM CAP i FND 3.25" ALUM CAP IN
IN RANGE BOX LS 28279 RANGE BOX LS 29421
1986 Q 2001
CO I_ J
U)Itoo, 0 mm
M
Z N W. 29TH AVE. z '" Q
3 W .� 0
• m�
=
lo SE 1/4 �rw
SEC 25 scn z
01
Z T. 3 S., R. 69 W. U)
i
PT. NO. 16981 PT. NO. 16973
IN: 700556.42 IN: 700571.77
E:123755.16 E:126401.27
i
S1/4 COR S25, SE COR S25,
T3S, R69W, 6TH P.M. T3S, R69W, 6TH P.M.
FND FND
RANGE2BOXALSMCAP 14158 IN W. 26TH AVE. RANGE2BOXALUM CAP LS 249491N
- - - — - - — - _S_gV!0 _W__2W.16' _ 2006 -
VICINITY MAP41
SCALE: 18= 500'
NOTES:
1. THE WORD "CERTIFY" AS SHOWN AND USED HEREON MEANS AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THE
FACTS OF THE SURVEY AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EXPRESSED OR IMPLIED.
2. DATE OF FIELD WORK: 9/22/18. PER COLORADO REVISED STATUTES SECTION 38-51-106(L) ALL LINEAL DIMENSIONS
DEPICTED ON THIS SURVEY PLAT ARE IN 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.
3. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY CJ SURVEYING L.L.C. TO DETERMINE OWNERSHIP AND EASEMENTS
OF RECORD.
4. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHT-OF-WAYS, TITLE OF RECORD AND PROPERTY LINES WE RELIED UPON
INFORMATION SUPPLIED BY THE FOUND MONUMENTS AROUND SUBJECT PROPERTY AND BY THE COUNTY RECORDS.
5. BASIS OF BEARING FOR THIS SURVEY IS THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 3
SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN BEARING SOUTH 89'41'42" WEST A DISTANCE OF 2645.71 FEET.
PER CITY OF WHEAT RIDGE DATUM AND MONUMENTED AND DESCRIBED AS SHOWN.
6. NOTICE: ACCORDING TO COLORADO STATE LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN
THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON
ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN
HEREON.
7. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT OR LAND BOUNDARY
MONUMENT OR ACCESSORIES, COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO STATE STATUTE 18-4-508 C.R.S.
8. THE ZONING OF THIS PROPERTY IS R -1C.
9. THE BEARINGS AND DISTANCES SHOWN ON THIS PLAT ARE CONSISTENT WITH THE CURRENT CITY OF WHEAT RIDGE CONTROL
DATUM, WHICH IS DEFINED AS FOLLOWS:
A. THE CURRENT CITY DATUM USED IS A GROUND-BASED MODIFIED FORM OF THE NAD83/92 STATE PLANE COORDINATE
SYSTEM, COLORADO CENTRAL ZONE 0502.
B. VERTICAL DATUM USED IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
C. GROUND TO GRID COMBINED SCALE FACTOR IS 0.99974780300, SCALED FROM BASE POINT PHAC 1 HAVING THE
FOLLOWING NAD83/92 STATE PLANE COORDINATES: PHAC 1 NORTHING 1701258.75, EASTING 3118217.58, ELEVATION;
5471.62 FEET.
10. THE GEODECTIC POINT COORDINATE DATA SHOWN HEREON HAS BEEN DERIVED FROM NAD 83 HARN STATE PLANE
COLORADO CENTRAL RIPS 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 POSITIONAL ACCURANCY STANDARDS OF THE
FEDERAL GEODETIC CONTROL SUBCOMMITEE (FGDC -STD-007.2-1998).
CITY CERTIFICATE:
APPROVED THIS DAY OF , BY THE CITY OF WHEAT RIDGE.
ATTEST
CITY CLERK MAYOR
COMMUNITY DEVELOPMENT DIRECTOR
DIRFr�ou vvvnna Update to new
subdivision name
SURVEYOR'S CERTIFICATE:
I, CURTIS M. LANDRY, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF 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. gym.
CURTIS M. LANDRY, PL.S. 28275
off` pD0L/�F�
d
282755 as
COUNTY CLERKAND RECORDER'S CERTIFICATE:``
ACCEPTED FOR RECORDING IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON COUNTY AT GOLDEN, COLORADO THIS
DAY OF ------------ 20__.
JEFFERSON COUNTY CLERK AND RECORDER
BY: DEPUTY CLERK
CJ Surveying, LLC.
WO#: 1407 8879 Miners Drive
DATE: 12/16/20 Highlands Ranch, CO 80126
DRFT: CML 303-928-0769
433 S. Allison Parkway
Lakewood, CO 80226
Bus: (303) 989-4307
Fax: (303) 989-6725
www.westmetrofire.org
West Metro Fire Protection District
December 29, 2020
Zareen Tasneem
Planner I
7500 W. 29th Avenue
Wheat Ridge, Colorado 80033
Office Phone: 303-235-2852
Aasneem@ci.wheatridge.co.us
Re: Case No. LLA -20-07 (3177 Benton Street) Lot Line Adjust
Dear Ms. Tasneem,
This property is within the West Metro Fire Protection District (WMFPD). Fire service will be provided
as long as provisions of the International Fire Code, 2018 edition, including amendments, are met in
development.
Fire code compliant access must be maintained for all existing and future properties.
Permits are required from the fire district for the new building, all work on automatic fire protection
systems, all work on automatic fire detection systems, underground fire line, solar photovoltaic systems,
radio amplification, and for the storage of hazardous materials.
WMFPD reserves the right to provide additional comments/requirements if plans are submitted and
reviewed per applicable codes and amendments. If you have any questions contact me at 303-989-4307
extension 513 or e-mail: bkralg_westmetrofire.org.
Respectfully,
Bruce Kral
Fire Marshal
"Whatever It Takes"... To Serve
./�AMAULT MARTIN/MARTIN
00000"CONSULTING CONSULTING ENGINEERS
December 22, 2020
Zareen Tasneem
7500 W. 29th Avenue
Wheat Ridge, Colorado 80033
303-235-2852
Email: ztasneem@ci.wheatridge.co.us
Re: Wheat Ridge Sanitation District -3177 Benton St.
Martin/Martin, Inc Project No.: 17.0633
Dear Ms. Tasneem,
On behalf of the Wheat Ridge Sanitation District (WRSD), Martin/Martin Inc., acting as the District's Consulting
Engineer, offers the following in response to the site plan received December 21, 2020, concerning a proposed lot line
adjustment at the above referenced address. The Wheat Ridge Sanitation District has no objections with the proposed
development conditional on the items identified herein are fully addressed. The following are general requirements for
sanitary sewer service. Rules, Regulations and Standards of the District must be complied with at all times.
The subject lot appears to be entirely within the service and boundary area of the Wheat Ridge Sanitation District.
Treatment of sewage generated within the Wheat Ridge Sanitation District is provided by Metro Wastewater
Reclamation District.
The district will require a submittal and review of Lot 22 (new lot 2) once a new house is planned for on the southern
lot. Please be aware that if the existing 3 -car garage receives any water or has sanitary drains, the garage can not be
connected to the existing Lot 23 (new lot 1) residence and is subject to standard District requirements and fees.
Existing District Sanitary Sewer Mainline(s)
Wheat Ridge Sanitation District has the following sanitary sewer mains in the vicinity of the proposed property:
• 8 -inch mainline running north to south, west of the referenced property within the alley.
