HomeMy WebLinkAboutMS-15-06Zack Wallace
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Good morning Steve,
Zack Wallace
Wednesday, April 06, 2016 10:27 AM
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'Steve Kinney'
RE: Review Comments - 2880 Newland Street two -lot subdivsion
GLADYS SUB REV-3_04-05-16_Review-4.pdf; Gladys Subdivision PLAT -2880
NewlandSt_approval.ltr.pdf; Pre -app Summary 7.16.15.pdf
The Gladys Subdivision has been approved by Public Works.
Attached is an approval letter from Dave Brossman as well as the plat document with the public works approval.
You are now ready to submit a black line mylar of the plat with the owners certificate signed (in black ink, preferably
with a thin black sharpie or a similar pen).
When you submit the mylar to us for city signatures please remember that the recording fee ($11 for the first page
+$10/additional page) will be due at that time, in addition to the parkland dedication fees ($2,497.29), as was noted in
the pre -application notes (also attached).
Please don't hesitate to call or email if you have further questions.
Thank you,
Zack Wallace
Planning Technician
7500 W. 29`h Avenue
Wheat Ridge, CO 80033
Direct Line: 303-235-2849
www.ci.wheatridge.co. us
City of
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COMUNITY Dt'YEtAPMENT
From: Steve Kinney[mailto:steve(a)skinneyprooerty.com]
Sent: Tuesday, April 05, 2016 4:06 PM
To: Zack Wallace
Subject: FW: 3rd Review Comments - 2880 Newland Street two -lot subdivsion
Hi Zack,
This is all new to me. Can you please review the e-mail below and confirm that everything here is in -order, as Josh thinks it
should be. And, specifically confirm that electronic docs are ok for this round [not needing printouts].
Thank you!
Steve
Steve Kinney
RE/MAX Professionals — City Properties
303.475.8200 [cell]
Recognized in 2010, 2011, 2012, 2013, 2014 and 2015 by Denver's 5280 Magazine among Denver's 5 -STAR Residential Real
Estate Brokers.
From: Josh Breedlove <ibreedlove @flatironsinc.com>
Date: Tuesday, April 5, 2016 at 1:27 PM
To: Steve Kinney <steve@skin nevpropertv.com>
Subject: RE: 3rd Review Comments - 2880 Newland Street two -lot subdivsion
Steve,
I've attached the electronic versions of the plat that the city will need. According to the review packet, you should only
need to supply them with the electronic files for this final review. I can still prepare hard copies for you, but am unsure if
they are necessary.
As for their comments, on sheet 2 they mention multiple times that some of the adjacent properties should be a portion
of Lot 1, not a portion of Lot 2. Upon review of the original plat, the location of the lot line between Lots 1 and 2 is
ambiguous. In addition, the majority of the deeds for these properties simply refer to Block 6, leaving out any reference
to which lot they may be a part of. As such, I have removed any reference to the lots, and am just showing these to be a
"Portion of Block 6." Hopefully they'll accept this.
If they have any questions regarding this specific issue, I'd be happy to discuss it with them. Otherwise, hopefully this
will be the last submittal. Let me know if you would still like to come by later to pick up hard copies.
Regards,
Josh Breedlove, P.L.S.
Senior Project Manager
Flatirons Inc., Denver Office
3660 Downing St., Unit E
Denver, CO 80205
Office: 303 936-6997 x186
Cell: 303 249-2675
email: JBreedlove@Flatironslnc.com
http://www.Flatironsinc.com
2
♦ 1 A
City of
W heat Pidge
PUBLIC WORKS
City of Wheat Ridge Municipal Building 7500 W. 29'h Ave
April 6, 2016
Mr. John B. Guyton, P.L.S.
Flatirons, Inc.
3825 Iris Avenue Suite 395
Boulder, Colorado 80301
(303) 443-7001
Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857
Re: Fourth Review Comments of the Final Plat for Case # MS-15-06/Kinney (Gladys Subdivision),
located at 2880 Newland Street.
Dear Mr. Guyton,
I have completed the fourth review of the above referenced plat received on April 5, 2016, for the
proposed subdivision of the property located at 2880 Newland Street, and I find the plat to be approvable
for Mylar®.
LAND SURVEYING
Final Plat:
Sheet 1:
1. All previous comments have been adequately addressed.
2. Be sure to include the Surveyor's seal and signature prior to Mylarg.
If you have any questions, please contact me at 303.235.2864.
Sincerely,
David F. Brossman, P.L.S.
City Surveyor / Development Review Engineer
CC: Steve Nguyen, Engineering Manager
Meredith Reckert, Senior Planner
Zack Wallace, Planning Technician
Mark Van Nattan, Engineering Technician
File
www.ci.wheatridge.co.us
Owners Cerwicate
WE. THAD C. AND KEW D. DAHL. BEING THE OWNERS OF REAL PROPERTY CONTAINING
0.6498 ACRES DESCRIBED AS FOLLOWS:
PARCEL DESCRIPTION:
THAT PORTON OF LOT 2, BLOCK 6, HENDERSON SUBDIVISION (AMENDED MAP) MORE
PARTICULARLY DESCRIBED AS FOLLOWS: CONSIDERING THE NORTH LINE OF THE
SOUTHWEST QUARTER OF SECTION 25 TO BEAR NORTH 8911'58 EAST, A DISTANCE OF
2,644.56 FEET BETWEEN A FOUND 3 3/4' BRASS CAP ON IRON PIPE STAMPED CITY
OF WHEAT RIDGE T3S R69W 1/4 S 26 S 25 2001 LS 32429- IN RANGE BOX AT THE
WEST QUARTER CORNER OF SECTION 25 AND A FOUND 3 1/4' BRASS CAP ON
ALUMINUMPIPE STAMPED CITY OF WHEAT RIDGE LS 28279 T3S R69W C 1/4 SEC 25
1997' IN RANGE BOX AT THE CENTER QUARTER CORNER OF SECTION 25, WITH ALL
BEARINGS CONTAINED HEREIN RELATIVE THERETO.
COMMENCING AT THE WEST QUARTER CORNER OF SECTION 25; THENCE SOUTH
30'05'24' EAST, A DISTANCE OF 1,664.47 FEET TO THE NORTHWESTERLY CORNER OF
THE PROPERTY DESCRIBED AT RECEPTION NO. 2007052987, ALSO BEING THE TRUE
POINT OF BEGINNING; THENCE ALONG A LINE PARALLEL TO AND 100.00 FEET
SOUTHERLY OF THE SOUTHERLY RICHT-OF-WAY UNE OF WEST 29TH AVENUE NORTH
89'40'39' EAST, A DISTANCE OF 135.22 FEET; THENCE ALONG A LINE PARALLEL TO
THE EASTERLY RIGHT-OF-WAY OF NEWLAND STREET SOUTH 00'19'21' EAST, A
DISTANCE OF 35.38 FEET; THENCE PARALLEL TO SAID SOUTHERLY UNE OF WEST 29TH
AVENUE NORTH 89'40'39 EAST, A DISTANCE OF 100.00 FEET; THENCE PARALLEL TO
SAID EASTERLY UNE OF NEWLAND STREET SOUTH 00'19'21' EAST, A DISTANCE OF
100.00 FEET; THENCE PARALLEL TO SAID SOUTHERLY UNE OF WEST 29TH AVENUE
SOUTH 89'40'39' WEST, A DISTANCE OF 235.22 FEET TO A POINT ON SAID EASTERLY
RIGHT-OF-WAY LINE OF NEWLAND STREET, ALSO BEING THE SOUTHWESTERLY CORNER
OF THE PROPERTY DESCRIBED AT RECEPTION NO. 2007052987; THENCE ALONG SAID
EASTERLY UNE OF NEWLAND STREET NORTH 00'19'21' WEST, A DISTANCE OF 135.38
FEET TO THE TRUE PENT OF BEGINNING, SAID PARCEL CONTAINING 28.306 SQUARE
FEET OR 0.6498 ACRES, MORE OR LESS, COUNTY OF JEFFERSON, STATE OF COLORADO
HAVE LAID OUT, SUBDIVIDED AND PLATTED SAID LAND AS PER THE DRAWING HEREON
CONTAINED UNDER THE NAME AND STYLE OF GLADYS SUBDIVISION, A SUBDIVISION OF A
PART OF THE CITY OF WHEAT RIDGE, COLORADO.
THAD C. DAHL KEW 0. DAHL
STATE OF COLORADO )
COUNTY OF JEFFERSON SSS
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF
A.D. 20_ BY
WITNESS MY HAND AND OFFICIAL SEAL MY COMMISSION EXPIRES:
NOTARY PUBLIC
County Clerk and Recorders CertHicate
STATE OF COLORADO )
)SS
COUNTY OF JEFFERSON )
I HEREBY CERTIFY THAT THIS PLAT WAS FILED IN THE OFFICE OF THE COUNTY CLERK
AND RECORDER OF JEFFERSON COUNTY, GOLDEN, COLORADO, AT _ O'CLOCK —M.
ON THE DAY OF 20_ A.D., IN BOOK
PAGE RECEPTION NO.
JEFFERSON COUNTY CLERK AND RECORDER
BY: _
DEPUTY
SAW.1Now
MS -15-06
GLADYS SUBDIVISION
A PORTION OF LOT 2, BLOCK 6, HENDERSON SUBDIVISION (AMENDED MAP),
LOCATED IN THE SOUTHWEST 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
SHEET 1 OF 2
Vicinity Map
SCALE: 1'500'
Cross Access Easement
THE OWNER, HIS SUCCESSORS AND ASSIGNS GRANTS LIMITED RIGHTS AND PRIVILEGES
TO ACCESS AND TO FREE MOVEMENT THROUGH THOSE AREAS INDICATED AS
'CROSS- ACCESS/INGRESS-EGRESS EASEMENTS,' AS ILLUSTRATED UPON THIS PLAT.
SUCH GRANT OF EASEMENT SHALL BE UMITED TO THE OWNERS, TENANTS, CUSTOMERS,
AND GUESTS OF THE OWNERS, AND SHALL FURTHERMORE GRANT ACCESS TO AND FREE
MOVEMENT THROUGH SAID EASEMENTS TO THOSE ENTERING SAID EASEMENTS FROM
SIMILARLY RECORDED EASEMENTS FROM ADJACENT PROPERTIES AND/OR FROM
ABUTTING PUBLIC STREETS.
CITY OF WHEAT RIDGE
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41b Submittal
City Certmcatlon
APPROVED THIS DAY OF 20_ BY THE CITY OF
WHEAT RIDGE.
ACCEPTANCE OF DEDICATED INTERESTS IN REAL PROPERTY
THE CITY OF WHEAT RIDGE. COLORADO HEREBY ACCEPTS THE DEDICATION AND
CONVEYANCE TO THE CITY OF THOSE LOTS, TRACTS. EASEMENTS, AND OTHER
INTERESTS IN REAL PROPERTY DENOTED ON THIS PLAT AS BEING DEDICATED TO THE
CITY FOR PUBLIC PURPOSES.
JOYCE JAY, MAYOR
ATTEST:
[SEAL]
JANELLE SHAVER, CITY CLERK
DATE:
DIRECTOR OF COMMUNITY DEVELOPMENT DIRECTOR OF PUBLIC WORKS
Notes
1. FIRST AMERICAN TITLE INSURANCE COMPANY FILE NUMBER 19352, DATED NOVEMBER 6,
2015 AT 8:00 A.M., WAS ENTIRELY RELIED UPON FOR RECORDED INFORMATION
REGARDING RIGHTS-OF-WAY, EASEMENTS AND ENCUMBRANCES IN THE PREPARATION OF
THIS PLAT. THE PROPERTY SHOWN AND DESCRIBED HEREON IS ALL OF THE PROPERTY
DESCRIBED IN SAID TITLE COMMITMENT.
2. ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY
DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN
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.
3. THIS ADMINISTRATIVE SUBDIVISION PLAT WAS PREPARED FOR THE EXCLUSIVE USE OF STEVE
KINNEY, TITLE ONE OF COLORADO & FIRST AMERICAN TITLE INSURNACE COMPANY.
NAMED IN THE STATEMENT HEREON. SAID STATEMENT DOES NOT EXTEND TO ANY UNNAMED
PERSON WITHOUT AN EXPRESS STATEMENT BY THE SURVEYOR NAMING SAID PERSON,
4. THIS SURVEY IS VAUD ONLY IF PRINT HAS SEAL AND SIGNATURE OF SURVEYOR.
5. BASIS OF BEARINGS: GPS DERIVED BEARINGS BASED ON A BEARING OF N89'41'58'E
ALONG THE NORTH LINE OF THE SOUTHWEST QUARTER OF SECTION 25, TOWNSHIP 3
SOUTH BETWEEN A FOUND 3 3/4' BRASS CAP ON IRON PIPE STAMPED CITY OF
WHEAT RIDGE T3S R69W 1/4 S 26 S 25 2001 LS 32429 ' IN RANGE BOX ATTHE
WEST QUARTER CORNER OF SECTION 25 BEING CITY OF WHEAT RIDGE POINT 016809,
LATITUDE: 3945'43.48236', 45'43.4823, LONGITUDE: 105'04'19.40374' AND A FOUND 3 1/4' BRASS
CAP ON ALUMINUM PIPE STAMPED CITY OF WHEAT RIDGE LS 28279 T3S R69W C 1/4
SEC 25 1997' IN RANGE BOX AT THE CENTER QUARTER CORNER OF SECTION 25,
BEING CITY 7 WHEAT RIDGE PENT N. COL, LATITUDE: 39'LANE 4949 DI LONGITUDE:
10593'45.54795. AS SHOWN HEREON. COLORADO STATE PLANE COORDINATE SYSTEM,
CENTRAL ZONE, NORTH AMERICAN OATUM 1983 (NAD83). ALL BEARINGS SHOWN
HEREON ARE RELATIVE THERETO. F7
6. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND
F,
M. AVE
w 3onH AVE
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WILLFULLY DESTROYS, DEFACES, CHANGES, OR REMOVES TO ANOTHER PLACE ANY
w 30TH AVE
SECTION CORNER, QUARTER -SECTION CORNER, OR MEANDER POST, ON ANY
L^U
GOVERNMENT UNE OF SURVEY, OR WILLFULLY CUTS DOWN ANY WITNESS TREE OR ANY
Z
TREE BLAZED TO MARK THE LINE OF A GOVERNMENT SURVEY, OR WILLFULLY DEFACES,
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CHANGES, OR REMOVES ANY MONUMENT OR BENCH MARK OF ANY GOVERNMENT
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SURVEY, SHALL BE FINED UNDER THIS TITLE OR IMPRISONED NOT MORE THAN SIX
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MONTHS, OR BOTH. 18 U.S.C. § 1858.
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7. 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
NIS
DIVIDED BY 12 U.S. SURVEY FEET ACCORDING TO THE NATIONAL INSTITUTE OF
J28TH
STANDARDS AND TECHNOLOGY.
8. SUBSURFACE BUILDINGS, IMPROVEMENTS OR STRUCTURES ARE NOT NECESSARILY
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.26N AVE
OF THE SUBJECT PROPERTY ARE NOT NECESSARILY SHOWN.
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Vicinity Map
SCALE: 1'500'
Cross Access Easement
THE OWNER, HIS SUCCESSORS AND ASSIGNS GRANTS LIMITED RIGHTS AND PRIVILEGES
TO ACCESS AND TO FREE MOVEMENT THROUGH THOSE AREAS INDICATED AS
'CROSS- ACCESS/INGRESS-EGRESS EASEMENTS,' AS ILLUSTRATED UPON THIS PLAT.
SUCH GRANT OF EASEMENT SHALL BE UMITED TO THE OWNERS, TENANTS, CUSTOMERS,
AND GUESTS OF THE OWNERS, AND SHALL FURTHERMORE GRANT ACCESS TO AND FREE
MOVEMENT THROUGH SAID EASEMENTS TO THOSE ENTERING SAID EASEMENTS FROM
SIMILARLY RECORDED EASEMENTS FROM ADJACENT PROPERTIES AND/OR FROM
ABUTTING PUBLIC STREETS.
CITY OF WHEAT RIDGE
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41b Submittal
City Certmcatlon
APPROVED THIS DAY OF 20_ BY THE CITY OF
WHEAT RIDGE.
ACCEPTANCE OF DEDICATED INTERESTS IN REAL PROPERTY
THE CITY OF WHEAT RIDGE. COLORADO HEREBY ACCEPTS THE DEDICATION AND
CONVEYANCE TO THE CITY OF THOSE LOTS, TRACTS. EASEMENTS, AND OTHER
INTERESTS IN REAL PROPERTY DENOTED ON THIS PLAT AS BEING DEDICATED TO THE
CITY FOR PUBLIC PURPOSES.
JOYCE JAY, MAYOR
ATTEST:
[SEAL]
JANELLE SHAVER, CITY CLERK
DATE:
DIRECTOR OF COMMUNITY DEVELOPMENT DIRECTOR OF PUBLIC WORKS
Notes
1. FIRST AMERICAN TITLE INSURANCE COMPANY FILE NUMBER 19352, DATED NOVEMBER 6,
2015 AT 8:00 A.M., WAS ENTIRELY RELIED UPON FOR RECORDED INFORMATION
REGARDING RIGHTS-OF-WAY, EASEMENTS AND ENCUMBRANCES IN THE PREPARATION OF
THIS PLAT. THE PROPERTY SHOWN AND DESCRIBED HEREON IS ALL OF THE PROPERTY
DESCRIBED IN SAID TITLE COMMITMENT.
2. ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY
DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN
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.
3. THIS ADMINISTRATIVE SUBDIVISION PLAT WAS PREPARED FOR THE EXCLUSIVE USE OF STEVE
KINNEY, TITLE ONE OF COLORADO & FIRST AMERICAN TITLE INSURNACE COMPANY.
NAMED IN THE STATEMENT HEREON. SAID STATEMENT DOES NOT EXTEND TO ANY UNNAMED
PERSON WITHOUT AN EXPRESS STATEMENT BY THE SURVEYOR NAMING SAID PERSON,
4. THIS SURVEY IS VAUD ONLY IF PRINT HAS SEAL AND SIGNATURE OF SURVEYOR.
5. BASIS OF BEARINGS: GPS DERIVED BEARINGS BASED ON A BEARING OF N89'41'58'E
ALONG THE NORTH LINE OF THE SOUTHWEST QUARTER OF SECTION 25, TOWNSHIP 3
SOUTH BETWEEN A FOUND 3 3/4' BRASS CAP ON IRON PIPE STAMPED CITY OF
WHEAT RIDGE T3S R69W 1/4 S 26 S 25 2001 LS 32429 ' IN RANGE BOX ATTHE
WEST QUARTER CORNER OF SECTION 25 BEING CITY OF WHEAT RIDGE POINT 016809,
LATITUDE: 3945'43.48236', 45'43.4823, LONGITUDE: 105'04'19.40374' AND A FOUND 3 1/4' BRASS
CAP ON ALUMINUM PIPE STAMPED CITY OF WHEAT RIDGE LS 28279 T3S R69W C 1/4
SEC 25 1997' IN RANGE BOX AT THE CENTER QUARTER CORNER OF SECTION 25,
BEING CITY 7 WHEAT RIDGE PENT N. COL, LATITUDE: 39'LANE 4949 DI LONGITUDE:
10593'45.54795. AS SHOWN HEREON. COLORADO STATE PLANE COORDINATE SYSTEM,
CENTRAL ZONE, NORTH AMERICAN OATUM 1983 (NAD83). ALL BEARINGS SHOWN
HEREON ARE RELATIVE THERETO. F7
6. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND
F,
SURVEY MONUMENT AND/OR BOUNDARY MONUMENT OR ACCESSORY, COMMITS A CLASS
Q
TWO (2) MISDEMEANOR PURSUANT TO STATE STATUTE C.R.S. SEC 18-4-508. WHOEVER
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WILLFULLY DESTROYS, DEFACES, CHANGES, OR REMOVES TO ANOTHER PLACE ANY
LL,
SECTION CORNER, QUARTER -SECTION CORNER, OR MEANDER POST, ON ANY
L^U
GOVERNMENT UNE OF SURVEY, OR WILLFULLY CUTS DOWN ANY WITNESS TREE OR ANY
Z
TREE BLAZED TO MARK THE LINE OF A GOVERNMENT SURVEY, OR WILLFULLY DEFACES,
O
CHANGES, OR REMOVES ANY MONUMENT OR BENCH MARK OF ANY GOVERNMENT
>,10
SURVEY, SHALL BE FINED UNDER THIS TITLE OR IMPRISONED NOT MORE THAN SIX
4
MONTHS, OR BOTH. 18 U.S.C. § 1858.
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7. PER COLORADO REVISED STATUTES SEC. 38-51-106 (L), ALL LINEAL UNITS DEPICTED
ON THIS LAND SURVEY PLAT ARE U.S. SURVEY FEET. ONE METER EQUALS 39.37
DIVIDED BY 12 U.S. SURVEY FEET ACCORDING TO THE NATIONAL INSTITUTE OF
STANDARDS AND TECHNOLOGY.
8. SUBSURFACE BUILDINGS, IMPROVEMENTS OR STRUCTURES ARE NOT NECESSARILY
O
SHOWN. BUILDINGS AND OTHER IMPROVEMENTS OR STRUCTURES ON ADJACENT
PROPERTIES THAT ARE MORE THAN FIVE (5) FEET FROM ANY OF THE PROPERTY LINES
OF THE SUBJECT PROPERTY ARE NOT NECESSARILY SHOWN.
V,
9. THE SUBJECT AND ADJOINING PROPERTIES ARE ZONED R-1, RESIDENTIAL -ONE DISTRICT,
PER CITY OF WHEAT RIDGE, AS RESEARCHED ON NOVEMBER 24, 2015. THE
RESTRICTIONS ARE AS FOLLOWS:
FRONT SETBACK: 30 FEET; SIDE SETBACK: 15 FEET; REAR SETBACK: 15 FEET
MAXIMUM BUILDING HEIGHT: 35 FEET
MAXIMUM BUILDING COVERAGE: 25X
MINIMUM LOT AREA: 12,500 SD. FT.
MINIMUM LOT WIDTH: 100 FEET
10. FLOOD INFORMATION: THE SUBJECT PROPERTY IS LOCATED IN ZONE X UNSHADED,
AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOOPLAIN AND/OR
ZONE D, AREAS IN WHICH FLOOD HAZARDS ARE UNDETERMINED, BUT POSSIBLE,
ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP; COMMUNITY -PANEL NO.
085079-0214 F. DATED MAY 5, 2014. THE MAP DOES NOT DIFFERENTIATE BETWEEN
ZONE X UNSHADED AND ZONE D. FLOOD INFORMATION IS SUBJECT TO CHANGE.
11. DATES OF FIELDWORK: NOVEMBER 15-24, 2015
12. THE TOTAL AREA OF THE SUBJECT PROPERTY IS 28,306 SO. FT. OR 0.6498 ACRES,
MORE OR LESS. AREA AS SHOWN HEREON IS A RESULTANT FACTOR, NOT A
DETERMINATIVE FACTOR, AND MAY CHANGE SIGNIFICANTLY WITH MINOR VARIATIONS IN
FIELD MEASUREMENTS OR THE SOFTWARE USED TO PERFORM THE CALCULATIONS. FOR
THIS REASON, THE AREA IS SHOWN AS A 'MORE OR LESS' FIGURE, AND IS NOT TO BE
RELIED UPON AS AN ACCURATE FACTOR FOR REAL ESTATE SALES PURPOSES.
13. OWNERSHIP INFORMATION IS PER JEFFERSON COUNTY WEBSITE AS RESEARCHED ON
NOVEMBER 24, 2015 AND IS SUBJECT TO CHANGE.
14. THE FOLLOWING DOCUMENTS ARE MENTIONED IN THE ABOVE REFERENCED TITLE
COMMITMENT AND APPEAR TO AFFECT THE SUBJECT PROPERTY BUT CANNOT BE SHOWN
GRAPHICALLY. THE FOLLOWING UST CONTAINS THE TITLE COMMITMENT EXCEPTION
NUMBER, DATE RECORDED, RECEPTION NUMBER AND/OR BOOK AND PAGE.
/8 FEB. 14, 1922 BOOK 236, PAGE 207 DEED
/10 DEC. 27, 1949 BOOK 658. PAGE 491 RESTRICTIVE COVENANTS
15. NOS/NGS STATEMENT OF ACCURACY: THE GEODETIC POINT COORDINATE DATA SHOWN
HEREIN HAS BEEN DERIVED FROM NAD83 HARN STATE PLANE COLORADO CENTRAL RPS
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).
16. COORDINATES SHOWN HEREON ARE CONSISTENT WITH CURRENT CITY OF WHEAT RIDGE
DATUM, BEING GROUND BASED MODIFIED NAD83 STATE PLANE COORDINATES, COLORADO
CENTRAL ZONE 0502, ON NADV88 VERTICAL DATUM, ALL COORDINATE INFORMATION IS
DERIVED FROM PUBLISHED CITY OF WHEAT RIDGE POINT PHAC-1 INFORMATION, `NTH A
COMBINED SCALE FACTOR OF 0.99974780300, AND WITH NAD83 STATE PLANE GRID
COORDINATES AS FOLLOWS: N: 1701258.75, E: 3118217.58, ELEVATION: 5,471.62'.
17. THE BRICK WALLS EXTEND ACROSS THE WESTERLY UNE OF THE SUBJECT PROPERTY
INTO THE RIGHT-OF-WAY OF NEWLAND STREET AS SHOWN HEREON.
18. RECOVERED MONUMENTS FOR THE SUBJECT PROPERTY FALL WITHIN MEASUREMENT
TOLERANCES. HOWEVER THE 1.5' BENT IRON PIPE, ALUMINUM CAP ON /5 REBAR, RED
PLASTIC CAP ON /5 REBAR, BLUE PLASTIC CAP ON /5 REBAR, AND TWO 03 REBAR
SHOWN OUT OF POSITION ARE OUTSIDE OF MEASUREMENT TOLERANCES BUT ARE
REMOTE FROM THE PROPERTY AND WERE HELD TO HAVE NO AFFECT ON THE
BOUNDARY OF THE SUBJECT PROPERTY. THE RELATIVE CALCULATED LOCATION OF
THOSE MONUMENTS IS SHOWN FOR INFORMATIONAL PURPOSES ONLY.
8%xveyors statement
I, JOHN B. GUYTON, A LAND SURVEYOR LICENSED IN THE STATE OF COLORADO, HEREBY
STATE FOR AND ON BEHALF OF FLATIRONS, INC., TO STEVE KINNEY, TITLE ONE OF
COLORADO & FIRST AMERICAN TITLE INSURNACE COMPANY, THAT THE SURVEY OF THE
BOUNDARY OF GLADYS SUBDIVISION WAS CONDUCTED BY ME OR UNDER MY RESPONSIBLE
CHARGE ON NOVEMBER 24, 2015, 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.
JOHN B. GUYTON COLORADO P.L.S. /16406
CHAIRMAN & CEO, FLATIRONS, INC.
15-66,141
DATE:
03-17-2016
DRAWN BY:
J. STEPHENSON
CHE KED BY:
JMB/KE/NV/ETB
S7_7771 I
HEET 1 OF 2
PONT OF COMMENCEMENT
WEST OUARIER CORNER OF SECTION 25 TOWNSHIP
3 SOUTH. RANGE 69 WEST OF THE 6TH P.
FOUND 3 3/4' BRASS OF
ON IRON PIPE
STAMPED 'CITY OF WHEAT ROM T3S R69W 1/4
S 26 S 25 20M LS 32429' IN RANGE BOX
PER NU
MOMENT RECORD DATED 5/23/01
CITY OF WHEAT ROM PONT /1
N: 703ISM19
L 12tM.96
LATITUDE 39'45,4346236'
LONGITUDE: 10504'19.40374'
El".. 5.41.55• - -
LINE TABLE
W 4.
BEARING LENGTH
L1
N89'40'39'E 110.99'
1.2
N0019'21470.00'
1.3
N89'40.39"E 22.73'
CALCULATED POSITION I 6
3 2880 NEW AND STREET
F
SOUTH S%TEE/IM CORNER BETWEEN
Iy y�
vNi 3 3
SECTIONS 25 t 26. TOWNSHIP 3 SOUTH.
f
RANGE 61 NEST OF 711E 6TH P.Y.
FOUND 3 1/2' BRASS CAP ON IRON PIPE
LOT 2
STAMPED •CITY OF WHEAT .. LS
18
z
32429 T3S R69w S 1/15 S 26 S 25
(AMENDED MAP) T' ;
2000' N RANT£ BOX PER MONUMENT
15603 50. R.
RECa10 DATED 2-10-01
OTY OF WHEAT RIDGE PONT p60010
I
LINE TABLE
UNE
BEARING LENGTH
L1
N89'40'39'E 110.99'
1.2
N0019'21470.00'
1.3
N89'40.39"E 22.73'
Legend
0 FOUND ALIQUOT MONUMENT AS DESCRIBED
• FOUND MONUMENT AS DESCRIBED
® FOUND BRASS TAG AS DESCRIBED
O CALCULATED POSITION (NOT FOUND OR SET)
(AM) AS MEASURED AT TIME OF SURVEY
(C) N SATED FROM RECORD AND AS MEASURED
(R) AS PER RECORD INFORMATION
(TC) AS PER DESCRIPTION IN TITLE COMMITMENT (SEE NOTE 1)
[ GRAVEL
FENCE
ELEV ELEVATION
1'k CENTERLINE
----- RIGHT OF WAY CENTERUNE
- - - ADJACENT PROPERTY LINE
- - - - - EASEMENT
- -- - SECTION UNE
SUBDIVISION BOUNDARY
PROPOSED LOT UNE
GLADYS SUBDIVISION
A PORTION OF LOT 2, BLOCK 6, HENDERSON SUBDIVISION (AMENDED MAP),
LOCATED IN THE SOUTHWEST 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
SHEET 2 OF 2
CENTER QUARTER CORNER OF SECTION
25. TOWNSHIP 3 SOUTH. RANGE 69 HEST
OF 711E GM P.M.
FOUND J i/4' BRASS CAP ONPIPE STAMM 'Cl ALUYNUM
DGE IS
BASIS OF BEARE/G'S 26279 19W C 101 SEC 25MEATwt927'
ER
NORTH LINE OF THE SOUTHWEST QUARTOF IN RANGE BOX PER MONUMENT RECORD
SECTION 25 DATED 10-2}97
TY OF M
N69'41'5a-E 2644_58' (AM) _ -- -- - - _ - N 703194.05 T RIDGE PONT /16900
E: 123740.48
UTITUDE: 3945'4349496'
LONGI DE. 10541.74.54795'
ELEV.4,45511'
o�
1 ST SIXTEENTH CORNER OF
SECTION 25 TOYN9HP 3 SOUTH. RANGE
69 HEST OF ME BMP.Y.FOUND 3 1/4• ALUMINUM CAP ON R
SB9'40'39"W •1REBAR STAMPED 7ANE ENG SRV NC SW(C)50.00y1/t6 2002 LS167' IN RANGE BOX
S89'40'39'W 1322.10' (AM) - - - - - - _jSOUTHW PER MONUMENT0.1
RECORD DATED 6/9/02
- - - - _ - - - - T - - - -� - - CITY a Nur RIDGE POINT 016=1
WEST 29THAVENUE
(so' RIGHT-OF-WAY) n
N89'40'39 -E (C) 235.22' (C&R) -
- I FOUND BENT 1.5' IRON PIPE
ILII NONTMIERLY OF
A PORTION OF A PORTION OF BLOCK 6 CALCULATED POSITION
BLOCK 7 HENDERSON SUBDIVISION
HENDERSON SUBDIVISION 8 (AMENDED MAP)
(AMENDED MAP) F REC.NO.77B93642 A PORTION OF BLOCK 6
ZONE R_i 9 R HENOERSON SUBDIVISION
ZONE R -I A PORTION OF BLOCK 6 (AMENDED MAP)
;. g HENDERSON SUBDIVISION REC. N0. F1154589
FOUND A Al. 'AEGIS
CAP alp g F g I (AMENDED MAP) ZONE R-1 �.
REBAR STAMPED 'AEGIS SIIRVEWNG N ` REC. EN F0372894 A PORTION OF BLOCK 6 A PORTION OF BLOCK 6
AT A DISTPttANCEPLS OF 6E00' FROM I >• ; ZONE R 1 HENDERSON SUBDIVISION HENDERSON SUBDIVISION
THE TRUE PONT OF BEGINNING E.
12274079 �•
S N: 70174o.0J E 12206587 ` H (AMENDED MAP) (AMENDED MAP)
z E 121930SHMER.46FOUND MAIL III REC. N0. 2 01410 0 8 7 4 REC. N0. F0049086
STAMPED 'AEGIS PLS 3e091M16.0 fa1ND 2' ALUMINUM W V;EASTERLY
aOO�9r�E ZONE R-1 ZONE R-1
NB9'40'39"E a pREDM STAM(AT A DISTANCE OF 18.00' FROM TiE TRUE PONT a' BEowNG 1.50' (C) •AEGIS su+VErNG INC. PLS ERLY
38091 50 WC'(TC)
EASTERLY 135.22' (TC) .2sRED PLASTIC cAP ON pNa9'40'39'E 135.22' A4 TAMPED 'AEGIS PLS 30091'
'MpV r O FOUND PARTIALLY R1EaBUF
25.0 133.72' C) 05.41 LS' ALUMINUM CAPONp9O0'o'(AM&TC) 900'0•(M1tTC)6587 REBAR STAMPED 'LANETRUE AMtTC) ENON S"" 4,16'
r OFN: 7011D597 0,24'NINc E: 122165.07CALL LATER POS D<
STERLY 100' (TC) CALCULATED POSITION
FOU Iq PARTIALLY ILLEGIBLE
1.25' BLUE PLASM CAP
1.3 Na9'40'39'E IOC
ON p REBAR STAMPED
'MOORE
g
It ASS.1094•v�
0.34' EASTERLY OF 3I
Lor 1
122.73' (C)
CALCULATED POSITION I 6
3 2880 NEW AND STREET
HENDERSON SUBDIVISION
J
12500 S0 Fl.
J'lW
A PORTION OF BLOCK 7 M7 `
a n
OR 02872 ACRES
MORE OR LESS
LOT 2
HENDERSON SUBDIVISION E
$
2076 NEW -AND STREET
(AMENDED MAP) T' ;
z
15603 50. R.
ZONE R-1 Z W
I
21 OR 0.35112 ACRES
N
o
LOT UNE
MORE OR LESS
o
HEREBY CREATED 81 MIS PLAT
z
61101 WALL (SEE NOTE 17)
q PORTION OF BLOCK 6
-
HENDERSON SUBDIVISION
(AMENDED MAP)
1.1
REC.NO.2007052967
y., 8 900'0' b' CROSS -ACCESS EASEMENT
ZONE R-1
1.50' PUBLIC RIGHT-OF-WAY HEREBY
R (AMax) II�Y7 DEDICATED
I
DEDICATED BY MIS PLAT. BRICK WALL
(SEE NOTE 17)
PLAT
233.72' (C)
FENCE N: ]226M.es SW40.39-W
235.22' (AY)
25.0
Ea2t93L22 WESTERLY
235.23' ( C) -
A PORTION OF BLOCK 7
HENDERSON SUBDIVISION
(AMENDED MAP)
ZONE R-1
GRAPHIC SCALE i
( IN rErr )
1 L -h - OU rL
I BRICK COLUMN
FOVIIO 2' ALUMINUM CAP
STAMPED 'AEGIS SURVEWIG
v NC. PIS 36091 0.0 WC' AT A
DISTANCE OF 800' FROM ME
SOUTHWESTERLY CORNER OF
UMR % THE SUBJECT PROPERTY
WP
W 3
N �
Q, r
2' —ALUMINUM CAP
ONp REBAR STAMPED
AEGIS SURVEYING PLS
36091 0.0 WC'
A PORTION OF BLOCK 6
HENDERSON SUBDIVISION
(AMENDED MAP)
REC. NO. 2014015324
ZONE R-1
FOUND 2' ALMNUIM CAP-
ON p REBAR STAMPED
-AEGIS SURVEYNF INC,
PIS 36091 3" 115'
`FOUND 2' ALU W/UM CAP Hsi
ON p REBAR STAMPED
AEGIS SURVEYING INC. PLS
38091 10 WC'
�F
8g
A PORTION OF BLOCK 6
8
HENDERSON SUBDIVISION
J
(AMENDED MAP)
J'lW
REC.No.2008036755
it IF
ZONE R-1
u�
511
N: 701605.97
E: 122166.4 -
235.4' (R)
N89'40'39'E 235.23' (C) 7J
235.252 (R)
FOUND p REBAR. NO CAP
1.44 WESTERLY t 0.56' NORTHERLY
OF CALCULATED POSI1WN
A PORTION OF BLOCK 6 vq
HENDERSON SUBDIVISION 0'
(AMENDED MAP) g N
REC. NO. 2009117922
ZONE R -t
8
FOUND 1.5' RED PLASTIC CAP
ON p RERAN STAMPED -COLO
ENMID SURVEY 36958'
0.76' WESTERLY OF
cALaAATED vosTloN
A PORTION OF BLOCK 6
HENDERSON SUBDIVISION
(AMENDED MAP)
REC. N0, F0967580
ZONE R-1
A PORTION OF BLOCK 6
HENDERSON SUBDIVISION
(AMENDED MAP)
REC. N0. 80029168
ZONE R-1
FOUND BENT N
REBAR NO CAP
0.04 WESTERLY t
1.15' NORTHERLY OF
CALCULATED POSITION
S891 7'28'E -
50.01' (C)
muuuu Vl
STEPHENSON
11 SHEET 2 OF 2 11
City of
Wheatjdge
COMMUNITY DEVELOPMENT
City of Wheat Ridge Municipal Building 7500 W. 29'h Ave.