It appears the property may be serviced by gravity flow; however, the owner/developer is responsible for determining
horizontal locations and vertical depths of the existing sanitary sewer main(s) and potential conflicting utilities, to verify
if service and gravity flow is feasible or if a private individual sewage ejector (lift station) is required. The issuance of a
sewer tap permit by the District does not in any way guarantee that the property can be served by gravity flow. No
underdrain or storm sump pump connections to District facilities are allowed.
Any questions regarding this document, please contact us at (303) 431-6100.
Sincerely,
Bill Willis, PE
Cc: Mike Bakarich —Wheat Ridge Sanitation District
MARTIN/MARTIN, INC.
12499 WEST COLFAX AVENUE
LAKEWOOD, COLORADO 80215
MAIN 303.431.6100
MARTINMARTIN.COM
Xcel EnergysM
PUBLIC SERVICE COMPANY
January 8, 2021
City of Wheat Ridge Community Development
7500 West 29th Avenue
Wheat Ridge, CO 80033
Attn: Zareen Tasneem
Re: Benton Lot Line Adjustment, Case # LLA -20-07
Right of Way & Permits
1123 West 3'tl Avenue
Denver, Colorado 80223
Telephone: 303.571.3306
Facsimile 303.571.3284
donna.l.george@xcelenergy.com
Public Service Company of Colorado's (PSCo) Right of Way & Permits Referral Desk
has reviewed the Benton Lot Line Adjustment plat and has no apparent conflict.
The property owner/developer/contractor must complete the application process for any
new natural gas or electric service, or modification to existing facilities via
xcelenergV.com/InstallAndConnect. It is then the responsibility of the developer to
contact the Designer assigned to the project for approval of design details. Additional
easements may need to be acquired by separate document for new facilities.
Donna George
Right of Way and Permits
Public Service Company of Colorado dba Xcel Energy
Office: 303-571-3306 — Email: donna.l.george@xcelenergy.com
City of
'Wheatf dge
COMMUNITY DEVELOPMENT
Memorandum
TO: Zareen Tasneem, Planner I
FROM: Dave Brossman, Development Review Engineer
DATE: January 11, 2021
SUBJECT: LLA -20-07 / Buscarello LLA Plat
I have completed the first review of the submittal received on December 21, 2020 of the lot line
adjustment between the two lots that currently comprise the property located at 3177 Benton
Street, and I have the following comments:
Lot Line Adjustment Plat:
1. The current plat title is not acceptable; rename the plat title to "BUSCARELLO LOT
LINE ADJUSTMENT" or something similar.
2. The Legal Description needs to have a metes and bounds portion with section ties, as
required per Sec. 26-410 of the Municipal Code of Laws.
3. Please show the Point of Commencement and True Point of Beginning on the graphic
corresponding to the metes and bounds legal description.
4. The new lot line being created need to be identified on the graphic.
5. Need to show the Lot line portion (with distance) that's being removed, and also
include the linetype in the Legend.
6. Please remove the PW Director signature block as he no longer signs plats.
Buscarello LLA Review-l.ltr.docx
Please rename the plat title to "BUSCARELLO LOT LINE ADJUSTMENT"
or something similar.
Z2TTC1d" A DLA T fA
OWNER'S CERTIFICATE: LOTS 22 & 23, BLOCK 3, OLINGER GARDENS SUBDIVISION, EXCEPT THE REAR 8 FEET,
LOCATED IN THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST
I, DANNY BUSCARELLO, BEING THE OWNER OF REAL PROPERTY CONTAINING 12,500 SQ.FT. 0.2870 ACRES, MORE OR LESS, DESCRIBED AS FOLLOWS: OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
LOTS 22 & 23, BLOCK 3, OLINGER GARDENS SUBDIVISION, EXCEPT THE REAR 8 FEET, LOCATED IN THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 3
SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO, SUBORDINATELY AND FURTHER DESCRIBED AS:
BUSCARELLO LOT LINE ADJUSTMENT COMMENCING AT THE [NE or NW] CORNER OF SECTION 25, THENCE.... Please include a metes and bounds portion
HAVE LAID OUT, DIVIDED AND PLATTED SAID LAND AS PER THE DRAWING HEREON CONTAINED INTO LOTS AND TRACTS UNDER THE NAME AND STYLE OF with section ties for the legal as required per
8i 58 "" 'T _TRrlrT SHBBPA619H, 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 THOSE MUNICIPALLY OWNED AND/OR MUNICIPALLY FRANCHISED UTILITIES AND SERVICES THOSE PORTIONS OF REAL PROPERTY Sec. 26-410 of the Municipal Code of Laws.
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, STORM WATER SYSTEMS AND PIPES,
DETENTION PONDS, STREET LIGHTS AND ALL APPURTENANCES THERETO.
DANNY BUSCARELLO
3177 BENSON STREET
WHEAT RIDGE, COLORADO 80033
STATE OF COLORADO )
) SS
COUNTY OF JEFFERSON)
0
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS ---- DAY OF .........
2021 A.D. 2020
BY
WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES:
NOTARY PUBLIC
Please show the Point of Commencement and True
Point of Beginning on the graphic corresponding to
the metes and bounds legal description.
NORTHWEST CORNER OF
THE SOUTHEAST QUARTER
SECTION 25, T3S, R69W,
TH P.M. W. 32 N D AVE.- (� V 0 ' R . O . W.
BASIS OF BEARING S89 -41'42"W
S 89'41'42" W 2645.71' 681.00'
The new lot line being created need
to be identified on the graphic.
2
(Need to show the Lot line portion (with distance)
that's being removed, and also include the
linetvne in the Leeend.
161
M
2
NEW LOT LINES
HEREBY CREATED
BY THIS PLAT
o�
o P
co L
N R
24
3177 BENTON ST.
4' LOT 1
1w2 3 5167 Sq. Feet
0.119 Acres
ii. ZONED R -1C
ZE
N 89053'36" E
CION OEXISTING 3153 BENTON ST.
LINE HEREBYEREBY
OVED BY THIS PLATL,� LOT 2
227333 Sq. Feet
0.168 Acres
ZONED R -1C
S 89'53'36" W 125.
21
r
0
r-
LOT NO.
AREA
LOT 1
LOT 2
v
��h
0)6/
0
P
�1
TOTAL
12,500
0/
O
O
U)
o
o
z
o_
O
w
e
Z
d
LUT_o 1..1..1
W
0
N
NORTHEAST CORNER OF
THE SOUTHEAST QUARTER
SECTION 25, T3S, R69W,
6TH P.M. q
V
i
North
CJ
South
20 10 0
LOT TABLE
LOT NO.
AREA
LOT 1
LOT 2
S.F.
AC.
5167
7333
0.1186
0.1684
TOTAL
12,500
0.2670
SCALE: 1' = 20'
20
LEGEND
SECTION CORNER AS DESCRIBED
SET #4 REBAR W/1" CAP LS 28275
1� SET NAIL & 1" BRASS TAG LS 28275
PROPERTY LINE
EXISTING LOT LINE
PROPOSED EASEMENT LINE
ROAD CENTERLINE
SECTION LINE
_ PORTION OF EXISTING LOT LINE
HEREBY REMOVED BY THIS PLAT
CASE HISTORY:
MS—XX-20
REVISION BLOCK
DESCRIPTION
DATE
INITIAL PREPARATION
12/16/20
1ST REVISION
PT. NO. 16909
IN: 703194.06
- W. 32NDAVE_-
N 89'4142' E 2645.71'
BASIS OF BEARING
PT. NO. 16901
IN: 703208.15
E:123740.48 i E:126386.15
C1 /4 COR S25, `1N E1/4 COR S25,
f77
T3S, R69W, 6TH P.M. 0 i T3S, R69W, 6TH P.M.
FND 3.25" ALUM CAP i FND 3.25" ALUM CAP IN
IN RANGE BOX LS 28279 RANGE BOX LS 29421
1986 Q 2001
CO J
U)Itoo, 0 mm
M
Z ' W. 29TH AVE. z '" Q
3 W .� 0
• m�
=lo SE 1/4 �rw
SEC 25 s z
Z T. 3 S., R. 69 W.
i
PT. NO. 16981 PT. NO. 16973
IN: 700556.42 IN: 700571.77
E:123755.16 E:126401.27
i
S1/4 COR S25, SE COR S25,
T3S, R69W, 6TH P.M. T3S, R69W, 6TH P.M.
FND RANGE2BOXALSMCAP 14158 IN FND W. 26TH AVE. RANGE2BOXALUM CAP LS 249491N
- - - — - - — - _S3M!DY_W__2W.16' _ 2006 -
VICINITY MAP41 Iq
SCALE: 1'= 500'
NOTES:
1. THE WORD "CERTIFY" AS SHOWN AND USED HEREON MEANS AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THE
FACTS OF THE SURVEY AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EXPRESSED OR IMPLIED.
2. DATE OF FIELD WORK: 9/22/18. PER COLORADO REVISED STATUTES SECTION 38-51-106(L) ALL LINEAL DIMENSIONS
DEPICTED ON THIS SURVEY PLAT ARE IN 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.
3. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY CJ SURVEYING L.L.C. TO DETERMINE OWNERSHIP AND EASEMENTS
OF RECORD.
4. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHT—OF—WAYS, TITLE OF RECORD AND PROPERTY LINES WE RELIED UPON
INFORMATION SUPPLIED BY THE FOUND MONUMENTS AROUND SUBJECT PROPERTY AND BY THE COUNTY RECORDS.
5. BASIS OF BEARING FOR THIS SURVEY IS THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 3
SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN BEARING SOUTH 89'41'42" WEST A DISTANCE OF 2645.71 FEET.
PER CITY OF WHEAT RIDGE DATUM AND MONUMENTED AND DESCRIBED AS SHOWN.
6. NOTICE: ACCORDING TO COLORADO STATE LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN
THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON
ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN
HEREON.
7. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT OR LAND BOUNDARY
MONUMENT OR ACCESSORIES, COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO STATE STATUTE 18-4-508 C.R.S.
8. THE ZONING OF THIS PROPERTY IS R -1C.
9. THE BEARINGS AND DISTANCES SHOWN ON THIS PLAT ARE CONSISTENT WITH THE CURRENT CITY OF WHEAT RIDGE CONTROL
DATUM, WHICH IS DEFINED AS FOLLOWS:
A. THE CURRENT CITY DATUM USED IS A GROUND—BASED MODIFIED FORM OF THE NAD83/92 STATE PLANE COORDINATE
SYSTEM, COLORADO CENTRAL ZONE 0502.
B. VERTICAL DATUM USED IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
C. GROUND TO GRID COMBINED SCALE FACTOR IS 0.99974780300, SCALED FROM BASE POINT PHAC 1 HAVING THE
FOLLOWING NAD83/92 STATE PLANE COORDINATES: PHAC 1 NORTHING 1701258.75, EASTING 3118217.58, ELEVATION;
5471.62 FEET.
10. THE GEODECTIC POINT COORDINATE DATA SHOWN HEREON HAS BEEN DERIVED FROM NAD 83 HARN STATE PLANE
COLORADO CENTRAL RIPS 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 POSITIONAL ACCURANCY STANDARDS OF THE
FEDERAL GEODETIC CONTROL SUBCOMMITEE (FGDC —STD -007.2-1998).
CITY CERTIFICATE:
APPROVED THIS DAY OF , BY THE CITY OF WHEAT RIDGE.
ATTEST
CITY CLERK MAYOR
CITY OF WHEAT RIDGE
COMMUNITY DEVELOPMENT DIRECTOR ENGINEERING DIVISION
DATE 12/21/2020
Please remove the PW Director
�1SE6T8 B signature block as he no longer RECEIVED 12/21/2020
signs plats. 1st Submittal
SURVEYOR'S CERTIFICATE:
I, CURTIS M. LANDRY, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF 3153 & 3177 BENTON STREET SUBDIVISION 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. _111m
e,ORpD........ LIEF
V� •�,`�S M. yso
28275 `' a
CURTIS M. LANDRY, PL.S. 28275
COUNTY CLERKAND RECORDER'S CERTIFICATE:``
ACCEPTED FOR RECORDING IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON COUNTY AT GOLDEN, COLORADO THIS
DAY OF ------------ 20__.
JEFFERSON COUNTY CLERK AND RECORDER
BY: DEPUTY CLERK
CJ Surveying, LLC.
WO#: 1407 8879 Miners Drive
DATE: 12/16/20 Highlands Ranch, CO 80126
DRFT: CML 303-928-0769
♦6 A♦
City of
WheatlRidge
CommuNLTy DEVELOPMENT
Community Development
7500 West 29th Avenue
Wheat Ridge, Colorado 80033
Ph: 303.235.2846 Fax: 303.235.2857
Community Development Referral Form
Date Mailed: December 21, 2020 Response Due: January 8, 2021
The Wheat Ridge Community Development Department has received a request for approval of a lot
line adjustment at 3177 Benton Street.
No response from you will constitute having no objections or concerns regarding this proposal.
Case No.: LLA -20-07 / 3177 Benton Lot Line Adjustment
Request: The applicant is requesting a lot line adjustment between the two lots that currently make up
3177 Benton Street. Presently, the main structure (i.e. house) sits on the northern lot with a
Scar garage straddling both lots in the rear yard, adjacent to the alley. The proposed lot line
adjustment would result in the existing garage fully encompassed in just one lot. The total site
area is 12,500 square feet (0.287 acres).
The property is zoned Residential -One C (R-1 C), which allows for small lot single-family
detached homes. Once the lot line adjustment is finalized, the applicant anticipates
development of a new single-family residential home in the southern lot.
Please respond to this request in writing regarding your ability to serve the property. Please specify
any new infrastructure needed or improvements to existing infrastructure that will be required. Include
any easements that will be essential to serve the property as a result of this development. Please
detail the requirements for development in respect to your rules and regulations. If you need further
clarification, contact the case manager:
Case Manager: Zareen Tasneem
Phone: 303.235.2852 Email: ztasneem@ci.wheatridge.co.us Fax: 303.235.2857
DISTRIBUTION:
Wheat Ridge Water District
Wheat Ridge Sanitation District
West Metro Fire Protection District
Xcel Energy
Century Link
Comcast Cable
Wheat Ridge Engineering Division
City and County of Denver
Vicinity Map
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NOTE: Land use applications must be
6 t 41 submitted BY APPOINTMENT with a
jCII)' Of planner- Incomplete applications eenot
Wheat -Midge be accepted—rcm fcr submittal checklists.
LAND USE CASE PROCESSING APPLICATION
Community Development Department
7500 West 29th Avenue • Wheat Ridge, CO 80033 • Phone (303) 235-2846
(Please print or type all information)
Address, City, State,
Address, City, State, Zip
Contact pTildtt DUJLk2Mo
Address, City, State, Zip
Email
Email
Phonel-:20 oA6.33484 Email ckm bol(eaAax •rte
Jbc person listed as contact will be contacted to answer questions regarding this application, provide additional information when necessary, post
public hearing signs, will receive a copy of the staff report prior to Public Bearing, and shall be responsible for forwarding all verbal and written
communication to applicant and owner.)