April 4, 2016
Steve Kinney
2070 Newland Street
Wheat Ridge, CO 80214
Dear Mr. Kinney:
Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857
This letter is in regard to the third submittal filed for approval of a two -lot subdivision plat on
property zoned Residential -One (R-1) located at 2880 Newland Street.
The third submittal has been reviewed and all planning comments have been addressed.
Attached are referrals received from other city departments and outside agencies regarding the plat
document.
Wheat Ridge Public Works: See attached letter from Dave Brossman dated April 4, 2016.
Additional referral comments may be forthcoming and will be forwarded.
This concludes the summary of comments. Please address each of these comments by revising the
drawings accordingly. For clarification on any of these issues, please feel free to contact any of the
Development Review committee members:
Community Development Meredith Reckert 303-235-2848
Public Works Dave Brossman 303-235-2864
Traffic Engineering Mark Westberg 303-235-2863
Once changes have been made, please submit an electronic copy of the revised documents. The
electronic submittal should include a PDF document and an AutoCAD dwg (2010 or older) including all
external reference and shx files, etc.
If you have any questions or need further clarification, do not hesitate to contact me at 303-235-2849.
Sincerely,
Zack Wallace
Planning Technician
City Of
]�9�Wh6atR�iged
PUBLIC WORKS
City of Wheat Ridge Municipal Building 7500 W. 29'h Ave.
April 4, 2016
Mr. John B. Guyton, P.L.S.
Flatirons, Inc.
3825 Iris Avenue Suite 395
Boulder, Colorado 80301
(303)443-7001
Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857
Re: Third Review Comments of the Final Plat for Case # MS-15-06/Kinney (Gladys Subdivision),
located at 2880 Newland Street.
Dear Mr. Guyton,
1 have completed the third review of the above referenced plat received on March 21, 2016, for the
proposed subdivision of the property located at 2880 Newland Street, and I find the plat to be approvable
for Mylar® upon completion of the following comments:
LAND SURVEYING
Final Plat:
Sheet 1:
I. Please modify the word "WHEATRIDGE" to "WHEAT RIDGE" (2 words) in the Legal
Description.
2. The City Attorney believes the ROW should be accepted by plat rather than by separate
document, and has provided us with specific language to add to the plat to accomplish this. Please
modify the City Certification to include the following text accepting the ROW (refer to redlined
plat as necessary):
ACCEPTANCE OF DEDICATED INTERESTS IN REAL PROPERTY
THE CITY OF WHEAT RIDGE, COLORADO hereby accepts the dedication and conveyance to
the City of those lots, tracts, easements, and other interests in real property denoted on this plat as
being dedicated to the City for public purposes.
ATTEST:
Janelle Shaver, City Clerk
Date:
Joyce Jay, Mayor
[SEAL]
3. Be sure to include the Surveyor's seal and signature prior to Mylar®.
Sheet 2:
1. Please modify the Note pertaining to the 1.50' of ROW to read:
ww-ixi.% heatridge.co.us
Public Works Engineering
April 4, 2016
Page 2
"1.50' PUBLIC RIGHT-OF-WAY HEREBY DEDICATED BY THIS PLAT."
2. Include the bearing for the (future) westerly property line of Lot 1.
3. The adjoining parcels to the east and south of the subject property are all shown as being "A
PORTION OF LOT 2, BLOCK 6, HENDERSON SUBDIVISION". Please correct these prior to
Mylar®.
Please provide one PDF and one AutoCAD (2015 or older) DWG file of the revised Final Plat
with the Mylar® submittal.
If you have any questions, please contact me at 303.235.2864.
Sincerely,
David F. Brossman, P.L.S.
City Surveyor / Development Review Engineer
CC: Steve Nguyen, Engineering Manager
Meredith Reckert, Senior Planner
Zack Wallace, Planning Technician
Mark Van Nattan, Engineering Technician
File
www.ci.wheatridge.co.us
Gladys Subdivision PLAT -2880 NewlandSt Review-3.hr.docx
Owners Certilloate
WE. THAD C. AND KELLI 0. DAHL. BEING THE OWNERS OF REAL PROPERTY CONTAINING
0.6498 ACRES DESCRIBED AS FOLLOWS:
PARCEL DESCRIPTION:
THAT PORTION OF LOT 2, BLOCK 6, HENDERSON SUBDIVISION (AMENDED MAP) MORE
PARTICULARLY DESCRIBED AS FOLLOWS: CONSIDERING THE NORTH UNE OF THE
SOUTHWEST QUARTER OF SECTION 25 TO BEAR NORTH 89'41'58" EAST, A DISTANCE OF
@44.56 FEET BETWEEN A FOUND 3 3/4" BRASS CAP ON IRON PIPE STAMPED "CITY
OIC EA IDGE TIS R69W 1/4 S 26 S 25 2001 LS 32429" IN RANGE BOX AT THE
WEST OUTER CORNER OF SECTION 25 AND A FOUND 3 1/4" BRASS CAP ON
ALUMINUM PIPE STAMPED "CITY OF WHEAT RIDGE LS 28279 T3S R69W C 1/4 SEC 25
1997" IN RANGE BOX AT THE CENTER QUARTER CORNER OF SECTION 25, WITH ALL
BEARINGS CONTAINED HEREIN RELATIVE THERETO.
COMMENCING AT THE WEST QUARTER CORNER OF SECTION 25; THENCE SOUTH
30'05'24' EAST, A DISTANCE OF 1,664.47 FEET TO THE NORTHWESTERLY CORNER OF
THE PROPERTY DESCRIBED AT RECEPTION NO. 2007052987, ALSO BEING THE TRUE
PONT OF BEGINNING; THENCE ALONG A LINE PARALLEL TO AND 100.00 FEET
SOUTHERLY OF THE SOUTHERLY RIGHT-OF-WAY LINE OF WEST 29TH AVENUE NORTH
89'40'39" EAST, A DISTANCE OF 135.22 FEET; THENCE ALONG A LINE PARALLEL TO
THE EASTERLY RIGHT-OF-WAY OF NEWLAND STREET SOUTH 00'19'21' EAST, A
DISTANCE OF 35.38 FEET; THENCE PARALLEL TO SAID SOUTHERLY UNE OF WEST 29TH
AVENUE NORTH 89'40'39' EAST, A DISTANCE OF 100.00 FEET; THENCE PARALLEL TO
SAID EASTERLY UNE OF NEWLAND STREET SOUTH 00'19'21" EAST, A DISTANCE OF
100.00 FEET; THENCE PARALLEL TO SAID SOUTHERLY UNE OF WEST 29TH AVENUE
SOUTH 89'40'39' WEST, A DISTANCE OF 235.22 FEET TO A PONT ON SAID EASTERLY
RIGHT-OF-WAY LINE OF NEWLAND STREET, ALSO BEING THE SOUTHWESTERLY CORNER
OF THE PROPERTY DESCRIBED AT RECEPTION NO. 2007052987; THENCE ALONG SAID
EASTERLY LINE OF NEWLAND STREET NORTH 00'19'21' WEST, A DISTANCE OF 135.38
FEET TO THE TRUE PONT OF BEGINNING, SAID PARCEL CONTAINING 28,306 SQUARE
FEET OR 0.6498 ACRES, MORE OR LESS. COUNTY OF JEFFERSON, STATE OF COLORADO.
HAVE LAID OUT, SUBDIVIDED AND PLATTED SAID LAND AS PER THE DRAWING HEREON
CONTAINED UNDER THE NAME AND STYLE OF GLADYS SUBDIVISION, A SUBDIVISION OF A
PART OF THE CITY OF WHEAT RIDGE. COLORADO.
THAD C. DAHL KEW D. DAHL
STATE OF COLORADO )
)SS
COUNTY OF JEFFERSON )
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF
A.D. 20_- BY
WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES:
NOTARY PUBLIC
County Clark and Recorders CortMlcats
STATE OF COLORADO )
)SS
COUNTY OF JEFFERSON )
1 HEREBY CERTIFY THAT THIS PLAT WAS FILED IN THE OFFICE OF THE COUNTY CLERK
AND RECORDER OFJEFFERSON COUNTY, GOLDEN, COLORADO, AT _ O'CLOCK -M.
ON THE DAY OF 20_ A.D., IN BOOK
PAGE RECEPTION NO.
JEFFERSON COUNTY CLERK AND RECORDER
BY:
DEPUTY
Si80�!♦QQffi
MS -15-06
GLADYS SUBDIVISION
A PORTION OF LOT 2, BLOCK 6, HENDERSON SUBDIVISION (AMENDED MAP),
LOCATED IN THE SOUTHWEST 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
SHEET 1 OF 2
Cross Acct
THE OWNER, HIS
TO ACCESS AND
'CROSS -ACCESS,
SUCH GRANT OF
AND GUESTS OF
MOVEMENT THRO
SIMILARLY RECOR
ABUTTING PUBLIC
Vbinity Map
SCALE: 1'500'
City Certification
APPROVED THIS DAY OF . 20_ BY THE CITY OF WHEAT RIDGE
ACCEPTANCE OF DEDICATED INTERESTS IN REAL PROPERTY
THE CITY OF WHEAT RIDGE, COLORADO hmbl wxxpis the dodicMion and cm%cgn to the Cit%of thou lots, traces.
CRYOFVIGaftMW
PUBIC WIOIBti
Plcasc Includc Mr. G.,ton's scat nnc aa1A
and signaNlC on the M, OIL 3r241fpf4
a.e
Notes
I. FIRST AMERICANTITLE INSURANCE COMPANY FILE NUMBER 19352, DATED NOVEMBER 6,
2015 AT 8:00 A.M., WAS ENTIRELY RELIED UPON FOR RECORDED INFORMATION
REGARDING RIGHTS-OF-WAY, EASEMENTS AND ENCUMBRANCES IN THE PREPARATION OF
THIS PLAT. THE PROPERTY SHOWN AND DESCRIBED HEREON IS ALL OF THE PROPERTY
DESCRIBED IN SAID TITLE COMMITMENT.
2. ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY 1 I I I .
DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN
NO EVENT MAY ANY ACTON BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE
TNAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON.
3. THIS ADMINISTRATIVE SUBDIVISION PLAT WAS PREPARED FOR THE EXCLUSIVE USE OF STEVE
KINNEY, TITLE ONE OF COLORADO & FIRST AMERICAN TITLE INSURNACE COMPANY,
NAMED IN THE STATEMENT HEREON. SAID STATEMENT DOES NOT EXTEND TO ANY UNNAMED
PERSON WITH AN EXPRESS STATEMENT BY THE SURVEYOR NAMING SAID PERSON.
r.
4. THIS SURVEY IS VALID ONLY IF PRINT HAS SEAL AND SIGNATURE OF SURVEYOR.
5. BASIS OF BEARINGS: GPS DERIVED BEARINGS BASED ON A BEARING OF N89'41'58"E
ALONG THE NORTH LINE OF THE SOUTHWEST QUARTER OF SECTION 25, TOWNSHIP 3
SOUTH BETWEEN A FOUND 3 3/4' BRASS CAP ON IRON PIPE STAMPED "CITY OF
WHEAT RIDGE T3S R69W 1/4 S 26 S 25 2001 LS 32429 IN RANGE BOX AT THE
WEST QUARTER CORNER OF SECTION 25 BEING CITY OF WHEAT RIDGE POINT /16809.
LATITUDE: 39'45'43.48236". LONGITUDE: 105'04'19.40374" AND A FOUND 3 1/4" BRASS
CAP ON ALUMINUM PIPE STAMPED "CITY OF WHEAT RIDGE LS 28279 T3S R69W C 1/4
SEC 25 1997" IN RANGE BOX AT THE CENTER QUARTER CORNER OF SECTION 25,
BEING CITY OF WHEAT RIDGE POINT N. COL, LATITUDE: 39'LANE !949 DI LONGITUDE:
tO5V3'45.54795", AS SHOWN HEREON. COLORADO STATE PLANE COORDINATE SYSTEM,
CENTRAL ZONE, NORTH AMERICAN DATUM 1983 (NAD83). ALL BEARINGS SHOWN
HEREON ARE RELATIVE THERETO.
6. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND
F,
A4
SURVEY MONUMENT ANO/OR BOUNDARY MONUMENT OR ACCESSORY, COMMITS A CLASS
L
L
VALLFULLY DESTROYS, DEFACES, CHANGES, OR REMOVES TO ANOTHER PLACE ANY
w onH AVE
SECTION CORNER, QUARTER -SECTION CORNER, OR MEANDER POST, ON ANY
pj
GOVERNMENT LINE OF SURVEY, OR WILLFULLY CUTS D011N ANY VATNESS TREE OR ANY
Z
'<
w 30TH AVE
CHANGES, OR REMOVES ANY MONUMENT OR BENCH MARK OF ANY GOVERNMENT
>z
SURVEY, SHALL BE FINED UNDER THIS TITLE OR IMPRISONED NOT MORE THAN SIX
MONTHS, OR BOTH. 18 U.S.C. § 1858.
o
V
u
7. PER COLORADO REVISED STATUTES SEC. 38-51-106 (L), ALL LINEAL UNITS DEPICTED
D]�
ON THIS LAND SURVEY PLAT ARE U.S. SURVEY FEET. ONE METER EOUALS 39.37
s�
DIVIDED BY 12 U.S. SURVEY FEET ACCORDING TO THE NATIONAL INSTITUTE OF
QU
STANDARDS AND TECHNOLOGY.
.Ma
rn
i
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.'0+
8. SUBSURFACE BUILDINGS, IMPROVEMENTS OR STRUCTURES ARE NOT NECESSARILY
W 29TH AVE
O
SHOWN. BUILDINGS AND OTHER IMPROVEMENTS OR STRUCTURES ON ADJACENT
PROPERTIES THAT ARE MORE THAN FIVE (5) FEET FROM ANY OF THE PROPERTY LINES
OAB
OF THE SUBJECT PROPERTY ARE NOT NECESSARILY SHOWN.
$
W TH A
w 25m AVE
W 25TH AVE
Vbinity Map
SCALE: 1'500'
City Certification
APPROVED THIS DAY OF . 20_ BY THE CITY OF WHEAT RIDGE
ACCEPTANCE OF DEDICATED INTERESTS IN REAL PROPERTY
THE CITY OF WHEAT RIDGE, COLORADO hmbl wxxpis the dodicMion and cm%cgn to the Cit%of thou lots, traces.
CRYOFVIGaftMW
PUBIC WIOIBti
Plcasc Includc Mr. G.,ton's scat nnc aa1A
and signaNlC on the M, OIL 3r241fpf4
a.e
Notes
I. FIRST AMERICANTITLE INSURANCE COMPANY FILE NUMBER 19352, DATED NOVEMBER 6,
2015 AT 8:00 A.M., WAS ENTIRELY RELIED UPON FOR RECORDED INFORMATION
REGARDING RIGHTS-OF-WAY, EASEMENTS AND ENCUMBRANCES IN THE PREPARATION OF
THIS PLAT. THE PROPERTY SHOWN AND DESCRIBED HEREON IS ALL OF THE PROPERTY
DESCRIBED IN SAID TITLE COMMITMENT.
2. ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY 1 I I I .
DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN
NO EVENT MAY ANY ACTON BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE
TNAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON.
3. THIS ADMINISTRATIVE SUBDIVISION PLAT WAS PREPARED FOR THE EXCLUSIVE USE OF STEVE
KINNEY, TITLE ONE OF COLORADO & FIRST AMERICAN TITLE INSURNACE COMPANY,
NAMED IN THE STATEMENT HEREON. SAID STATEMENT DOES NOT EXTEND TO ANY UNNAMED
PERSON WITH AN EXPRESS STATEMENT BY THE SURVEYOR NAMING SAID PERSON.
r.
4. THIS SURVEY IS VALID ONLY IF PRINT HAS SEAL AND SIGNATURE OF SURVEYOR.
5. BASIS OF BEARINGS: GPS DERIVED BEARINGS BASED ON A BEARING OF N89'41'58"E
ALONG THE NORTH LINE OF THE SOUTHWEST QUARTER OF SECTION 25, TOWNSHIP 3
SOUTH BETWEEN A FOUND 3 3/4' BRASS CAP ON IRON PIPE STAMPED "CITY OF
WHEAT RIDGE T3S R69W 1/4 S 26 S 25 2001 LS 32429 IN RANGE BOX AT THE
WEST QUARTER CORNER OF SECTION 25 BEING CITY OF WHEAT RIDGE POINT /16809.
LATITUDE: 39'45'43.48236". LONGITUDE: 105'04'19.40374" AND A FOUND 3 1/4" BRASS
CAP ON ALUMINUM PIPE STAMPED "CITY OF WHEAT RIDGE LS 28279 T3S R69W C 1/4
SEC 25 1997" IN RANGE BOX AT THE CENTER QUARTER CORNER OF SECTION 25,
BEING CITY OF WHEAT RIDGE POINT N. COL, LATITUDE: 39'LANE !949 DI LONGITUDE:
tO5V3'45.54795", AS SHOWN HEREON. COLORADO STATE PLANE COORDINATE SYSTEM,
CENTRAL ZONE, NORTH AMERICAN DATUM 1983 (NAD83). ALL BEARINGS SHOWN
HEREON ARE RELATIVE THERETO.
6. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND
F,
SURVEY MONUMENT ANO/OR BOUNDARY MONUMENT OR ACCESSORY, COMMITS A CLASS
TWO (2) MISDEMEANOR PURSUANT TO STATE STATUTE C.R.S. SEC 18-4-508. WHOEVER
VALLFULLY DESTROYS, DEFACES, CHANGES, OR REMOVES TO ANOTHER PLACE ANY
SECTION CORNER, QUARTER -SECTION CORNER, OR MEANDER POST, ON ANY
pj
GOVERNMENT LINE OF SURVEY, OR WILLFULLY CUTS D011N ANY VATNESS TREE OR ANY
Z
TREE BLAZED TO MARK THE LINE OF A GOVERNMENT SURVEY, OR VALLFULLY DEFACES,
O
CHANGES, OR REMOVES ANY MONUMENT OR BENCH MARK OF ANY GOVERNMENT
>z
SURVEY, SHALL BE FINED UNDER THIS TITLE OR IMPRISONED NOT MORE THAN SIX
MONTHS, OR BOTH. 18 U.S.C. § 1858.
o
V
u
7. PER COLORADO REVISED STATUTES SEC. 38-51-106 (L), ALL LINEAL UNITS DEPICTED
D]�
ON THIS LAND SURVEY PLAT ARE U.S. SURVEY FEET. ONE METER EOUALS 39.37
.'7 a
DIVIDED BY 12 U.S. SURVEY FEET ACCORDING TO THE NATIONAL INSTITUTE OF
QU
STANDARDS AND TECHNOLOGY.
.Ma
rn
'�"
.'0+
8. SUBSURFACE BUILDINGS, IMPROVEMENTS OR STRUCTURES ARE NOT NECESSARILY
O
SHOWN. BUILDINGS AND OTHER IMPROVEMENTS OR STRUCTURES ON ADJACENT
PROPERTIES THAT ARE MORE THAN FIVE (5) FEET FROM ANY OF THE PROPERTY LINES
OF THE SUBJECT PROPERTY ARE NOT NECESSARILY SHOWN.
9. THE SUBJECT AND ADJOINING PROPERTIES ARE ZONED R-1, RESIDENTIAL -ONE DISTRICT,
PER CITY OF WHEAT RIDGE, AS RESEARCHED ON NOVEMBER 24, 2015. THE
RESTRICTIONS ARE AS FOLLOWS:
FRONT SETBACK: 30 FEET; SDE SETBACK: 15 FEET; REAR SETBACK: 15 FEET
MAXIMUM BUILDING HEIGHT: 35 FEET
MAXIMUM BUILDING COVERAGE: 25X
MINIMUM LOT AREA:12,500 SO. FT.
MINIMUM LOT WIOTH: 100 FEET
N o
10. FLOOD INFORMATION: THE SUBJECT PROPERTY IS LOCATED IN ZONE X UNSHADED, p $
AREAS DETERMINED TO BE OUTSIDE THE 0.2X ANNUAL CHANCE FLOODPLAIN AND/OR02
1-08.ZONE D, AREAS IN WHICH FLOOD HAZARDS ARE UNDETERMINED, BUT POSSIBLE,
ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP; COMMUNITY -PANEL NO. o¢"'
085079-0214 F. DATED MAY 5, 2014. THE MAP DOES NOT DIFFERENTIATE BETWEEN
ZONE X UNSHADED AND ZONE D. FLOOD INFORMATION IS SUBJECT TO CHANGE. i5'za
11. DATES OF FIELDWORK: NOVEMBER 15-24, 2015
12. THE TOTAL AREA OF THE SUBJECT PROPERTY IS 28,306 S0. FT. OR 0.6498 ACRES,
MORE OR LESS. AREA AS SHOWN HEREON IS A RESULTANT FACTOR, NOT A
DETERMINATIVE FACTOR, AND MAY CHANGE SIGNIFICANTLY WITH MINOR VARIATIONS IN Q ,t: p
FIELD MEASUREMENTS OR THE SOFTWARE USED TO PERFORM THE CALCULATIONS. FORip
THIS REASON, THE AREA IS SHOWN AS A "MORE OR LESS' FIGURE, AND IS NOT TO BE It •
u o: R o
RELIED UPON AS AN ACCURATE FACTOR FOR REAL ESTATE SALES PURPOSES. is a g
13. OWNERSHIP INFORMATION IS PER JEFFERSON COUNTY WEBSITE AS RESEARCHED ON W
NOVEMBER 24, 2015 AND IS SUBJECT TO CHANGE. V `�
14. THE FOLLOWING DOCUMENTS ARE MENTIONED IN THE ABOVE REFERENCED TITLE ^
COMMITMENT AND APPEAR TO AFFECT THE SUBJECT PROPERTY BUT CANNOT BE SHOWN As $ Y
GRAPHICALLY. THE FOLLOWING LIST CONTAINS THE TITLE COMMITMENT EXCEPTION i$ I
NUMBER, DATE RECORDED. RECEPTION NUMBER AND/OR BOOK AND PACE. t7 n
FEB. 14, 1922 BOOK 236, PAGE 207 DEED
#110 DEC. 27, 1949 BOOK 658, PAGE 491 RESTRICTIVE COVENANTS � �^
15. NOS/NGS STATEMENT OF ACCURACY: THE GEODETIC PONT COORDINATE DATA SHOWN
HEREIN HAS BEEN DERIVED FROM NA083 HARN STATE PLANE COLORADO CENTRAL FIPS
0502 COORDINATE SYSTEM, AND HAS A HORIZONTAL ACCURACY CLASSIFICATION OF
0.07 U.S. SURVEY FEET AT THE 95% CONFIDENCE LEVEL, AS DEFINED IN THE
GEOSPATIAL POSITIONING ACCURACY STANDARDS OF THE FEDERAL GEODETIC CONTROL
SUBCOMMITTEE (FGDC-STD-007.2-1998).
16. COORDINATES SHOWN HEREON ARE CONSISTENT WITH CURRENT CITY OF WHEAT RIDGE
DATUM, BEING GROUND BASED MODIFIED NAD83 STATE PLANE COORDINATES, COLORADO \
CENTRAL ZONE 0502, ON NADVBB VERTICAL DATUM. ALL COORDINATE INFORMATION IS
DERIVED FROM PUBLISHED CITY OF MEAT RIDGE POINT PHAC-1 INFORMATION, WITH A
COMBINED SCALE FACTOR OF 0.99974780300, AND WITH NAD83 STATE PLANE GRID
COORDINATES AS FOLLOWS: N: 1701258.75, E: 3118217.58, ELEVATION: 5,471.62'.
17. THE BRICK WALLS EXTEND ACROSS THE WESTERLY UNE OF THE SUBJECT PROPERTY
INTO THE RIGHT-OF-WAY OF NEWLAND STREET AS SHOWN HEREON.
18. RECOVERED MONUMENTS FOR THE SUBJECT PROPERTY FALL WITHIN MEASUREMENT
TOLERANCES. HOWEVER THE 1.5" BENT IRON PIPE, ALUMINUM CAP ON /5 REBAR, RED
PLASTIC CAP ON /5 REBAR, BLUE PLASTIC CAP ON /5 REBAR, AND TWO /3 REBAR
SHOWN OUT OF POSITION ARE OUTSIDE OF MEASUREMENT TOLERANCES BUT ARE
REMOTE FROM THE PROPERTY AND WERE HELD TO HAVE NO AFFECT ON THE
BOUNDARY OF THE SUBJECT PROPERTY. THE RELATIVE CALCULATED LOCATION OF ,meq
THOSE MONUMENTS IS SHOWN FOR INFORMATIONAL PURPOSES ONLY.
JOB NUMBER:
15�6
:
ATE
D
surveyors stamn
teent ATE141
I.
JOHN B. GUYTON, A LAND SURVEYOR LICENSED IN THE STATE OF COLORADO, HEREBY D:
STATE FOR AND ON BEHALF OF FLATIRONS, INC.. TO STEVE KINNEY, TITLE ONE OF 03-17-2016
COLORADO & FIRST AMERICAN TITLE INSURNACE COMPANY, THAT THE SURVEY OF THE DRAWN BY:
BOUNDARY OF GLADYS SUBDIVISION WAS CONDUCTED BY ME OR UNDER MY RESPONSIBLE JSTEPHENSON
CHARGE ON NOVEMBER 24, 2015, AND TO THE BEST OF MY KNOWLEDGE. INFORMATION AND
BELIEF, IN ACCORDANCE WITH ALL APPLICABLE COLORADO STATUTES, CURRENT REVISED CHECKED BY:
EDITION AS AMENDED, THE ACCOMPANYING PLAT ACCURATELY REPRESENTS SAID SURVEY. JMB/KE/NV/ETB
JOHN B. GUYTON COLORADO P.L.S. 016406
CHAIRMAN & CEO, FLATIRONS, INC. SHEET 1 OF 2
POINT OF COW ENC£YENT
NEST QUARTER CORNER OF SECTION 25 TOWNSHIP
J SOUTH, RANGE69 WEST OF THE 6TH P.Y.
FOUND 3 3/4' BRASS CAP ON IRON PIPE
STAMPED 'CITY OF MEAT RIDGE T3S R69W 1/4
S 26 S 25 20M LS 32429 '
IN RANGE BOX
PER MONUMENT RECORD DATED 5/23/01
CITY OF WHEAT RIDGE PONT 0IISM
W. 703160.19
E: 121095.96
LATITUDE 3
9'45'43.48276'
LONGINOE: 10504'19.40374*
ax - 5.451.55
LINE TABLE
G
BEARING I LENGTH
NC
Im��ln
N89'40'J9'E 110.99'
OiW�N
N00'19'21'W 70.00'
L3
=1
A PORTION 0 LOT
BLOCK 6
589'40'39*W 1322.10' (AM) _ _ _
?AVIV
SOUTH SIXTEENTH CORNEA BETWEEN
- _
yNj °JS
SECTIONS 25 a 26• TOWNSHIP 3 SOUTH.
(AMENDED MAP)
q �L
RANGE 69 WEST OF THE GTH P.Y.
FOUND 3 1/2' OR A55 CAP ON IRON PIPE
(AMENDED MAP)
T
O�
0
STAMPED -CITY OF WHEAT RODE LS
I =
32429 T3S "" S 1/16 S 26 S 25
g
2000' N RANGE BOX PER MONUMENT
N89'40'39 -E (C) 235.22' (C&R)-
RECORD DATED 2-10-01
r
CITY OF WHEAT RIDGE POINT /160010
- _
I
LINE TABLE
LINE
BEARING I LENGTH
L1
N89'40'J9'E 110.99'
L2
N00'19'21'W 70.00'
L3
NB9'40'39'E 22.73'
Logend
FOUND ALIQUOT MONUMENT AS DESCRIBED
FOUND MONUMENT AS DESCRIBED
® FOUND BRASS TAG AS DESCRIBED
O CALCULATED POSITION (NOT FOUND OR SET)
(AM) AS MEASURED AT TIME OF SURVEY
CALCULATED FROM RECORD AND AS MEASURED
(C) INFORMATION
(R) AS PER RECORD INFORMATION
(TC) AS PER DESCRIPTION IN TITLE COMMITMENT (SEE NOTE 1)
0 GRAVEL
�W- FENCE Pkasc modify the Note O mad:
ELEV ELEVATION LSO' PUBLIC RIGHT-OF-WAY HEREBY
CENTERLINE DEDICATED BY THIS PLAT.
----- RIGHT OF WAY CENTERLINE
- - - ADJACENT PROPERTY LINE
----- EASEMENT
---- SECTION LINE
SUBDIVISION BOUNDARY
PROPOSED LOT UNE
GRAPHIC SCALE
o 11
1 Inch - 30 tt
A PORTION OF LOT
BLOCK 7
HENDERSON
SUBDIVISION
(AMENDED MAP)
ZONE R-1
FOUND 2' ALUMINUM CAP ON
REBAR STAMM *AEGIS SURVEYING
NG PLS 38091 60 WC'
AT A DISTANCE OF 0.00 FROM
THE TRITE PONT OF BEGINNING
FOUND NAIL a ALUMINUM W
STAMPED 'AEGIS PLS 36091 16.
AT A DISTANCE OF 16.ar FROM
TRUE PONT OF K
GLADYS SUBDIVISION
A PORTION OF LOT 2, BLOCK 6, HENDERSON SUBDIVISION (AMENDED MAP),
LOCATED IN THE SOUTHWEST 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
SHEET 2 OF 2
BASIS OF BEARINGS
NORTH LINE OF THE SOUTHWEST QUARTER OF
SEC710N 25
N89'41'SB'E 2844.58' (AM)
FOUND 3 1/4' BRASS CAP CN ALUMINUM
PIPE STAMPED 'OTY OF WHEAT RIDGE LS
26279 T3S R69W C 1/4 SEC 25 199T
IN RANGE BOX PER YONINENT RECORD
DATED 10-23-97
CITY OF WHEAT RIDGE PONT /16909
E: 12374048
LAnTUM 39.454149496•
LONGITUDE 1050.7.45.54795'
EIEV. 5,45511'
'L -
by
ry.�0
,;.
,(Oh
h
5�
S89'40'39'W
- - -
- - PER MONUMENT RECORD DAZED 8/9/02
CITY OF WHEAT RIDGE PONT 9160011
L3
50.00' (C)
F
D
122.73' (C)
0.34' EASTERLY OF
A PORTION 0 LOT
BLOCK 6
589'40'39*W 1322.10' (AM) _ _ _
LOT
2680 NEW AND STREET
HENDERSON SUBDIVISION
- _
_ _ _ _ _ -
-
CALCULATED POSITION
(AMENDED MAP)
FOUND 2' A' WINUM CAP
11IMST 29TH AVEMM
(AMENDED MAP)
FOUND 2' ALUMINUM CAP
3
(50' RIGHT -CF -WAY)
n
g
OR 02872 ACRES
N89'40'39 -E (C) 235.22' (C&R)-
- -
r
BLOCK 7
HENDERSON SUBDIVISION
&
FOUND BENT 1.5' OR PIPE
MORE OR LESS
ZONE R-1
A PORTION OF LOT 2
2.8' NORtKJ3Y OF
CALCILAIID
(AMENDED MAP) I
CA
=
¢
g
19R
BLOCK 6
HENDERSON SUBDIVISION
(AMENDED MAP)
REC NO 77893642
I A PORTION OF LOT 2
8
I APOROTION OF LOT 2
BLOCK 6
FOUND 3 1/4' BRASS CAP CN ALUMINUM
PIPE STAMPED 'OTY OF WHEAT RIDGE LS
26279 T3S R69W C 1/4 SEC 25 199T
IN RANGE BOX PER YONINENT RECORD
DATED 10-23-97
CITY OF WHEAT RIDGE PONT /16909
E: 12374048
LAnTUM 39.454149496•
LONGITUDE 1050.7.45.54795'
EIEV. 5,45511'
'L -
by
ry.�0
,;.
,(Oh
h
5�
SOUTHWEST SIXTEENTH CORNER OF
SECTION 25 TOWNSHIP J SOUTH, RANGE
69 WEST OF THE 6TH P.Y.
FOUND J 1/4' ALUMINUM CAP ON 96
REBAR STAMPED 'LAK ENG SRV INC SW
1/16 2002 LS 16637' IN RANGE BOX
- - -
- - PER MONUMENT RECORD DAZED 8/9/02
CITY OF WHEAT RIDGE PONT 9160011
I FYI- .dMis if the
approximate kcauon ordw
I writ
Bloc
ble<hak REBAR STAMPED LANE
IS In (KI 1.01 2 (It D40R S- 4311'
pears to be lul I ).
7Shouldese 1>e 0.24' SOU711P ai
of Lot 17 c"'•�'TED P��
f ~ SONE R -t BLOCK 6 HENDERSON SUBDIVISION Y
S (AMENDED MAP)
I3 g g HENDERSON SUBDIVISION REC. N0. FI7515B9
N (AMENDED MAP) ZONE R -I
r ; REC.NO.FO372894
N:701140.79 8• ZONE R-1
8 E 701740.03 E: 122095.67 - N
AS ER E 121930.46 FOUND 2' ALUMINUM CAP f S0019'2YE
0 w4*' N89'40'}9'E ON A REDAR STAMPED g I 35.38' (AM)
OM 11E I 'AEGIS SURVEwNG TNG PL$ z SOUTHERLY
CANING 1.50' (C) 38091 J.0 d4*'
W 35.38' (TC)
F = EASTERLY 135.22 (TC) FOUND 1.25' RED PLASTIC CAP ON 05
p N89'4TNP'E 135.22' AM REBAR STAKED 'AEGIS PLS 38091•
.18
Q ON 25.0 133.72' C) N: 701705.41
`�j 900•o•(Alarc) 900'o•(AMarc) E 122085.87 DOu
iRUE _3. 90D'0'(AYBTC) I fills
N' 701708.97
7
FOUND PARTIALLY ILLEQBLEJ
1BLUE PLASTIC CAP
.W
ON 05 REBAR STAMPED
'MOORE a Ass. 1094'
r
it
BEGGIINNNINNGG
F 1
<
Include Me bearing for the
(future) westerly prop"
line of Lot 1.