Location of request (address):3}&u Iw/i nl() 353 I�j® ITaI l �•
r
Type of action requested (check one or more of the actions listed below which pertain to your request):
O Change of Zone or Zone Conditions O Special Use Permit
O Planned Development (ODP, SDP) O Conditional Use Permit
O Planned Building Group O Site Plan
O Temporary Use, Building, Sign O Concept Plan
O Variance/Waiver (from Section 26-`J O Right of Way Vacation
Detailed description of request:
O Subdivision — specify type:
O Administrative (up to 3 lots)
O Minor (4 or 5 lots)
O Major (6 or more lots)
Other: L-oT Lime �!-t• l
"W
Stw4bivtslout OL4N-r
I ccrtify that the it formation and exhibits herewith submitter/ are true and correc the best of my knowledge and that in
filing this application, / am acting with the know a and consent of those its listed above, without whose consent
the requester/ action cannot laitf Illy be accon lis ed. Apph an other t I t1'nes nuns! submit potter -of -attorney
from the owner which approved of this ac i I 17 I
Notarized Signature of Applicant
State of C
County of } ss
Tltp,tpregoiggAstrument (L sl rocessine AnDlicationl was acknowledged by me thisi Sk c�ay of � � 20 d
by
To be filled out by staff:
Date received 12-23-2020
Comp Plan Design.
Related Case No.
Assessor's Parcel No. 39-254-03-002
Size (acres or sq0) 13.300 sq ft
x.v ian2oro
My commission expires
Fee S
Receipt No.
Pre -App Mtg. Date 10-22-2020
Current Zoning R-1 C
Proposed Zoning
DANIELA VASQUEZ
NOTARY PUBLIC - STATE OF COLORADO
/ /' RY ID 20184044588
alk{ =N EXPIRES NOV 16, 2022
Case No. EEA -20-07
Quarter Section Map SE25
Case Manager Tasneem
Current Use Singe Family Home
Proposed Use
Process No Adjust Results Wed Dec 09 17:01:00 2020
Coordinate File:
Closure Results
Starting Point 212: N 703625.176 E 127629.975 Z 0.000
Ending Point 216: N 703625.176 E 127629.975 Z 0.000
Azimuth Of Error: 90°00'00"
North Error : 0.00000
East Error : 0.00000
Vertical Error : -0.00000
Hz Dist Error : 0.00000
Sl Dist Error : 0.00000
Traverse Lines : 4
SideShots :0
Store Points : 1
Horiz Dist Traversed: 450.000
Slope Dist Traversed: 450.000
Closure Precision: 1 in 9999999
Starting Point 212: N 703625.176 E 127629.975 Z 0.000
Point Horizontal Vertical Slope Northing Fasting Elev
No. Angle Angle Dist
Description
213
N90.00OOE 0.0000
125.000 703625.176
127754.975 0.000
else
214
S0.0700E 0.0000
100.000 703525.176
127755.178 0.000
else
215
S90.00OOW 0.0000
125.000 703525.176
127630.179 0.000
else
216
N0.0700W 0.0000
100.000 703625.176
127629.975 0.000
else
Sideshots
Process No Adjust Results Wed Dec 09 16:59:22 2020
Coordinate File:
Closure Results
Starting Point 80: N 703371.013 E 127749.848 Z 0.000
Ending Point 86: N 703371.013 E 127749.848 Z 0.000
Azimuth Of Error: 214°29'04"
North Error :-0.00001
East Error :-0.00000
Vertical Error : -0.00000
Hz Dist Error :0.00001
Sl Dist Error :0.00001
Traverse Lines : 6
SideShots :0
Store Points : 1
Horiz Dist Traversed: 350.169
Slope Dist Traversed: 350.169
Closure Precision: 1 in 39922977.1
Starting Point 80: N 703371.013 E 127749.848 Z 0.000
Point Horizontal Vertical Slope Northing Fasting Elev
No. Angle Angle Dist
Description
81 S0.1943E 0.0000 50.000 703321.013 127750.135 0.000
close
82 S89.5336W 0.0000 90.475 703320.845 127659.660 0.000
close
83 N1.0157W 0.0000 31.838 703352.677 127659.086 0.000
close
84 S88.5803W 0.0000 34.137 703352.062 127624.955 0.000
close
85 NO. 1943W 0.0000 18.718 703370.780 127624.848 0.000
close
86 N89.5336E 0.0000 125.001 703371.013 127749.848 0.000
close
Sideshots
Process No Adjust Results Wed Dec 09 16:57:15 2020
Coordinate File:
Closure Results
Starting Point 90: N 703271.014 E 127750.422 Z 0.000
Ending Point 96: N 703271.014 E 127750.422 Z 0.000
Azimuth Of Error: 34°29'04"
North Error : 0.00001
East Error : 0.00000
Vertical Error : -0.00000
Hz Dist Error :0.00001
Sl Dist Error :0.00001
Traverse Lines : 6
SideShots :0
Store Points : 1
Horiz Dist Traversed: 412.734
Slope Dist Traversed: 412.734
Closure Precision: 1 in 47055975.7
Starting Point 90: N 703271.014 E 127750.422 Z 0.000
Point Horizontal Vertical Slope Northing Fasting Elev
No. Angle Angle Dist
Description
91 S89.5336W 0.0000 125.001 703270.781 127625.421 0.000
close
92 N0.1943W 0.0000 81.283 703352.062 127624.955 0.000
close
93 N88.5803E 0.0000 34.137 703352.677 127659.086 0.000
close
94 S1.0157E 0.0000 31.838 703320.845 127659.660 0.000
close
95 N89.5336E 0.0000 90.475 703321.013 127750.135 0.000
close
96 S0.1943E 0.0000 50.000 703271.014 127750.422 0.000
close
Sideshots
Rev 6/2020
City of
WhcatP,jdgc
COMMUNITY DEVELOPMENT
Submittal Checklist: Subdivision
Project Name:
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Project Location:
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Application Contents:
The following items represent a complete subdivision application. This submittal checklist
applies to all types of plat applications, including major, minor, and administrative subdivision
plats. Please contact a staff planner with any questions about your specific application.
1. Completed, notarized landa application form
_2. Application fee 'jo & rfduvr0C7?
✓3. Signed submittal checklist (this document)
✓4. Proof of ownership—e.g. deed
✓5� Written authorization from property owner(s) if an agent acts on behalf of the owner(s)
_6. Mineral rights certification form—required for plats are reviewed at a public hearing "A
_7. Commitment for title insurance—required for all major and minor subdivisions and right-
of-way dedications
Written request and description of the proposal
_9. Geodetic Surveying Requirements for Final Plats checklist—completed & signed by
surveyor NA -
_10. Closure sheet for the exterior boundary and for all individual lots—boundary must close
within a limit of 1:50,000
_11. Subdivision plat
Two (2) full size paper copies (24" x 36") (confirm with case manager if required) NA -
One (1) reduced size paper copy (11" x 17") (confirm with case manager ifrequiredk44_
_ AutoCAD .dwg file format—confirm acceptable version with city staff NA -
_12. Civil documents, if required 14-
_13. Exhibit and deed for right-of-way dedication prepared by surveyor—only required if partial
/.'right-of-way is being dedicated by separate document tM-
1! 14. Electronic (Adobe .pdo files of all submittal documents—these may be provided via
email, Dropbox/Drive links, CD, or USB flash drive
Form and content of Subdivision Plat:
Project information
1. Title of document - centered at top of page "[Subdivision Name] Located in the _ 1/4
Section, Township 3 South, Range 69 West of the 6th Principal Meridian..."
_2. Complete metes and bounds legal description compliant with Geodetic Surveying
Requirements:
_a. On Current City Datum (ground-based modified form of NAD83/92 (NAD83
HARN) State Plane coordinate system)
_b. Includes section ties to Section corners, Quarter Section corners, or to City of
Wheat Ridge Permanent High Accuracy Control (PHAC) points
_3. Basis of bearing statement
— 4. Small scale vicinity map - with north arrow and scale
5. Name/Address/Phone number(s) of architect, engineer, or surveyor associated with the
project
Community Development Department • (303) 235-2846 • www.ci.wheatridge.co.us
_6. Certification blocks – including for surveyor, owner, City, and County (see cover items
handout)
7. Standard easement notes (see cover items handout)
8. Ownership/unified control statement, if applicable
9. Dedicatory statement, if applicable
_10. Data table with total area of site and area of individual lots (in square feet and acres)
_11. Case history box and date of preparation
Graphical information
12. Graphical representation of the property boundary corresponds with the legal description
_13. Point of Beginning and Point of Commencement are shown
_14. Monument information – including City -based monument identification number and
coordinates on Current City Datum
_15. Existing and proposed lot lines, with appropriate information:
a. Include distances and bearings on Current City Datum
_b. Round all distances to the nearest 0.01 -foot and all angular measurements to the
nearest second
_b. Provide the arc length, chord length, chord bearing, central angle, and radius for
all curves
_d. Show lot lines as "Hereby [created/removed] by this plat"
_16. Existing and proposed street right-of-way, with appropriate information:
_a. Include all adjacent ROW widths and distances from ROW centerline to corners
of subject property boundary
_b. Show right-of-way dedications as "Hereby dedicated by this plat"
_17. Existing and proposed easements
a. Show location, purpose, and dimensions of all easements
_b. Distances and bearings shall be consistent with the Current City Datum
_18. Location and dimensions of public dedication/reservation, if any
_19. Subdivision name, lot and block numbers, and zoning for adjacent properties – all
adjoining parcels not previously platted are shown as "UNPLATTED"
— 20. Legend, north arrow, and scale – scale not to exceed 1 "= 100'
21. Section ties to a minimum of two (2) property corners are included
22. NOS/NGS Statement of Accuracy included
23. All Set & Found property pins are identified
24. All encroachments or gaps have been clearly identified including any necessary note(s)
_25. All lineal units are shown as being in U.S. SURVEY FEET
_26. A description of the Current City Datum is included (refer to Geodetic Surveying
Requirements)
_27. Location of the 100 -year floodplain (if applicable)
_28. The sheet margins are 2" on the left, 1" on top, and 1/2" on sides
Additional information which may be required:
Depending on the size, scope, and complexity of the request additional documents may be
required. The submission of these documents will be discussed during the pre -application
meeting. This includes, but is not limited to, the following documents (Adobe .pdf file is
required):
_1. Traffic study
_2. Trip Generation Study
_3. Drainage Letter & Plan
— 4. Drainage, Grading, and Erosion Control Plan
_5. Final Drainage Report & Plan
— 6. Conceptual utility plans – required to gauge the appropriateness of proposed easements
_7. Street sections – required to gauge the appropriate widths of ROW dedications and
access easements
8. Soils Report
9. Engineering plans which detail construction of all public improvements
10. Development Covenant Agreement
11. Phase I Environmental Assessment
12. Complete set of construction drawings
13. Improvement Survey Plat
14. Improvement Location Certificate
_15. Site Plan
_16. HOA Covenants – required for subdivisions where HOA is required by City, to be
submitted prior to building permit
_17. Subdivision Improvement Agreement – template to be provided by staff, exhibits to be
provided by applicant
As applicant for this project, I hereby ensure)*pt all of the above requirements have been included with
this submittal. 1 fully understand that if any n of the items listed on this checklist has been excluded,
the documents will NOT be dis buted fo i review. In addition, 1 understand that in the event any
revisions need to/� made a r e se n (2"") full review, 1 will be subject to the applicable resubmittal
fee. "Ohl. , I , F
Name (ple*e print)
Date: 12
Phone: 0-(0,7
Lots 22 and 23, Block 3, OLINGER GARDENS,
Except the rear B feet of said lots.
according to Plat Book 3, page 30,
with aU Its appurtenances and warrarrt(s) the title to the same• subject to general taxes for
the year 1974 and subsequent years, and except zoning regulations, reservations,
restrictions and easements of record, if any,
Signed thls 11th a y, of April 19 74
';: -SPATE OF COLORADO
S
Q
Recorded at o'clock—M.,
Reeoption No 634077
_1LVa
11th day of April
-' 19'74by "-- Keith M. Sadler
w.y s�mmksWn.exPirrs �,,,. t3 .197%
�t 73`<lAlemnaer®G�do:IL
3+ •
KEITH H. SAUCER
YYur rvYx
SLATE OF COI
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whose address is 1098 Garrison Street
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Canty of Jefferson
Colorado for rhe
and State of t:,
eons[dera0on of U ca
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a corporation.
"ty =
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THIRTY NINE THOUSAND AND 10/100ths - - -
- - - DoUms,
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In bond paid, hereby sell(s) and convey(s) to
ZE
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Ri[HARo...4._SADfR.and..J.DAHNA..M._.GAGEB.--'---.--.--•.------
Ii
.. whose address is
11
3177 Benton Street
County of Jefferson and State of (:
Colorado -in joint tenancy',
the following mal property situate
in the County of Jefferson
nod State of Colorado• ta-wiC
j
Lots 22 and 23, Block 3, OLINGER GARDENS,
Except the rear B feet of said lots.
according to Plat Book 3, page 30,
with aU Its appurtenances and warrarrt(s) the title to the same• subject to general taxes for
the year 1974 and subsequent years, and except zoning regulations, reservations,
restrictions and easements of record, if any,
Signed thls 11th a y, of April 19 74
a.ur neu,
am Wer 1YCin 1YLY,m Y{i.104,.L MM MiIWm MYMb
Celaaaae 1PIN
CNICa0:1 CaCOYI
•Y atl Y„q Y M YYN. Wa, W ,l,u YM W MYIw an71`111.11INSVaAMCa AMt
';: -SPATE OF COLORADO
" county or Jefferson
' i'1He'fortxpjng''hutrumont was edmowledged before me this
11th day of April
-' 19'74by "-- Keith M. Sadler
w.y s�mmksWn.exPirrs �,,,. t3 .197%
fjnm.lily l nna and dlftdal seal
-
YYur rvYx
SLATE OF COI
. as
Canty -f=_1
The foregoing instrument was adurowledged before me this
day of
19 by
as President
.
and
as Secretary of
a corporation.
My commiaion expires .19
Witness my hand and of tial seal.
a.ur neu,
am Wer 1YCin 1YLY,m Y{i.104,.L MM MiIWm MYMb
Celaaaae 1PIN
CNICa0:1 CaCOYI
•Y atl Y„q Y M YYN. Wa, W ,l,u YM W MYIw an71`111.11INSVaAMCa AMt
12/10/2020
To the Community Development Department at the City of Wheat Ridge.
We authorize Daniel R. Buscarello to represent us as our agent in the subdivision
of the two lots at 3153 and 3177 Benton Street, Wheat Ridge, CO 80214.
Regards,
2d�C)
Richard D. Gager Date
Joanna M. Gager Date
The City of Wheat Ridge 7500 W. 29th Ave. Wheat Ridge, CO 80088 303-234-5900
Receipt CDB024076
Receipt Code: CDB024076
Operator Code: TODEAN
Receipt Date: 12/23/202012:29 PM
Receipt Total: $300.00
Received From: ZONING APPLICATION FEES
Distributions
Source Source Account Payment
Description escription
FMSD Distribution Code Payment ZONING APPLICATION FEES $300.00
LAND USE APP FEE
Money
Description . Amount Fee Total
VISAI 05671 AUTH CODE: 86192803 1 $300.00 1 $0.00 1 $300.00 1
I .1V, City of
��Wh6atWdfye
BLIC WORKS
TITLE OF PLAT:
Notice to Surveyor:
Geodetic Surveying
Requirements for Final Plats
Initial each item as completed. This form shall accompany the Final Plat submittal.