1
L3
EASTERLY 100' (TC)
N69'40'39'E 100.-
F
D
122.73' (C)
0.34' EASTERLY OF
A PORTION 0 LOT
BLOCK 6
E 121971.22 o
LOT
2680 NEW AND STREET
HENDERSON SUBDIVISION
900'0'(AYtTC)
CALCULATED POSITION
(AMENDED MAP)
FOUND 2' A' WINUM CAP
12.5110 S0 R.
(AMENDED MAP)
FOUND 2' ALUMINUM CAP
3
A PORTION OF LOT I
O
g
OR 02872 ACRES
LOT 2
r
BLOCK 7
HENDERSON SUBDIVISION
&
:
MORE OR LESS
ZONE R-1
2876 NEWIAND STREET
03 SOL FT.
v
a
(AMENDED MAP) I
CA
=
¢
A
3
OR Q75M ACRES
8
ZONE R-1
wir- P
g LOT UK
MORE OR GESS
Y
I
O E'
g=
- HEREBY OEATED BY THIS PUT
BRICK WALL (SEE NOTE 17)
IY W
p8
- -II
88N
A PORTION OF LOT 2
I
BLOCK 6�
Ll
REC.NO.2007052987
AEGIS SURVEYING PLS
70' CRO55-ACCESS EASEMENT
900'0'(AMe7C)
�I
ZONE R-1 900.W(N1/TC)
��
DEDI�ling711BYP1T
BRICK
WALL
R HEREBY DEDICATED
PER THIS PUT
I
-N-I)
�E:1
E 12216587
WHO 2' ALUMINUM CAP
4 /5 REBM STAMPED
XCIS SURV:YING INC. PLS
1091 3.0 WC' '
crly line of Loi I.
(SEE NOTE 17)
233.72' (C)
Slwuld I1sae W
L 6, Hrndcrfon Sub
2s.o N: 701604.55 FENCE S89'40'39'W 235.22' (AM)
'Por9ona of Lot t'7
A PORTION 0 LOT
BLOCK 6
E 121971.22 o
WESTERLY 235.23' (TC)
HENDERSON SUBDIVISION
A PORTION OF LOT I
BRICK COLUMN
(AMENDED MAP)
FOUND 2' A' WINUM CAP
BLOCK 7
(AMENDED MAP)
FOUND 2' ALUMINUM CAP
ON 15 RESAR STAMPED
•AEGIS 3URVEYNG NG
HENDERSON SUBDIVISION
241E R-1
I STAMPED'AEGIS SURVEYING
Ply 36091 SxJ 114*'
(AMENDED MAP)
7 INC PLS 33091 &0 WC' AT A
el ""
A PORTION OF LOT 2
ZONE R-1
DISTANCE GE aar FROM THE
SODHIESTERLY CORNER OF
THE SUBJECT PROPERTY
BLOCK 6
H IDER N
3
REC. NO. PE0140 Sb24
88N
2• ASRMJY -GAP
05 REBAR STAMPED
AEGIS SURVEYING PLS
38091 &0 WC'
E 12216587
WHO 2' ALUMINUM CAP
4 /5 REBM STAMPED
XCIS SURV:YING INC. PLS
1091 3.0 WC' '
crly line of Loi I.
Slwuld I1sae W
L 6, Hrndcrfon Sub
'Por9ona of Lot t'7
A PORTION 0 LOT
BLOCK 6
I A PORTION 0 LOT 2
BLOCK
HENDERSON SUBDIVISION
HENDERSON SUBDIVISION
(AMENDED MAP)
I
(AMENDED MAP)
REC. NO. 2014100874
REC. N0. F0049086
241E R-1
2011E R -I
folaD PARTIALLY aLEdaE
�x
l.s• AL.UINUY CAR ON p
PORTION OF LOT 2
HENDERSON SUBDIVISION
(/(MENDED MAP)
REC.N0.2008036755
ZONE R-1
2,55.4' (R)
N89!'39'E 235.23' (C)
231.252' (R)
PORTION OF LOT
HENDETRSON SUBDIVISION
(A)AENDED MAP)
REC! NO. 2009117922
ZONE R-1
�1`W
6
r A PORTION O LOT 2
m I BLOCK
HENDERSON SUBDIVISION
(AMENDED MAP)
REC.NO.FO96758C
ZONE R-1
..IIbk<hcck that g
is in fad I.o/ 2 (it 8
can to be Lot 1),
eH
iOU1D N R®ARS TO CM
g
.47
WE
a . NORTHEISY
OF CALCULATED POSITION ShOUId these be
'Portions of Lot 1-7
A PORTION LOT 2
BLOCK
W HENDERSON SUBDIVISION
g n I (AMENDED MAP)
W REL. N0. 80029168
p ZONE R-1
N
FOUND 1.S RED PlASnC CAP I FOUND (TENT /3
ON R REDM STAMPED 'COLO REBAR, 40 CAP
ENGIN AND SURVEY 36956' 063' WESTERLYa
0.76' YESTt%Y OF IAA NORTHERLY OF
CALCULATED POSITION CALCULATED POSITION
S8917'28'E -
50.01' (C)
1037,2016 I
J. STEPHENSON
11 SHEET 2 OF 2 111
Zack Wallace
From:
Dave Brossman
Sent:
Friday, April 01, 2016 1:35 PM
To:
Steve@SKinneyProperty.com
Cc:
Zack Wallace; Meredith Reckert
Subject:
RE: Gladys Subdivision
Hi Steve —
Zack forwarded your inquiry to me regarding the timing of the Gladys Sub plat review. Public Works has actually
completed the review, but after a discussion with the City Attorney regarding the ROW dedication he believes it needs
to be done by the plat rather than by separate document as we thought. He stated that the process can remain
administrative without violating any Colorado Statutes (which was our initial concern). But in order to accomplish this he
wants to add some language to the plat (in the form of a Note), so that is actually what we're waiting for.
I'm assuming that we will be receiving the language next week, and then I'll forward the last set of revisions to Zach as
the Case Manager. Since I see you have a rate lock deadline of April 15`h I will make the final review a priority as soon as
Flatirons returns the plat. Since my latest comments and Note from our attorney are essentially drafting things, it should
not take Flatirons more than a day to turn this around (the revisions shouldn't take longer than 30 minutes max.) and
when we get their submittal back I will drop everything and complete the (hopefully) final review and send it right back
to Zack. That way we can get it over to Flatirons for Mylar® as soon as possible. After we receive the Mylar® all that's left
is signatures and recording, and you're on your way!
I hate to run you too close to your deadline since I know how hectic that gets, but I can assure you we will do everything
we can to meet it.
X
David F. Brossman, PLS
Development Review Engineer/City Surveyor
Phone & Fax: 303.235.2864
City of
`
Wh6atRidge
PUBLIC WORKS
From: Zack Wallace
Sent: Friday, April 01, 2016 11:20 AM
To: Dave Brossman
Subject: FW: Gladys Subdivision
From: Steve Kinney[mailto:steve(dskinneyprol2erty.com]
Sent: Thursday, March 31, 2016 1:12 PM
To: Zack Wallace
Subject: Re: Gladys Subdivision
Hi Zack,
I'm checking -in. This is no ones problem but my own [and my neighbor's], but we have a interest rate lock deadline for the re-
fi on the 2880 Newland house of April 15. The lender is asking the anticipated timing for the approval of the lot split. By any
chance do you know what its looking like in terms of timing?
Thank you!
Steve Kinney
RE/MAX Professionals — City Properties
303.475.8200 [cell]
Recognized in 2010, 2011, 2012, 2013, 2014 and 2015 by Denver's 5280 Magazine among Denver's 5 -STAR Residential Real
Estate Brokers.
From: Zack Wallace<zwaIlace CcDci.wheatridee.co.us>
Date: Thursday, March 24, 2016 at 12:08 PM
To: Steve Kinney <steve@skinneypropertv.com>
Subject: RE: Gladys Subdivision
Thanks for the file Steve. I sent it along to Public Works.
Thanks,
Zack Wallace
Planning Technician
Phone: 303-235-2849
www.ci.wheatridee.co.us
City of
1�9Wheat �e
corm 1.7EYtlDFM.EN1
From: Steve Kinney[mailto:steve(askinneyproperty.com]
Sent: Wednesday, March 23, 2016 12:53 PM
To: Zack Wallace
Subject: Re: Gladys Subdivision
Hi Zack,
I think that this is the file you're looking for.
I hope you're enjoying the snowy day!
SK
Steve Kinney
RE/MAX Professionals — City Properties
303.475.8200 [cell]
Recognized in 2010, 2011, 2012, 2013, 2014 and 2015 by Denver's 5280 Magazine among Denver's 5-5TAR Residential Real
Estate Brokers.
From: Zack Wallace <zwallace@ci.wheatridse.co.us>
Date: Wednesday, March 23, 2016 at 11:35 AM
To: Steve Kinney <steve@skinneypropertv.com>
Subject: Gladys Subdivision
Hi Steve,
Public Works mentioned to me that there was no AutoCAD (.dwg) file in your latest submittal. They require this file to
review the plats. I apologize if I missed it when I dragged over the files.
If you could send that file over to me at your earliest convenience I will make sure Public Works receives the file.
Thank you,
Zack Wallace
Planning Technician
7500 W.29 t h Avenue
Wheat Ridge, CO 80033
Direct Line: 303-235-2849
www.ci.wheatridge.co.us
,
City of
Wheat ge
CommumirY DEVELOPMENT
3
Zack Wallace
From:
Dave Brossman
Sent:
Friday, March 11, 2016 10:03 AM
To:
Steve@SKinneyProperty.com
Cc:
Zack Wallace; Meredith Reckert
Subject:
RE: 2nd Review Comments - 2880 Newland Street two -lot subdivision
Attachments:
(07-16-15) 2870-80 Newland -Kinney Sub.pdf, WD (Blank Example).doc
Mr. Kinney,
As you noted in your correspondence to Zack the 1.50' strip of ROW dedication is required to approve the subdivision
application currently in process.
Colorado statute mandates that all Right -of -Way dedication (transfer of title) must be accepted by the legislative body
(in this case, the City Council).
Right -of -Way dedication can be accepted by the City in only one of two ways:
1. By Final Plat. While this is the preferred method of acceptance it does require two public hearings (one in front
of Planning Commission and one in front of City Council). This process takes a minimum of two (2) months to
complete.
2. By Deed. ROW Deeds are taken before City Council by the Public Works Director, separate from the plat. This
process takes about a month but since it is a separate process from the plat we only need the deed to be
executed (signed by the owners) prior to Final Plat recordation. Council approval can come after the plat is
recorded as long the plat states the "ROW is to be dedicated by separate instrument". The dedication by
Warranty Deed (WD) process is what item #5 on the PW requirements (that were provided at your Pre -
Application Meeting) refers to. I have attached a copy of those requirements for your convenience. I have also
attached a copy of the City's standard deed template for you to use should you wish to go this route.
We will be happy to process the ROW whichever method you desire; staff was just trying to keep your process as simple
as possible. Since your 2 -lot subdivision qualifies to be processed administratively if the ROW dedication component was
removed, we figured that is the direction you would want to go. Again, in either case the dedication must go before
Council for acceptance.
If your surveyor quoted you that high of a price you can always complete the highlighted portions of the Warranty Deed
yourself rather than having the surveyor do it. The only parts of the WD you will need from the surveyor is the parcel
info and Basis of Bearings. And since the surveyor already has the AutoCAD drawing file (in the plat), all that needs to
happen is to create the Exhibit A graphical portion from that drawing, and of course create the legal description.
I hope this helps you, and if your surveyor has any questions regarding the deed and/or Exhibit or plat you could have
him/her contact me directly.
Have a great day —
191
David F. Brossman, PLS
Development Review Engineer/City Surveyor
Phone & Fax: 303.235.2864
City Of
�TheatIKijgle
PUBLIC WORKS
From: Steve Kinney[mailto:steveCabskinneyproperty.com]
Sent: Tuesday, March 08, 2016 5:21 PM
To: Zack Wallace
Cc: Meredith Reckert
Subject: Re: 2nd Review Comments - 2880 Newland Street two -lot subdivision
Hi Zack,
I'm hoping for some clarification. In the Second Review Comments Document, Sheet 2, Item #1 it notes this:
This is only a 2 -lot subdivision and can be processed administratively. Dedication by plat requires going through both Planning Commission
and City Council public hearings. PW recommends the ROW dedication be done by separate (Warranty Claim) deed; I have attached a copy
of the standard Wheat Ridge ROW Warranty Deed template. Please modify the highlighted portions in the WD template and return it along
with an Exhibit A (legal description and graphical representation) for review and approval. Please note that the WD must be completed,
reviewed, approved by the City, and executed by the owners prior to recordation of the plat.
The need for the right of way dedication has been clear all -along. But, the requirement for an additional document for the
graphical representation of the ROW dedication is new to me [possibly I misunderstood] and new to the surveyor, who is
experienced at these. To have such a document produced, the cost to me will apparently be $700 - $800, which is A LOT
[especially now that I am already at a total survey expense somewhat in excess of $10,000 because 1) 1 am experienced; 2)
Wade Sanner originally sent me in a direction that was totally not -doable; and, 3) the first time through I used a terrible
surveyor who didn't tie his survey into the correct City points, requiring I re -do it all]. I do prefer to do this administratively
because my neighbor and I are getting tight on the timing for a re-fi she needs to do to sell me the parcel, so I am concerned
about the amount of time needed to run this by City Council. Are we sure that we can't do all of this one one plat [the one
that is done, now complete with the other modifications requested]?
Also, I don't think that I received the standard Wheat Ridge ROW Warranty Deed template with this round of comments,
but think I may have submitted it with the original documents.
Thank you,
Steve
Steve Kinney
RE/MAX Professionals — City Properties
303.475.8200 [cell]
Recognized in 2010, 2011, 2012, 2013, 2014 and 2015 by Denver's 5280 Magazine among Denver's 5 -STAR Residential Real
Estate Brokers.
From: Zack Wallace <zwaIlace CED ci.wheatridge.co.us>
Date: Friday, March 4, 2016 at 8:40 AM
To: Steve Kinney <steve skinneyproperty.com>
Cc: Meredith Reckert <mreckert@ci.wheatridRe.co.us>
Subject: 2nd Review Comments - 2880 Newland Street two -lot subdivision
Mr. Kinney,
We have reviewed your second submittal filed for approval of a two -lot subdivision plat at 2880 Newland Street.
Attached to this email is a letter summarizing the second review of your submittal as well as a document of redlines that
need to be addressed.
Please note that this email is only being sent to you, please forward the letter and redlines to any necessary parties.
Please don't hesitate to call or email if you have any questions.
Thank you,
Zack Wallace
Planning Technician
7500 W. 29`h Avenue
Wheat Ridge, CO 80033
Phone: 303-235-2849
Fax: 303-235-2857
www.ci.wheatridge.co.us
City of
Wheat lk
CoMMUN1TV DF.vt.L.OPMENI
City of
Wheat ,dge
COMMUNITY DEVELOPMENT
City of Wheat Ridge Municipal Building 7500 W. 29'h Ave.
March 3, 2016
Steve Kinney
2070 Newland Street
Wheat Ridge, CO 80214
Dear Mr. Kinney:
Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857
This letter is in regard to the second submittal filed for approval of a two -lot subdivision plat on
property zoned Residential -One (R-1) located at 2880 Newland Street.
The second submittal has been reviewed and all planning comments have been addressed.
Attached are referrals received from other city departments and outside agencies regarding the plat
document.
Wheat Ridge Public Works: See attached letter from Dave Brossman dated March 1, 2016.
Additional referral comments may be forthcoming and will be forwarded.
This concludes the summary of comments. Please address each of these comments by revising the
drawings accordingly. For clarification on any of these issues, please feel free to contact any of the
Development Review committee members:
Community Development Meredith Reckert 303-235-2848
Public Works Dave Brossman 303-235-2864
Traffic Engineering Mark Westberg 303-235-2863
Once changes have been made, please submit one 24" x 36" copy and one 1 I" x 14" copy of the revised
documents. Include an electronic copy with a PDF document and an AutoCAD dwg (2010 or older)
including all external reference and shx files, etc.
If you have any questions or need further clarification, do not hesitate to contact me at 303-235-2848.
Sincerely,
Zack Wallace
Planning Technician
City of
Wheat Ridge
PUBLIC WORKS
City of Wheat Ridge Municipal Building 7500 W. 29'x' Ave.
March 1, 2016
Mr. John B. Guyton, P.L.S.
Flatirons, Inc.
3825 Iris Avenue Suite 395
Boulder, Colorado 80301
(303)443-7001
Wheat Ridge. CO 80033-8001 P: 303.235.2861 F: 303.235.2857
Re: Second Review Comments of the Final Plat for Case # MS-15-06/Kinney (Gladys Subdivision),
located at 2880 Newland Street.
Dear Mr. Guyton,
I have completed the second review of the above referenced plat received on February 19, 2016, for the
proposed subdivision of the property located at 2880 Newland Street, and I have the following comments:
LAND SURVEYING
Final Plat:
Sheet 1:
1. Please include the middle initial of each owner(s) names in both the Owner's Certificate and in
the Notary's block. That way the plat ownership info will exactly match the recorded deed and
may help to minimize ownership issues at the county assessor's (which could lead to their
rejection of the plat).
2. Be sure to include the Surveyor's seal and signature prior to Mylar®.
Sheet 2:
1. This is only a 2 -lot subdivision and can be processed administratively. Dedication by plat requires
going through both Planning Commission and City Council public hearings. PW recommends the
ROW dedication be done by separate (Warranty Claim) deed; I have attached a copy of the
standard Wheat Ridge ROW Warranty Deed template. Please modify the highlighted portions in
the WD template and return it along with an Exhibit A (legal description and graphical
representation) for review and approval. Please note that the WD must be completed, reviewed,
approved by the City, and executed by the owners prior to recordation of the plat.
2. Please provide the distances measured between the two witness corners and to the True Point of
Beginning for the subdivision boundary.
3. There are two different arrow leaders pointing to the NE boundary of Lot 1. If this is correct then
an enlarged detail depicting what is happening at that location must be included on the plat.
Please include one PDF and one AutoCAD (2015 or older) DWG file of the revised Final Plat
with the next submittal.
www.ci.wheatridge.co.us
Public Works Engineering
March 1, 2016
Page 2
If you have any questions, please contact me at 303.235.2864.
Sincerely,
David F. Brossman, P.L.S.
City Surveyor / Development Review Engineer
CC: Steve Nguyen, Engineering Manager
Meredith Reckert. Senior Planner
Zack Wallace, Planning Technician
Mark Van Nattan, Engineering Technician
File
�i tvw.ci.whcatridge.co.us
Gladys Subdivision PLAT -2880 NewlandSt Review-2.Itr.docx
be u—I to cxacd% match the decd
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t N the coum ata. —" 4. hlch
lead to rcJeewn of the p1m).
DAHL. BEING THE OWNERS OF REAL PROPERTY CONTAINING 0.6498
FOI10WS:
PARCEL DESCRIPTION:
THAT PORTION OF LOT 2, BLOCK 6, HENDERSON SUBDIVISION (AMENDED MAP) MORE
PARTICULARLY DESCRIBED AS FOLLOWS: CONSIDERING THE NORTH UNE OF THE
SOUTHWEST QUARTER OF SECTION 25 TO BEAR NORTH 89'41'58' EAST, A DISTANCE OF
2,644.56 FEET BETWEEN A FOUND 3 3/4' BRASS CAP ON IRON PIPE STAMPED "CITY
OF WMEATRIDGE T3S R69W 1/4 S 26 S 25 2001 LS 32429' IN RANGE BOX AT THE
WEST QUARTER CORNER OF SECTION 25 AND A FOUND 3 1/4' BRASS CAP ON
ALUMINUMPIPE STAMPED "CITY OF WHEAT RIDGE LS 28279 T3S R69W C 1/4 SEC 25
1997' IN RANGE BOX AT THE CENTER QUARTER CORNER OF SECTION 25, MATH ALL
BEARINGS CONTAINED HEREIN RELATIVE THERETO.
COMMENCING AT THE WEST QUARTER CORNER OF SECTION 25; THENCE SOUTH
30'05'24' EAST, A DISTANCE OF 1,664.47 FEET TO THE NORTHWESTERLY CORNER OF
THE PROPERTY DESCRIBED AT RECEPTION NO. 2007052987, ALSO BEING THE TRUE
POINT OF BEGINNING; THENCE ALONG A LINE PARALLEL TO AND 100.00 FEET
SOUTHERLY OF THE SOUTHERLY RIGHT—OF—WAY LINE OF WEST 29TH AVENUE NORTH
89'40'39' EAST, A DISTANCE OF 135.22 FEET; THENCE ALONG A LINE PARALLEL TO
THE EASTERLY RIGHT—OF—WAY OF NEWLAND STREET SOUTH 00'19'21' EAST, A
DISTANCE OF 35.38 FEET; THENCE PARALLEL TO SAID SOUTHERLY LINE OF WEST 29TH
AVENUE NORTH 89'40'39' EAST, A DISTANCE OF 100.00 FEET; THENCE PARALLEL TO
SAID EASTERLY LINE OF NEWLAND STREET SOUTH 00'19'21' EAST, A DISTANCE OF
100.00FEET; THENCE PARALLEL TO SAID SOUTHERLY LINE OF WEST 29TH AVENUE
SOUTH 89'40'39" WEST, A DISTANCE OF 235.22 FEET TO A POINT ON SAID EASTERLY
RIGHT—OF—WAY LINE OF NEWLAND STREET, ALSO BEING THE SOUTHWESTERLY CORNER
OF THE PROPERTY DESCRIBEDAT RECEPTION NO. 2007052987; THENCE ALONG SAID
EASTERLY UNE OF NEWLAND STREET NORTH 00'19'21' WEST, A DISTANCE OF 135.38
FEET TO THE TRUE POINT OF BEGINNING, SAID PARCEL CONTAINING 28.306 SQUARE
FEET OR 0.6498 ACRES, MORE OR LESS. COUNTY OF JEFFERSON, STATE OF COLORADO.
HAVE LAID OUT, SUBDIVIDED AND PLATTED SAID LAND AS PER THE DRAWING HEREON
CONTAINED UNDER THE NAME AND STYLE OF GLADYS 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 PUBUC PORTIONS OF REAL
PROPERTY SHOWN AS RIGHT—OF—WAY, AND DO FURTHER DEDICATE TO THE CITY OF
WHEAT RIDGE AND THOSE MUNICIPALLY OWNED AND/OR MUNICIPALLY FRANCHISED
UTIUTIES 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 POND, STREET LIGHTS AND ALL
APPURTENANCES THERETO.
THAD DAHL KELLI DAHL
COUNTY OF JEFFERSON
THE FOREGOING INSTRUMENT WAS A OWLEDGED BEFORE ME THIS DAY OF
A.D. 20_ B
WITNESS MY HAND AND OFFICIAL MY COMMISSION EXPIRES:
NOTARY PUBLIC
Kclb D. Dahl be uacd to
County Clerk and Recorders Certificate
STATE OF COLORADO )
)SS
COUNTY OF JEFFERSON )
I HEREBY CERTIFY THAT THIS PLAT WAS FILED IN THE OFFICE OF THE COUNTY CLERK
AND RECORDER OFJEFFERSON COUNTY, GOLDEN, COLORADO, AT _ O'CLOCK —M.
ON THE DAY OF 20_ A.D., IN BOOK_
PAGE — RECEPTION NO.
JEFFERSON COUNTY CLERK AND RECORDER
BY:
DEPUTY
t�Cl�f4®C
MS-15—OB
GLADYS SUBDIVISION
A PORTION OF LOT 2, BLOCK 6, HENDERSON SUBDIVISION (AMENDED MAP),
LOCATED IN THE SOUTHWEST 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
SHEET 1 OF 2
Vicintty Map
SCALE: 1 500'
Cross Access Easement
THE OWNER, HIS SUCCESSORS AND ASSIGNS GRANTS LIMITED RIGHTS AND PRIVILEGES
TO ACCESS AND TO FREE MOVEMENT THROUGH THOSE AREAS INDICATED AS
'CROSS—ACCESS/INGRESS—EGRESS EASEMENTS,' AS ILLUSTRATED UPON THIS PLAT.
SUCH GRANT OF EASEMENT SHALL BE UMITED TO THE OWNERS, TENANTS, CUSTOMERS.
AND GUESTS OF THE OWNERS, AND SHALL FURTHERMORE GRANT ACCESS TO AND FREE
MOVEMENT THROUGH SAID EASEMENTS TO THOSE ENTERING SAID EASEMENTS FROM
SIMILARLY RECORDED EASEMENTS FROM ADJACENT PROPERTIES AND/OR FROM
ABUTTING PUBLIC STREETS.
City Certification
APPROVED THIS DAY OF 20_ BY THE CITY OF
WHEAT RIDGE.
CITY CLERK
COMMUNITY DEVELOPMENT DIRECTOR
MAYOR
Notes
1. FIRST AMERICAN TITLE INSURANCE COMPANY FILE NUMBER 19352, DATED NOVEMBER 6,
2015 AT 8:00 A.M., WAS ENTIRELY RELIED UPON FOR RECORDED INFORMATION
REGARDING RIGHTS—OF—WAY, EASEMENTS AND ENCUMBRANCES IN THE PREPARATION OF
THIS PLAT. THE PROPERTY SHOWN AND DESCRIBED HEREON IS ALL OF THE PROPERTY
DESCRIBED IN SAID TITLE COMMITMENT.
2. ACCORDING TO COLORADO LAW. YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY 1 1 1
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.
3. THIS ADMINISTRATIVE SUBDIVISION PLAT WAS PREPARED FOR THE EXCLUSIVE USE OF STEVE
KINNEY, TITLE ONE OF COLORADO & FIRST AMERICAN TITLE INSURNACE COMPANY.
NAMED IN THE STATEMENT HEREON. SAID STATEMENT DOES NOT EXTEND TO ANY UNNAMED
PERSON WITHOUT AN EXPRESS STATEMENT BY THE SURVEYOR NAMING SAID PERSON.
4. THIS SURVEY IS VALID ONLY IF PRINT HAS SEAL AND SIGNATURE OF SURVEYOR.
5. BASIS OF BEARINGS: CPS DERIVED BEARINGS BASED ON A BEARING OF N89'41'58'E
ALONG THE NORTH LINE OF THE SOUTHWEST QUARTER OF SECTION 25, TOWNSHIP 3
SOUTH BETWEEN A FOUND 3 3/4' BRASS CAP ON IRON PIPE STAMPED "CITY OF
WHEAT RIDGE T3S R69W 1/4 S 26 S 25 2001 LS 32429 ' IN RANGE BOX AT THE
WEST QUARTER CORNER OF SECTION 25 BEING CITY OF WHEAT RIDGE POINT 016809,
LATITUDE: 39'45'43.48236', LONGITUDE: 105'04'19.40374' AND A FOUND 3 1/4' BRASS
CAP ON ALUMINUM PIPE STAMPED 'CITY OF WHEAT RIDGE LS 28279 T3S R69W C 1/4
SEC 25 1997" IN RANGE BOX AT THE CENTER QUARTER CORNER OF SECTION 25,
BEING CITY OF WHEAT RIDGE POINT N- COL, LATITUDE: 39'LANE 4949 DI LONGITUDE:
105'03'45.54795', AS SHOWN HEREON. COLORADO STATE PLANE COORDINATE SYSTEM,
CENTRAL ZONE, NORTH AMERICAN DATUM 1983 (NAD83). ALL BEARINGS SHOWN
HEREON ARE RELATIVE THERETO.
6. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND
SURVEY MONUMENT AND/OR BOUNDARY MONUMENT OR ACCESSORY, COMMITS A CLASS
TWO (2) MISDEMEANOR PURSUANT TO STATE STATUTE C.R.S. SEC 18-4-508. WHOEVER
WILLFULLY DESTROYS, DEFACES. CHANGES, OR REMOVES TO ANOTHER PLACE ANY
SECTION CORNER, QUARTER—SECTION CORNER, OR MEANDER POST, ON ANY
GOVERNMENT UNE OF SURVEY, OR WILLFULLY CUTS DOWN ANY WITNESS TREE OR ANY
TREE BLAZED TO MARK THE LINE OF A GOVERNMENT SURVEY, OR VALLFULLY DEFACES.
CHANGES, OR REMOVES ANY MONUMENT OR BENCH MARK OF ANY GOVERNMENT
SURVEY, SHALL BE FINED UNDER THIS TITLE OR IMPRISONED NOT MORE THAN SIX
MONTHS, OR BOTH. 18 U.S.C. tt 1858.
7. PER COLORADO REVISED STATUTES SEC. 38-51-106 (L), ALL LINEAL UNITS DEPICTED
ON THIS LAND SURVEY PLAT ARE U.S. SURVEY FEET. ONE METER EQUALS 39.37
DIVIDED BY 12 U.S. SURVEY FEET ACCORDING TO THE NATIONAL INSTITUTE OF
STANDARDS AND TECHNOLOGY.
8. SUBSURFACE BUILDINGS, IMPROVEMENTS OR STRUCTURES ARE NOT NECESSARILY
SHOWN. BUILDINGS AND OTHER IMPROVEMENTS OR STRUCTURES ON ADJACENT
PROPERTIES THAT ARE MORE THAN FIVE (5) FEET FROM ANY OF THE PROPERTY LINES
OF THE SUBJECT PROPERTY ARE NOT NECESSARILY SHDWN.
9. THE SUBJECT AND ADJOINING PROPERTIES ARE ZONED R-1, RESIDENTIAL—ONE DISTRICT,
PER CITY OF WHEAT RIDGE. AS RESEARCHED ON NOVEMBER 24, 2015. THE
RESTRICTIONS ARE AS FOLLOWS:
FRONT SETBACK: 30 FEET; SIDE SETBACK: 15 FEET; REAR SETBACK: 15 FEET
MAXIMUM BUILDING HEIGHT: 35 FEET
MAXIMUM BUILDING COVERAGE: 25%
MINIMUM LOT AREA: 12,500 SO. FT.
MINIMUM LOT WIDTH: 100 FEET
10. FLOOD INFORMATION: THE SUBJECT PROPERTY IS LOCATED IN ZONE X UNSHADED.
AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN AND/OR
ZONE 0, AREAS IN WHICH FLOOD HAZARDS ARE UNDETERMINED. BUT POSSIBLE,
ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP; COMMUNITY—PANEL NO.
085079-0214 F. DATED MAY 5, 2014. THE MAP DOES NOT DIFFERENTIATE BETWEEN
ZONE X UNSHADED AND ZONE D. FLOOD INFORMATION IS SUBJECT TO CHANGE.
11. DATES OF FIELDWORK: NOVEMBER 15-24. 2015
12. THE TOTAL AREA OF THE SUBJECT PROPERTY IS 28,306 SO. FT. OR 0.6498 ACRES,
MORE OR LESS. AREA AS SHOWN HEREON IS A RESULTANT FACTOR, NOT A
DETERMINATIVE FACTOR, AND MAY CHANGE SIGNIFICANTLY WITH MINOR VARIATIONS IN
FIELD MEASUREMENTS OR THE SOFTWARE USED TO PERFORM THE CALCULATIONS. FOR
THIS REASON, THE AREA IS SHOWN AS A 'MORE OR LESS' FIGURE, AND IS NOT TO BE
RELIED UPON AS AN ACCURATE FACTOR FOR REAL ESTATE SALES PURPOSES.
13. OWNERSHIP INFORMATION IS PER JEFFERSON COUNTY WEBSITE AS RESEARCHED ON
NOVEMBER 24, 2015 AND IS SUBJECT TO CHANGE.
14. THE FOLLOWING DOCUMENTS ARE MENTIONED IN THE ABOVE REFERENCED TITLE
COMMITMENT AND APPEAR TO AFFECT THE SUBJECT PROPERTY BUT CANNOT BE SHOWN
GRAPHICALLY. THE FOLLOWING LIST CONTAINS THE TITLE COMMITMENT EXCEPTION
NUMBER, DATE RECORDED, RECEPTION NUMBER AND/OR BOOK AND PAGE.
/8 FEB. 14, 1922 BOOK 236, PAGE 207 DEED
/10 DEC. 27, 1949 BOOK 658, PAGE 491 RESTRICTIVE COVENANTS
15. NOS/NGS STATEMENT OF ACCURACY: THE GEODETIC POINT COORDINATE DATA SHOWN
HEREIN HAS BEEN DERIVED FROM NAD83 HARN STATE PLANE COLORADO CENTRAL FIPS
0502 COORDINATE SYSTEM, AND HAS A HORIZONTAL ACCURACY CLASSIFICATION OF
0.07 U.S. SURVEY FEET AT THE 95% CONFIDENCE LEVEL, AS DEFINED IN THE
GEOSPATIAL POSITIONING ACCURACY STANDARDS OF THE FEDERAL GEODETIC CONTROL
SUBCOMMITTEE (FGDC—STD-007.2-1998).
16. COORDINATES SHOWN HEREON ARE CONSISTENT WITH CURRENT CITY OF WHEAT RIDGE
DATUM, BEING GROUND BASED MODIFIED NAD83 STATE PLANE COORDINATES, COLORADO
CENTRAL ZONE 0502, ON NADV88 VERTICAL DATUM. ALL COORDINATE INFORMATION IS
DERIVED FROM PUBLISHED CITY OF WHEAT RIDGE POINT PHAC-1 INFORMATION, WITH A
COMBINED SCALE FACTOR OF 0.99974780300, AND WITH NAD83 STATE PLANE GRID
COORDINATES AS FOLLOWS: N: 1701258.75, E: 3118217.58, ELEVATION: 5.471.62'.
17. THE BRICK WALLS EXTEND ACROSS THE WESTERLY LINE OF THE SUBJECT PROPERTY
INTO THE RIGHT—OF—WAY OF NEWLAND STREET AS SHOWN HEREON.
*3—AVE
DIRECTOR OF PUBLIC WORKS
TOLERANCES. HOWEVER THE 1.5' BENT IRON PIPE. ALUMINUM CAP ON /5 REBAR, RED
PLASTIC CAP ON 05 REBAR, BLUE PLASTIC CAP ON /5 REBAR, AND TWO F3 REBAR
H
w 30TH AYE
REMOTE FROM THE PROPERTY AND WERE HELD TO HAVE NO AFFECT ON THE
BOUNDARY OF THE SUBJECT PROPERTY. THE RELATIVE CALCULATED LOCATION OF
THOSE MONUMENTS IS SHOWN FOR INFORMATIONAL PURPOSES ONLY.
�
]0TH AVE
I, JOHN B. GUYTON, A LAND SURVEYOR LICENSED IN THE STATE OF COLORADO, HEREBY
PulLICIII110mm
STATE FOR AND ON BEHALF OF FLATIRONS, INC., TO STEVE KINNEY, TITLE ONE OF
COLORADO h FIRST AMERICAN TITLE INSURNACE COMPANY, THAT THE SURVEY OF THE
DATfe 02/1812016
BOUNDARY OF GLADYS SUBDIVISION WAS CONDUCTED BY ME OR UNDER MY RESPONSIBLE
02f1lI2010
CHARGE ON NOVEMBER 24, 2015, AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND
III
i
2nd SYhmNtal
W 29TH AVE
JOHN B. GUYTON COLORADO P.L.S. /16406
CHAIRMAN k CEO, FLATIRONS, INC.
axe
G
W 28TH AVE
w xaTH AVE
"
W 26M AVE
Vicintty Map
SCALE: 1 500'
Cross Access Easement
THE OWNER, HIS SUCCESSORS AND ASSIGNS GRANTS LIMITED RIGHTS AND PRIVILEGES
TO ACCESS AND TO FREE MOVEMENT THROUGH THOSE AREAS INDICATED AS
'CROSS—ACCESS/INGRESS—EGRESS EASEMENTS,' AS ILLUSTRATED UPON THIS PLAT.
SUCH GRANT OF EASEMENT SHALL BE UMITED TO THE OWNERS, TENANTS, CUSTOMERS.
AND GUESTS OF THE OWNERS, AND SHALL FURTHERMORE GRANT ACCESS TO AND FREE
MOVEMENT THROUGH SAID EASEMENTS TO THOSE ENTERING SAID EASEMENTS FROM
SIMILARLY RECORDED EASEMENTS FROM ADJACENT PROPERTIES AND/OR FROM
ABUTTING PUBLIC STREETS.
City Certification
APPROVED THIS DAY OF 20_ BY THE CITY OF
WHEAT RIDGE.
CITY CLERK
COMMUNITY DEVELOPMENT DIRECTOR
MAYOR
Notes
1. FIRST AMERICAN TITLE INSURANCE COMPANY FILE NUMBER 19352, DATED NOVEMBER 6,
2015 AT 8:00 A.M., WAS ENTIRELY RELIED UPON FOR RECORDED INFORMATION
REGARDING RIGHTS—OF—WAY, EASEMENTS AND ENCUMBRANCES IN THE PREPARATION OF
THIS PLAT. THE PROPERTY SHOWN AND DESCRIBED HEREON IS ALL OF THE PROPERTY
DESCRIBED IN SAID TITLE COMMITMENT.
2. ACCORDING TO COLORADO LAW. YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY 1 1 1
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.
3. THIS ADMINISTRATIVE SUBDIVISION PLAT WAS PREPARED FOR THE EXCLUSIVE USE OF STEVE
KINNEY, TITLE ONE OF COLORADO & FIRST AMERICAN TITLE INSURNACE COMPANY.
NAMED IN THE STATEMENT HEREON. SAID STATEMENT DOES NOT EXTEND TO ANY UNNAMED
PERSON WITHOUT AN EXPRESS STATEMENT BY THE SURVEYOR NAMING SAID PERSON.
4. THIS SURVEY IS VALID ONLY IF PRINT HAS SEAL AND SIGNATURE OF SURVEYOR.
5. BASIS OF BEARINGS: CPS DERIVED BEARINGS BASED ON A BEARING OF N89'41'58'E
ALONG THE NORTH LINE OF THE SOUTHWEST QUARTER OF SECTION 25, TOWNSHIP 3
SOUTH BETWEEN A FOUND 3 3/4' BRASS CAP ON IRON PIPE STAMPED "CITY OF
WHEAT RIDGE T3S R69W 1/4 S 26 S 25 2001 LS 32429 ' IN RANGE BOX AT THE
WEST QUARTER CORNER OF SECTION 25 BEING CITY OF WHEAT RIDGE POINT 016809,
LATITUDE: 39'45'43.48236', LONGITUDE: 105'04'19.40374' AND A FOUND 3 1/4' BRASS
CAP ON ALUMINUM PIPE STAMPED 'CITY OF WHEAT RIDGE LS 28279 T3S R69W C 1/4
SEC 25 1997" IN RANGE BOX AT THE CENTER QUARTER CORNER OF SECTION 25,
BEING CITY OF WHEAT RIDGE POINT N- COL, LATITUDE: 39'LANE 4949 DI LONGITUDE:
105'03'45.54795', AS SHOWN HEREON. COLORADO STATE PLANE COORDINATE SYSTEM,
CENTRAL ZONE, NORTH AMERICAN DATUM 1983 (NAD83). ALL BEARINGS SHOWN
HEREON ARE RELATIVE THERETO.
6. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND
SURVEY MONUMENT AND/OR BOUNDARY MONUMENT OR ACCESSORY, COMMITS A CLASS
TWO (2) MISDEMEANOR PURSUANT TO STATE STATUTE C.R.S. SEC 18-4-508. WHOEVER
WILLFULLY DESTROYS, DEFACES. CHANGES, OR REMOVES TO ANOTHER PLACE ANY
SECTION CORNER, QUARTER—SECTION CORNER, OR MEANDER POST, ON ANY
GOVERNMENT UNE OF SURVEY, OR WILLFULLY CUTS DOWN ANY WITNESS TREE OR ANY
TREE BLAZED TO MARK THE LINE OF A GOVERNMENT SURVEY, OR VALLFULLY DEFACES.
CHANGES, OR REMOVES ANY MONUMENT OR BENCH MARK OF ANY GOVERNMENT
SURVEY, SHALL BE FINED UNDER THIS TITLE OR IMPRISONED NOT MORE THAN SIX
MONTHS, OR BOTH. 18 U.S.C. tt 1858.
7. PER COLORADO REVISED STATUTES SEC. 38-51-106 (L), ALL LINEAL UNITS DEPICTED
ON THIS LAND SURVEY PLAT ARE U.S. SURVEY FEET. ONE METER EQUALS 39.37
DIVIDED BY 12 U.S. SURVEY FEET ACCORDING TO THE NATIONAL INSTITUTE OF
STANDARDS AND TECHNOLOGY.
8. SUBSURFACE BUILDINGS, IMPROVEMENTS OR STRUCTURES ARE NOT NECESSARILY
SHOWN. BUILDINGS AND OTHER IMPROVEMENTS OR STRUCTURES ON ADJACENT
PROPERTIES THAT ARE MORE THAN FIVE (5) FEET FROM ANY OF THE PROPERTY LINES
OF THE SUBJECT PROPERTY ARE NOT NECESSARILY SHDWN.
9. THE SUBJECT AND ADJOINING PROPERTIES ARE ZONED R-1, RESIDENTIAL—ONE DISTRICT,
PER CITY OF WHEAT RIDGE. AS RESEARCHED ON NOVEMBER 24, 2015. THE
RESTRICTIONS ARE AS FOLLOWS:
FRONT SETBACK: 30 FEET; SIDE SETBACK: 15 FEET; REAR SETBACK: 15 FEET
MAXIMUM BUILDING HEIGHT: 35 FEET
MAXIMUM BUILDING COVERAGE: 25%
MINIMUM LOT AREA: 12,500 SO. FT.
MINIMUM LOT WIDTH: 100 FEET
10. FLOOD INFORMATION: THE SUBJECT PROPERTY IS LOCATED IN ZONE X UNSHADED.
AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN AND/OR
ZONE 0, AREAS IN WHICH FLOOD HAZARDS ARE UNDETERMINED. BUT POSSIBLE,
ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP; COMMUNITY—PANEL NO.
085079-0214 F. DATED MAY 5, 2014. THE MAP DOES NOT DIFFERENTIATE BETWEEN
ZONE X UNSHADED AND ZONE D. FLOOD INFORMATION IS SUBJECT TO CHANGE.
11. DATES OF FIELDWORK: NOVEMBER 15-24. 2015
12. THE TOTAL AREA OF THE SUBJECT PROPERTY IS 28,306 SO. FT. OR 0.6498 ACRES,
MORE OR LESS. AREA AS SHOWN HEREON IS A RESULTANT FACTOR, NOT A
DETERMINATIVE FACTOR, AND MAY CHANGE SIGNIFICANTLY WITH MINOR VARIATIONS IN
FIELD MEASUREMENTS OR THE SOFTWARE USED TO PERFORM THE CALCULATIONS. FOR
THIS REASON, THE AREA IS SHOWN AS A 'MORE OR LESS' FIGURE, AND IS NOT TO BE
RELIED UPON AS AN ACCURATE FACTOR FOR REAL ESTATE SALES PURPOSES.
13. OWNERSHIP INFORMATION IS PER JEFFERSON COUNTY WEBSITE AS RESEARCHED ON
NOVEMBER 24, 2015 AND IS SUBJECT TO CHANGE.
14. THE FOLLOWING DOCUMENTS ARE MENTIONED IN THE ABOVE REFERENCED TITLE
COMMITMENT AND APPEAR TO AFFECT THE SUBJECT PROPERTY BUT CANNOT BE SHOWN
GRAPHICALLY. THE FOLLOWING LIST CONTAINS THE TITLE COMMITMENT EXCEPTION
NUMBER, DATE RECORDED, RECEPTION NUMBER AND/OR BOOK AND PAGE.
/8 FEB. 14, 1922 BOOK 236, PAGE 207 DEED
/10 DEC. 27, 1949 BOOK 658, PAGE 491 RESTRICTIVE COVENANTS
15. NOS/NGS STATEMENT OF ACCURACY: THE GEODETIC POINT COORDINATE DATA SHOWN
HEREIN HAS BEEN DERIVED FROM NAD83 HARN STATE PLANE COLORADO CENTRAL FIPS
0502 COORDINATE SYSTEM, AND HAS A HORIZONTAL ACCURACY CLASSIFICATION OF
0.07 U.S. SURVEY FEET AT THE 95% CONFIDENCE LEVEL, AS DEFINED IN THE
GEOSPATIAL POSITIONING ACCURACY STANDARDS OF THE FEDERAL GEODETIC CONTROL
SUBCOMMITTEE (FGDC—STD-007.2-1998).
16. COORDINATES SHOWN HEREON ARE CONSISTENT WITH CURRENT CITY OF WHEAT RIDGE
DATUM, BEING GROUND BASED MODIFIED NAD83 STATE PLANE COORDINATES, COLORADO
CENTRAL ZONE 0502, ON NADV88 VERTICAL DATUM. ALL COORDINATE INFORMATION IS
DERIVED FROM PUBLISHED CITY OF WHEAT RIDGE POINT PHAC-1 INFORMATION, WITH A
COMBINED SCALE FACTOR OF 0.99974780300, AND WITH NAD83 STATE PLANE GRID
COORDINATES AS FOLLOWS: N: 1701258.75, E: 3118217.58, ELEVATION: 5.471.62'.
17. THE BRICK WALLS EXTEND ACROSS THE WESTERLY LINE OF THE SUBJECT PROPERTY
INTO THE RIGHT—OF—WAY OF NEWLAND STREET AS SHOWN HEREON.
15-66,141
DATE:
01-11-2016
DRAWN BY:
J. STEPHENSON
CHECKED BY:
JMB/KE/NV/ETB
SHEET 1 OF 2
18. RECOVERED MONUMENTS FOR THE SUBJECT PROPERTY FALL WITHIN MEASUREMENT
DIRECTOR OF PUBLIC WORKS
TOLERANCES. HOWEVER THE 1.5' BENT IRON PIPE. ALUMINUM CAP ON /5 REBAR, RED
PLASTIC CAP ON 05 REBAR, BLUE PLASTIC CAP ON /5 REBAR, AND TWO F3 REBAR
SHOWN OUT OF POSITION ARE OUTSIDE OF MEASUREMENT TOLERANCES BUT ARE
REMOTE FROM THE PROPERTY AND WERE HELD TO HAVE NO AFFECT ON THE
BOUNDARY OF THE SUBJECT PROPERTY. THE RELATIVE CALCULATED LOCATION OF
THOSE MONUMENTS IS SHOWN FOR INFORMATIONAL PURPOSES ONLY.
Surveyor's Statement
C"OFYMIEATRDOE
I, JOHN B. GUYTON, A LAND SURVEYOR LICENSED IN THE STATE OF COLORADO, HEREBY
PulLICIII110mm
STATE FOR AND ON BEHALF OF FLATIRONS, INC., TO STEVE KINNEY, TITLE ONE OF
COLORADO h FIRST AMERICAN TITLE INSURNACE COMPANY, THAT THE SURVEY OF THE
DATfe 02/1812016
BOUNDARY OF GLADYS SUBDIVISION WAS CONDUCTED BY ME OR UNDER MY RESPONSIBLE
02f1lI2010
CHARGE ON NOVEMBER 24, 2015, AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND
III
BELIEF, IN ACCORDANCE WITH ALL APPLICABLE COLORADO STATUTES, CURRENT REVISED
2nd SYhmNtal
EDITION AS AMENDED, THE ACCOMPANYING PLAT ACCURATELY REPRESENTS SAID SURVEY.
JOHN B. GUYTON COLORADO P.L.S. /16406
CHAIRMAN k CEO, FLATIRONS, INC.
15-66,141
DATE:
01-11-2016
DRAWN BY:
J. STEPHENSON
CHECKED BY:
JMB/KE/NV/ETB
SHEET 1 OF 2
GLADYS SUBDIVISION
A PORTION OF LOT 2, BLOCK 6, HENDERSON SUBDIVISION (AMENDED MAP),
LOCATED IN THE SOUTHWEST 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
SHEET 2 OF 2
VEST OU TER CORNER OF SECTION 25. TOWNSHIP
3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.
FOUND 3 3/4' BRASS CAP ON IRON PIPE
STAMPED 'CITY OF WHEAT RIDGE T35 R697
1/4
S 26 S 25 2001 LS 32429• IN RANGE BOX
PER MONUMENT RECORD DATED 5/23/01
CITY OF WHEAT RIDGE PONT /161109
N: 70310MIO BASS OF BEARINGS
E 121095.96 NORTH LINE OF THE SOUTHWEST OUARTER OF
LATITUDE 39.45'4146236' SECTION 25
LONGITUDE 10504'19.40374' N69'41'S6�E 2644.516' (AM)
QEV. 5.451.55'
Im�k'N
aN�� sus'
SOUTH SIXTEENTH CORNER BETWEEN N IIiS
SEC 25! Zd, TOMNSNP ]SOUTH.
RANGE 69 VEST a TME 6TH P.M r BO`S
FOUND 3 1/1' BRAW CAP ON IRON PPE 8 r
STAMPED 'CITY OF WHEAT RIDGE LS VVV111
32429 T3S Ra9W S 1/16 5 26 S 25 S89'40'39'W
2000' N RANGE BOX PER MONUMENT J 50.00 (C)
RECORD DATED 2-10-0 _
OTY OF WHEAT RIDGE PONT /16000 - - - - 589'40'39'W 1322.10 AM -
- - - - - 1164L 29TH AVE:PE
I (SO' RIGHT-OF-WAY) r
N89'40'39'E (C) 235.22' (C&R)
-- -- Is (Acre sopposed to be IW'0 iOU11D BENT 1.5' SIGN PIPE T
A PORTION OF L IIT_,, arrow Iced -I I(, so 2.8' NORTHERLY OF
A PORTION OF LOT CALCULATED POSITION
BLOCK 7 BLOCK 6 sou need to Include an
HENDERSON SUBDIVISION g HENDERSON SUBDI !riled dead depicting W hat A PORTION OF LOT 2
(AMENDED MA �- g In p PORTION OF LOT 2
(AMENDED MAP) Is h m - Thu aca. BLOCK 6
ProVlde the distances REC. NO. 77693
ZONE R I ZONE R-1 BLOCK 6 HENDERSON SUBDIVISION
bent wnlhcx (arc lhcs g HENDERSON SUBDIVISION I (AMENDED MAP)
FOUND 2' ALIR6Nw W -ad % M') V $ (AMENDED MAP) REG. NOO. FIRI54589
ON p REDAR STAIJPEDNZONE
LINE TABLE
LINE
BEARING LENGTH
Lt
N89'40'39'E 110.99'
L2
N00'19'21'W 70.00'
L3
N89'4139'E 22.73'
Legend b FOUND AUOUOT MONUMENT AS DESCRIBED
• FOUND MONUMENT AS DESCRIBED
10 FOUND BRASS TAG AS DESCRIBED
0 CALCULATED POSITION (NOT FOUND OR SET)
(AM) AS MEASURED AT TIME OF SURVEY
CALCULATED FROM RECORD AND AS MEASURED
(C) INFORMATION
(R) AS PER RECORD INFORMATION
(TC) AS PER DESCRIPTION IN TITLE COMMITMENT (SEE NOTE 1)
0 GRAVEL Thls Is onl) a 2 -lots "' I- and can be p,-..d
FENCE admlmstramch Ucdloation b. plat mqu- going Ihmugh
both Planning ('ommuslon and CI. Council public
E.1 ELEVATION hcanngs PW rcconlmcnd, the ROW dedication be done be
CENTERLIN Separate(W-tl Claim)decd
----- RIGHT OF WAY CENTERLINE
- ADJACENT PROPERTY LINE
----- EASEMENT
- -- - SECTION LINE
SUBDIVISION BOUNDARY
PROPOSED LOT UNE
GRAPHIC SCALE
( IN reef )
I inch - 30 it
•AEds SLNYEYNG INC.
PIS 36091 8.0 WC'
FOUND NAL AS ALUYNUY
WASHER STAMPED 'AEGIS
PLS 36091 16.0 WC'
wv
0
Nro
^EN
FOUND PARTIALLY ILLEOBIEfT
1.25• BLUE PLASTIC CAP
ON R REBAR STAMPED
YOORE ! ASS. 1094'
0.34' EASTERLY OF
CALCULATED P09TIOT
A PORTION OF LOT I
BLOCK 7
HENDERSON SUBDIVISION
(AMENDED MAP)
ZONE R-1
A PORTION OF LOT I
BLOCK 7
HENDERSON SUBDIVISION
(AMENDED MAP)
ZONE R-1
HIS RAT
,/-N: 727 '
E: 122165,8163.67
Dmmmmommmi
FOUND 3 1/4- BRASS CAP ON ALUMINUM
PPE STAMPED 'CITY OF WHEAT RIDGE LS
- - - -
of
gN: 70174079
; REC.NO.FO372894
8 N ZONE R-1
_
N: 701710.03 E 122085.67
z E: 121930/6 FOUND Y ALUYNUY CAP
f S00l9'21'E
E-
N89'40'39'E ON A REBAR STAMPED
'AEGIS
g 35.-' (AM)
REC. NO. F0049006
SURIEYND NC PLS
1.50• (C)
z SOUTHERLY
gg
36°61 10 Wc'
35.38' (TC)
05
I.V AWMfNM CAP ON 26EBAR
- EASTERLY 135.22' (TC)
STAMPED 'LANE
g>
N69.40'39'E 135.2Y AM
FOUND 1.25' RED PLASTIC CAP ON 65
REBAR STAMPED •AEGIS PLS 38091'
25.0
133.72' (C)
M: 701705.41
i
tV F
909'0-(AY/TC) 90D'0•(AYlTC) E: 12208187
TRUE
P�
3. 90D'0•(AMlTC)
POT OF
N
00
ID
BEGINNING
�N:72156.47
EASTERLY 100' (TC)
(/I L Z
4
3.
sj
L3 N69'4039 -E 100.0
S F
LOT 1
122.73• (C)
7J
2880 NEWLAND STREET
90D'0'(AMliC)
1 j
„�
12,500 50. R.
11/16 2002 LS 16837- IN RANGE BOX
I�
n I.7-
DR 0.2872 ACRES
MORE OR LESS
LOT 2
B
PEA MONUMENT RECORD DATED 8/9/02
- CITY OF WHEAT RIDGE PONT 616o01t
2876 IEWLAND STREET
W R >
15.603 S0. FT.
N OR 0.35112 ACRES
Z W lV
n
LOT UNE
MORE OR LESS
HEREBY CREATED BY THIS PLAT
0
Z
BRICK WALL (SEE NOTE 17)
A PORTION OF LOT 2
BLOCK 6
L1
REC. NO .200705290?
S b' 0R09EBY DEDICATED EASEYENT�
90D'0•(AMlTC) HEREBY IS PLAT
PER THIS RAT
ZONE R-1 9oro'o'(AMITc)•
XOOc WALL
NOTE n
233.72' (C)
25.0
N: 701604.65 fENGE S69.40'39"W 235.21' (AM)
E121931.22 o WESTERLY
235.23' (C) -
,/-N: 727 '
E: 122165,8163.67
Dmmmmommmi
FOUND 3 1/4- BRASS CAP ON ALUMINUM
PPE STAMPED 'CITY OF WHEAT RIDGE LS
- - - -
A PORTION OF LOT 2
51997-
26279 T3S R69'w C 1/4 SEC 251997-
IN
IN RANGE BOX PER MONUMENT RECORD
DATED 1D-23-97
CITY OF WHEAT RIDGE PONT /16909
- _ N: 703194.05
E: 123740.48
UTITUDE 39'45'4.149496'
LONGITUDE 105"0'45.54795•
ELEV: 5.455.11'
_
HENDERSON SUBDIVISION
E-
(AMENDED MAP)
RV
'REQS SURVEYING INC
'
RS 36091 JXS WC'
REC. NO. F0049006
A PORTION OF LOT 2
ZONE R-1
gg
PARTIALLY ILLEGIBLE
05
I.V AWMfNM CAP ON 26EBAR
BLOCK 6
STAMPED 'LANE
g>
JOUND
NA S^"436'24'
CL a
SOUINiOF
MAP)
ALCULATED POSITION
i
tV F
REC.NO.2008036755
ZONE R-1
P�
00
ID
6�ry
ry�6
�N:72156.47
SOUTHWEST SIXTEENTH CORNER OF
SECTION 25. TOWNSHIP 3 SOUTH. RANI
(/I L Z
4
3.
sj
NB9'40'39'E 235.23' (C)
69 WEST OF THE GTH P.Y.
L.
C
Ai
7J
FOUND 3 t/4• ALUMINUM CAP ON #5
REBAR STAMPED 'LAME ENG SRV INC $W
W ID
Q
�v
38091 8.0 SIC'
11/16 2002 LS 16837- IN RANGE BOX
M
- - -
-
PEA MONUMENT RECORD DATED 8/9/02
- CITY OF WHEAT RIDGE PONT 616o01t
.7
y
° 4) L.
(DO
A PORTION OF LOT 2
BLOCK 6
HENDERSON SUBDIVISION
(AMENDED MAP)
REC. NO. 2 01410 0 8 7 4
ZONE R-1
I I
A PORTION OF LOT 2
FOUND Y ALUMNUY CAP
BLOCK 6
HENDERSON SUBDIVISION
380111 10 WC'
(AMENDED MAP)
RV
'REQS SURVEYING INC
'
RS 36091 JXS WC'
REC. NO. F0049006
A PORTION OF LOT 2
ZONE R-1
gg
PARTIALLY ILLEGIBLE
05
I.V AWMfNM CAP ON 26EBAR
BLOCK 6
STAMPED 'LANE
g>
JOUND
NA S^"436'24'
SOUINiOF
MAP)
ALCULATED POSITION
FOUND 2' ALUM#" CAP I r
ON 65 REBAR STAMPED
FOUND Y ALUMNUY CAP
AEGIS AURYEWN INC. PLS
GI REBAR STAMPED
380111 10 WC'
RV
'REQS SURVEYING INC
'
RS 36091 JXS WC'
i�?
A PORTION OF LOT 2
gg
A PORTION OF LOT 2
o'
en
BLOCK 6
g>
HEHDERSON SUBDIVISION
MIw(AMENDED
MAP)
i
tV F
REC.NO.2008036755
ZONE R-1
P�
�N:72156.47
235.4' (R)
E_ 122156.43
NB9'40'39'E 235.23' (C)
STAMPED
235.252' (R)
7J
1BRICK COLUWI
FOUND Y ALUMNUY CAP
GI REBAR STAMPED
FOUND 2' IIUY
CAP STAMPED 'AEGIS
RV
'REQS SURVEYING INC
'
RS 36091 JXS WC'
1 SURVEYING INC. PLS
< 38091 0.D WC'
A PORTION OF LOT 2
rV!i
BLOCK 6
HENDERSON SUBDIVISION
o'
en
(AMENDED MAP)
m
1
REC. NO. 201405324
w ;
Y
ZONE R-1
N-
1'g gN
Y ALUMINUM CAP
STAMPED
allREBAR
AEGIS SURVEYING PLS
38091 8.0 SIC'
FOUND N REBAR. NO CAP
1.41' WESTERLY ! 0.56' NORTHERLY
OF CALCULATED POSITION
A PORTION OF LOT 2
BLOCK 6 �o
HENDERSON SUBDIVISION m
(AMENDED MAP) SNI
REC. NO. 2009117922
ZONE R-1 en
N
FOUND 1.5' RID PLASTIC OAP
ON A ASTAMPED -COLO
ENGINGN AND
D SURVEY 3
0.76' WE57P_ I OF
OF
- CALOUUTED P051T1O1
�s
n�
v 8 I A PORTION OF LOT 2
BLOCK 6
HEN.ERSON SUBDIVISION
(AMENDED MAP)
REC. NO.1`0967580
ZONE R-1
8
¢g
r
N
a
g
Z
A PORTION OF LOT 2
BLOCK 6
HENDERSON SUBDIVISION
(AMENDED MAP)
REL. NO. 80029168
ZONE R-1
FOUND BENT /3
REBAR. NO CAP
0.63' WESTERLY !
1.16' NORTHERLY OF
CALCULATED POSITION
589'17'28-E
50.01' (C)
15-66,141
DATE:
01-11-2016
DRAWN BY:
J. STEPHENSON
CHECKED BY:
JMB/KE/NV/ETB
SHEET 2 01 2
City of
Wheat Midge
COMMUNITY DEVELOPMENT
City o1' Wheat Ridge Municipal Building 7500 W. 29`h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857
January 8, 2016
Steve Kinney
2070 Newland Street
Wheat Ridge, CO 80214
Dear Mr. Kinney:
This letter is in regard to an application filed for approval of a two -lot subdivision plat on property
zoned Residential -One (R-1) located at 2880 Newland Street.
The application has been reviewed and the following are comments regarding the first submittal.
SHEET 1
1. Include the owners name typed into the Owner's Certificate block.
2. On the signature block -for the Owner's Certificate please include the owner's name.
3. The application indicated that the owners of 2880 Newland Street, Kelli and Thad Dahl,
were recently divorced. Both names appear on the submitted deed. Either both Kelli and
Thad will need to sign the plat, or a record of divorce and paperwork removing one of the
parties from the deed will need to be provided. Update the signature block as necessary.
4. In the reference map, indicate that the site abuts Newland Street.
5. Remove Planning Commission Certificate Block.
6. Remove Utility Easements Block.
7. Add Case History box with the case number MS -15-06. No other cases were found in city
records for this property.
8. Add a signature line for the Public Works Director.
9. Modify the city certification block to read "Approved this day of 20 by the
City of Wheat Ridge. "
SHEET TWO
1. Add `City of Wheat Ridge ' to the title block, as is done on Sheet 1.
2. Newland Street is indicated as the name of two streets on the plat. Please update the
easternmost street to `Lamar Street. '
3. Indicate the new address and ownership, as created by the Gladys Subdivision, on both
Lot 1 and Lot 2.
4. Please note: the 30 foot front yard setback for Lot 2 will be measured from the rear
property line of Lot 1, as I have indicated on the plat document. This does not require and
update to the plat document, but please be advised as you move forward with site design.
5. Indicate the zoning on all properties shown on the plat document.
Attached are referrals received from other city departments and outside agencies regarding the plat
document.
Wheat Ridge Sanitation District: See attached letter from Bill Willis dated December 17, 2015.
Wheat Ridge Fire Protection District: See attached letter from Kelly Brooks dated December 28, 2015.
Xcel Energy: See attached letter from Donna George dated December 30, 2015,
Wheat Ridge Public Works: See attached letter from Dave Brossman dated December 31, 2015.
Additional referral comments may be forthcoming and will be forwarded.
This concludes the summary of comments. Please address each of these comments by revising the
drawings accordingly. For clarification on any of these issues, please feel free to contact any of the
Development Review committee members:
Community Development Meredith Reckert 303-235-2848
Public Works Dave Brossman 303-235-2864
Traffic Engineering Mark Westberg 303-235-2863
Once changes have been made, please submit one 24" x 36" copy and one I I" x 14" copy of the revised
documents. Include an electronic copy with a PDF document and an AutoCAD dwg (2010 or older)
including all external reference and shx files, etc.
If you have any questions or need further clarification, do not hesitate to contact me at 303-235-2848.
Sincerely,
Zack Wallace
Planning Technician
owners
THE OWNER OF REAL PROPERTY CONTAINING 0.65
PARCEL DESCRIPTION:
THAT PORTION OF LOT 2, BLOCK 6, HENDERSON SUBDIVISION (AMENDED MAP) MORE
PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A POINT ON EAST LINE OF
NEW -AND STREET WHICH POINT IS 100 FEET SOUTH OF THE INTERSECTION OF THE
SOUTH UNE OF WEST 29TH AVENUE AND EAST LINE OF NEWLAND STREET; THENCE AT
RIGHT ANGLES EASTWARDLY A DISTANCE OF 135.22 FEET; THENCE AT RIGHT ANGLES
SOUTHERLY 35.38 FEET; THENCE AT RIGHT ANGLES EASTERLY 100 FEET; THENCE AT
RIGHT ANGLES SOUTHERLY 100 FEET; THENCE AT RIGHT ANGLES WESTERLY 235.23
FEET TO THE EAST UNE OF NEWLAND STREET; THENCE NORTHERLY ALONG EAST LINE
OF NEWLAND STREET 135.38 FEET, MORE OR LESS, TO POINT OF BEGINNING, COUNTY
OF JEFFERSON, STATE OF COLORADO.
LOT 1 CREATED BY THIS PLAT:
THAT PORTION OF LOT 2, BLOCK S. HENDERSON SUBDIVISION (AMENDED MAP) MORE
PARTICULARLY DESCRIBED AS FOLLOWS: CONSIDERING THE NORTH UNE OF THE
SOUTHWEST QUARTER OF SECTION 25 TO BEAR NORTH 89'41'58' EAST, A DISTANCE OF
2.644.56 FEET BETWEEN A FOUND 3 3/4" BRASS CAP ON IRON PIPE STAMPED 'CITY
OF WHEAT RIDGE T3S R69W 1/4 S 26 S 25 2001 LS 32429' IN RANGE BOX AT THE
WEST QUARTER CORNER OF SECTION 25 AND A FOUND 3 1/4' BRASS CAP ON
ALUMINUM PIPE STAMPED 'CITY OF WHEAT RIDGE LS 28279 T3S R69W C 1/4 SEC 25
1997'114 RANGE BOX AT THE CENTER QUARTER CORNER OF SECTION 25 WITH ALL
BEARINGS CONTAINED HEREIN RELATIVE THERETO.
COMMENCING AT THE WEST QUARTER CORNER OF SECTION 25; THENCE SOUTH
30'05'24' EAST, A DISTANCE OF 1,664.47' TO THE NORTHWESTERLY CORNER OF THE
PROPERTY DESCRIBED AT RECEPTION NO. 2007052987; THENCE NORTH 89'40'39' EAST,
A DISTANCE OF 1.50 FEET TO THE NORTHWESTERLY CORNER OF LOT 1, ALSO BEING
THE POINT OF BEGINNING; THENCE ALONG A LINE PARALLEL TO AND 100.00 FEET
SOUTHERLY OF THE SOUTHERLY RIGHT-OF-WAY UNE OF WEST 29TH AVENUE NORTH
89'40'39' EAST, A DISTANCE OF 133.22 FEET; THENCE ALONG A LINE PARALLEL TO
THE EASTERLY RIGHT-OF-WAY LINE OF NEWLAND STREET SOUTH 00'19'21" EAST, A
DISTANCE OF 35.38 FEET; THENCE PARALLEL TO SAID SOUTHERLY LINE OF WEST 29TH
AVENUE SOUTH 89'40'39" WEST, A DISTANCE OF 22.73 FEET; THENCE PARALLEL TO
SAID EASTERLY LINE OF NEWLAND STREET SOUTH 00'19'21" EAST, A DISTANCE OF
70.00 FEET; THENCE PARALLEL TO SAID SOUTHERLY UNE OF WEST 29TH AVENUE
SOUTH 89'40'39" WEST, A DISTANCE OF 110.99 FEET TO A POINT ON SAID EASTERLY
RIGHT -OF -WAV LINE OF NEWLAND STREET; THENCE ALONG SAID EASTERLY UNE OF
NEW -AND STREET NORTH 00'19'21' WEST, A DISTANCE OF 105.38 FEET TO THE POINT
OF BEGINNING, SAID LOT CONTAINING 12,500 SQUARE FEET OR 0.29 ACRES, MORE OR
LESS, COUNTY OF JEFFERSON, STATE OF COLORADO.
LOT 2 CREATED BY THIS PLAT
THAT PORTION OF LOT 2. BLOCK 6, HENDERSON SUBDIVISION (AMENDED MAP) MORE
PARTICULARLY DESCRIBED AS FOLLOWS: CONSIDERING THE NORTH UNE OF THE
SOUTHWEST QUARTER OF SECTION 25 TO BEAR NORTH 89'41'58' EAST, A DISTANCE OF
2,644.56 FEET BETWEEN A FOUND 3 3/4' BRASS CAP ON IRON PIPE STAMPED 'CITY
OF WHEAT RIDGE T3S R69W 1/4 S 26 S 25 2001 LS 32429' IN RANGE BOX AT THE
WEST QUARTER CORNER OF SECTION 25 AND A FOUND 3 1/4' BRASS CAP ON
ALUMINUM PIPE STAMPED 'CITY OF WHEAT RIDGE LS 28279 T3S R69W C 1/4 SEC 25
1997' IN RANGE BOX AT THE CENTER QUARTER CORNER OF SECTION 25 WITH ALL
BEARINGS CONTAINED HEREIN RELATIVE THERETO.
COMMENCING AT THE CENTER QUARTER CORNER OF SECTION 25; THENCE SOUTH
46'3705' WEST, A DISTANCE OF 2,166.52 FEET TO THE NORTHEASTERLY CORNER OF
LOT 2, ALSO BEING THE POINT OF BEGINNING: THENCE ALONG A LINE PARALLEL TO
THE EASTERLY RIGHT-OF-WAY LINE OF NEWLAND STREET SOUTH 0019'21' EAST, A
DISTANCE OF 100.00 FEET; THENCE PARALLEL TO THE SOUTHERLY RIGHT-OF-WAY LINE
OF WEST 29TH AVENUE SOUTH 89'40'39' WEST, A DISTANCE OF 233.72 FEET TO A
POINT ON SAID EASTERLY UNE OF NEWLAND STREET; THENCE ALONG SAID EASTERLY
UNE OF NEWLAND STREET NORTH 0019'21' WEST, A DISTANCE OF 30.00 FEET; THENCE
PARALLEL TO SAID SOUTHERLY UNE OF WEST 29TH AVENUE, A DISTANCE OF 110.99
FEET; THENCE PARALLEL TO SAID EASTERLY UNE OF NEWLAND STREET NORTH 0019'21'
EAST, A DISTANCE OF 70.00 FEET; THENCE PARALLEL TO SAID SOUTHERLY LINE OF
WEST 29TH AVENUE NORTH 89'40'39' EAST, A DISTANCE OF 122.73 FEET TO THE
POINT OFBEGINNING. SAID LOT CONTAINING 15,603 SQUARE FEET OR 0.36 ACRES,
MORE OR LESS, COUNTY OF JEFFERSON, STATE OF COLORADO.
GLADYS SUBDIVISION
A PORTION OF LOT 2, BLOCK 6, HENDERSON SUBDIVISION (AMENDED MAP),
LOCATED IN THE SOUTHWEST 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
SHEET 1 OF 2
planning cam
RECOMMENDED FOR A
BY THE WHEAT RIDGE
STATE OF COLORADO )
)SS
COUNTY OF JEFFERSON )
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF
3 ANA 'D. 20_ BY
WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES:
NOTARY PUBLIC
-
County Clerk and Recorders Certificate
STATE OF COLORADO )
)SS
COUNTY OF JEFFERSON )
o I HEREBY CERTIFY THAT THIS PLAT WAS FILED IN THE OFFICE OF THE COUNTY CLERK
AND RECORDER OF JEFFERSON COUNTY, GOLDEN, COLORADO, AT O'CLOCK -M.
ON THE DAY OF 20_ A.D.. IN BOOK_
PAGE RECEPTION NO.
JEFFERSON COUNTY CLERK AND RECORDER
Indicate that the sits
abuts Newland Street
HAVE LAID OUT, SUBDIVIDED AND PLATTED SAID LAND AS PER THE DRAWING HEREON
CONTAINED UNDER THE NAME AND STYLE OF GLADYS 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 PUBLIC PORTIONS OF REAL
PROPERTY SHOWN AS RIGHT-OF-WAY, AND DO FURTHER DEDICATE TO THE CITY OF
1 appication indicted
1 the owners of 2880
WHEAT RIDGE AND THOSE MUNICIPALLY OWNED AND/OR MUNICIPALLY FRANCHISED CHAIRPERSON
Mand Street. KeN and
UTILITIES AND SERVICES THOSE PORTIONS OF REAL PROPERTY SHOWN AS EASEMENTS
Id Dahl, were recently
FOR THE CONSTRUCTION. INSTALLATION, OPERATION, MAINTENANCE, REPAIR AND
iced Both names
REPLACEMENT FOR ALL SERVICES. THIS INCLUDES BUT IS NOT LIMITED TO TELEPHONE /
Isar On the submited
AND ELECTRIC LINES, GAS LINES, WATER AND SANITARY SEWER LINES, HYDRANTS,
STORM WATER SYSTEMS AND PIPES. DETENTION POND, STREET LIGHTS AND ALL
Id. Either both Kell d
APPURTENANCES THERETO.
Id will need to sign, or a
COURSE: N89'40'39'E
)rd of divorce and
COURSE: N89'40'39'E
erwork removing one of
COURSE: N0019'21'W
parties from the deed
OWNER Iden6ry ,h. -11 �Mn
STATE OF COLORADO )
)SS
COUNTY OF JEFFERSON )
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF
3 ANA 'D. 20_ BY
WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES:
NOTARY PUBLIC
-
County Clerk and Recorders Certificate
STATE OF COLORADO )
)SS
COUNTY OF JEFFERSON )
o I HEREBY CERTIFY THAT THIS PLAT WAS FILED IN THE OFFICE OF THE COUNTY CLERK
AND RECORDER OF JEFFERSON COUNTY, GOLDEN, COLORADO, AT O'CLOCK -M.