CML 1. All distances for the above referenced Plat are shown using (ground) modified State Plane
measurements (U.S. survey feet rounded to the nearest 0.01') consistent with the Current City
Datum, AND the following datum information is shown on the Final Plat:
a. The Current City Datum Coordinate System used is a ground-based modified form of the
NAD83/92 State Plane Coordinate System, Colorado Central Zone 0502.
b. Vertical Datum used is the North American Vertical Datum of 1988 (NAVD88).
c. Ground to Grid Combined Scale Factor is 0.99974780300, scaled from base point PHAC 1
(Permanent High Accuracy Control Point #1) having the following NAD83/92 State Plane
CML coordinates: PHAC 1: Northing: 1701258.75, Easting: 3118217.58, Elevation: 5471.62.
2. Modified State Plane coordinates consistent with the Current City Datum are shown on the Final
Plat to the nearest one-hundredth of a foot (0.01') for all property boundary corners, angle
point(s), and for all point(s) of curvature/tangency.
CML 3. The following curve data for the site boundary, and for all lot lines and easement boundaries,
shall be shown on the Final Plat. All angular measurements shall be to the nearest second and all
distances to the nearest 0.01':
a. Arc length.
b. Chord length.
c. Chord bearing.
d. Central angle (delta).
CML e. Radius.
4. The Section Tie control points shall be on the Current City Datum and shown using (ground)
modified State Plane distances and bearings with the Latitude/Longitude and modified State
Plane coordinates shown per City of Wheat Ridge published values. All associated property
boundary corners shall be in modified State Plane values consistent with the Current City
Datum; a minimum of two (2) property boundary corners of the site shall be tied to any of the
three (3) following control point types within the City of Wheat Ridge network:
a. Section corners.
b. Quarter -section corners.
CML c. City of Wheat Ridge Permanent High Accuracy Control (PHAC) points.
5. A Basis of Bearing Statement shall be shown specifying the two (2) City of Wheat Ridge
monuments selected to establish the modified State Plane (Current City Datum) bearings used
for the Plat. Specify the City monument identification number, the Current City Datum
coordinates and the Latitude/Longitude for each of the two monuments used for the Basis of
Bearing, and show the modified State Plane distances and bearings between them.
Rev 11/12
CML 6. The following information is included on the Plat for all monuments used:
a. The City -based monument identification number.
b. Modified State Plane coordinates on the Current City Datum (as supplied by the City).
CML b.
Provide one (1) 24"X 36" paper copy on the Current City Datum as listed on this Plat, with all
bearings relative to the Current City Datum Basis of Bearing, and all coordinates relative to said
Current City Datum.
CML 8. Two digital files of the Final Plat positioned correctly on the Current City Datum have been
provided with the Plat submittal as follows:
a. One (1) file in the currently acceptable version of AutoCAD DWG format (please
contact the Department of Public Works at 303.235.2861 for version info).
b. One (1) file in Adobe PDF format.
CML 9. A Closure Report showing the error of closure for the platted area was provided with the plat
submittal. The error of closure shall not exceed 1:50,000 for all linear and angular (bearing)
measurements per Section 26-407-D of the City of Wheat Ridge Municipal Code of Laws.
CML 10. The following statement is included on the plat: "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
CML Technology. "
11. Per C.R.S. 38-52-106, the Final Plat shall contain a Statement of Accuracy, as defined by the
National Ocean Survey/National Geodetic Survey, used to derive the coordinates shown on the
Final Plat.
The form of the Statement of Accuracy shall be:
The geodetic point coordinate data shown herein has been derived from the NAD 83
BARN State Plane Colorado Central FITS 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).
I hereby acknowledge all the above requirements have been addressed in a full and complete
manner.
CURTIS LANDRY
Surveyor Name (Please Print) Surveyor Signature
CJ SURVEYING, LLC 11/26/20
Firm Date
For information pertaining to Section and Quarter Corner information, PHAC points, benchmarks, or for
general City surveying monumentation information, please visit the City of Wheat Ridge website at:
www.ci.wheatridee.co.us
Or contact the Department of Public Works, Engineering Division at 303.235.2861.
Rev 11/12
Land Use Application
December 14, 2020
RE: 3153 and 3177 Benton Street, Wheatridge, CO 80214
To Whom It May Concern,
I am under contract to purchase this property with a closing date of February 1,
2021. According to research done with Fidelity National Title Company and
correspondence with Stephanie Stevens from the City of Wheatridge, there is no
evidence of a property merger covenant which would have combined lots 22 and
23 in to one lot. Therefore, the property as it currently exists is 2 separate lots.
My intention is to take possession as 2 separate lots with 2 separate legal
descriptions and separate addresses. Ending up with 2 separate addresses is
important as I will be doing a 1031 exchange on one of the properties.
However, the complication is that the current owners, Richard and Joanna Gager,
built a large 3 car garage over the property line of the 2 lots. Stephanie Stevens
indicated in an email on July 17th that the best way to resolve t his situation is by a
"lot line adjustment/administrative subdivision plat" that would revise the
property lines to accommodate the garage. This would make the rear portion of
lot 22 slightly smaller, yet still within conforming zone codes. Please see attached
Improvement Survey Plat.
Thank you for your consideration.
Best regards,
Danny Buscarello
3153 & 3177 BENTON STREET LOT LINE ADJUSTMENT
OWNER'S CERTIFICATE:
, DANNY BUSCARELLO, BEING THE OWNER OF REAL PROPERTY CONTAINING 12,500 SQ.FT. 0.2870 ACRES, MORE OR LESS, DESCRIBED AS FOLLOWS
LOTS 22 & 23, BLOCK 3, OLINGER GARDENS SUBDIVISION, EXCEPT THE REAR 8 FEET, LOCATED IN THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 3
SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO.
HAVE LAID OUT, SUBDIVIDED AND PLATTED SAID LAND AS PER THE DRAWING HEREON CONTAINED INTO LOTS AND TRACTS UNDER THE NAME AND STYLE OF
3153 & 3177 BENTON STREET SUBDIVISION, 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 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, STORM WATER SYSTEMS AND PIPES,
DETENTION PONDS, STREET LIGHTS AND ALL APPURTENANCES THERETO.
DANNY BUSCARELLO
3177 BENSON STREET
WHEAT RIDGE, COLORADO 80033
STATE OF COLORADO )
) SS
COUNTY OF JEFFERSON)
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS ---- DAY OF
BY
WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES:
NOTARY PUBLIC
A.D. 2020
LOTS 22 & 23, BLOCK 3, OLINGER GARDENS SUBDIVISION, EXCEPT THE REAR 8 FEET,
LOCATED IN THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST
OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
NORTHWEST CORNER OF
THE SOUTHEAST QUARTER
SECTION 25, T3S, R69W,
TH P.M. W. 32 N D AVE.- (� V 0 ' R . O . W.
BASIS OF BEARING S89041'42"W
S 89'41'42" W 2645.71' 681.00'
\
\
\
\
0.1186
0.1684
\
\
12,500
\
\
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\
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o
w
/
1 �
24
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64�/
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\ 89'53'36" E 125.00'
/
iV
-
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06
1 3177 BENTON ST.
O
88'58'03" E 34.14' LOT 1 a
Cfl
2
w 2 3 5167 Sq. Feet C3
0.119 Acres i°
••
ZONED R-1CLfi
r
V
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N
0
z
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N 89053'36" E 90.48'
w
Z
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3153 BENTON ST.