ON THE DAY OF 20_ A.D.. IN BOOK_
PAGE RECEPTION NO.
JEFFERSON COUNTY CLERK AND RECORDER
Indicate that the sits
abuts Newland Street
V ��1N
LE" -0'
n CertWocate City Certlticatlon
THIS DAY OF 20___ APPROVED THIS ___ DAY OF _
COMMISSION. Thissubdivlswn review willadministmi've. Planning
rttmssion signature blo
at necessary.
CITY CLERK
Cross Access Easement
THE OWNER, HIS SUCCESSORS AND ASSIGNS GRANTS LIMITED RIGHTS AND PRIVILEGES
TO ACCESS AND TO FREE MOVEMENT THROUGH THOSE AREAS INDICATED AS
'CROSS-ACCESS/INGRESS-EGRESS EASEMENTS," AS ILLUSTRATED UPON THIS PLAT.
SUCH GRANT OF EASEMENT SHALL BE LIMITED TO THE OWNERS, TENANTS, CUSTOMERS,
AND GUESTS OF THE OWNERS, AND SHALL FURTHERMORE GRANT ACCESS TO AND FREE
MOVEMENT THROUGH SAID EASEMENTS TO THOSE ENTERING SAID EASEMENTS FROM
SIMILARLY RECORDED EASEMENTS FROM ADJACENT PROPERTIES AND/OR FROM
ABUTTING PUBLIC STREETS.
TEN -FOOT (10 -WIQE EASEMENTS ARE HEREBY GRANTED ON PRIVA ERTY
ADJACENT TDI
O ALL P TREETS AND FRONT AND REAR P LINES OF EACH
LOT IN THE SUBDIVISION OR D AREA, FIVE -F00 WIDE EASEMENTS ARE
HEREBY GRANTED ON PRIVATE PROP DJA 0 ALL SIDE LOT LINES OF EACH
LOT IN THE SUBDIVISION OR PLATTED AR E EASEMENTS ARE DEDICATED FOR
THE INSTALLATION, MAINTENANCE, yI EPLACEM ELECTRIC, GAS, TELEVISION
CABLE, DRAINAGE AND TELE MDNICATIONS FACIUTIES. S SHALL ALSO BE
PERMITTED WITHIN AN SS EASEMENTS AND PRIVATE STREE M TT1gB01VI510
PERMANENT STRU ES AND WATER METERS SHALL NOT BE PERMITTE IN SAID
IMS -15-06
BY:
DEPUTY
COMMUNITY DEVELOPMENT DIRECTOR
TTHEEI
20_ BYT RIDGE
MAYOR
Public Nbrks Director
Boundary Closure Report
LENGTH: 105.38'
w .. AVE
COURSE: N89'40'39"E
LENGTH: 100.00'
LOT 2 CREATM BY TN PLAT.
COURSE: SDO19'21"E
LENGTH: 100.00'
COURSE: SOO19'21"E
LENGTH: 70.00'
w wnl AVE
LENGTH: 235.22'
$
LENGTH: 30.00'
COURSE: N0019'21"W
LENGTH: 135.38'
COURSE: N89'40'39'E
LENGTH: 110.99'
COURSE: N89'40'39'E
w TH AVE
COURSE: N0019'21'W
LENGTH: 70.00'
COURSE: 50019'21'E
LENGTH: 35.38'
COURSE: N89'40'39"E
LENGTH: 122.73'
$
COURSE: 50019'21"E
LENGTH: 100.00'
PERIMETER: 741.20'
AREA: 28 -IN SQ. FT.
COURSE: 589'40'39"W
LENGTH: 233.72'
ERROR CLOSURE: 0.00
COURSE: N90'00'00'E
w arm AvE
ERROR NORTH: 0.000
w Zed AVE
PERIMETER: 667.44'
AREA: 15603 SQ. FT.
ERROR CLOSURE: 0.00
COURSE: N90'00'00"W
PRECISION 1: 741200000.00
ERROR NORTH: 0.000
EAST: -0.000
W TH AVE
PRECISION is 667440000.00
V ��1N
LE" -0'
n CertWocate City Certlticatlon
THIS DAY OF 20___ APPROVED THIS ___ DAY OF _
COMMISSION. Thissubdivlswn review willadministmi've. Planning
rttmssion signature blo
at necessary.
CITY CLERK
Cross Access Easement
THE OWNER, HIS SUCCESSORS AND ASSIGNS GRANTS LIMITED RIGHTS AND PRIVILEGES
TO ACCESS AND TO FREE MOVEMENT THROUGH THOSE AREAS INDICATED AS
'CROSS-ACCESS/INGRESS-EGRESS EASEMENTS," AS ILLUSTRATED UPON THIS PLAT.
SUCH GRANT OF EASEMENT SHALL BE LIMITED TO THE OWNERS, TENANTS, CUSTOMERS,
AND GUESTS OF THE OWNERS, AND SHALL FURTHERMORE GRANT ACCESS TO AND FREE
MOVEMENT THROUGH SAID EASEMENTS TO THOSE ENTERING SAID EASEMENTS FROM
SIMILARLY RECORDED EASEMENTS FROM ADJACENT PROPERTIES AND/OR FROM
ABUTTING PUBLIC STREETS.
TEN -FOOT (10 -WIQE EASEMENTS ARE HEREBY GRANTED ON PRIVA ERTY
ADJACENT TDI
O ALL P TREETS AND FRONT AND REAR P LINES OF EACH
LOT IN THE SUBDIVISION OR D AREA, FIVE -F00 WIDE EASEMENTS ARE
HEREBY GRANTED ON PRIVATE PROP DJA 0 ALL SIDE LOT LINES OF EACH
LOT IN THE SUBDIVISION OR PLATTED AR E EASEMENTS ARE DEDICATED FOR
THE INSTALLATION, MAINTENANCE, yI EPLACEM ELECTRIC, GAS, TELEVISION
CABLE, DRAINAGE AND TELE MDNICATIONS FACIUTIES. S SHALL ALSO BE
PERMITTED WITHIN AN SS EASEMENTS AND PRIVATE STREE M TT1gB01VI510
PERMANENT STRU ES AND WATER METERS SHALL NOT BE PERMITTE IN SAID
IMS -15-06
BY:
DEPUTY
COMMUNITY DEVELOPMENT DIRECTOR
TTHEEI
20_ BYT RIDGE
MAYOR
Public Nbrks Director
Boundary Closure Report
LENGTH: 105.38'
COURSE: N89'40'39'E
COURSE: N89'40'39"E
LENGTH: 100.00'
LOT 2 CREATM BY TN PLAT.
COURSE: SDO19'21"E
LENGTH: 100.00'
COURSE: SOO19'21"E
LENGTH: 70.00'
COURSE: S89'40'39'W
LENGTH: 235.22'
COURSE: N0019'21"W
LENGTH: 30.00'
COURSE: N0019'21"W
LENGTH: 135.38'
COURSE: N89'40'39'E
LENGTH: 110.99'
COURSE: N89'40'39'E
LENGTH: 135.22'
COURSE: N0019'21'W
LENGTH: 70.00'
COURSE: 50019'21'E
LENGTH: 35.38'
COURSE: N89'40'39"E
LENGTH: 122.73'
COURSE: 50019'21"E
LENGTH: 100.00'
PERIMETER: 741.20'
AREA: 28 -IN SQ. FT.
COURSE: 589'40'39"W
LENGTH: 233.72'
ERROR CLOSURE: 0.00
COURSE: N90'00'00'E
ERROR NORTH: 0.000
EAST: 0.000
PERIMETER: 667.44'
AREA: 15603 SQ. FT.
ERROR CLOSURE: 0.00
COURSE: N90'00'00"W
PRECISION 1: 741200000.00
ERROR NORTH: 0.000
EAST: -0.000
PRECISION is 667440000.00
LOT 1 CRPJWTED BY TIN PLAT.
COURSE: N0019'21'W
LENGTH: 105.38'
COURSE: N89'40'39'E
LENGTH: 133.72'
COURSE: 50019'21'E
LENGTH: 35.38'
COURSE: S89'40'39'W
LENGTH: 22.73'
COURSE: SOO19'21"E
LENGTH: 70.00'
COURSE: S89'40'39'W
LENGTH: 110.99'
PERIMETER: 478.20'
AREA: 12500 SO. FT.
ERROR CLOSURE: 0.00
COURSE: NDO'00'00"E
ERROR NORTH: 0.000
EAST: 0.000
PRECISION 1: 478200000.00
Notes
1. FIRST AMERICAN TITLE INSURANCE COMPANY FILE NUMBER 19352, DATED NOVEMBER 6,
2015 AT 8:00 A.M., WAS ENTIRELY RELIED UPON FOR RECORDED INFORMATION
REGARDING RIGHTS-OF-WAY, EASEMENTS AND ENCUMBRANCES IN THE PREPARATION OF
THIS SURVEY. THE PROPERTY SHOWN AND DESCRIBED HEREON IS ALL OF THE
PROPERTY DESCRIBED IN SAID TITLE COMMITMENT.
2. ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY , I I
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.
3. THIS ADMINISTRATIVE SUBDIVISION PIAT WAS PREPARED FOR THE EXCLUSIVE USE OF STEVE
KINNEY, TITLE ONE OF COLORADO & FIRST AMERICAN TITLE INSURNACE COMPANY,
NAMED IN THE STATEMENT HEREON. SAID STATEMENT DOES NOT EXTEND TO ANY UNNAMED
PERSON IWTHOUT AN EXPRESS STATEMENT BY THE SURVEYOR NAMING SAID PERSON.
4. THIS SURVEY IS VAUD ONLY IF PRINT HAS SEAL AND SIGNATURE OF SURVEYOR.
5. BASIS OF BEARINGS: GPS DERIVED BEARINGS BASED ON A BEARING OF NB9'41'58"E
ALONG THE NORTH UNE OF THE SOUTHWEST QUARTER OF SECTION 25, TOWNSHIP 3
SOUTH BETWEEN A FOUND 3 3/4" BRASS CAP ON IRON PIPE STAMPED "CITY OF
WHEAT RIDGE T3S R69W 1/4 S 26 S 25 2001 LS 32429 ' IN RANGE BOX AT THE
WEST QUARTER CORNER OF SECTION 25 BEING CITY OF WHEAT RIDGE POINT /16809,
LATITUDE: 39'45'43.48236', LONGITUDE: 105'04'19.40374' AND A FOUND 3 1/4' BRASS
CAP ON ALUMINUM PIPE STAMPED 'CITY OF WHEAT RIDGE LS 28279 T3S R69W C 1/4
SEC 25 1997' IN RANGE BOX AT THE CENTER QUARTER CORNER OF SECTION 25.
BEING CITY OF WHEAT RIDGE POINT 016909, LATITUDE: 3945'43.49496', LONGITUDE:
105'03'45.54795 AS SHOWN HEREON. COLORADO STATE PLANE COORDINATE SYSTEM,
CENTRAL ZONE, NORTH AMERICAN DATUM 1983 (NAD83). ALL BEARINGS SHOWN E -
HEREON ARE RELATIVE THERETO. Q
.a
6. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND D.
SURVEY MONUMENT AND/OR BOUNDARY MONUMENT OR ACCESSORY, COMMITS A CLASS Z
TWO (2) MISDEMEANOR PURSUANT TO STATE STATUTE C.R.S. SEC 18-4-508. WHOEVER
WILLFULLY DESTROYS, DEFACES, CHANGES, OR REMOVES TO ANOTHER PLACE ANY n
SECTION CORNER, OUARTER-SECTION CORNER, OR MEANDER POST, ON ANY fn M i
GOVERNMENT UNE OF SURVEY, OR WILLFULLY CUTS DOWN ANY WITNESS TREE OR ANY
TREE BLAZED TO MARK THE LINE OF A GOVERNMENT SURVEY, OR WILLFULLY DEFACES,
CHANGES. OR REMOVES ANY MONUMENT OR BENCH MARK OF ANY GOVERNMENT F, >.O
SURVEY, SHALL BE FINED UNDER THIS TITLE OR IMPRISONED NOT MORE THAN SIX I= dZ
MONTHS, OR BOTH. 18 U.S.C. § 1858. �:) o C 41 V.7
7. PER COLORADO REVISED STATUTES SEC. 38-51-106 (L), ALL LINEAL UNITS DEPICTED
ON THIS LAND SURVEY PLAT ARE U.S. SURVEY FEET. ONE METER EQUALS 39.37
DIVIDED BY 12 U.S. SURVEY FEET ACCORDING TO THE NATIONAL INSTITUTE OF
STANDARDS AND TECHNOLOGY. Q wg
B. SUBSURFACE BUILDINGS. IMPROVEMENTS OR STRUCTURES ARE NOT NECESSARILY I (1' 5
SHOWN. BUILDINGS AND OTHER IMPROVEMENTS OR STRUCTURES ON ADJACENT Er
PROPERTIES THAT ARE MORE THAN FIVE (5) FEET FROM ANY OF THE PROPERTY LINES 4
OF THE SUBJECT PROPERTY ARE NOT NECESSARILY SHOWN. ,Z,
9. THE SUBJECT AND ADJOINING PROPERTIES ARE ZONED R-1, RESIDENTIAL -ONE DISTRICT,
PER CITY OF WHEAT RIDGE, AS RESEARCHED ON NOVEMBER 24, 2015. THE A
RESTRICTIONS ARE AS FOLLOWS: Q
FRONT SETBACK: 30 FEET; SIDE SETBACK: 15 FEET; REAR SETBACK: 15 FEET
MAXIMUM BUILDING HEIGHT: 35 FEET
MAXIMUM BUILDING COVERAGE: 25X
MINIMUM LOT AREA: 12,500 SQ. FT.
MINIMUM LOT WIDTH: 100 FEET ^
y� OP
10. FLOOD INFORMATION: THE SUBJECT PROPERTY IS LOCATED IN ZONE X UNSHADED, i $
AREAS DETERMINED TO BE OUTSIDE THE 0.2L ANNUAL CHANCE FLOODPLAIN AND/ORo
ZONE D. AREAS IN WHICH FLOOD HAZARDS ARE UNDETERMINED, BUT POSSIBLE. 80 m
ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP; COMMUNITY -PANEL NO. .., oj�n
085079-0214 F, DATED MAY 5, 2014. THE MAP DOES NOT DIFFERENTIATE BETWEEN = i R
ZONE X UNSHADED AND ZONE D. FLOOD INFORMATION IS SUBJECT TO CHANCE.
11. DATES OF FIELDWORK: NOVEMBER 15-24, 2015
12. THE TOTAL AREA OF THE SUBJECT PROPERTY IS 28.306 SO. FT. OR 0.65 ACRES, MORE ca o ^R $ m
QU LESS. AREA AS SHOWN HEREON IS A RESULTANT FACTOR, NOT A DETERMINATIVE N$ q
FACTOR, AND MAY CHANGE SIGNIFICANTLY WITH MINOR VARIATIONS IN FIELD y C
MEASUREMENTS OR THE SOFTWARE USED TO PERFORM THE CALCULATIONS. FOR THIS
REASON, THE AREA IS SHOWN AS A 'MORE OR LESS" FIGURE. AND IS NOT TO BE W
RELIED UPON AS AN ACCURATE FACTOR FOR REAL ESTATE SALES PURPOSES. L R
•
13. OWNERSHIP INFORMATION IS PER JEFFERSON COUNTY WEBSITE AS RESEARCHED ON � [ j gem a
NOVEMBER 24, 2015 AND IS SUBJECT TO CHANGE. V si
14. THE FOLLOWING DOCUMENTS ARE MENTIONED IN THE ABOVE REFERENCED TITLE e in
COMMITMENT AND APPEAR TO AFFECT THE SUBJECT PROPERTY BUT CANNOT BE SHOWN
GRAPHICALLY. THE FOLLOWING LIST CONTAINS THE TITLE COMMITMENT EXCEPTION <$ i
NUMBER, DATE RECORDED, RECEPTION NUMBER AND/OR BOOK AND PACE.
08 FEB. 14, 1922 BOOK 236, PAGE 207 DEED a ,
010 DEC. 27, 1949 BOO( 658, PAGE 491 RESTRICTIVE COVENANTS n
15. NOS/NGS STATEMENT OF ACCURACY: THE GEODETIC POINT COORDINATE DATA SHOWN ie R n
HEREIN HAS BEEN DERIVED FROM NAD83 HARN STATE PLANE COLORADO CENTRAL FIPS iO s
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).
16. COORDINATES SHOWN HEREON ARE CONSISTENT WITH CURRENT CITY OF WHEAT RIDGE _
DATUM, BEING GROUND BASED MODIFIED NAD83 STATE PLANE COORDINATES, COLORADO \
CENTRAL ZONE 0502, ON NADV88 VERTICAL DATUM. ALL COORDINATE INFORMATION IS
DERIVED FROM PUBLISHED CITY OF WHEAT RIDGE POINT PHAC-1 INFORMATION, WITH A
COMBINED SCALE FACTOR OF 0.99974780300, AND WITH NAD83 STATE PLANE GRID
COORDINATES AS FOLLOWS: N: 1701258.75, E: 3118217.58, ELEVATION: 5,471.62'.
17. THE BRICK WALLS EXTEND ACROSS THE WESTERLY UNE OF THE SUBJECT PROPERTY
INTO THE RIGHT-OF-WAY OF NEWLAND STREET AS SHOWN HEREON.
18. RECOVERED MONUMENTS FOR THE SUBJECT PROPERTY FALL WITHIN MEASUREMENT
TOLERANCES. HOWEVER THE 1.5' BENT IRON PIPE, ALUMINUM CAP ON 05 REBAR, RED
PLASTIC CAP ON 05 REBAR, BLUE PLASTIC CAP ON /5 REBAR, AND TWO 03 REBAR
SHOWN OUT OF POSITION ARE OUTSIDE OF MEASUREMENT TOLERANCES BUT ARE
REMOTE FROM THE PROPERTY AND WERE HELD TO HAVE NO AFFECT ON THE
BOUNDARY OF THE SUBJECT PROPERTY. THE RELATIVE CALCULATED LOCATION OF
THOSE MONUMENTS IS SHOWN FOR INFORMATIONAL PURPOSES ONLY. -
JOB NUMBER:
Surveyors Statement 15-66.141
I, JOHN S. GUYTON. A LAND SURVEYOR LICENSED IN THE STATE OF COLORADO, HEREBY DATE'
STATE FOR AND ON BEHALF OF FLATIRONS, INC., TO STEVE KINNEY, TITLE ONE OF 12-07-2015
COLORADO h FIRST AMERICAN TITLE INSURNACE COMPANY, THAT THE SURVEY OF THE DRAWN BY:
BOUNDARY OF GLADYS SUBDIVISION WAS CONDUCTED BY ME OR UNDER MY RESPONSIBLE J STEPHENSON
CHARGE ON NOVEMBER 24, 2015, AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND
BELIEF, IN ACCORDANCE WITH ALL APPLICABLE COLORADO STATUTES, CURRENT REVISED CHECKED BY:
EDITION AS AMENDED, THE ACCOMPANYING PLAT ACCURATELY REPRESENTS SAID SURVEY. JMB/KE/NV/ETB
JOHN B. GUYTON COLORADO P.L.S. /16406 SHEET 1 OF 2
CHAIRMAN k CEO. FLATIRONS, INC.
GLADYS SUBDIVISION
A PORTION OF LOT 2, BLOCK 6, HENDERSON SUBDIVISION (AMENDED MAP),
LOCATED IN THE SOUTHWEST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH,
RANGE 69 WEST OF THE 6TH P. M.,
COUNTY OF JEFFERSON, STATE OF COLORADO
POINT Of COMMENCEMENT LOT 1 SHEET 2 OF 2
WEST QUARTER CORNER OF SECTION 25. TOWNSHIP Clty of NRleat Ridge,
3 SOUTH. RANGE SSI WEST OF THE 6TH P.M.
FOUND 3 3/4' BRASS CAP ON IRON PIPE
STAMPED 'CITY OF WHEAT RIDGE Tis R59W 1/4
S 26 S 25 2001 LS 32429' IN RANGE BOX
PER MONUMENT RECORD DATED 5/23/01
QTY OF WHEAT RIDGE PONT /16609
N: 110.19
E. 121095.96
LATITUDL 39'414}46236' SAM OF BEARINGS
105W'19.40374' N89'41'WE 2844.58' (AM)
E.EV: s.451.51 - - - - - - - - - - - - - - - - - - - - -
I�
I"
IED
a s
aJ• Note: Front yard
SOUTH SIXTEENTH CORNER BETWEEN in : setWCK (30 -Net)
SECTIONS 25 k 26. TOWNSHP 3 SOUTH, a �> be rneasumd
RANGE 69 WEST OF THE 6TH P.M. r @; this property 3 1/2' BRASS CAP ON IRON PIPE I g . line
STAMPED 'CITY OF WHEAT RIDQ LS
32429 r3s Resta s +/1e s 26 s u I r. 589'40'39'W
2000' N RANT BOX PER MONUMENT J 50.00' (C)
RECORD DATED 2-10-8 5
CITY OF EAT RIDGE POINT #16=0 - - - - 89'40'39'W 1322.10 AM
WH -- --
- -
- - - - - - - - REST 29TH AVENUE - -
(50' RIGHT-OF-WAY)
N89.40.39 -E (C) 235.22' (C&R)_
FOUND SENT 1.5' IRON PIPE
A PORTION OF LOT 2 2C NORTHERLY OF
L j 7'L �x 4Trn PaanaN
LINE TABLE
LINE
BEARING I LENGTH
L1
N89 -40.39-E 1 110.99-
L2
10019.21'E 710.00'
L3
N89'40'}9'E 22.73'
ogand
L aFOUND ALIQUOT MONUMENT AS DESCRIBED
• FOUND MONUMENT AS DESCRIBED
9 FOUND BRASS TAG AS DESCRIBED
0 CALCULATED POSITION (NOT FOUND OR SET)
(AM) AS MEASURED AT TIME OF SURVEY
CALCULATED FROM RECORD AND AS MEASURED
(C) INFORMATION
(R) AS PER RECORD INFORMATION
(TC) AS PER DESCRIPTION IN TITLE COMMITMENT (SEE NOTE 1)
GRAVEL
-+--F- FENCE
EL£V ELEVATION
ij CENTERLINE
GRAPHIC SCALE
(
IN POT )
I Inch - SO rL
A PORTION OF LOT
.. BLOCK 6
EASTERLY 100' (TC)
O'39'E 100.
ON E5 REBAR STAMPED
BLOCK 7
MENDERSON SUBDIVISION
g
YOORE k ASS 1094'
0.34' EASTERLY OF
31 r
HENDERSON SUBDIVISION
(AMENDED MAP)
12500 SO. FT.
(AMENDED MAP)
8 r REC. N0. 77893642
3s
<r
A PORTION F LOT 2
8 n
OWNERS ROSEANNE k ROIAID
S
BLD K 6
and ownership per
; g GENAUF
F gl
MENDERSO SUBDIVISION
(AM DED MAP)
7'y
-
0
REC. 0. FO372B94
15,603 $0. FT.
1
0
k
p f 0
pr N: 701740.79
O N: 701740.03 E. 1 2206567
1'01
N YYLLAN GUNTHERER
SNI
E: 121 901/6
FO1ND 2' AWWY CAP
p
9'21'E
in
I=
N89'4O'39"E ON f5 REBAR STAMPED
'AEGIS
g
(AM)
FOUND 2• AUMNUM CAP1.50•
AURVEY114 INC. PLS
(C)
=
e THERLY
ON 05 REBAR STAMPED
76091 31.0 WC'
PONT OF
5.38' (TC)
'AEGIS SURVEYING INC.
BEGINNING- EASTERLY 135.22' (TC)
BLOCK 6
Pts 38291 80 WO'
LOT IN89'40'39�E 135.22' AM
FOUND 1 2S' RED PLASTIC CAP ON R
REBAR STAMPED 'AEGIS PLS 31091•
FOUND NAL k ALUMINUM
25.0 rN:
90TI'0'(AYtTC) 909'0'(AYiTC) I
701705.41
E 1 7
WA9ER STAMPED 'AEGIS1
PLS 318091 16.0 WC,
-,I/ s' u71UTr EASEEIIT
-20(51krc)
.3. 9oroo'(AM
FOUND PARTIALLY ILLEGIBLE -
1.25' BLUE PLASTIC CAP
SOUTHWEST SIXTEENTH CORNER OF
SECTION 25. TONNSIP 3 SOUTH, RANGE
69HEST OfTHE6THP.Y.FOUND J 1/4' ALUMNUM CAP ONREBAR STAMPED 'LANE ENO SRV/162602 LS16837' N RANGE BOX
EASTERLY 100' (TC)
O'39'E 100.
ON E5 REBAR STAMPED
122.73 (CT
LOT 1I
YOORE k ASS 1094'
0.34' EASTERLY OF
31 r
7
<
CALCULATED POSITION
I
12500 SO. FT.
EASEMENTS Un
3s
<r
A PORTION OF LOT
BLOCK 7
8 n
g�-- D
HENDERSON SUBDIVISION
BLOCK 6
HENDERSON SUBDIVISION
and ownership per
(AMENDED MAP)
I
'�
F
7'y
ZW
F
0
j
15,603 $0. FT.
1
Subdivision
II
GRAVEL OIVE--_
1.30' ADDITIONAL RIGHT-OF-WAY
Indicate Addmss
1'01
HEREBY DEDICATED BY THIS PUTBRICK
WALL
and OWIlef3hlp perNi�\yI
(SEE NOTE 17)-,,,
A PORTION OF LOT I
BLOCK 7
MENDER ON SUBDIVISION
(AMENDED MAP)
DEDICATED PER TIMIs PUT 10' UDUTY
EASEMENT
DEDICATED PER
THIS PUTlilav
SOUTHWEST SIXTEENTH CORNER OF
SECTION 25. TONNSIP 3 SOUTH, RANGE
69HEST OfTHE6THP.Y.FOUND J 1/4' ALUMNUM CAP ONREBAR STAMPED 'LANE ENO SRV/162602 LS16837' N RANGE BOX
EASTERLY 100' (TC)
O'39'E 100.
- - PER MONUMENT RECORD DATED 8/9/02
122.73 (CT
LOT 1I
`FOUND 2' ALUMINUM CAP
ON 15 REBAR STAMPED
90o'0'(AMkTC)'
12500 SO. FT.
EASEMENTS Un
3s
<r
Indicate Addmas
8.8
g�-- D
PER
BLOCK 6
HENDERSON SUBDIVISION
and ownership per
5.
~I
'�
T LOT 2
7'y
the Gladys
0
j
15,603 $0. FT.
1
Subdivision
Indicate Addmss
1'01
HEREBY CREATED BY THIS Pur
s' UTILITY
and OWIlef3hlp perNi�\yI
aRICIR WALL (SEE NOTE 17)
DEDIDATED
I PUT
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REC. NO. 2014100874
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MENDERS ON SUBDIVISION
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REC. NO. 2014015324
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(AMENDED MAP)
REC. NO. e0029168
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MENDERS ON SUBDIVISION
(AMENDED MAP)
REC. NO. 2014015324
OWNER: STEVEN KNNEY
Indicate zoning on a6 parcels: R-1
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PLS 3e091 3x3 WC
OF CALCULATED POSITION
A PORTION OF LOT 2 v
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FOUND f.S' RED FUSTIC CAP
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ENGN AND SURVEY 36956'
0.76' WESTERLY OF
CALCULATED POSITION
I A PORTION OF LOT 2
BLOCK 6
HENDERSON SUBDIVISION
(AMENDED MAP)
REC. NO. e0029168
FOUND BENT P3
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11 SHEET 2 OF 2 11
Wheat Ridge Sanitation District
7100 West 44fl, Avenue, Suite 104 P.O. Box 288
Wheat Ridge, Colorado 80034-0288
Phone: 303-424-7252 Fax: 303-424-2280
December 17, 2015
Meredith Reckert
City of Wheat Ridge
Community Development
7500 West 291h Avenue
Wheat Ridge CO 80033
Email: mreckert@ci.wheatridge.co.us
Re: 2880 Newland Street — Lot Division
Dear Ms. Reckert:
On behalf of the Wheat Ridge Sanitation District (WRSD), Martin/Martin Inc., acting as the District Engineer, offers
the following in response to the referenced referral received December 161'', 2015 concerning a request for a lot
division at 2880 Newland Street. The new lot is intended to be used for an additional single family home. The
Wheat Ridge Sanitation District has no objections with the proposed lot division conditional on the elements
identified herein are fully addressed. The following are general requirements for sanitary sewer service.
The subject lot at the address referenced above is entirely within the boundary and service area of the Wheat
Ridge Sanitation District. Treatment of sewage generated within the Wheat Ridge Sanitation District is provided by
the Metro Wastewater Reclamation District (Metro).
Existing Sanitary Sewer Mains
Wheat Ridge Sanitation District has the following sanitary sewer mains adjacent to the proposed property:
• 8 -inch mainline running north to south, west of the referenced property within Newland Street.
It appears from existing records that the property may be serviced by gravity flow; however, the developer is
responsible for determining depths to verify if gravity flow is capable of servicing lots or if private individual
sewage ejectors (lift station) are required. Note that each structure must have its own independent sanitary
sewer service line with connection to the District main. Appropriate fees apply.
Costs
All costs involved are to be deposited in advance— engineering, reviews, design, construction, observation and
inspections — are the responsibility of the Owner/Developer at the then current rate fee structure. Please be
aware that proper tap and development fees are required to be paid prior to connection to the District main. A
minimum 72 -hour notice prior to construction is required following District receipt of all fees. These fee amounts
can be paid directly to the District Office prior to connection, payable to Wheat Ridge Sanitation District, which
also collects Metro Wastewater's "connection fees".
If you have any questions, please do not hesitate to contact Ms. Sue Matthews during regular office hours, 8:30 am
to 12:30 pm, or Bill Willis, MARTIN/MARTIN Consulting Engineers, 303-431-6100.
Sincerely, I
Bill Willis
District Engineer
MARTIN/MARTIN, Inc.
Cc: Sue Matthews — Wheat Ridge Sanitation District
4DWHEAT RIDGE FIRE PROTECTION DISTRICT
DOING THE RIGHT THINGS AT THE RIGHT TIMES FOR THE RIGHT REASONS
3880 Upham Street Wheat Ridge, Colorado 80033 • ph.303.403.5900 • www,wrfire.org
DIVISION OF FIRE PREVENTION
December 28, 2015
Meredith Reckert
City of Wheat Ridge
Community Development
7500 West 29'h Ave
Wheat Ridge, CO 80033
RE: Community Development Referral
CASE No.: 2880 Newland Street. - MS -15-06 Kinney
The Wheat Ridge Fire Protection District has reviewed the Community Development Referral and
has the following comments regarding our ability to serve this property:
1. A Residential Site Planning Guide is attached and should be provided to the applicant. All
requirements established in the Residential Site Planning Guide, as well as the 2012
International Fire Code (IFC) and IFC amendments adopted by the City of Wheat Ridge shall
be met unless approved by the Division of Fire Prevention.
2. While we have no concerns regarding our ability to serve the property, specific site
conditions, including site access and water supply, shall adhere to Fire District requirements.
• The new building/property shall have address numbers clearly visible from the street
that the property fronts and is addressed to.
• Driveway width, height clearance, and driving surface(s) are required to meet fire
district standards given the property depth and the likely location of the new
residence. The applicant should contact the fire district in order to determine what
requirements are applicable.
Please feel free to contact me if there are any questions or concerns with respect to this review.
Reviewed by,
qqh- T;�) 04,%
Kelly Brooks
Fire Marshal
Wheat Ridge Fire Protection District
N
WHEAT RIDGE FIRE PROTECTION DISTRICT
DOING THE RIGHT THINGS AT THE RIGHT TIMES FOR THE RIGHT REASONS
3880 Upham Street Wheat Ridge, Colorado 80033 * ph.303.403.S900 • www.wrfire.org
DIVISION OF FIRE PREVENTION
August 28, 2015
Meredith Reckert
City of Wheat Ridge
Community Development
7500 West 29'h Ave
Wheat Ridge, CO 80033
RE: Community Development Referral
CASE No.: 2880 Newland Street. - MS -15-06 Kinney
The Wheat Ridge Fire Protection District has reviewed the Community Development Referral and
has the following comments regarding our ability to serve this property:
1. A Residential Site Planning Guide is attached and should be provided to the applicant. All
requirements established in the Residential Site Planning Guide, as well as the 2012
International Fire Code (IFC) and IFC amendments adopted by the City of Wheat Ridge shall
be met unless approved by the Division of Fire Prevention.
2. While we have no concerns regarding our ability to serve the property, specific site
conditions, including site access and water supply, shall adhere to Fire District requirements.
• The new building/property shall have address numbers clearly visible from the street
that the property fronts and is addressed to.
• Driveway width, height clearance, and driving surface(s) are required to meet fire
district standards given the property depth and the likely location of the new
residence. The applicant should contact the fire district in order to determine what
requirements are applicable.
Please feel free to contact me if there are any questions or concerns with respect to this review.
Reviewed by.
T��c7p
Kelly Brooks
Fire Marshal
Wheat Ridge Fire Protection District
SITE PLANNING GUIDE
FOR RESIDENTIAL OCCUPANCIES
Division of Fire Prevention
WHEAT RIDGE FIRE PROTECTION DISTRICT
DOING THE RIGHT THINGS AT THF RIGHT TIMES FOR THE RIGHT REASONS
3880 Upham Street Wheat Ridge, Colorado 80033 • ph.303.403.5900 • www.wrfire.org
■
1
Table of Contents
General Information 2
Signage 2
- Private Street Signs 2
- Building Address Numbers 2
Fire Apparatus Access Roads 3
- Additional Access 3
- One or Two Family Residential Developments 3
- Remoteness 3
- Dimensions- Public and Private Streets 4
- Dimensions- Private Drives 4
- Vertical Clearances 4
- Authority 4
- Surface 4
- Dead End Fire Apparatus Access Roads 4
- Turning Radius 5
- Bridges and Elevated Surfaces 5
- Fire Apparatus Access Road Grades 5
- Curbs 5
- Marking of Fire Apparatus Access Roads 6
Water Supply and Fire Flow 6
- Water Supply for Fire Protection 6
- One- and Two- Family Dwellings 6
- Fire Flow Test Information 6
Fire Hydrant Spacing 6
- Location and Spacing of Hydrants 6
Fire Hydrants and Installation 6
- Obstructions 7
- Clear Space 7
- Protection 7
- Other Barriers 7
Landscaping/Fencing/Obstructions 7
WHEAT RIDGE FIRE PROTECTION DISTRICT
Division of Fire Prevention
General Information
This site planning guide for residential occupancies is based upon the 2012
International Fire Code and the 2012 International Residential Code as amended and
adopted by the City of Wheat Ridge and the Wheat Ridge Fire Protection District. For
site plan purposes, residential occupancies include one and two family dwellings and
townhomes as classified by the International Residential Code and by the International
Building Code as Group R, Division 3 Occupancies. This guide has been prepared for
use within the City of Wheat Ridge and within the boundaries of the Wheat Ridge Fire
Protection District. This information is intended to be used as a guide for site planning
purposes and is not intended to be inclusive of all code requirements. Additional
requirements based upon the International Fire Code as amended may be applicable
once a site plan submittal has been reviewed by the Division of Fire Prevention.
Signage
Streets and roads shall be identified with approved signs. Temporary signs shall be
installed at each street intersection when construction of new roadways allows passage
by vehicles. Signs shall be of an approved size, weather resistant and be maintained
until replaced by permanent signs. Street signs, temporary or permanent, shall be
installed prior to above grade construction. (IFC 12 505.2)
Private Street Signs. The installation of street signs shall be the responsibility of the
developer. Street signs shall meet the requirements of the Model Traffic code. The
street sign design shall be approved by the Division of Fire Prevention prior to
installation. (IFC 12 505.2)
Building Address Numbers. New buildings shall have approved address numbers,
building numbers or approved building identification placed upon the building in a
position that is plainly legible and visual from the street or roadway fronting the property.
The address numbers shall contrast with their background. Where required by the fire
code official, address numbers shall be provided in additional approved locations to
facilitate emergency response. Address numbers shall be Arabic numerals or alphabet
letters. Address or building identification numbers shall be a minimum height of not less
than four (4) inches, and with a minimum stroke width of not less than 0.5 inches. (IFC
12 505.1)
When address numbers are placed on buildings that are accessed from alleys or private
streets away from the main street frontage, address signs and or address numbers shall
be posted at the entrance to the alley or private street. The address signs shall be
approved by the Division of Fire Prevention prior to installation. (IFC 12 505.1)
21
WHEAT RIDGE FIRE PROTECTION DISTRICT
Division of Fire Prevention
Fire Apparatus Access Roads
Approved fire apparatus access roads shall be provided for every facility, building or
portion of a building hereafter constructed or moved into the Wheat Ridge Fire
Protection District. The fire apparatus access road shall comply with the requirements of
the fire code and shall extend to within 150 feet of all portions of the exterior wall of the
first story of the building as measured by an approved route around the exterior of the
building or facility. (IFC 12 503.1.1)
Exception: The fire marshal or designated representative is authorized to
increase the dimension of one hundred fifty (150) feet where:
1. The building is provided throughout with an approved automatic sprinkler
system installed in accordance with the fire code.
2. Fire apparatus access roads cannot be installed because of location on
property, topography, waterways, nonnegotiable grades or other similar
conditions, and an approved alternative means of fire protection is provided.
3. There are not more than two Group R-3 or Group U occupancies.
Additional Access. The fire marshal is authorized to require more than one fire
apparatus access road based upon the potential for impairment of a single road by
vehicle congestion, condition of terrain, climatic conditions or other factors that could
limit access. (IFC 12 503.1.2)
One or Two Family Residential Developments. Developments of one or two family
dwellings where the number of dwelling units exceeds 30 shall be provided with
separate and approved fire apparatus access roads and shall meet the requirements of
Section D104.3. (IFC 12 D107.1)
Exceptions:
Where there are more than 30 dwelling units on a single public or private fire
apparatus access road and all dwelling units are equipped throughout with an
automatic sprinkler system in accordance with Section 903.3.1.1, 903.3.1.2 or
903.3.1.3.3, access from two directions shall not be required.
2. The number of dwelling units on a single fire apparatus access road shall not
be increase unless fire apparatus access roads will connect with future
development, as determined by the fire code official.
Remoteness. Where two access roads are required, they shall be placed a distance
apart equal to not less than one half of the length of the maximum overall diagonal
dimension of the property or area to be served, measured in a straight line between
accesses. (IFC 12 D104.3)
31,
WHEAT RIDGE FIRE PROTECTION DISTRICT
Division of Fire Prevention
Dimensions- Public and Private Streets. Public and private streets that are used for
fire apparatus access shall have an unobstructed width that meets the dimensions and
parking restrictions as set forth by the Street Standards adopted by the City of Wheat
Ridge; and an unobstructed vertical clearance of not less than thirteen (13) feet six (6)
inches. (IFC 12 503.2.1 amended)
Dimensions- Private Drives. Fire apparatus access that is designated as a private
drive shall have an unobstructed width of not less than twenty-six (26) feet and an
unobstructed vertical clearance of not less than thirteen (13) feet six (6) inches. (IFC 12
503.2.1.1 amended)
Vertical Clearance. An unobstructed vertical clearance of not less than thirteen (13)
feet, six (6) inches shall be provided and maintained. (IFC 12 503.2.1)
Authority. The fire marshal shall have the authority to require an increase in the
minimum access widths where they are inadequate for fire or rescue operations.
(IFC 12 503.2.2)
Surface. Fire apparatus access roads shall be designed and maintained to support the
imposed loads of eighty five thousand (85,000) pound fire apparatus and shall be
surfaced with the first lift of asphalt to provide all-weather driving capabilities, and shall
be installed prior to above grade construction. (IFC 12 503.2.3 Amended)
Dead End Fire Apparatus Access Roads. Dead end fire apparatus access roads in
excess of one hundred fifty (150) feet in length shall be provided with an approved area
for the turning around of fire apparatus. (IFC 12 503.2.5)
TABLE D103.4
REQUIREMENTS FOR DEAD-END FIRE
APPARATUS ACCESS ROADS
LENGTH
WIDTH
(feet)
(feet)
TURNAROUNDS REQUIRED
0-150
20
None required
120 -foot Hammerhead, 60 -foot "Y" or
151-500
20
96 -foot -diameter cul-de-sac in accordance
with Figure D103.1
120 -foot Hammerhead, 60 -foot "Y" or
501--750
26
96 -foot -diameter cul-de-sac in accordance
with Figure D103.1
Over 7501
Special approval required
41Fage.
WHEAT RIDGE FIRE PROTECTION DISTRICT
Division of Fire Prevention
96' --
28' R
TYR,
26'
96' DIAMETER
CUL-DE-SAC
0
26' R
TYR'
20'
60' 1 -1- tf°'
r -26
28'R -
TYR,
--y
120' HAMMERHEAD
80' "Y'
20-
- — 26'
20' -_T
- 20'
MINIMUM CLEARANCE
AROUND A FIRE
HYDRANT
28'R
TYR'
_k
70'
20'
20'
ACCEPTABLE ALTERNATIVE
TO 120' HAMMERHEAD
FIGURE D1 03A
DEAD-END FIRE APPARATUS ACCESS ROAD TURNAROUND
Turning Radius. The required turning radius for fire apparatus shall be a minimum of
50.5ft outside radius and 38.1ft inside radius. In addition, the outside radius is 53.6'
when accounting for the front bumper overhang and is 55.8ft when accounting for the
boom platform overhang. (IFC 12 503.2.4 amended)
Bridges and Elevated Surfaces. Where a bridge or elevated surface is part of a fire
apparatus access road, the bridge shall be constructed and maintained in accordance
with AASHITO HB -17 and City Engineering Standards. Bridges and surfaces shall be
designed for a live load of a minimum of eighty five thousand (85,000) pound fire
apparatus. Vehicle load limits shall be posted at both entrances to bridges. Where
elevated surfaces which are not designed as for use of fire apparatus, approved
barriers, approved signs or both shall be installed and maintained when required.(IFC
12 503.2.6)
Fire Apparatus Access Road Grades. The grade of fire apparatus access roads shall
not exceed City of Wheat Ridge Engineering and Wheat Ridge Fire Protection District
Standards. (IFC 12 503.2.7)
Curbs. Vertical curbs shall not be placed at the entrance of or within fire access lanes
or roads. Mountable curbs and gutter may be used, if approved by the fire marshal.
(IFC 12 503.2.8 Amended)
Marking of Fire Apparatus Access Roads. Where required by the fire code official,
approved signs or other approved notices or markings that include the words NO
PARKING—FIRE LANE shall be provided for fire apparatus access roads to identify
such roads or prohibit the obstruction thereof. The means by which fire lanes are
designated shall be maintained in a clean and legible condition at all times and be
replaced or repaired when necessary to provide adequate visibility. (IFC 12 503.3)
51 Fa
WHEAT RIDGE FIRE PROTECTION DISTRICT
Division of Fire Prevention
Water Supply and Fire Flow
Water Supply for Fire Protection. An approved water supply for fire protection, either
temporary or permanent, shall be made available as soon as combustible material
arrives on the site. (IFC 12 3312.1)
Water lines shall be installed and looped in accordance with the Water District of
jurisdiction standards.
One- and two-family dwellings. The minimum fire -flow and flow duration requirements
for one- and two-family dwelling having a fire -flow calculation area that does not exceed
3,600 square -feet shall be 1,500 gallons per minute for 1 hour. Fire -flow and flow
duration requirements for one- and two-family dwelling having a fire -flow calculation
area in excess of 3,600 square -feet shall not be less than that specified in Table
13105.1. Exception: A reduction in required fire -flow of 50 percent, as approved by the
fire code official, is allowed when the building is equipped with an approved automatic
fire sprinkler system (IFC 12 B105.1 amended).
A copy of table B 105.1 is available from the Division of Fire Prevention upon request.
Fire Flow Test Information. Fire flow test information may be obtained from the
Division of Fire Prevention of the Wheat Ridge Fire Protection District. Fire flow tests
are usually completed within ten (10) working days, unless conflicts or weather
conditions arise in scheduling tests with the Water District of jurisdiction or the Division
of Fire Prevention.
Fire Hydrant Spacing
Location and spacing of hydrants. Fire hydrants shall be provided along required
apparatus access roads and adjacent public streets with spacing between hydrants no
greater than 300 feet. Fire hydrant spacing for complexes or subdivisions shall not
exceed 300 feet. (IFC 12 507.5.1.2 amended)
Fire hydrant locations shall be approved by the appropriate Water District of jurisdiction
and the Division of Fire Prevention.
Fire Hydrants and Installation
Fire hydrants shall be installed in such a manner that the four and one half (4-112) inch
discharge nozzle on the fire hydrant is a minimum of eighteen (18) inches above
finished grade in accordance with the Water District of jurisdiction standards.
Fire hydrant discharge nozzle threads shall be in accordance with the Water District of
jurisdiction standards.
6 1 P a g e
WHEAT RIDGE FIRE PROTECTION DISTRICT
Division of Fire Prevention
Obstruction. Unobstructed access to fire hydrants shall be maintained at all times. The
fire department shall not be deterred or hindered from gaining immediate access to fire
protection equipment or fire hydrants. (IFC 12 507.5.4)
Clear Space Around Fire Hydrants. A 3 -foot clear space shall be maintained around
the circumference of fire hydrants, except as otherwise required or approved. (IFC 12
507.5.5)
Physical Protection. Where fire hydrants are subject to impact by a motor vehicle,
guard posts or other approved means shall comply with Section 312. (IFC 12 507.5.6)
Other barriers. Physical barriers shall be a minimum of 36 inches in height and shall
resist a force of 12,000 pounds applied 36 inches above the adjacent ground surface.
(IFC 12 312.3)
Landscaping/Fencing/Obstructions
Obstructions. Posts, fences, vehicles, growth, trash storage, mail kiosks, transformers
or other materials or objects shall not be placed or kept near fire hydrants that would
prevent such equipment from being immediately discernable. (IFC 12 507.5.4)
Clear Space Around Fire Hydrants. A minimum of a three (3) foot clear space shall be
provided and maintained around the circumference of fire hydrants. (IFC 12 507.5.5)
7i
XceiEnergysm
PUBLIC SERVICE COMPANY
December 30, 2015
City of Wheat Ridge Community Development
7500 West 29th Avenue
Wheat Ridge, CO 80033
Attn: Meredith Reckert
Re: Kinney [Gladys Subdivision], Case # MS -15-06
Right of Way & Permits
1123 West 3"' 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 minor subdivision plat for Kinney and requests the easement along the
northerly property line of Lot 2 be increased to 10 -feet.
Please be aware PSCo owns and operates existing electric distribution facilities within the
proposed project area. The property owner/developer/contractor must contact the
Builder's Call Line at 1-800-628-2121 and complete the application process for any new
gas or electric service, or modification to existing facilities. 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.
As a safety precaution, PSCo would like to remind the developer to call the Utility
Notification Center, at 1-800-922-1987 to have all utilities located prior to any
construction.
Should you have any questions with this referral response, please contact me at 303-571-
3306.
Donna George
Contract Right of Way Referral Processor
Public Service Company of Colorado
City of
"06 Wheat Rdge
PUBLIC WORKS
City of Wheat Ridge Municipal Building 7500 W. 29`h Ave.
December 31, 2015
Mr. John B. Guyton, P.L.S.
Flatirons, Inc.
3825 Iris Avenue Suite 395
Boulder, Colorado 80301
(303)443-7001
Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857
Re: First Review Comments of the Final Plat for Case # MS-15-06/Kinney (Gladys Subdivision), located
at 2880 Newland Street.
Dear Mr. Guyton,
I have completed the first review of the above referenced plat received on December 17, 2015, for the
proposed subdivision of the property located at 2880 Newland Street, and I have the following comments:
LAND SURVEYING
Final Plat:
General Comments:
1. Please include the following items with the next submittal as required by the Municipal Code of
Laws:
a. The Geodetic Surveying Requirements for Final Plats checklist.
b. Closure sheets for both the subdivision boundary and for each lot. The closure info for
the individual lots was shown on Sheet 1 of the first plat submittal, but this info needs to
be on separate sheets rather than on the plat itself and must be accompanied by the
closure for the entire subdivision boundary.
c. Section 26-410-C of the Municipal Code of Laws requires the boundaries of subdivisions
to include a metes and bounds description of that platted boundary. While it is
acknowledged that the title companies involved will in all likelihood require a new legal
description for each lot subsequent to subdivision, it is absolutely proper to use the lot
and block (in this case there is no block) and subdivision name as the Legal Description.
Therefore, there does not appear to be a need for the metes and bounds description
provided for each individual lot.
Sheet 1:
1. Please include the owner(s) names in both the Owner's Certificate and in the Notary's block.
2. Please provide the acreage to four (4) decimal places in both the Owner's Certification block and
in Note #12.
3. As this minor subdivision is administrative, the Planning Commission Certification can be
removed.
4. Please remove the Utility Easement note used for the standard 5' side and 10' front & rear utility
easements. This would add unnecessary encumbrances to Lot 1, a lot that is already developed.
5. Please modify the City Certification as shown (the City Council will not see this administrative
plat).
6. Add a signature line for the Director of Public Works.
7. Please remove all Closure Reports from the plat and provide as separate 8.5" x 11" pages with the
next submittal (refer to General Comment #I b above).
www.6wheatridge.co.us
Public Works Engineering
December 31, 2015
Page 2
8. Please add the Case History box and number: MS -15-05.
9. Please modify the word "SURVEY" to "PLAT" in Note #1 as indicated.
10. Change the title of the Sheet from "Administrative Subdivision Plat" to "Gladys Subdivision".
11. Be sure to include the Surveyor's seal and signature prior to Mylar®.
Sheet 2:
1. Specify a single P.O.C. and include a True Point of Beginning for the subdivision boundary.
2. Add the "City of Wheat Ridge" in the sub -title.
3. Include the description of the line used in the Basis of Bearings, being the N. Line of the SW
quarter of Section 25. (Also include the quarter -section line info).
4. Line segment L2 in the Line Table appears to be incorrect. It is currently shown as being in a
northeasterly direction and it seems the intent is to have it parallel with the west property line
which is in a northwesterly direction. Please double-check this.
5. Need to add the following linetypes to the Legend:
a. Centerline
b. \Right -of -Way Line
c. Easement
d. Section Line
e. Subdivision Boundary
f. Proposed Lot Line
6. Please remove the standard 5' side and 10' front & rear utility easements. This adds an
unnecessary encumbrance to Lot 1.
7. Owner information can be removed from the plat.
8. Since there were so many found pins, and since the positions that all of the arrows are pointing to
cannot be determined, please include enlarged details of the subdivision boundary corners where
any boundary evidence was found.
9. Modify the 30' Cross -Access language from "PER THIS PLAT" to IS HEREBY DEDICATED
BY THIS PLAT.
10. Change the easterly roadway name from "Newland Street" to "Lamar Street".
11. Include all zoning, both on-site and for adjoining properties.
12. Change the title of the Sheet from "Administrative Subdivision Plat" to "Gladys Subdivision".
Please include one PDF and one AutoCAD (2010 or older) DWG file of the Final Plat with the
next submittal.
If you have any questions, please contact me at 303.235.2864
Sincerely,
David F. Brossman, P.L.S.
City Surveyor / Development Review Engineer
CC: Steve Nguyen, Engineering Manager
Meredith Reckert, Senior Planner
Mark Van Nattan, Engineering Technician
File
www.ci.whcatridge.cu.us
Gladys Subdivision PLAT_2880 NewlandSt_Review-I.Itr.docx
in all O-er's
v,xroas
THE OWNER OF REAL PROPERTY CONTAINING 0.65 decnmal 4ca GLADYS SUBDIVISION
PARCEL DESCRIPTION:
THAT PORTION OF LOT 2, BLOCK 6, HENDERSON SUBDIVISION (AMENDED MAP) MORE
PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A POINT ON EAST UNE OF
NEWLAND STREET WHICH POINT IS 100 FEET SOUTH OF THE INTERSECTION OF THE
SOUTH UNE OF WEST 29TH AVENUE AND EAST UNE OF NEWLAND STREET; THENCE AT
RIGHT ANGLES EASTWARDLY A DISTANCE OF 135.22 FEET; THENCE AT RIGHT ANGLES
SOUTHERLY 35.38 FEET; THENCE AT RIGHT ANGLES EASTERLY 100 FEET; THENCE AT
RIGHT ANGLES SOUTHERLY 100 FEET; THENCE AT RIGHT ANGLES WESTERLY 235.23
FEET TO THE EAST UNE OF NEW -AND STREET; THENCE NORTHERLY ALONG EAST UNE
OF NEWLAND STREET 135.38 FEET, MORE OR LESS, TO POINT OF BEGINNING, COUNTY
OF JEFFERSON, STATE OF COLORADO.
LOT 1 CREATED BY THIS PLAT:
THAT PORTION OF LOT 2, BLOCK 6, HENDERSON SUBDIVISION (AMENDED MAP) MORE
PARTICULARLY DESCRIBED AS FOLLOWS: CONSIDERING THE NORTH UNE OF THE
SOUTHWEST QUARTER OF SECTION 25 TO BEAR NORTH 89'41'58" EAST, A DISTANCE OF
2,644.56 FEET BETWEEN A FOUND 3 3/4" BRASS CAP ON IRON PIPE STAMPED "CITY
OF WHEAT RIDGE T3S R69W 1/4 S 26 S 25 2001 LS 32429- IN RANGE BOX AT THE
WEST QUARTER CORNER OF SECTION 25 AND A FOUND 3 1/4" BRASS CAP ON
ALUMINUM PIPE STAMPED "CITY OF WHEAT RIDGE LS 28279 T3S R69W C 1/4 SEC 25
1997" IN RANGE BOX AT THE CENTER QUARTER CORNER OF SECTION 25 WITH ALL
BEARINGS CONTAINED HEREIN RELATIVE THERETO.
COMMENCING AT THE WEST QUARTER CORNER OF SECTION 25; THENCE SOUTH
30'05'24" EAST, A DISTANCE OF 1,664.47' TO THE NORTHWESTERLY CORNER OF THE
PROPERTY DESCRIBED AT RECEPTION NO. 2007052987; THENCE NORTH 8940'39" EAST,
A DISTANCE OF 1.50 FEET TO THE NORTHWESTERLY CORNER OF LOT 1, ALSO BEING
THE POINT OF BEGINNING; THENCE ALONG A LINE PARALLEL TO AND 100.00 FEET
SOUTHERLY OF THE SOUTHERLY RIGHT-OF-WAY UNE OF WEST 29TH AVENUE NORTH
89'40'39" EAST, A DISTANCE OF 133.22 FEET; THENCE ALONG A UNE PARALLEL TO
THE EASTERLY RIGHT-OF-WAY UNE OF NEW -ANO STREET SOUTH 0079'21" EAST, A
DISTANCE OF 35.38 FEET; THENCE PARALLEL TO SAID SOUTHERLY UNE OF WEST 29TH
AVENUE SOUTH 89'40'39" WEST, A DISTANCE OF 22.73 FEET; THENCE PARALLEL TO
SAID EASTERLY UNE OF NEWLAND STREET SOUTH 00'19'21" EAST, A DISTANCE OF
70.00 FEET; THENCE PARALLEL TO SAID SOUTHERLY UNE OF WEST 29TH AVENUE
SOUTH 89'40'39" WEST, A DISTANCE OF 110.99 FEET TO A POINT ON SAID EASTERLY
RIGHT-OF-WAY UNE OF NEWLANDSTREET; THENCE ALONG SAID EASTERLY UNE OF
NEWLAND STREET NORTH 0019'21" WEST, A DISTANCE OF 105.38 FEET TO THE POINT
OF BEGINNING, SAID LOT CONTAINING 12,500 SQUARE FEET OR 0.29 ACRES, MORE OR
LESS, COUNTY OF JEFFERSON, STATE OF COLORADO.
LOT 2 CREATED BY THIS PLAT
THAT PORTION OF LOT 2, BLOCK 6, HENDERSON SUBDIVISION (AMENDED MAP) MORE
PARTICULARLY DESCRIBED AS FOLLOWS: CONSIDERING THE NORTH UNE OF THE
SOUTHWEST QUARTER OF SECTION 25 TO BEAR NORTH 89'41'58" EAST, A DISTANCE OF
2.644.56 FEET BETWEEN A FOUND 3 3/4" BRASS CAP ON IRON PIPE STAMPED "CITY
OF WHEAT RIDGE T3S R69W 1/4 S 26 S 25 2001 LS 32429" IN RANGE BOX AT THE
WEST QUARTER CORNER OF SECTION 25 AND A FOUND 3 1/4' BRASS CAP ON
ALUMINUM PIPE STAMPED "CITY OF WHEAT RIDGE LS 28279 T3S R69W C 1/4 SEC 25
1997" IN RANGE BOX AT THE CENTER QUARTER CORNER OF SECTION 25 WITH ALL
BEARINGS CONTAINED HEREIN RELATIVE THERETO.
COMMENCING AT THE CENTER QUARTER CORNER OF SECTION 25; THENCE SOUTH
46'37'05" WEST, A DISTANCE OF 2,166.52 FEET TO THE NORTHEASTERLY CORNER OF
LOT 2, ALSO BEING THE POINT OF BEGINNING; THENCE ALONG A. UNE PARALLEL TO
THE EASTERLY RIGHT -OF -WAV UNE OF NEW -AND STREET SOUTH 00'19'21" EAST, A
DISTANCE OF 100.00 FEET; THENCE PARALLEL TO THE SOUTHERLY RIGHT-OF-WAY UNE
OF WEST 29TH AVENUE SOUTH 89'40'39" WEST, A DISTANCE OF 233.72 FEET TO A
POINT ON SAID EASTERLY UNE OF NEWLAND STREET; THENCE ALONG SAID EASTERLY
LINE OF NEWLAND STREET NORTH 0079'21" WEST, A DISTANCE OF 30.00 FEET; THENCE
PARALLEL TO SAID SOUTHERLY UNE OF WEST 29TH AVENUE. A DISTANCE OF 110.99
FEET; THENCE PARALLEL TO SAID EASTERLY LINE OF NEW -AND STREET NORTH 0019'21"
EAST, A DISTANCE OF 70.00 FEET; THENCE PARALLEL TO SAID SOUTHERLY UNE OF
WEST 29TH AVENUE NORTH 89'40'39' EAST, A DISTANCE OF 122.73 FEET TO THE
POINT OF BEGINNING, SAID LOT CONTAINING 15,603 SQUARE FEET OR 0.36 ACRES,
MORE OR LESS, COUNTY OF JEFFERSON, STATE OF COLORADO.
HAVE LAID OUT, SUBDIVIDED AND PLATTED SAID LAND AS PER THE DRAWING HEREON
CONTAINED UNDER THE NAME AND STYLE OF GLADYS 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 PUBLIC PORTIONS OF REAL
PROPERTY SHOWN AS RIGHT-OF-WAY, AND DO FURTHER DEDICATE TO THE CITY OF
WHEAT RIDGE AND THOSE MUNICIPALLY OWNED AND/OR MUNICIPALLY FRANCHISED
UTILITIES AND SERVICES THOSE PORTIONS OF REAL PROPERTY SHOWN AS EASEMENTS
FOR THE CONSTRUCTION, INSTALLATION, OPERATION, MAINTENANCE, REPAIR AND
REPLACEMENTFOR 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 POND, STREET LIGHTS AND ALL
APPURTENANCES THERETO. Include all Ossncr's names
OWNER
STATE OF COLORADO )
)SS
COUNTY OF JEFFERSON )
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF
A.D. 20 BY .
WITNESS MY HAND ANO OFFICIAL SEAL. MY COMMISSION EXPIRES:
NOTARY PUBLIC
County Clerk and Recorders CertHicate
o STATE OF COLORADO
)SS
COUNTY OF JEFFERSON )
o I HEREBY CERTIFY THAT THIS PLAT WAS FILED IN THE OFFICE OF THE COUNTY CLERK
AND RECORDER OF JEFFERSON COUNTY, GOLDEN, COLORADO, AT _ O'CLOCK _.M.
ON THE DAY OF 20_ A.D., IN BOOK_
PAGE RECEPTION NO.
JEFFERSON COUNTY CLERK AND RECORDER
BY:
DEPUTY
A PORTION OF LOT 2, BLOCK 6, HENDERSON SUBDIVISION (AMENDED MAP),
LOCATED IN THE SOUTHWEST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH,
Prosamaps n for
bounds d,dcss>nptan RANGE 69 WEST OF THE 6TH P.M.,
the subd"-Aron bound -CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
as required b5 Municipal
fod.°n.aw,yu.aln SHEET 1 OF 2
tC 1 bl
Vicinity Map
SCALE: 1--500'
Thc Cit, dos rat rcgmrc macs and bounds for indrs (dual lots of a
platted subdis kion As their n,spccnsc Icgal descriptions re simply the
lot number
IAs this minor subdrs mon is admmutrans the
Plannma Commisswn CutlficaUon can la n:moscd
C_=OV Ion Ce Wlcate City CertlNcatlon
OMMENDED ROVAL THIS DAY OF 20_ APPROVED THIS ___ DAY OF
THE WHEAT RIDGE P COMMISSION.
CITY CLERK
COMMUNITY DEVELOPMENT DIRECTOR
CITY OF
20_ BY THE WHEAT RIDGE
MAYOR
Plc n ose all Closure
Rcpons from the. plat and
p.,,dc as styaaa
s with the ncw.t wbmitMl.
Add Si natorc
IISTAVE
W 30TH AVE
DIRECTOR OF PUBLIC WORKS
COURSE: N89'40'39"E
LENGTH: 133.72'
Cross Access Easement
dary Closure Rep
AN ASSIGNS ANTS LIMITED RIGHTS AND PRIVILEGES:
THE OWNER, HIS SUCCESSORS 0 $SIC S GR
N89'4039 E LE NG 100.0
TO ACCESS AND TO FREE MOVEMENT THROUGH THOSE AREAS INDICATED AS
t
W 30TH AVE
589'40'39"W NGT 1: 235.22SUCH
GRANT OF EASEMENT SHALL BE LIMITED TO THE OWNERS, TENANTS, CUSTOMERS,:
in
GUESTS OF THE OWNERS, AND SHALL FURTHERMORE GRANT ACCESS TO AND FREE:
N89'40'39"E LENGTH: 135.MOVEMENT
THROUGH SAID EASEMENTS TO THOSE ENTERING SAID EASEMENTS FROM
7RSEC
S0019'21"E LENGTH: 15.SIMILARLY
RECORDED EASEMENTS FROM ADJACENT PROPERTIES AND/OR FROMABUTTING
PUBLIC STREETS.
ER: 741.20' AREA: 2 SQ.
LOSURE: 0.00 COURSE• N90'01
ORTH: 0.000 EAST:
w 29TH AVE
N 1: 741200000.00
in
a
W TH A
W 26TH AVE
W 26TH AVE
Vicinity Map
SCALE: 1--500'
Thc Cit, dos rat rcgmrc macs and bounds for indrs (dual lots of a
platted subdis kion As their n,spccnsc Icgal descriptions re simply the
lot number
IAs this minor subdrs mon is admmutrans the
Plannma Commisswn CutlficaUon can la n:moscd
C_=OV Ion Ce Wlcate City CertlNcatlon
OMMENDED ROVAL THIS DAY OF 20_ APPROVED THIS ___ DAY OF
THE WHEAT RIDGE P COMMISSION.
CITY CLERK
COMMUNITY DEVELOPMENT DIRECTOR
CITY OF
20_ BY THE WHEAT RIDGE
MAYOR
Plc n ose all Closure
Rcpons from the. plat and
p.,,dc as styaaa
s with the ncw.t wbmitMl.
Add Si natorc
RAT.
COURSE: N0019'21"W
DIRECTOR OF PUBLIC WORKS
COURSE: N89'40'39"E
LENGTH: 133.72'
Cross Access Easement
dary Closure Rep
AN ASSIGNS ANTS LIMITED RIGHTS AND PRIVILEGES:
THE OWNER, HIS SUCCESSORS 0 $SIC S GR
N89'4039 E LE NG 100.0
TO ACCESS AND TO FREE MOVEMENT THROUGH THOSE AREAS INDICATED AS
: S0019'21'E LEIj 100.00'"CROSS-ACCESS/INGRESS-EGRESS
EASEMENTS; AS ILLUSTRATED UPON THIS PUT.:
589'40'39"W NGT 1: 235.22SUCH
GRANT OF EASEMENT SHALL BE LIMITED TO THE OWNERS, TENANTS, CUSTOMERS,:
NDO19'21'W LENGTH: 135AND
GUESTS OF THE OWNERS, AND SHALL FURTHERMORE GRANT ACCESS TO AND FREE:
N89'40'39"E LENGTH: 135.MOVEMENT
THROUGH SAID EASEMENTS TO THOSE ENTERING SAID EASEMENTS FROM
7RSEC
S0019'21"E LENGTH: 15.SIMILARLY
RECORDED EASEMENTS FROM ADJACENT PROPERTIES AND/OR FROMABUTTING
PUBLIC STREETS.
ER: 741.20' AREA: 2 SQ.
LOSURE: 0.00 COURSE• N90'01
ORTH: 0.000 EAST:
N 1: 741200000.00
TEN -FOOT DE EASEMENTS ARE HEREBY GRANTED ON PRIVATE BPERTY
ADJACENT TO ALL C STREETS AND FRONT AND REAR PR LINES OF EACH
LOT IN THE SUBDIVISION TIED AREA, FIVE -FOO DE EASEMENTS ARE
HEREBY GRANTED ON PRIVATE P ADJA ALL SIDE LOT ONES Of EACH
LOT IN THE SUBDIVISION OR PLATTED A ESE EASEMENTS ARE DEDICATED FOR
THE INSTALLATION, MAINTENANCE EPLAC OF ELECTRIC, GAS, TELEVISION
CABLE, DRAINAGE AND TE UNICATIONS FACILITIE . TIES SHALL ALSO BE
PERMITTED WITHIN CESS EASEMENTS AND PRIVATE SIR THE SUBDIVISI
PERMANENT SiR TURES AND WATER METERS SHALL NOT BE PERMIT THIN SAI
case rcmosc the Utility Easement rate
cd for 1Nc standard s stdc and 10' front
res uttlrh cascmrnts This adds
neccssan rncumbranccs a Lot I
PERIMETER: 478.20' AREA: 12500 SO. FT.
ERROR CLOSURE: 0.00 COURSE: NDO'00'01
ERROR NORTH: 0.000 EAST: 0.000
PRECISION 1: 478200000.00
Notes
1. FIRST AMERICAN TITLE INSURANCE COMPANY FILE NUMBER 19352, DATED NOVEMBER 6,
PLAT 2015 AT 8:00 A.M., WAS ENTIRELY RELIED UPON FOR RECORDED INFORMATION
RDI RICH TS -OF -WAY, EASEMENTS AND ENCUMBRANCES IN THE PREPARATION OF
THI RVE THE PROPERTY SHOWN AND DESCRIBED HEREON IS ALL OF THE
PROPE ESCRIBEU IN SAID TITLE COMMITMENT.
2 ACCORDING
TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON
ANY . 1 1 . 1 1
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.
3. THIS ADMINISTRATIVE SUBDIVISION PUT WAS PREPARED FOR THE EXCLUSIVE USE OF STEVE
KINNEY, TITLE ONE OF COLORADO h FIRST AMERICAN TITLE INSURNACE COMPANY,
NAMED IN THE STATEMENT HEREON. SAID STATEMENT DOES NOT EXTEND TO ANY UNNAMED
PERSON 1WTHOlUT AN EXPRESS STATEMENT BY THE SURVEYOR NAMING SAID PERSON.
4. THIS SURVEY IS VAUD ONLY IF PRINT HAS SEAL AND SIGNATURE OF SURVEYOR.
LL7 p OI%JI$1RTIN
RAT.
COURSE: N0019'21"W
LENGTH: 105.38
COURSE: N89'40'39"E
LENGTH: 133.72'
COURSE: S0019'21'E
LENGTH: 35.38'
COURSE: $89'40'39'W
LENGTH: 22.73'
COURSE: S0019'21'E
LENGTH: 70.00'
COURSE: S89'40'39'W
LENGTH: 110.99'
PERIMETER: 478.20' AREA: 12500 SO. FT.
ERROR CLOSURE: 0.00 COURSE: NDO'00'01
ERROR NORTH: 0.000 EAST: 0.000
PRECISION 1: 478200000.00
Notes
1. FIRST AMERICAN TITLE INSURANCE COMPANY FILE NUMBER 19352, DATED NOVEMBER 6,
PLAT 2015 AT 8:00 A.M., WAS ENTIRELY RELIED UPON FOR RECORDED INFORMATION
RDI RICH TS -OF -WAY, EASEMENTS AND ENCUMBRANCES IN THE PREPARATION OF
THI RVE THE PROPERTY SHOWN AND DESCRIBED HEREON IS ALL OF THE
PROPE ESCRIBEU IN SAID TITLE COMMITMENT.
2 ACCORDING
TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON
ANY . 1 1 . 1 1
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.
3. THIS ADMINISTRATIVE SUBDIVISION PUT WAS PREPARED FOR THE EXCLUSIVE USE OF STEVE
KINNEY, TITLE ONE OF COLORADO h FIRST AMERICAN TITLE INSURNACE COMPANY,
NAMED IN THE STATEMENT HEREON. SAID STATEMENT DOES NOT EXTEND TO ANY UNNAMED
PERSON 1WTHOlUT AN EXPRESS STATEMENT BY THE SURVEYOR NAMING SAID PERSON.
4. THIS SURVEY IS VAUD ONLY IF PRINT HAS SEAL AND SIGNATURE OF SURVEYOR.
LL7 p OI%JI$1RTIN
RAT.
S_MRRSE/: NGO'19'21''1W
LENGTH: 30.00'
COURSE: N89'40'39'E
LENGTH: 110.99'
OURSE: N00'19'21'W
LENGTH: 70.00'
OURSE: N89'40'39'E
LENGTH: 122.73'
OURSE: S0019'21'E
LENGTH: 100.00'
OURSE: S89'40'39'W
LENGTH: 233.72'
PERIMETER: 667.44'
AREA: 15603 SO. FT.
ERROR CLOSURE: 0.00
COURSE:N90'00'00"W
ERROR NORTH: 0.000
EAST: -0.000
Pftl! 9ON 1: 667440000.00 /
5. BASIS OF BEARINGS: GPS DERIVED BEARINGS BASED ON A BEARING OF N89'41'58"E
ALONG THE NORTH UNE OF THE SOUTHWEST QUARTER OF SECTION 25. TOWNSHIP 3
SOUTH BETWEEN A FOUND 3 3/4" BRASS CAP ON IRON PIPE STAMPED "CITY OF
WHEAT RIDGE T3S R69W 1/4 S 26 S 25 2001 LS 32429 " IN RANGE BOX AT THE
WEST QUARTER CORNER OF SECTION 25 BEING CITY OF WHEAT RIDGE POINT /16809,
LATITUDE: 39'45'43.48236 LONGITUDE: 105'04'19.40374" AND A FOUND 3 1/4" BRASS
CAP ON ALUMINUM PIPE STAMPED "CITY OF WHEAT RIDGE LS 28279 T3S R69W C 1/4
SEC 25 1997" IN RANGE BOX AT THE CENTER QUARTER CORNER OF SECTION 25.
BEING CITY OF WHEAT RIDGE POINT 016909, LATITUDE: 39'45'43.49496', LONGITUDE:
105'03'45.54795', AS SHOWN HEREON. COLORADO STATE PLANE COORDINATE SYSTEM,
CENTRAL ZONE, NORTH AMERICAN DATUM 1983 (NAD83). ALL BEARINGS SHOWN
HEREON ARE RELATIVE THERETO.
6. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND
SURVEY MONUMENT AND/OR BOUNDARY MONUMENT OR ACCESSORY, COMMITS A CLASS
TWO (2) MISDEMEANOR PURSUANT TO STATE STATUTE C.R.S. SEC 18-4-508. WHOEVER
WILLFULLY DESTROYS. DEFACES, CHANGES, OR REMOVES TO ANOTHER PLACE ANY
SECTION CORNER, QUARTER -SECTION CORNER, OR MEANDER POST, ON ANY
GOVERNMENT UNE OF SURVEY, OR WILLFULLY CUTS DOWN ANY WITNESS TREE OR ANYa
TREE BLAZED TO MARK THE LINE OF A GOVERNMENT SURVEY, OR WILLFULLY DEFACES -
CHANCES, OR REMOVES ANY MONUMENT OR BENCH MARK OF ANY GOVERNMENT 'S
SURVEY, SHALL BE FINED UNDER THIS TITLE OR IMPRISONED NOT MORE THAN SX z
MONTHS, OR BOTH. 18 U.S.C. $ 1858. C
7. PER COLORADO REVISED STATUTES SEC. 38-51-106 (L), ALL UNEAL UNITS DEPICTED
ON THIS LAND SURVEY PLAT ARE U.S. SURVEY FEET. ONE METER EQUALS 39.37 7
DIVIDED BY 12 U.S. SURVEY FEET ACCORDING TO THE NATIONAL INSTITUTE OF C
STANDARDS AND TECHNOLOGY. 5
8. SUBSURFACE BUILDINGS, IMPROVEMENTS OR STRUCTURES ARE NOT NECESSARILY rr
SHOWN. BUILDINGS AND OTHER IMPROVEMENTS OR STRUCTURES ON ADJACENT
PROPERTIES THAT ARE MORE THAN FIVE (5) FEET FROM ANY OF THE PROPERTY LINESti
OF THE SUBJECT PROPERTY ARE NOT NECESSARILY SHOWN. C
a
9. THE SUBJECT AND ADJOINING PROPERTIES ARE ZONED R-1, RESIDENTIAL -ONE DISTRICT,
PER CITY OF WHEAT RIDGE, AS RESEARCHED ON NOVEMBER 24, 2015. THE
RESTRICTIONS ARE AS FOLLOWS:
FRONT SETBACK: 30 FEET; SIDE SETBACK: 15 FEET; REAR SETBACK: 15 FEET
MAXIMUM BUILDING HEIGHT: 35 FEET
MAXIMUM BUILDING COVERAGE: 25%
MINIMUM LOT AREA: 12,500 SO. FT.
MINIMUM LOT WIDTH: 100 FEET
10. FLOOD INFORMATION: THE SUBJECT PROPERTY IS LOCATED IN ZONE X UNSHADED,
AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN AND/OR
ZONE D. AREAS IN WHICH FLOOD HAZARDS ARE UNDETERMINED, BUT POSSIBLE,
ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP; COMMUNITY -PANEL NO.
085079-0214 F. DATED MAY 5, 2014. THE MAP DOES NOT DIFFERENTIATE BETWEEN
ZONE X UNSHADED AND ZONE D. FLOOD INFORMATION IS SUBJECT TO CHANGE.
Display xrcagc a i
11. DATES OF FIELDWORK: NOVEMBER 15-24, 201 ,mal lxs
12. THE TOTAL AREA OF THE SUBJECT PROPERTY IS 28,306 SQ. FT. OR 0.65 CRES, MORE
OR LESS. AREA AS SHOWN HEREON IS A RESULTANT FACTOR, NOTA MINATIVE
FACTOR, AND MAY CHANGE SIGNIFICANTLY WITH MINOR VARIATIONS IN FIELD
MEASUREMENTS OR THE SOFTWARE USED TO PERFORM THE CALCULATIONS. FOR THIS
REASON, THE AREA IS SHOWN AS A 'MORE OR LESS" FIGURE, AND IS NOT TO BE
RELIED UPON AS AN ACCURATE FACTOR FOR REAL ESTATE SALES PURPOSES.
13. OWNERSHIP INFORMATION IS PER JEFFERSON COUNTY WEBSITE AS RESEARCHED ON
NOVEMBER 24, 2015 AND IS SUBJECT TO CHANGE.
14. THE FOLLOWING DOCUMENTS ARE MENTIONED IN THE ABOVE REFERENCED TITLE
COMMITMENT AND APPEAR TO AFFECT THE SUBJECT PROPERTY BUT CANNOT BE SHOWN
GRAPHICALLY. THE FOLLOWING UST CONTAINS THE TITLE COMMITMENT EXCEPTION
NUMBER, DATE RECORDED, RECEPTION NUMBER AND/OR BOOK AND PAGE.
/8 FEB. 14, 1922 BOOK 236, PAGE 207 DEED
110 DEC. 27, 1949 BOOK 658, PAGE 491 RESTRICTIVE COVENANTS
15. NOS/NGS STATEMENT OF ACCURACY: THE GEODETIC POINT COORDINATE DATA SHOWN
HEREIN HAS BEEN DERIVED FROM NAD83 HARN STATE PLANE COLORADO CENTRAL FlPS
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).
16 COORDINATES WITH INA SHOWN HEREON ARE CONSISTENT CURRENT CITY OF WHEAT RIDGE
DATUM, BEING GROUND BASED MODIFIED NAD83 STATE PLANE COORDINATES, COLORADO
CENTRAL ZONE 0502, ON NADV88 VERTICAL DATUM. ALL COORDINATE INFORMATION IS
DERIVED FROM PUBLISHED CITY OF WHEAT RIDGE POINT PHAC-1 INFORMATION, WITH A
COMBINED SCALE FACTOR OF 0.99974780300, AND WITH NA083 STATE PLANE GRID
COORDINATES AS FOLLOWS: N: 1701258.75, E: 3118217.58, ELEVATION: 5,471.62'.
17. THE BRICK WALLS EXTEND ACROSS THE WESTERLY LINE OF THE SUBJECT PROPERTY
INTO THE RIGHT-OF-WAY OF NEWLAND STREET AS SHOWN HEREON.
18. RECOVERED MONUMENTS FOR THE SUBJECT PROPERTY FALL WITHIN MEASUREMENT
TOLERANCES. HOWEVER THE 1.5" BENT IRON PIPE, ALUMINUM CAP ON 05 REBAR, RED
PLASTIC CAP ON 05 REBAR, BLUE PLASTIC CAP ON /5 REBAR. AND TWO /3 REBAR
SHOWN OUT OF POSITION ARE OUTSIDE OF MEASUREMENT TOLERANCES BUT ARE
REMOTE FROM THE PROPERTY AND WERE HELI) TO HAVE NO AFFECT ON THE
BOUNDARY OF THE SUBJECT PROPERTYTHE RELATIVE CALCULATED LOCATION OF
WYOfft"TRDOE
THOSE MONUMENTS IS SHOWN FOR INFORMATIONAL PURPOSES ONLY.
DATE -122 71201 _5
Surveyors Statement
12/1712015
I, JOHN B. GUYTON, A LAND SURVEYOR LICENSED IN THE STATE OF COLORADO, HEREBY
1st Submittal
STATE FOR AND ON BEHALF OF FLATIRONS, INC., TO STEVE KINNEY, TITLE ONE OF
COLORADO h FIRST AMERICAN TITLE INSURNACE COMPANY, THAT THE SURVEY OF THE
BOUNDARY OF GLADYS SUBDIVISION WAS CONDUCTED BY ME OR UNDER MY RESPONSIBLE
CHARGE ON NOVEMBER 24, 2015. AND TO THE BEST OF MY KNOWLEDGE. INFORMATION AND
(ASE HISTORN
BELIEF, IN ACCORDANCE WITH ALL APPLICABLE COLORADO STATUTES, CURRENT REVISED
MS -15.05
EDITION AS AMENDED, THE ACCOMPANYING PLAT ACCURATELY REPRESENTS SAID SURVEY.
JOHN B. GUYTON COLORADO P.L.S. /16406 7/
CHAIRMAN & CEO, FLATIRONS, INC.
ff Viz°
15-66,141
DATE:
12-07-2015
DRAWN BY:
J. STEPHENSON
CHECKED BY:
JMB/KE/NV/ETB
SHEET 1 OF 2
GLADYS SUBDIVISION
�)><r.1f, aunFk l'llC and llwlwk ., IED. l',•In1 A PORTION OF LOT 2, BLOCK 6, HENDERSON SUBDIVISION (AMENDED MAP),
.d IkFmnlnF Ips 0u u11JI,1a�n Irurrlan
LOCATED IN THE SOUTHWEST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH,
RANGE 69 WEST OF THE 6TH P. M.,
CITY OF WHEAT RIDGE, O UNTY OF JEFFERSON, STATE OF COLORADO
WEST oaR1�IERT-SECTMaH2�s5.HETTOYM P ADDCITYCALL-0UT SHEET 2 OF 2
3 sou 69 WEST OF TME 6tH P CONSISTENT WITH SHEET 1)
FOLMD 3 3 K
STAMPED 'CITY OF WHEAT RAGE 735 R69W 1/4
S 26 S 25 2001 LS 32429' IN RANGE BOX
PER MONUMENT RECORD DATED 5/2]/01
CITY OF MEAT RIDGE PANT /16609
N: 703190.19
E 1210115.96
LATITUDE 311•u'w5se236• BA515 OF N. Line of the SW quarter of Section 23
LONGITUDE 105De'9.40374' N89'41'S8'E 2644.• LNs)
ElEV. 5.451.55•
imy
bi y
LINE
n a
;s
SOUTH SIXTEENTH CORNER BETWEEN
L1
SECTIONS 23! 26, TOWNSHIP 3 SOUTH,
!n
RANGE 69 NEST OF THE 6TH P.Y.
FOUND 3 1/7- BRASS CAP ON IRON PIPE
r `_
STAMPED •CITY OF WHEAT RIDGE LS
z j
32429 T3S R69W S1/16 S 25 S 25
( 3
2000• N RANCE BOX PER MONUMENT
RECORD DATED 2-10-01
Z
CITY OF WHEAT ROM PONT /IGOol0
)
\OF
50.00' (C)1
JV
AT
Ig
HENISION TRUE POINT OFBEGINNINGp0'H� I'0FCAR I ' I In
O r
0 65 RWAR STAMPED
'AEGIS SLR4EYwG INC.
=d PLS 38091 0.0 w
rite
FOUND NAIL ! ALUMINUM
WASHER STAMPED 'AEGIS
PLS 38091 18.0 w
FOUND PARTIALLY
LLEGIBLEJ
1.23' BLUE PLASTIC CAP
ON A RWM STAMPED
YOORE a ASS IOW
0.34' EASTERLY OF
CALCULATED POSITION
A PORTION OF LOT I
BLOCK 7
HENDERSON SUBDIVISION
(AMENDED MAP)
LINE
BEARING
LENGTH
L1
N89'40'39'E
110.99'
L2
N0019.21
7000-
000'L3
73--
N89'40'39•E
22.73-
\OF
50.00' (C)1
JV
AT
Ig
HENISION TRUE POINT OFBEGINNINGp0'H� I'0FCAR I ' I In
O r
0 65 RWAR STAMPED
'AEGIS SLR4EYwG INC.
=d PLS 38091 0.0 w
rite
FOUND NAIL ! ALUMINUM
WASHER STAMPED 'AEGIS
PLS 38091 18.0 w
FOUND PARTIALLY
LLEGIBLEJ
1.23' BLUE PLASTIC CAP
ON A RWM STAMPED
YOORE a ASS IOW
0.34' EASTERLY OF
CALCULATED POSITION
A PORTION OF LOT I
BLOCK 7
HENDERSON SUBDIVISION
(AMENDED MAP)
A PORTION OF LOT I
BLOCK 7
HENDERSON SUBDIVISION
(AMENDED MAP)
- - S89'40'39'W 1322.10' (AM)
- - HEST 29TH AVENUE w-
50' RIGHT-OF-WAY) N
Pluto rcmo%c the samdard V side and 10'
I
N8 Omni.@ rer uti1iH casements. Thu add, -1-
unnecessan' encumbrance to Lor I. FOUND BERT 1.3• NON PIPE
A PORTION OF LOT 2 LET NORTHERLY OF
BLOCK 6 CALCULATED POSITION
HENDERSON SUBDIVISION
(AMENDED MAP)/j A PORTION OF LOT 2
REC. NO. 77893642 A PORTION OF LOT 2 BLOCK 6
T
PONT OF COMMENCEMENT LOT 2
CENTER QUARTER CORNER OF SECTION
25.TOMSH'P 3 SOUTH. RANGE 69 WEST
OF TIME 67H P.Y.
FOUND 3 1/4• BRASS CAP ON ALUMINUM
PIPE STAMPED 'CITY OF WHEAT RIDGE LS
26279 T3S R69•W C 1MONUMENT
SEC 25 1997
IN RANGE BOX PER IYENT RECORD
DATED 1D-23-97
CITY OF WHEAT RIDGE PONT (16909
N: 70.7194.06
E 123740.48
unTUDE: 39'45'43.19496•
LONGITUDE 105W45.54795•
ELLV: 5.455.11'
z
9ti
ti�bb SOUTHWEST SIXTEENTH CORNER OF
yy, SECnON 23 TOWNSHIP 3 SOUTH. NANOE
O 69 WEST OF THE 6TH P.Y. ^
FOUND 3 1/4• ALUMINUM CAP ON 05 _
S REBAR STAMPED 'LANE ENG SRV INC sty
yMS7 1/16 2002 LS 16837- IN RANGE BOX
PER MONUMENT RECORD DATED 8/9/02 .r
CITY OF WHEAT RIDGE POINT /160011
1.
l
BLOCK 6 HENDERSOAMENDED MAP)
N SUBDIVISION
g HENDERSON SUBDIVISION (
F 8I (AMENDED MAP) I REO. REC. NO. F1154589
tJOF0372B94 . A PORTION OF LOT 2
079 g BLOCK 6
3678 Rcmo,I, all oxncrs HEN (ERSON SUBDIVISION
S0019'21 -E from loll - tr (AMENDED MAP)
r �, REC. NO. 2014100874
!9'4039-t
�. (C)
Should Ihls be W"
0
FOUND AUOUOT MONUMENT AS DESCRIBED
•
FOUND MONUMENT AS DESCRIBED
®
FOUND BRASS TAG AS DESCRIBED
0
CALCULATED POSITION (NOT FOUND OR SET)
(AM)
AS MEASURED AT TIME OF SURVEY
(C)
CALCULATED FROM RECORD AND AS MEASURED
H: 701705.41
E 12206587
INFORMATION
(R)
AS PER RECORD INFORMATION
(TC)
AS PER DESCRIPTION IN TITLE COMMITMENT (SEE NOTE 1)
0
GRAVEL
oxJ(Xx AC
FENCE
ELEV
ELEVA71ON
Wilk. Ml axrsrr4rc ukW4bd
CENTERLINE
-----
CENTERLINE
-
ROW LINE
--------
EASEMENT
- - - -
SECTION LINE
SUBDIVISION BOUNDARY
BRICK WALL (SEE NOTE 17)
PROPOSED LOT LINE
36091 3.0 WC
GRAPHIC SCALE
H
N FEET )
Sl -
I tech - 30 It.
A PORTION OF LOT I
BLOCK 7
HENDERSON SUBDIVISION
(AMENDED MAP)
- - S89'40'39'W 1322.10' (AM)
- - HEST 29TH AVENUE w-
50' RIGHT-OF-WAY) N
Pluto rcmo%c the samdard V side and 10'
I
N8 Omni.@ rer uti1iH casements. Thu add, -1-
unnecessan' encumbrance to Lor I. FOUND BERT 1.3• NON PIPE
A PORTION OF LOT 2 LET NORTHERLY OF
BLOCK 6 CALCULATED POSITION
HENDERSON SUBDIVISION
(AMENDED MAP)/j A PORTION OF LOT 2
REC. NO. 77893642 A PORTION OF LOT 2 BLOCK 6
T
PONT OF COMMENCEMENT LOT 2
CENTER QUARTER CORNER OF SECTION
25.TOMSH'P 3 SOUTH. RANGE 69 WEST
OF TIME 67H P.Y.
FOUND 3 1/4• BRASS CAP ON ALUMINUM
PIPE STAMPED 'CITY OF WHEAT RIDGE LS
26279 T3S R69•W C 1MONUMENT
SEC 25 1997
IN RANGE BOX PER IYENT RECORD
DATED 1D-23-97
CITY OF WHEAT RIDGE PONT (16909
N: 70.7194.06
E 123740.48
unTUDE: 39'45'43.19496•
LONGITUDE 105W45.54795•
ELLV: 5.455.11'
z
9ti
ti�bb SOUTHWEST SIXTEENTH CORNER OF
yy, SECnON 23 TOWNSHIP 3 SOUTH. NANOE
O 69 WEST OF THE 6TH P.Y. ^
FOUND 3 1/4• ALUMINUM CAP ON 05 _
S REBAR STAMPED 'LANE ENG SRV INC sty
yMS7 1/16 2002 LS 16837- IN RANGE BOX
PER MONUMENT RECORD DATED 8/9/02 .r
CITY OF WHEAT RIDGE POINT /160011
1.
l
BLOCK 6 HENDERSOAMENDED MAP)
N SUBDIVISION
g HENDERSON SUBDIVISION (
F 8I (AMENDED MAP) I REO. REC. NO. F1154589
tJOF0372B94 . A PORTION OF LOT 2
079 g BLOCK 6
3678 Rcmo,I, all oxncrs HEN (ERSON SUBDIVISION
S0019'21 -E from loll - tr (AMENDED MAP)
r �, REC. NO. 2014100874
!9'4039-t
�. (C)
"^ y+ 8
-AEGIS SIJ VEYNO NCP =
35. (AM)
SOUTHERLY
EASTERLY 100' (TC)
38091 50 1
35
PONT OF
BEGINNING �
EASTER 135.22' (TC)
Unclear-dstad
��
LOT I
N89.40' -E 135.27 I
FD nc w CIN 05
REBAR STAMPED 'AEGIS PLS 311091'
-
,.- r.....�,
133 72'
.,.......
H: 701705.41
E 12206587
I BRICK COLUMNFOUIII x10`
HY it 11
MINUM
(�•I j< � AW
CAP STAMPED AEG
S
SURVEYING INC. PLS
38091 8.0
WC'
�is;
a o'
W N
N
O1 r
�g
q:D2" ALUYNUM CAP
CIN IS REBAR STAMPED
AEGIS SURVEYNG PLS
38091 8.0 WC,
U.1c. xh.1 arroxhcds are poiming
to Alw confusing to hart sKlion tic
rcdappiag. Enlargement dctad maq
J
A PORTION OF LOT 2
BLOCK 6
HENDERSON SUBDIVISION
(AMENDED MAP)
REG NO. F0049006
,'C Clantr.
T
EASTERLY 100' (TC)
FOUND PARTALLY ILLEGg1E
1.5' ALUMINUM CAP ON 65
INS PER
13q� N89'40'39�OQ�(
fds O
REBAR STAMPED 'LAK
I-7 - 122.7T (CT
$ w
LOT 1
7C fin, 9ov'o'(weTt)
G
12.500 SO. FT.
0.24' SOUBIE%Y )F
'
oxJ(Xx AC
PER
-1
CALCULATED POSITION
D 2' ALUMINUM CAP
Wilk. Ml axrsrr4rc ukW4bd
PLAT LOT 2
pi >
J
`R
".-1m1 Gerd a all druid
1hc,e 4-u'O" I
N 13603 50. FT.
15.603 AC.
HERWY CREATED BY THIS PIAT
10' U
T
BRICK WALL (SEE NOTE 17)
OEDICA 7115
TIAL
36091 3.0 WC
H
A PORTION OF LOT 2
Sl -
BLOCK 6
RAVEL DRIVE
g
,G O'(AM/TC) 3WENT-1
II REC. N0. 2007052987 90V0'(AW&TC)+
BRICK WALT.
(4i NOTE 17)
N CATPER INS PLA
W
1-
J
�f- -233 72' - -
25. N: 701604.05 S8940'39'W 235.22' (AAI)
E -121931.n WESTERLY 235.23' (TC)
I BRICK COLUMNFOUIII x10`
HY it 11
MINUM
(�•I j< � AW
CAP STAMPED AEG
S
SURVEYING INC. PLS
38091 8.0
WC'
�is;
a o'
W N
N
O1 r
�g
q:D2" ALUYNUM CAP
CIN IS REBAR STAMPED
AEGIS SURVEYNG PLS
38091 8.0 WC,
U.1c. xh.1 arroxhcds are poiming
to Alw confusing to hart sKlion tic
rcdappiag. Enlargement dctad maq
J
A PORTION OF LOT 2
BLOCK 6
HENDERSON SUBDIVISION
(AMENDED MAP)
REG NO. F0049006
,'C Clantr.
FOUND PARTALLY ILLEGg1E
1.5' ALUMINUM CAP ON 65
REBAR STAMPED 'LAK
ENGR 5•-• 436'
ONT OF
0.24' SOUBIE%Y )F
BEGINNING LOT 2
kNK:
72165, 97 122165.9
CALCULATED POSITION
D 2' ALUMINUM CAP
W
S
ON A REBAR STAMPED
AEGIS SURVEYING INC PLS
36091 3.0 WC
H
g-
N OF LOT 2
A PORTON
'c
&
A PORTION OF LOT 2
9
BLOCK 6
HENDERSON SUBDIVISION
I
m
BLOCK 6
NENOER90N SUBDIVISION
(AMENDED MAP)
(AMENDED MAP)
REC. NO. 2008036755
REO. N0. F0967580
17�
0
5 PIAT FOUND Y ALCM
011 F5 REBAR
STAMPED MPED
'AEGIS SURVEYING INC,
PLS 36091 3X3 W
A PORTION OF LOT 2
BLOCK 6
HENDERSON SUBDIVISION
IAMENDED MAP)
REC. NO. 2 014 015 3 2 4
CF F ME MNFRALLC•COMMF.NTS
1. Propemo%riers sbouW NOT be listed on recorded plat
2. Zoning information required on sub)ect propem and on d)acrnt
properties.
3. Remorc all proposed 10' Cront and bacL utility cascmrnta and ?'
-tidclN utility casements. This propem is currenan
tl, dc,clopcd d
PW docs not bcllc,c it uoeessarr to encumber the propcm with
additional cmentems
4. Property corners with multiple monuments arc not cleadc shorn.
PW recommends more careful leder p1wemeint or Inger scale dealI
of areas indicated.
IMMEMEon
Ile
235.4' (R) 8?1_
1489"W'39.E 235.23' (C) N N
235.252' (R) en
r
FOUND N . NO CAP o
1.47- WESTERLY ! 0.36'36'NORTHERLY 8
OF CALCULATED POSITION
A PORTION OF LOT 2
BLOCK 6 JA PORTION OF LOT 2
HENDERSON SUBDIVISION BLOCK 6
(AMENDED MAP) S N HENDERSON SUBDIVISION
REC. NO. 2009117922 ' g I I (AMENDED MAP)
r REC. NO. 80029166
FOUND 1.5' RED PLASTIC CAP m
ON A REBARsTAYPW 'COLO FOUND BENT N
ENdI
AND
SURVEY �p�. O.ax WESTERL
REBAR. NO CAP JOB NUMBER:
076• WESTERLY OF 1.16' NORTHERLYYe OF 15-66.141
CALCULATED POSITION CALCULATED POSITION DATE:
S8917'28'E 12-07-2015
50.01' (C) DRAWN BY:
J. STEPHENSON
11 SHEET 2 OF 2 11
IMMEMEon
Ile
235.4' (R) 8?1_
1489"W'39.E 235.23' (C) N N
235.252' (R) en
r
FOUND N . NO CAP o
1.47- WESTERLY ! 0.36'36'NORTHERLY 8
OF CALCULATED POSITION
A PORTION OF LOT 2
BLOCK 6 JA PORTION OF LOT 2
HENDERSON SUBDIVISION BLOCK 6
(AMENDED MAP) S N HENDERSON SUBDIVISION
REC. NO. 2009117922 ' g I I (AMENDED MAP)
r REC. NO. 80029166
FOUND 1.5' RED PLASTIC CAP m
ON A REBARsTAYPW 'COLO FOUND BENT N
ENdI
AND
SURVEY �p�. O.ax WESTERL
REBAR. NO CAP JOB NUMBER:
076• WESTERLY OF 1.16' NORTHERLYYe OF 15-66.141
CALCULATED POSITION CALCULATED POSITION DATE:
S8917'28'E 12-07-2015
50.01' (C) DRAWN BY:
J. STEPHENSON
11 SHEET 2 OF 2 11
.. Cit of' Community Development
W heat
City
7500 West 29th Avenue
i c
COMMUNITY DEVELOPMENT Wheat Ridge, Colorado 80033
Ph: 303.235.2846 Fax: 303.235.2857
Community Development Referral Form
Date Mailed: December 16, 2015 Response Due: December 31, 2015
The Wheat Ridge Community Development Department has received a request for approval of a minor
subdivision (from one [1] lot into two [2]) at 2880 Newland Street.
No response from you will constitute having no objections or concerns regarding this proposal
Case No.: MS -15-06
Request: The applicant is requesting to split 2880 Newland Street into two lots.
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: Meredith Reckert
Phone: 303.235.2848 Email: mreckert@ci.wheatridge.co.us Fax: 303.235.2857
DISTRIBUTION:
Consolidated Mutual Water District
Wheat Ridge Sanitation District
Wheat Ridge Fire District
Xcel Energy
Century Link
Comcast Cable
Wheat Ridge Post Office
Wheat Ridge Police Department
Wheat Ridge Public Works
Wheat Ridge Building Division
Vicinity Map
A
PPLa C Pnotj
0 A7a2, 1 t9L5
POWER OF ATTORNEY
(LIMITED PURPOSE)
IMPORTANT INFORMATION
This power of attorney authorizes another person (your agent) to make decisions for you
(the principal) and to act on your behalf concerning the limited purpose described below in the
Grant of Authority. You should select someone you trust to serve as your agent.
Unless you specify otherwise, generally the agent's authority will continue until you die or
revoke the power of attorney or the agent resigns or is unable to act for you.
Your agent is entitled to reasonable compensation unless you state otherwise in the special
instructions,
This power of attorney does not authorize the agent to make health care decisions for you.
If you have questions about this power of attorney or the authority you are granting to
your agent, you should seek legal advice before signing this form.
DESIGNATION OF AGENT
I, Kelli [)Dahl
(name of Principal),
name the following person as my agent:
Name of agent: Steve Kinney
Agent's address: 2870 Newland Street
Agent's telephone number: 303-475-8200
GRANT OF AU'T'HORITY
I grant my agent the authority to act as my true and lawful agent and in my name, place, and stead for my sole
use and benefit, with full power and authority to do and perform each and every act necessary, as fully as I might
do if personally present to accomplish and complete the following act or transaction: (Describe in detail the act or
transaction, including the specific responsibilities and limitations allowed to perform the act or transaction.)
Solely to act as my agent related to the Land Use Case with the City of Wheat Ridge for splitting the lot we own at 2880
Newland Street in Wheat Ridge. CO Into two parcels.
LIMITATION ON AGENT'S AUTHORITY
An agent that is not my ancestor, spouse, or descendant MAY NOT use this power of attorney to benefit the
agent or a person to whom the agent owes an obligation of support. The authority granted in this power of attorney
is limited to the act or transaction described in this document.
No. e34L. Rev. I1-09. POWER OF ATt'ORNEY (LIMITED PURPOSE) (Peg. I or 3)
Bradford Publishing. 1743 Wozcc St.. Denvcr. CO 110202 (303) 292.2590 www bradfu dpubhshmg.com cl-'orm
SPECIAL INSTRUCTIONS
You may give special instructions on the following lines:
There shall be no compensation for this action.
EFFECTIVE DATE AND TERMINATION
INSTRUCTIONS: Choose the effective dale of this Pulver of attorney by initialing either (A) or (B). If neither
is initialed, this power of attorney will be effective immediately. Initial (C) if you would like this power of attorney
to automatically expire upon completion of its purpose, without any action Ott your part.
(A) This power of attorney is effective immediately and is not affected by my subsequent
incapacity.
(B) This power of attorney becomes effective upon my subsequent incapacity.
(C) This power of attorney shall automatically expire by its own terms upon completion of the
limited purpose set forth herein.
RELIANCE ON THIS POWER OF ATTORNEY
I, with full power of revocation, ratify and confirm all that my agent shall lawfully do or cause to be done by
virtue of this power of attorney and the powers contained herein. Any person, including my agent, may rely upon
the validity of this power of attorney or a copy of it unless that person knows it has terminated or is invalid.
Date
SIGNATURE AND ACKN W E MEN
2 10-ts- Xk'L'
Signature of Principal IA A
Print your name: ___��� kA -
Address
Your telephone number:
State of Colorado
County of Cs l
This Power of Attorney was acknowledged
wledged before me o `� > i� (date) by
�. (Name of Princi al)
c
Signature of no
My commission expires:
NOTAl�I •`•_
No. eML. Re., 11-09. POWER OFATTORNEY (LINrrED PURPOSF, 11'iRe 2 of 7) U T
°�A. OF G,
POWER OF ATTORNEY
(LIMITED PURPOSE)
IMPORTANT INFORMATION
This power of attorney authorizes another person (your agent) to make decisions for you
(the principal) and to act on your behalf concerning the limited purpose described below in the
Grant of Authority. You should select someone you trust to serve as your agent.
Unless you specify otherwise, generally the agent's authority will continue until you die or
revoke the power of attorney or the agent resigns or is unable to act for you.
Your agent is entitled to reasonable compensation unless you state otherwise in the special
instructions.
This power of attorney does not authorize the agent to make health care decisions for you.
If you have questions about this power of attorney or the authority you are granting to
your agent, you should seek legal advice before signing this form.
DESIGNATION OF AGENT
I, Thad C Dahl
name the following person as my agent:
Name of agent: Steve Kinney
Agent's address: 2870 Newland Street
Agent's telephone number: 303-475-8200
(name of Principal),
GRANT OF AUTHORITY
I grant my agent the authority to act as my true and lawful agent and in my name, place, and stead for my sole
use and benefit, with full power and authority to do and perform each and every act necessary, as fully as I might
do if personally present to accomplish and complete the following act or transaction: (Describe in detail the act or
transaction, including the specific responsibilities and limitations allowed to perform the act or transaction.)
Solely to act as my agent related to the Land Use Case with the City of Wheat Ridge for splitting the lot we own at 2880
Newland Street in Wheat Ridge, CO into two parcels.
Il __
LIMITATION ON AGENT'S AUTHORITY
An agent that is not my ancestor, spouse, or descendant MAY NOT use this power of attorney to benefit the
agent or a person to whom the agent owes an obligation of support. The authority granted in this power of attorney
is limited to the act or transaction described in this document.
No. e34L. Rev. 11-09. POWER OF ATTORNEY (LI.MITED PURPOSE) (Page 1 of 3)
Bradford Publishing, 1743 Waree St., Denver, CO 80202 — (303) 292-2590 - www.bradfordpublishing.com -- eForm
SPECIAL INSTRUCTIONS
You may give special instructions on the following lines:
There shall be no compensation for this action.
EFFECTIVE DATE AND TERMINATION
INSTRUCTIONS: Choose the effective date of this power of attorney by initialing either (A) or (B). If neither
is initialed, this power of attorney will be effective immediately. Initial (C) if you would like this power of attorney
to automatically expire upon completion of its purpose, without any action on your part.
(A) This power of attorney is effective immediately and is not affected by my subsequent
incapacity.
(B) This power of attorney becomes effective upon my subsequent incapacity.
(C) This power of attorney shall automatically expire by its own terms upon completion of the
limited purpose set forth herein.
RELIANCE ON THIS POWER OF ATTORNEY
I, with full power of revocation, ratify and confirm all that my agent shall lawfully do or cause to be done by
virtue of this power of attorney and the powers contained herein. Any person, including my agent, may rely upon
the validity of this power of attorney or a copy of it unless that person knows it has terminated or is invalid.
l2 X lis
Date
State of Colorado
County of Jb eA VC r
SIGNATURE AND ACKNOWLEDGMENT
Signature of Principal
Print your name: :77 /— A
Address:y�V2A 1 Al e r
Your telephone number: 3,2 7-
This Power of Attorney was acknowledged before me on
k(date) by
T wg [�
04 1 !(Name of Principal)
CD J, ARTICA
�FRANCISRY p�B��C Q Signature o6yo ary _
t W o : SOL, 726My commission expires: -7 1
gS1011)
N EXPIitEB ala
MY COM
No. e341.. Rev. 11.09. POWER OF ATTORNEY (LIMITED PURPOSE) (Page 2 of 3)
0
TO:
TO:
TO:
ONE
of COLORAD
TITLEONE OF COLORADO, INC.
710 KIPLING STREET, SUITE 406
LAKEWOOD, CO 80215
PHONE: 303-991-5959 FAX: 303-232-3216
DELIVERY TRANSMITTAL
DATE
November 10, 2015
ORDER NO:
19352
ADDRESS:
2880 NEWLAND STREET, EDGEWATER, CO 80214
OWNER:
THAD C. DAHL and KELLI D. DAHL
BUYER:
TO BE DETERMINED
TO: THAD C. DAHL AND KELLI D. DAHL
TO: DEBBIE EVANS-CLOSER
DIRECT:303-436-2645
d.evans@titleoneco.com
TO:
TO:
TO:
TO: TO BE DETERNIMED
TO: VANESSA SCOTT -PROCESSOR
DIRECT:303-436-2640
v.scott@titleoneco.com
ONE 710 Kipling Street, Suite 406
of COLORAD Lakewood, CO 80215
P-303-991-5959 F-303-232-3216
Your Partner for Success
Thank you for your business.
Our experienced staff at TitleOne provides excellent closing and escrow
services and will handle your transaction with care.
Wire Instructions
Colorado Business Bank
821 17th Street
Denver,CO 80202
Phone: 303-383-1255
Bank Routing Number: 102003206
Title One Account Number: 3489337
Please reference
File Number
Property Address
Borrower Name
TitleOne of Colorado, Inc
710 Kipling Street, Suite 406
Lakewood,CO 80215
Phone: 303-991-5959
Fax: 303-232-3216
19352
2880 NEWLAND STREET
TO BE DETERMINED
Thankyou for your continuedsupport!
• fi � Fii�M.,,iiC".
Commitment
Title Insurance Commitment
ISSUED BY
First American Title Insurance Company
INFORMATION
The Title Insurance Commitment is a legal contract between
you and the Company. It is issued to show the basis on which
we will issue a Title Insurance Policy to you. The Policy will
insure you against certain risks to the land title, subject to the
limitations shown in the Policy.
The Company will give you a sample of the Policy form, if you
ask.
The Policy contains an arbitration clause. All arbitrable matters
when the Amount of Insurance is $2,000,000 or less shall be
arbitrated at the option of either the Company or you as the
exclusive remedy of the parties. You may review a copy of the
arbitration rules at http://www.alta.org_/.
The Commitment is based on the land title as of the
Commitment Date. Any changes in the land title or the
transaction may affect the Commitment and the Policy.
The Commitment is subject to its Requirements, Exceptions
and Conditions,
THIS INFORMATION IS NOT PART OF THE TITLE
INSURANCE COMMITMENT. YOU SHOULD READ THE
COMMITMENT VERY CAREFULLY.
If you have any questions about the Commitment, contact:
FIRST AMERICAN TITLE INSURANCE COMPANY
1 First American Way, Santa Ana, California 92707
TABLE OF CONTENTS
AGREEMENT TO ISSUE POLICY
CONDITIONS
SCHEDULE A Insert
I . Commitment Date
2. Policies to be Issued, Amounts
and Proposed Insureds
3. Interest in the Land and Owner
4. Description of the Land
SCHEDULE B-1— REQUIREMENTS Insert
SCHEDULE B -II — EXCEPTIONS Insert
AGREEMENT TO ISSUE POLICY
We agree to issue policy to you according to the terms of the Commitment. When we show the policy amount and your name as the proposed
insured in Schedule A, this Commitment becomes effective as of the Commitment Date shown in Schedule A.
If the Requirements shown in this Commitment have not been met within six months after the Commitment Date, our obligation under this
Commitment will end. Also, our obligation under this Commitment will end when the Policy is issued and then our obligation to you will be under the
Policy.
Our obligation under this Commitment is limited by the following:
• The Provisions in Schedule A.
• The Requirements in Schedule B -I.
• The Exceptions in Schedule B -II.
• The Conditions on Page 2.
This Commitment is not valid without SCHEDULE A and Sections I and II of SCHEDULE B.