LU
Z
N LOT 2
o
m
3
°° 2 2 7333 Sq. Feet
0.168 Acres
N
ZONED R -1C
S 89'53'36" W 125.
4 1 21
NORTHEAST CORNER OF
THE SOUTHEAST QUARTER
SECTION 25, T3S, R69W,
6TH P.M. q
V /
/
North
CJ
South
20 10 0
LOT TABLE
LOT NO.
AREA
LOT 1
LOT 2
S.F.
AC.
5167
7333
0.1186
0.1684
TOTAL
12,500
0.2670
SCALE: 1" = 20'
20
LEGEND
SECTION CORNER AS DESCRIBED
SET #4 REBAR W/1" CAP LS 28275
1� SET NAIL & 1" BRASS TAG LS 28275
— PROPERTY LINE
EXISTING LOT LINE
---- PROPOSED EASEMENT LINE
ROAD CENTERLINE
- — SECTION LINE
CASE HISTORY:
MS -XX -20
REVISION BLOCK
DESCRIPTION
DATE
INITIAL PREPARATION
12/16/20
1ST REVISION
PT. NO. 16909
IN: 703194.06
W. 32ND AVE.
N 89'41'42' E 2645.71' FE
BASIS OF BEARING
PT. NO. 16901
IN: 703208.15
I
E123740.48 E:126386.15
:
C1/4 COR S25, `1N E1/4 COR S25,
T3S, R69W, 6TH P.M.0 7J i T3S, R69W, 6TH P.M.
FND 3.25' ALUM CAP 1 FND 3.25" ALUM CAP IN
IN RANGE BOX LS 28279 RANGE BOX LS 29421
1986 Q 2001
CO J
MIto 0 �m
M
Z ' W. 29TH AVE. z '" Q
�3 w o
=
. m� lo SE 1/4 I.;
SE
SEC 25 cn s z
Z T. 3 S., R. 69 W. I m
i
PT. NO. 16981 PT. NO. 16973
IN: 700556.42 IN: 700571.77
E:123755.16 E:126401.27
i
S1/4 COR S25, SE COR S25,
T3S, R69W, 6TH P.M. T3S, R69W, 6TH P.M.
FND FND
RANGE2BOXALSMCAP 14158 IN W. 26TH AVE. RANGE2BOXALUM CAP LS 249491N
- - - — - - — - _S3M!DY_W__2W.16' _ 2006 -
VICINITY MAP41 Iq
SCALE: 1'= 500'
NOTES:
1. THE WORD "CERTIFY" AS SHOWN AND USED HEREON MEANS AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THE
FACTS OF THE SURVEY AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EXPRESSED OR IMPLIED.
2. DATE OF FIELD WORK: 9/22/18. PER COLORADO REVISED STATUTES SECTION 38-51-106(L) ALL LINEAL DIMENSIONS
DEPICTED ON THIS SURVEY PLAT ARE IN 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.
3. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY CJ SURVEYING L.L.C. TO DETERMINE OWNERSHIP AND EASEMENTS
OF RECORD.
4. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHT-OF-WAYS, TITLE OF RECORD AND PROPERTY LINES WE RELIED UPON
INFORMATION SUPPLIED BY THE FOUND MONUMENTS AROUND SUBJECT PROPERTY AND BY THE COUNTY RECORDS.
5. BASIS OF BEARING FOR THIS SURVEY IS THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 3
SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN BEARING SOUTH 89'41'42" WEST A DISTANCE OF 2645.71 FEET.
PER CITY OF WHEAT RIDGE DATUM AND MONUMENTED AND DESCRIBED AS SHOWN.
6. NOTICE: ACCORDING TO COLORADO STATE LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN
THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON
ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN
HEREON.
7. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT OR LAND BOUNDARY
MONUMENT OR ACCESSORIES, COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO STATE STATUTE 18-4-508 C.R.S.
8. THE ZONING OF THIS PROPERTY IS R -1C.
9. THE BEARINGS AND DISTANCES SHOWN ON THIS PLAT ARE CONSISTENT WITH THE CURRENT CITY OF WHEAT RIDGE CONTROL
DATUM, WHICH IS DEFINED AS FOLLOWS:
A. THE CURRENT CITY DATUM USED IS A GROUND-BASED MODIFIED FORM OF THE NAD83/92 STATE PLANE COORDINATE
SYSTEM, COLORADO CENTRAL ZONE 0502.
B. VERTICAL DATUM USED IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
C. GROUND TO GRID COMBINED SCALE FACTOR IS 0.99974780300, SCALED FROM BASE POINT PHAC 1 HAVING THE
FOLLOWING NAD83/92 STATE PLANE COORDINATES: PHAC 1 NORTHING 1701258.75, EASTING 3118217.58, ELEVATION;
5471.62 FEET.
10. THE GEODECTIC POINT COORDINATE DATA SHOWN HEREON HAS BEEN DERIVED FROM NAD 83 HARN STATE PLANE
COLORADO CENTRAL RIPS 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 POSITIONAL ACCURANCY STANDARDS OF THE
FEDERAL GEODETIC CONTROL SUBCOMMITEE (FGDC -STD-007.2-1998).
CITY CERTIFICATE:
APPROVED THIS DAY OF
ATTEST
CITY CLERK MAYOR
COMMUNITY DEVELOPMENT DIRECTOR
DIRECTOR OF PUBLIC WORKS
SURVEYOR'S CERTIFICATE:
BY THE CITY OF WHEAT RIDGE.
I, CURTIS M. LANDRY, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF 3153 & 3177 BENTON STREET SUBDIVISION 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.
CURTIS M. LANDRY, PL.S. 28275
off` pD0 L/cF�
d
282755 as
two
COUNTY CLERKAND RECORDER'S CERTIFICATE:``
ACCEPTED FOR RECORDING IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON COUNTY AT GOLDEN, COLORADO THIS
DAY OF ------------ 20__.
JEFFERSON COUNTY CLERK AND RECORDER
BY: DEPUTY CLERK
CJ Surveying, LLC.
WO#: 1407 8879 Miners Drive
DATE: 12/16/20 Highlands Ranch, CO 80126
DRFT: CML 303-928-0769
NORTHWEST CORNER OF
THE SOUTHEAST QUARTER
SECTION 25, T3S, R69W,
6TH P.M.
W.32ND AVE.- 60' R.O.W.
NORTHEAST CORNER Of
THE SOUTHEAST QUAR-
SECTION 25, T3S, R691
6TH P.M.
A�S89°41'42"W �
681.00'
FND #5
REBAR
FND #4
REBAR
�/,,
FND #5 REBAR
LS 37929
U)
40 20
North
CJ
South
0
SCALE; 1" = 40'
m
W.30TH AVE.- 50' R.O.W.
FND
IMPROVEMENT SURVEY PLAT
LOTS 22 & 23, BLOCK 3, OLINGER GARDENS SUBDIVISION, EXCEPT THE REAR 8 FEET,
LOCATED IN THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH,
RANGE 69 WEST OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON,
STATE OF COLORADO
ADDRESS: 3153 & 3177 NORTH BENTON STREET, WHEAT RIDGE, COLORADO 80214
W. 33RD AVENUE
W. 32ND AVENUE n
PROJECT
u
W. 30TH AVENUE
J
F z
z
zC0 c p C0 O
O ~ C0
z w
z w ¢ z W w
W LU
o U m Q CD
z z Z z z z z
W. 29TH AVENUE
W. 28TH AVENUE
F
VICINITY MAP
LEGEND
O FOUND PROPERTY CORNER
AS DESCRIBED
SET #4 REBAR W/1" RED
PLASTIC CAP LS 28275
SECTION CORNER
+ FOUND CHISELED X
FIRE HYDRANT
,LAI
20 10
North
CJ
South
IN
SCALE: 1" = 20'
PROPERTY DESCRIPTION:
LOTS 22 & 23, BLOCK 3, OLINGER GARDENS SUBDIVISION, EXCEPT THE REAR 8 FEET, LOCATED IN THE SOUTHEAST
QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF
JEFFERSON, STATE OF COLORADO
CONTAINING 12,500 SQ.FT. 0.2870 ACRES, MORE OR LESS.