First American Title Insurance Company
p�1lTEE IHfG9�q
f � o
z SEPTEMBER 24, .n
• 1988
W �
"4[/ 0"
Dennis J. Gilmore
President
(This Commitment is valid only when Schedules A and B are attached)
AI'VI 415?44��r
Timothy Kemp
Secretary
This jacket was created electronically and constitutes an original document
Copyright 2006.2009 American Land Title Association. All rights reserved. The use of (his form is restricted to ALTA licensees and ALTA members in good standing as of the date of use.
All other uses are prohibited. Reprinted under license from the American Land Tille Association.
CONDITIONS
1. DEFINITIONS
(a)"Mortgage" means mortgage, deed of trust or other security instrument. (b) "Public Records" means title records
that give constructive notice of matters affecting your title according to the state statutes where your land is located.
2. LATER DEFECTS
The Exceptions in Schedule B — Section II may be amended to show any defects, liens or encumbrances that appear
for the first time in the public records or are created or attached between the Commitment Date and the date on which
all of the Requirements (a) and (c) of Schedule B — Section I are met. We shall have no liability to you because of this
amendment.
3. EXISTING DEFECTS
If any defects, liens or encumbrances existing at Commitment Date are not shown in Schedule B, we may amend
Schedule B to show them. If we do amend Schedule B to show these defects, liens or encumbrances, we shall be
liable to you according to Paragraph 4 below unless you knew of this information and did not tell us about it in writing.
4. LIMITATION OF OUR LIABILITY
Our only obligation is to issue to you the Policy referred to in this Commitment, when you have met its Requirements.
If we have any liability to you for any loss you incur because of an error in this Commitment, our liability will be limited
to your actual loss caused by your relying on this Commitment when you acted in good faith to:
or
Comply with the Requirements shown in Schedule B — Section I
Eliminate with our written consent any Exceptions shown in Schedule B — Section II.
We shall not be liable for more than the Policy Amount shown in Schedule A of this Commitment and our liability is
subject to the terms of the Policy form to be issued to you.
5. CLAIMS MUST BE BASED ON THIS COMMITMENT
Any claim, whether or not based on negligence, which you may have against us concerning the title to the land must
be based on this Commitment and is subject to its terms.
Form 5011000 (6-22-10) Page 2 of 2 1 ALTA Plain Language Commitment (6-17-06)
File No: 19352
FIRST AMERICAN TITLE INSURANCE COMPANY
COMMITMENT FOR TITLE INSURANCE
SCHEDULE A
Commitment Date: November 06, 2015, 8:00 am
Issue Date: November 10, 2015,
2. Policy (or Policies) to be issued: POLICY AMOUNT
(a) ALTA OWNER'S POLICY
Proposed Insured: TO BE DETERMINED
(b) ALTA LOAN POLICY
Proposed Insured:
(c)
Proposed Borrower:
Proposed Insured:
3. Fee Simple interest in the land described in this Commitment is owned, at the Commitment Date, by
THAD C. DAHL AND KELLI D. DAHL
4. The land referred to in the Commitment is described as follows:
THAT PORTION OF LOT 2, BLOCK 6, HENDERSON SUBDIVISION (AMENDED MAP) MORE
PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A POINT ON EAST LINE
OF NEWLAND STREET WHICH POINT IS 100 FEET SOUTH OF INTERSECTION OF LINE
OF WEST 29TH AVENUE AND EAST LINE OF NEWLAND STREET; THENCE AT RIGHT
ANGLES EASTWARDLY A DISTANCE OF 135.22 FEET; THENCE AT RIGHT ANGLES
SOUTHERLY 35.38 FEET; THENCE AT RIGHT ANGLES EASTERLY 100 FEET; THENCE AT
RIGHT ANGLES SOUTHERLY 100 FEET; THENCE AT RIGHT ANGLES WESTERLY 235.23
FEET TO THE EAST LINE OF NEWLAND STREET; THENCE NORTHERLY ALONG EAST
LINE OF NEI WLAND STREET 135.38 FEET, MORE OR LESS, TO POINT OF BEGINNING,
COUNTY OF JEFFERSON, STATE OF COLORADO.
Countersigned
TitleOne of Colorado, Inc.
adFA
Purported Address:
2880 NEWLAND STREET
EDGEWATER, CO 80214
STATEMENT OF CHARGES.
These charges are due and payable before a
Policy can be issued.
To Be Determined $
TOTAL $
250.00
Zw.uv
File No: 19352
FIRST AMERICAN TITLE INSURANCE COMPANY
COMMITMENT FOR TITLE INSURANCE
SCHEDULE B - SECTION I
REQUIREMENTS
m
The following requirements must be met: Effective Date: November 06, 2015, 8:00a
(a) Pay the agreed amounts for the interest in the land and/or according to the mortgage to be insured.
(b) Pay us the premium, fees and charges for the policy.
(c) Documents satisfactory to us creating the interest in the land and/or the mortgage to be insured must be signed,
delivered and recorded:
(d) You must tell us in writing the name of anyone not referred to in this Commitment who will get an interest in the
land or who will make a loan on the land. We may then make additional requirements or exceptions.
1. RECORD GOOD AND SUFFICIENT DEED FROM THAD C. DAHL AND KELLI D. DAHL TO (A
PURCHASER TO BE DETERMINED), CONVEYING SUBJECT PROPERTY.
2. RECORD RELEASE OF DEED OF TRUST FROM THAD C. DAHL AND KELLI D. DAHL TO THE
PUBLIC TRUSTEE OF JEFFERSON COUNTY, STATE OF COLORADO, FOR THE USE OF
NATIONSTAR MORTGAGE, LLC, TO SECURE PAYMENT OF $287,700.00, DATED AUGUST 24,
2012, RECORDED ON AUGUST 31, 2012 IN RECEPTION NO. 2012092646.
3. EXECUTE AND HAVE NOTARIZED THE "INDEMNITY AND AFFIDAVIT" APPROVED BY THE
COMPANY.
NOTE: Effective September 1, 1997, C.R.S. 30-10-406 requires that all documents received for recording or filing
in the Clerk and Recorders Office shall contain a top margin of at least one inch and a left, right and bottom
margin of at least one-half inch. The Clerk and Recorder may refuse to record or file any document that does not
conform.
NOTE: All conveyances (deeds) subject to the documentary fee submitted to the County Clerk and Recorder for
recordation must be accompanied by a Real Property Transfer Declaration. This declaration must be completed
and signed by the grantor (seller) or grantee (buyer), pursuant to C.R.S. 39-14-102(1)(a).
FIRST AMERICAN TITLE INSURANCE COMPANY File No: 19352
COMMITMENT FOR TITLE INSURANCE
SCHEDULE B - SECTION H
EXCEPTIONS
Effective Date: November 06, 2015, 8:00am
Any policy we issue will have the following exceptions unless they are taken care of to our satisfaction.
1. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public
records or attaching subsequent to the effective date hereof but prior to the date the proposed insured
acquires for value of record the estate or interest or mortgage thereon covered by this Commitment.
2. Rights or claims of parties in possession not shown by Public Records.
3. Easements, or claims of easements, not shown by the Public Records.
4. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, and any facts which a correct
survey and inspection of the land would disclose, and which are not shown by the Public Records.
5. Any lien, or right or a lien, for services, labor or materialmen's claims heretofore furnished, imposed by
law and not shown by the Public Records.
6. Taxes for the current year, including all taxes now or heretofore assessed, due or payable.
7. ANY EXISTING LEASES AND/OR TENANCIES.
8. NOTES, CONDITIONS, PROVISIONS AND EASEMENTS SET FORTH AND RESERVED ON THE
AQMENDED PLAT OF HENDERSON'S SUBDIVISION.
9. RESTRICTIONS AS SET FORTH IN INSTRUMENT RECORDED FEBRUARY 14, 1922 IN BOOK 236
AT PAGE 207.
10. RESTRICTIVE COVENANTS AS EVIDENCED IN INSTRUMENT RECORDED DECEMBER 27,1949
IN BOOK 658 AT PAGE 491.
DISCLOSURE STATEMENT
Pursuant to C.R.S. 30-10-406(3)(a) all documents received for recording or filing in the Clerk and Recorder's office
shall contain a top margin of at least one inch and a left, right and bottom margin of at least one-half of an inch. The
Clerk and Recorder will refuse to record or file any document that does not conform to the requirements of this
section.
NOTE: If this transaction includes a sale of the property and the price exceeds $100,000.00, the seller must comply with
the disclosure/withholding provisions of C.R.S. 39-22-604.5 (Nonresident withholding).
NOTE: Colorado Division of Insurance Regulations 3-5-1 requires that "Every title entity shall be responsible for all
matters which appear of record prior to the time of recording whenever the title entity conducts the closing and is
responsible for recording or filing of legal documents resulting from the transaction which was closed." Provided that First
American Title Insurance Company conducts the closing of the insured transaction and is responsible for recording the
legal documents from the transaction, exception number 5 will not appear on the Owner's Title Policy and the Lenders
Policy when issued.
Pursuant to C.R.S. 10-11-122, the company will not issue its policy or policies of title insurance contemplated by this
commitment until it has been provided a Certificate of Taxes due or other equivalent documentation from the County
Treasurer or the County Treasurer's authorized agent; or until the Proposed Insured has notified or instructed the
company in writing to the contrary.
The subject property may be located in a special taxing district. A Certificate of Taxes due listing each taxing jurisdiction
shall be obtained from the County Treasurer or the County Treasurer's authorized agent. Information regarding special
districts and the boundaries of such districts may be obtained from the Board of County Commissioners, the County Clerk
and Recorder, or the County Assessor.
NOTE: Pursuant to CRS 10-11-123, notice's hereby given:
This notice applies to owner's policy commitments containing a mineral severance instrument exception, or
exceptions, in Schedule B, Section 2.
A. That there is recorded evidence that a mineral estate has been severed, leased, or otherwise conveyed from the
s'urface estate and that there is a substantial likelihood that a third party holds some or all interest in oil, gas,
other minerals, or geothermal energy in the property; and
B. That such mineral estate may include the right to enter and use the property without the surface owner's
permission.
NOTE: Pursuant to Colorado Division of Insurance Regulations 3-5-1,Affirmative mechanic's lien protection for the Owner
may be available (typically by deletion of Exception no. 4 of Schedule B, Section 2 of the Commitment from the Owner's
Policy to be issued) upon compliance with the following conditions:
A. The land described in Schedule A of this commitment must be a single family residence which includes a
condominium or townhouse unit.
B. No labor or materials have been furnished by mechanics or material -men for purposes of construction on the land
described in Schedule of this Commitment within the past6 months.
C. The Company must receive an appropriate affidavit indemnifying the Company against un -filed mechanic's
and material -men's liens.
D. The Company must receive payment of the appropriate premium.
E. If there has been construction, improvements or major repairs undertaken on the property to be purchased
within six months prior to the Date of the Commitment, the requirements to obtain coverage for unrecorded liens
will include: disclosure of certain construction information; financial information as to the seller, the builder and
or the contractor, payment of the appropriate premium, fully executed Indemnity Agreements satisfactory to
the company, and, any additional requirements as may be necessary after an examination of the aforesaid
information by the Company.
No coverage will be given under any circumstances for tabor or material for which the insured has contracted for or
agreed to pay.
First American Title Insurance Company
NOTE: Pursuant to C.R.S. 38-35-125(2) no person or entity that provides closing and settlement services for a real estate
transaction shall disburse funds as a part of such services until those funds have been received and are available for
immediate withdrawal as a matter of right.
NOTE: C.R.S. 39-14-102 requires that a real property transfer declaration accompany any conveyance document
presented for recordation in the State of Colorado. Said declaration shall be completed and signed by either the grantor
or grantee.
NOTE: Pursuant to CRS 10-1-128(6)(a), It is unlawful to knowingly provide false, incomplete, or misleading facts
or information to an insurance company for the purpose of defrauding or attempting to defraud the company.
Penalties may include imprisonment, fines, denial of insurance and civil damages. Any insurance company or
agent of an insurance company who knowingly provides false, incomplete, or misleading facts or information to
a policyholder or claimant for the purpose of defrauding or attempting to defraud the policyholder or claimant
with regard to a settlement or award payable from insurance proceeds shall be reported to the Colorado division
of insurance within the department of regulatory agencies.
Nothing herein contained will be deemed to obligate the company to provide any of the coverages referred to herein
unless the above conditions are fully satisfied.
First American Title Insurance Company
Privacy Policy
We Are Committed to Safeguarding Customer Information
In order to better serve your needs now and in the future, we may ask you to provide us with certain information. We understand that
you may be concerned about what we will do with such information - particularly any personal or financial information. We agree
that you have a right to know how we will utilize the personal information you provide to us. Therefore, together with our parent
company. The First American Corporation, we have adopted this Privacy Policy to govem the use and handling of your personal
information.
Applicability
This Privacy Policy governs our use of the information which you provide to us. It does not govem the manner in which we may use
information we have obtained from any other source, such as information obtained from a public record or from another person or
entity. First American has also adopted broader guidelines that govem our use of personal information regardless of its source. First
American calls these guidelines its Fair Information Values, a copy of which can be found on our website at www.fiirstam.com.
Types of Information
Depending upon which of our services you are utilizing, the types of nonpublic personal information that we may collect include:
• Information we received from you on applications, forms and in other communications to us, whether in
writing, in person, by telephone or any other means;
• Information about your transactions with us, our affiliated companies, or others; and
• Information we receive from a consumer reporting agency.
Use of Information
We request information from you for our own legitimate business purposes and not for the benefit of any nonaffiliated party.
Therefore, we will not release your information to nonaffiliated parties except: (1) as necessary for us to provide the product or
service you have requested of us; or (2) as permitted by law. We may, however, store such information indefinitely, including
the period after which any customer relationship has ceased. Such information may be used for any internal purpose, such as
quality control efforts or customer analysis. We may also provide all of the types of nonpublic personal information listed above
to one or more of our affiliated companies. Such affiliated companies include financial service providers, such as title insurers,
property and casualty insurers, and trust and investment advisory companies, or companies involved in real estate services, such as
appraisal companies, home warranty companies, and escrow companies. Furthermore, we may also provide all the information we
collect, as described above, to companies that perform marketing services on our behalf, on behalf of our affiliated companies,
or to other financial institutions with whom we or our affiliated companies have joint marketing agreements.
Former Customers
Even if you are no longer our customer, our Privacy Policy will continue to apply to you.
Confidentiality and Security
We will use our best efforts to ensue that no unauthorized parties have access to any of your information. We restrict access to
nonpublic personal information about you to those individuals and entities who need to know that information to provide
products or services to you. We will use our best efforts to train and oversee our employees and agents to ensure that your
information will be handled responsibly and in accordance with this Privacy Policy and First American's Fair Information
Vahres. We currently maintain physical, electronic, and procedural safeguards that comply with federal regulations to guard your
nonpublic personal information.
® 2001 'rhe First American Corporation
All Rights Reserved
My next-door neighbor, Kelly Dahl, and I would like to split her lot at 2880
Newland Street into two so that I may purchase the back section and build
a new house. The rear lot will be a flag lot. It will not need any variances
for lot width, lot size, nor setbacks for either the existing home nor the new
home. Once split, I will purchase the rear portion with the intent to build a
new home. This will allow my parents to live in my existing home 200 feet
away.
I've not yet begun to design a house, but we're splitting the lot now due to
increasing interest rates and the need to refinance her property to do the
split. I do expect that the new house will be in the range of 1,500 — 1,800
square feet, with an unfinished basement.
Kelli, who owns 2880 Newland recently got divorced. She hopes to stay in
the same house, but prior to this, she had concerns about her ability to do
so. With work, kids and now taking care of a huge house on a gigantic lot
solo [and add lots of rain making weeds worse than ever], prior to this
option, she was overwhelmed with the lot and was contemplating moving
so that she doesn't have to take care of a 30,000+ square foot lot.
In case it is of importance, this proposed lot split and new home will comply
with all zoning, despite the fact that considerably more than half of the
houses on my block do NOT comply with the R1 zoning based upon
either/both not enough street frontage or lot sizes that are not enough
square footage.
Hoping to minimize creating impervious area and wanting to not remove
more than five very nice trees, the pole portion of the flag lot is wider than
what might be typical.
Thank you,
llli��
Steve Kinney
2870 Newland Street
303-475-8200
C
_f
61
0
Dc�
D $300040
2007052987 VD
05/08/2007 10:37:08 AM 1 Page(s)
Jefferson County, Colorado
WARRANTY DEED
THIS DEED, made thisMay 4, 2007,
between Patrick N. Williams and Jo M. Williams
of the Cuuntybf Jefferson and Stale of Colorado,
gramor(s), and Thad C. Dahl and Kelli D. Dahl
whose legal address is 2880 Newland Street, Wheat Ridge, CO 80214
of the County of Jefferson and State of Colorado, grantees:
WITNESS, that the granior(s), for and in consideration of the sum of THREE HUNDRED FOUR
THOUSAND AND 00/100 DOLLARS ($304,000.00), the receipt and sufficiency of which is hereby
acknowledged, has granted, bargained, sold and conveyed, and by these presents does grant, bargain, sell, convey
and confirm unto the grantees, their heirs and assigns forever, not in tenancy in common but in joint tenancy, all
the real property, together with improvements, if any, situate, lying and being in the County of Jefferson and State
of Colorado, described as follows:
THAT PORTION OF LOT; BLOCK i, HENDERSON SUBDIVISION (AMENDED MAP) MORE PARTICULARLY DESCRIBED
AS FOLLOWS: COMMENCING AT A POINT ON EAST LINE OF NEWLAND STREET WHICH POINT 1S 100 FEET SOUtIi OF
INTERSECTION OF LINE OF WEST 29TH A VENUE AND EAST LINE OF NEWLAND STREET; THENCE AT RIGHT ANGLES
EASTWARDLY A DISTANCE OF 135.22 FEET; THENCE AT RIGHT ANGLES SOUTHERLY 3538 FEEL; THENCE AT RIGHT
ANGLES EASTERLY 100 FEET; THENCE AT RIGHT ANGLES SOUTHERLY 100 FEET; THENCE AT RIGHT ANGLES
WESTERLY BS -23 FEET TO THE EAST LINE OF NEWLAND STREET; THENCE NORTHERLY ALONG EAST LINE OF
NEWLAND STREET t3s-V FEET, MORE OR LESS, TO POINT OF BEGINNING, COUNTY OF JEFFERSON,
STATE OF COLORADO.
also known by street and number as: 2880 Newland Street, Wheat Ridge, CO 80214
TOGETHER with all and singular the hereditaments and appurtenances thereunto belonging, or in anywise
appearmining, and the reversion and reversions, remainder and remainders, rents, issues and profits thereof, and all
the estate, right, title, interest, claim and demand whatsoever of the grantor(s), either in law or equity, of, in and to
the above bargained premises, with the hereditaments and appurtenances;
TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the
grantees, their heirs and assigns forever. The grantor(s), for himself, his heirs, and personal representatives, does
covenant, grant, bargain and agree to and with the grantees, their heirs and assigns, that of the time of the ensealing
and delivery of these presents, he is well seized of the premises above conveyed, has good, sure, perfeet, absolute
and indefeasible estate of inheritance, in law, in fee simple, and has good right, full power and lawful authority to
grant, bargain, sell and convey the same in manner and form as aforesaid, and that the same are free and clear from
all former and other grants, bargains, sales, liens, taxes, assessments, encumbrances and restrictions of whatever
kind or nature soever, except general taxes for the current year and subsequent years, and except easements,
covenants, conditions, restrictions, reservations, and rights of way of record, if any.
The gramor(s) shall and will WARRANT AND FOREVER DEFEND the above -bargained premises in the quiet
and peaceable possession of the grantees, (heir heirs and assigns, against all and every person or persons lawfully
claiming the whole or any pan thereof.
The singular number shall include the plural, the plural the singular, and the use of any gender shall be applicable
to all genders.
IN WITNESS WHEREOF. the grantor has executed this deed on the date set forth above.
WARRANT}DEED(roJdWTr .u)
Farr I IU� \
s
rcki
U 4u
STATE OF COLORADO
{ ss.
COUNTY OF Jefferson
The foregoing instrument was a�f�+44w�egrt�om�Qtt this May 4, 2007, by
Patrick N. WWiarrs and Jo l iWilltarns..:Q
My Commission expires: 03/1 Jka. �" i r
Witness y hand and official seal.
OF
COQ-
Kristen A. Driscoll Notary Public
WARRANT}DEED(roJdWTr .u)
Farr I IU� \
City of
�Wheat I�d e
MUNITY DEVELOPMENT
City of Wheat Ridge Municipal Building 7500 W. 29'" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857
NOTICE TO MINERAL ESTATE OWNERS
APPLICANTS: You must submit this completed form to the Community Development Department no later
than ten (10) days before the public hearing on your application. Failure to complete and submit this
Certification of Notice shall constitute sufficient grounds to reschedule your public hearing.
as
(Print name)
(Position/Job Title)
of/with
(Entity applying for permit/approval)
(hereinafter, referred to as the "Applicant"), do hereby certify that notice of the application for
(Describe type of application)
set for public hearing on
20_, has been sent to all mineral estate owners at least thirty (30) days
before the public hearing, as required by § 24-65.5-103(1), C.R.S., or, in the alternative, that the records
of the Jefferson County Clerk and Recorder do not identify any mineral estate owners of any portion
of the property subject to the above referenced application.
-OR-
Check here if there are no mineral estate owners of any portion of the subject property.
I hereby further certify that I am authorized by the Applicant to make representations contained herein and
act as the Applicant's agent for purposes of this Certificate of Notice and bind the Applicant to these
representations by my signature below.
Dated this I A day of �C-( yK l'� , 20L<
_6. Soils Report
_7. Engineering plans which detail construction of all public improvements
8. HOA Covenants
9. Subdivision Improvement Agreement
10. Development Covenant Agreement
11. Phase I Environmental Assessment
12. Complete set of construction drawings (2 copies)
13. Improvement Survey Plat
14. Improvement Location Certificate
15. Site Plan
As applicant for this project, I hereby ensure that all of the above requirements have been included with
this submittal. I fully understand that if any one of the items listed on this checklist has been excluded,
the documents will NOT be distributed for City review. In addition, I understand that in the event any
revisions need to be made after the second (2"d) full review, I will be subject to the applicable resubmittal
fee
Signature:
Name (please print):
11,4114
Date: I IDI 1 S
Phone:
3
0
Rev. 5/2014
Oily ci(
W heat ic��c
CommumiY DEVELOPMEN 1
Submittal Checklist: Subdivision
Project Name: (nL�us --So301V 1
Project Location: '2?WN C� L✓Fn� �'Tl2 C� I U)464 -"i- IQir>6E 1
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.
Z, . Completed, notarized land use application form
. Application fee
1�Signed submittal checklist (this document)
Proof of ownership—e.g. deed
5. Written authorization from property owner(s) if an agent acts on behalf of the owner(s)
Mineral rights certification form—required for plats are reviewed at a public hearing
^'7. Commitment for title insurance—required for all major and minor subdivisions and right-
of-way dedications
�8. Written request and description of the proposal
-7-9. Geodetic Surveying Requirements for Final Plats checklist—completed & signed by
surveyor
-.'10. Closure sheet for the exterior boundary and for all individual lots—boundary must close
within a limit of 1:50,000
V111,1. Subdivision plat
Two (2) full size paper copies (24" x 36")
One (1) reduced size paper copy (11" x 17")
AutoCAD .dwg file format—confirm acceptable version with city staff
Nlpkc 12. Civil documents, if required
--"l3. Exhibit and deed for right-of-way dedication prepared by surveyor—only required if partial
� right-of-way is being dedicated by separate document
14. Electronic (Adobe .pdf) files of all submittal documents—these may be provided via
email, CD, DVD, or USB flash drive
Form and content of Subdivision Plat:
P'ect information
_1. Title of document - centered at top of page "[Subdivision Name] Located in the _ 114
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
Basis of bearing statement
4 Small scale vicinity map - with north arrow and scale
_vl'5�7 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
2. Graphical representation of the property boundary corresponds with the legal description
_ Point of Beginning and Point of Commencement are shown
_14. Monument information — including City -based monument identification number and
coordinates on Current City Datum
�/l5. 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"
7. 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
Location and dimensions of public dedication/reservation, if any
Subdivision name, lot and block numbers, and zoning for adjacent properties — all
adjoining parcels not previously platted are shown as "UNPLATTED"
_✓ Legend, north arrow, and scale — scale not to exceed 1 "= 100'
v21 . Section ties to a minimum of two (2) property corners are included
--22. NOS/NGS Statement of Accuracy included
_7'23. All Set & Found property pins are identified
4. 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
—726. 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 '/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 (one paper copy plus
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
City
.� Wheat e Of
at 11409C
PUBLIC WORKS
Geodetic Surveying
Requirements for Final Plats
TITLE OF PLAT:
Notice to Surveyor:
u Initial each item as completed. This form shall accompany the Final Plat submittal.
Rev 11/12
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
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.
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).
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.
c. City of Wheat Ridge Permanent High Accuracy Control (PHAC) points.
y�v 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
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).
L 7. 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.
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.
9. A Closure Report showing the error of closure for the platted area was provided with the plat d'� v�
submittal. The error of closure shall not exceed 1:50,000 for all linear and angular (bearing) Q
measurements per Section 26-407-D of the City of Wheat Ridge Municipal Code of Laws.'�
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
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
HARN State Plane Colorado Central FIPS 0502 Coordinate System, and has a
horizontal Accuracy Classification of 0.07 U.S. Survey Feet at the 95% Confidence
level, as defined in the Geospatial Positioning Accuracy Standards of the Federal
Geodetic Control Subcommittee (FGDC-STD-007.2-1998).
I hereby acknowledge all the above requirements have been addressed in a full and complete
manner.
Surveyor Name (Please Print)
por5 enc
Firm
Surveyor Signature
\ a ( % r/ l'
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.wheatridge.co.us
Or contact the Department of Public Works, Engineering Division at 303.235.2861.
Rev 11/12
City of
W heat -Midge
LAND USE CASE PROCESSING APPLICATION
Community Development Department
7500 West 29`h Avenue • Wheat Ridge, CO 80033 • Phone (303) 235-2846
(Please print or type all information)
Applicant 1►L-�V KAddress4570 mewth.•ty �j- PlNe..3- 475-gZoo
City Wt��- P-- 06E i'r) 1&2-!* State Zip-jZ i4. Fax -
Owner u -t 4-'iVAo3 bA-t4,, Address 7-880 !�(C-t�t,.kt��0 �r�' Phone 303 yOS - 7092-
City Wk, T 124D -7� State CU Zip3-0Z1,54Fax
303
Contact STr--I� Address Z&70 NeLoLA- to Sr- Phone 475-SZO0
City woc State Co Zipj2 I,+ Fax
(The person listed as contact will be contacied 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 Hearing, and shall be responsible for forwarding all verbal and written
communication to applicant and owner.)
Location of request (address): KI
R
Type of action requested (check one or more of the actions listed below which pertain to your request):
Please refer to submittal checklists for complete application requirements; incomplete applications will not be accepted.
O Change of zone or zone conditions O Special Use Permit subdivision: Minor (5 lots or less)
O Consolidation Plat O Conditional Use Permit O Subdivision: Major (More than 5 lots)
O Flood Plain Special Exception O Site Plan approval O Temporary Use, Building, Sign
O Lot Line Adjustment O Concept Plan approval O Variance/Waiver (from Section )
O Planned Building Group O Right of Way Vacation O Other:
Detailed description of request: SP`kT-ntiL� ?-?00 >N1krm
Required information:
Assessors Parcel Number: 02-Z2- 0 3 Size of Lot (acres or square footage): 2- 1,ct3 -t
Current Zoning: jZl Proposed Zoning: 12-I
Current Use:2t r>C--,,.� tgr-t.� Proposed Use: Sit-kL �,,�t� Q- , tT7At
I certify that the information and exhibits herewith submitted are true and correct to the best of my knowledge and that in filing this application, / am
acting with the knowledge and consent of those persons listed above, without whose consent the requested action cannot lawfully be accomplished.
Applicants other than owners must submit power -of -a e which approved of this action on his behalf.
Notarized Signature of Applicant
State of Colorado
County of PC of } ss
DAVINA MILLER
The foregoing instrument (Land Use Processing_ Application) was acknowledged NOTARY PUBLIC
by me this IN'" day of rc t e mbeY , 20 \c5 by _ pm \ nu m\\\Icr STATE OF COLORADO
NOTARY ID 20154034832
MY COMMISSION EXPIRES SEPTEMBER 02, 2018
Notary P tic
My commission expires Qc / /20�Ic1
To be filled out by staff:
Date received ) 2- 1 Ll- 15- Fee S L106. 66 Receipt No. Case No.
Comp Plan Design. Zoning Quarter Section Map S j)
Related Case No. Pre -App Mtg. Date i - L / S Case Manager
1* 1 A le
City of
e
Wh6atl dge
COMMUNITY DEVELOPMENT
Wheat Ridge Community Development Department
PRE -APPLICATION MEETING SUMMARY
Meeting Date:
Applicant/Attendees:
Attending Staff:
Specific Site Location:
Existing Zoning:
Existing Comp. Plan
Existing Site Conditions:
July 16. 2015
Steven Kinney, Property Owner
2870 Newland Street
Phone: 303475-8200
Email Steve c,skinneyproperty.com
Meredith Reckert, Senior Planner
Lisa Ritchie, Planner If
Dave Brossman, Development Review Engineer
2870 and 2880 Newland Street
Residential -One (R-1)
Neighborhood
The subject properties are located at 2870 and 2880 Newland Street in the southeast quadrant of the
City between 28`x' and 29`x' Avenues. The property is zoned Residential -One (R-1).
Surrounding properties are all zoned R-1, and the surrounding uses are primarily comprised of
residential. At the intersection of29'" Avenue and Newland St, on the north side, is the Healing
Waters Family Center and Strites Park.
Based on Jefferson County records, the property at 2870 Newland St is comprised of Lot 2 (19,158 so
and Lot 3 (3.895 so of Block 6 of Hendersons Amended Plat listed under the Parcel Identification
Number (PIN): 39-253-14-008 with a total of 23,053 sf. The property contains a single family home.
The property at 2880 Newland St is also listed as Lot 2 of Block 6 of Hendersons Amended Plat listed
under the PIN: 39-253-14-005 with a total of 27,935 sf. The property contains a single family home
and a small accessory structure toward the rear of the property.
2870 Newland St is a regular shaped lot which conforms to the zoning requirements for R-1 with a
width of approximately 100 feet and depth of approximately 235 feet. Access onto the property is
provided by a roughly 20 foot wide curb cut near the northern side property line onto an asphalt
driveway.
2880 Newland St is an irregularly shaped lot with a notch out of the northeast (rear) corner which also
conforms to the zoning requirements for R-1. The front property line is approximately 135 feet wide.
The property is approximately 235 feet deep, consistent with 2870 Newland St. The notch in the
northeastern corner is approximately 35 feet wide by 100 feet deep. Access onto the property is
provided by a roughly 25 feet wide curb cut onto a gravel driveway.
w r►.r w..rr w
/ - 's' W y
Separating the two properties is an approximately 6 foot tall wood fence and existing trees and
vegetation along the common property line.
Public improvements are not constructed along the western property line along Newland St. A ditch
runs along the frontage of both properties.
Applicant/Owner Preliminary Proposal:
The applicant is proposing to resubdivide the property or properties. The purpose of the subdivision is
to allow the addition of another single family home, which is not allowed under the R-1 zoning based
2
on how the property(s) are currently platted. At this time, the applicant is undecided as to the final lot
configuration as to whether it would include only 2880 Newland St or both 2870 and 2880 Newland
Street. The proposed new lot would be a flag lot, which is allowed under the subdivision regulations
under certain conditions. These conditions are:
• The minimum width of the pole portion abutting a public street is 25 feet.
• Use of a flag lot design is necessary for effective development of land.
• The proposed design does not negatively affect public safety and includes a clearly defined
access for private use and emergency access.
Proposed New Lot on 2880 Newland Street.
Should the applicant resubdivide only 2880 Newland Street, the proposed new lot would create the
pole portion of the lot along the southern property line and create the development area at the rear of
the property, splitting the common lot with a new lot line running north to south.
Proposed New Lot on 2870 and 2880 Newland Street.
Should the applicant resubdivide both lots, the proposed new lot would create the pole portion of the
lot near the current property line at an undetermined location which will divide the lots. The applicant
desires to save certain trees that are located near the current property line. The development area of
the lot would contain the rear portion of both lots, extending the full width.
Will a neighborhood meeting need to be held prior to application submittal?
No. A subdivision application does not require a neighborhood meeting.
Planning comments:
Staff recommends that when the applicant has made a decision on a final lot configuration to
reschedule a pre -application meeting at no charge to review the final lot configuration with staff.
The following items were discussed based on the proposal:
Zoning
The site is currently zoned Residential -One (R-1). The R-1 zone district is established to provide for
areas of single family homes on large lots. All lot standards for the R -I zone district must be met
with the application for either of the proposals described above, including minimum lot size and lot
width.
Lot Configuration
The proposed lots should be regular, meaning they are created with lot lines at right angles, and be
generally square or rectangular. The pole portion of the lot shall be a minimum of 25 feet wide, on
which the access for the rear lot shall be located and shall consist of a paved material at least 20 feet
wide and extending 25 feet into the property from the edge of asphalt on Newland St. The access for
either of the adjacent existing lots may be co -located on this pole portion.
Parkland Dedication
Parkland dedication is required for all residential subdivisions based on the assumption that additional
residents in the City will impact the demand for parks and open space. When land is not dedicated for
a public park, a fee is required in lieu. The fee is $2,497.29 per residential lot. This fee is paid at the
time the plat is recorded.
Building Division comments:
The building division was not present and has no comments at this time.
Public Works comments:
Public Improvements
When a lot is subdivided, the property can be assessed for compliance with street width and public
improvements requirements. Public works has requested that the applicant either provide sidewalk,
curb and gutter connection along Newland St adjacent to the lots being resubdivided or pay fees -in -
lieu for these improvements. The proposed fee for the resubdivision of 2870 and 2880 Newland St is
$12,288.64.
Subdivision Process
This request will require an administrative subdivision. The first step in the process began with the
pre -application meeting on July 9, 2015.
The subdivision process officially begins with the submission of complete land use application and
fee. Sometimes this is submitted by the engineering or surveying firm who has been hired to prepare
the plat document. After a complete application is submitted, a staff planner will be assigned to
handle the case. This person is the project manager for the case and will be the contact at the City
throughout the entire process.
Upon submittal, the application will be reviewed by the case manager and sent to affected agencies for
review. Service agencies (Xcel Energy, water district, fire district, etc.) and other City departments
(Public Works, Building Division, etc.) will be given 15 -days to review the application and respond
with corrections or comments. After all comments have been received, the case manager will forward
them to the applicant. Modifications to the plat document may be required as a result of these
comments. This review and comment process may occur several times before scheduling a final
review.
After all comments have been addressed, staff will prepare written findings with a recommendation.
The community development director shall review the plat and approve, approve with conditions, or
deny the plat.
While a subdivision request may be approved by the community development director, it does not
become effective until the plat document is recorded with the Jefferson County Clerk and Recorder's
office.
4
Within 60 days of approval, a black line Mylar of the plat with original signatures and fees must be
provided to the City for recording with the Jefferson County Clerk & Recorder's office.
Utility Providers
The City of Wheat Ridge is not a full-service city. The utility and service providers for this property
include:
• Wheat Ridge Water, phone: 303-424-2844
• Wheat Ridge Sanitation, phone: 303424-9467
• Wheat Ridge Fire, phone: 303-403-5900
All land use applications will be sent on referral to these agencies for comment; however staff
encourages potential applicants to contact service districts ahead of time. This may help to understand
any design or infrastructure requirements and potential costs associated with the proposed project.
Please be aware that the above comments are for general information purposes only. Staff cannot
predict the outcome of any land use development application. A favorable response from staff does
not obligate any decision-making body (Community Development Director, Public Works Director,
Planning Commission and/or City Council) to a desired outcome. Staff will provide the best advice
available given existing regulations, current policy, political climate and information submitted.
Attachments: Subdivision Process, Residential -One Standards, Subdivision Submittal Checklist
Phone Numbers
Meredith Reckert — Senior Planner
Lauren Mikulak — Senior Planner
Lisa Ritchie — Planner 11
Dave Brossman — Development Review Engineer
Mark Westberg — Projects Supervisor
303-235-2848
303-235-2845
303-235-2852
303-235-2864
303-235-2863
5