LOT 1 - 3177 BENTON ST.
A PORTION OF LOT 23, BLOCK 3, OLINGER GARDENS SUBDIVISION FILING NO.1, LOCATED IN THE SOUTHEAST
QUARTER OF SECTION 25, 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
EAST QUARTER CORNER OF SECTION 25, WHENCE THE CENTER QUARTER CORNER OF SAID
SECTION
25 BEARS S 89°41'42" W A DISTANCE OF 2645.71 FEET, SAID LINE FORMING THE BASIS OF BEARING
FOR THIS
DESCRIPTION;
THENCE
S 89°41'42"
W ALONG THE
NORTH LINE OF SAID SOUTHEAST QUARTER OF SECTION 25 A DISTANCE OF
681.00';
681.00';
THENCE
S 00'19'43"
E ALONG THE
EAST LINE OF BLOCK 3, OLINGER GARDENS SUBDIVISION A DISTANCE OF
79.00' TO
THE POINT
OF BEGINNING;
79.00';
THENCE
S 00'19'43"
E A DISTANCE
OF 50.00';
THENCE
S 89°53'36"
W A DISTANCE
OF 90.48';
THENCE
N 01°01'57"
W A DISTANCE
OF 31.84';
THENCE
S 88°58'03"
W A DISTANCE
OF 34.14';
THENCE
N 00°19'43"
W A DISTANCE
OF 18.72'
THENCE
N 89'53'36"
E A DISTANCE
OF 125.00' TO THE POINT OF BEGINNING.
CONTAINING 5,167 SQUARE FEET, 0.119 ACRES, MORE OR LESS.
LOT 2 - 3153 BENTON ST.
A PORTION OF LOT 22 AND 23, BLOCK 3, OLINGER GARDENS SUBDIVISION FILING NO.1, LOCATED IN THE
SOUTHEAST QUARTER OF SECTION 25, 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
EAST QUARTER CORNER OF SECTION 25, WHENCE THE CENTER QUARTER CORNER OF SAID
SECTION
25 BEARS S 89°41'42" W A DISTANCE OF 2645.71 FEET, SAID LINE FORMING THE BASIS OF BEARING
FOR THIS
DESCRIPTION;
THENCE
S 89'41'42"
W
ALONG THE
NORTH LINE OF SAID SOUTHEAST QUARTER OF SECTION 25 A DISTANCE OF
681.00';
THENCE
S 00°19'43"
E
ALONG THE
EAST LINE OF BLOCK 3, OLINGER GARDENS SUBDIVISION A DISTANCE OF
79.00';
THENCE
S 00°19'43"
E
A DISTANCE
OF 50.00' THE POINT OF BEGINNING;
THENCE
S 00'19'43"
E
A DISTANCE
OF 50.00';
THENCE
S 89'53'36"
W
A DISTANCE
OF 125.00';
THENCE
N 00'19'43"
W
A DISTANCE
OF 81.81';
THENCE
N 88°58'03"
E
A DISTANCE
OF 34.14';
THENCE
S 01°01'57"
E
A DISTANCE
OF 31.84';
THENCE
N 89°53'36"
E
A DISTANCE
OF 90.48' TO THE POINT OF BEGINNING.
CONTAINING 7,333 SQUARE FEET, 0.168 ACRES, MORE OR LESS.
NOTES'
1. THE WORD "CERTIFY" AS SHOWN AND USED HEREON MEANS AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THE
FACTS OF THE SURVEY AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EXPRESSED OR IMPLIED.
2. DATE OF FIELD WORK: 9/22/18. PER COLORADO REVISED STATUTES SECTION 38-51-106(L) ALL LINEAL DIMENSIONS
DEPICTED ON THIS SURVEY PLAT ARE IN 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.
3. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY CJ SURVEYING L.L.C. TO DETERMINE OWNERSHIP AND EASEMENTS
OF RECORD.
20 4. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHT-OF-WAYS, TITLE OF RECORD AND PROPERTY LINES WE RELIED UPON
INFORMATION SUPPLIED BY THE FOUND MONUMENTS AROUND SUBJECT PROPERTY AND BY THE COUNTY RECORDS.
5. BASIS OF BEARING FOR THIS SURVEY IS THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 3
SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN BEARING
SOUTH 89°41'42" WEST A DISTANCE OF 2645.71 FEET. PER CITY OF WHEAT RIDGE DATUM AND MONUMENTED AND DESCRIBED
AS SHOWN.
6. NOTICE: ACCORDING TO COLORADO STATE LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN
THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON
ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN
HEREON.
7. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT OR LAND BOUNDARY
MONUMENT OR ACCESSORIES, COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO STATE STATUTE 18-4-508 C.R.S.
8. THE ZONING OF THIS PROPERTY IS C-1
9. THE BEARINGS AND DISTANCES SHOWN ON THIS PLAT ARE CONSISTENT WITH THE CURRENT CITY OF WHEAT RIDGE CONTROL
DATUM, WHICH IS DEFINED AS FOLLOWS:
A. THE CURRENT CITY DATUM USED IS A GROUND-BASED MODIFIED FORM OF THE NAD83/92 STATE PLANE COORDINATE
SYSTEM, COLORADO CENTRAL ZONE 0502.
B. VERTICAL DATUM USED IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
C. GROUND TO GRID COMBINED SCALE FACTOR IS 0.99974780300, SCALED FROM BASE POINT PHAC 1 HAVING THE
FOLLOWING NAD83/92 STATE PLANE COORDINATES: PHAC 1 NORTHING 1701258.75, EASTING 3118217.58, ELEVATION;
5471.62 FEET.
10. THE GEODECTIC POINT COORDINATE DATA SHOWN HEREON HAS BEEN DERIVED FROM NAD 83 HARN STATE PLANE
COLORADO CENTRAL RIPS 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 POSITIONAL ACCURANCY STANDARDS OF THE
FEDERAL GEODETIC CONTROL SUBCOMMITEE (FGDC -STD-007.2-1998).
SURVEYOR'S CERTIFICATION:
I, CURTIS M. LANDRY, A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF COLORADO, DO HEREBY
CERTIFY TO DANNY BUSCARELLO THAT A FIELD SURVEY OF THE ABOVE DESCRIBED PARCEL, AND AS SHOWN ON THIS
PLAT, WAS MADE BY ME ON 12/16/20, AND THAT THE ACCOMPANYING PLAT ACCURATELY AND PROPERLY SHOWS
SAID PARCEL AND THE SURVEY THEREOF.
oRNDO Lice,
`g M. (4
0
28275 `? a
CURTIS M. LANDRY, PLS 28275 ' C
FOR AND ON BEHALF OF CJ SURVEYING, L.L.0 J ,,,:
S�H4 L L00
FILING CERTIFICATION:
DEPOSITED THIS DAY OF
AT
IN BOOK _ OF THE COUNTY SURVEYOR'S LAND SURVEY / RIGHT-OF-WAY
SURVEYS AT PAGE --------- RECEPTION NUMBER ______________________
WO#: 1407
DATE: 12/16/20
DRFT: CML
__. M
CJ Surveying, LLC.
8879 Miners Drive
Highlands Ranch, CO 80126
303-928-0769