HomeMy WebLinkAboutAxis 70 West Subdivision Filing No 1N
OWNER'S CERMaGATE:
WE, INDUSTRIAL PARTNERS OUAL.IFIF.D OPPORTUNITY FUND LLLP, A COLORADO LIMITED LIABILITY LIMITED PARTNERSHIP,
BEING THE OWNERS OF REAL PROPERTY CONTAINING 460,955 SQUARE FEET OR 10.5821 ACRES DESCRIBED AS FOLLOWS
A PARCEL OF LAND LOCATED IN THE SOUTHWEST X OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 67H
PRINCIPAL MERIDIAN, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT ON THE. SOUTHERLY UNE OF THAT PARCEL OF LAND RECORDED IN BOOK 126 AT PACE 583 IN THE
CLERK AND RECORDERS OFFICE OF JEFFERSON COUNTY FROM WHENCE THE SOUTH Y4 CORNER OF SAID SECTION 16 BEARS
SOO'12'56"E, 488.60 FEET; THENCE S73'50'05"W ALONG SAID SOUTHERLY LINE OF THAT PARCEL OF LAND RECORDED IN
BOOK 126 AT PAGE 583 IN THE CLERK AND RECORDERS OFFICE OF JEFFERSON COUNTY RECORDS, 549.59 FEET TO A
POINT ON THE EAST LINE OF PARFET STREET AS RECORDED IN BOOK 155 AT PAGE 424 IN THE CLERK AND RECORDER'S
OFFICE OF JEFFERSON COUNTY; THENCE NOO-1241"W ALONG SAID EAST LINE OF PARFET STREET, 96.79 FEET; THENCE
NOO'21'29"W ALONG SAID EAST LINE- OF PARFET STREET, 754.84 FEET TO THE SOUTHWEST CORNER OF THAT PARCEL OF
LAND DESCRIBED IN BOOK 1329 AT PAGE 127 IN THE CLERK AND RECORDER'S OFFICE OF JEFFERSON COUNTY; THENCE
N59'29'17"E ALONG THE SOUTH LINE OF SAID PARCEL, 139.89 FEET TO THE SOUTHEAST CORNER OF SAID PARCEL; THENCE
N00"19'39'W ALONG THE EAST LINE OF SAID PARCEL., 126.49 FEET TO A POINT ON THE NORTH LINE OF THE SOUTHEAST Y4
SOUTHWEST Y. OF SAID SECTION 16; THENCE N89'29'WE ALONG SAID NORTH LINE, 390.68 FEET TO THE NORTHEAST
CORNER OF THE SOUTHEAST Y4 SOUTHWEST Y4 OF SAID SECTION 16; THENCE 500'12'56"E ALONG THE EAST UNE OF THE
SOUTHEAST Y, SOUTHWEST Y4 OF SAID SECTION 16. 829.81 FEET TO THE POINT OF BEGINNING, CITY OF WHEAT RIDGE,
COUNTY OF JEFFERSON, STATE OF COLORADO.
HAVE LAID OUT, SUBDIVIDED AND PLATTED SAID LAND AS PER THE DRAWING HEREON CONTAINED INTO LOTS AND TRACTS
UNDER THE NAME AND STYLE OF AXIS 70 WEST SUBDIVISION FRJHG Na 1, A SUBDIVISION OF A PART OF THE CITY OF
WHEAT RIDGE, COLORADO AND BY THESE PRESENTS DO DEDICATE TO THE CITY OF WHEAT RIDGE AND THE PUBLIC THOSE
PORTIONS OF REAL PROPERTY SHOWN AS RIGHT-OF-WAY, .AND DO FURTHER DEDICATE TO DIE CITY OF WHEAT RIDGE AND
THOSE MUNICIPALLY OWNED AND/OR MUNICIPALLY FRANCHISED UTILITIES AND SERVICES THOSE PORTIONS OF REAL
PROPERTY SHOWN AS EASEMENTS FOR THE CONSTRUCTION, INSTALLATION, OPERATION, MAINTENANCE. REPAIR AND
REPLACEMENT FOR ALL SERVICES. THIS INCLUDES BUT IS NOT LIMITED TO TELEPHONE AND ELECTRIC LINES, GAS LINES,
WATER AND SANITARY SEWER LINES, HYDRANTS, STORMWATER SYSTEMS AND PIPES, DETENTION PONDS, STREET LIGHTS AND
ALL APPURTENANCES THERETO.
OWNER: MATT MITCHELL, NCE PRESIDENT, INDUSTRIAL PARTNERS QUALIFIED OPPORTUNITY FUND LLLP, A COLORADO LIMITED
LIABILITY LIMITED PARTNERSHIP
PRINTED NAME;
TIRE:
STATE OF COLORADO ; §
COUNTY OF JEFFERSON T
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS
DAY OF iTTa.YC __--, A.D. 2020 BY ML•,:I'_IM.t
WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES:
NOV ARY QUBLIC
,c.Mnie_ ]NIININI
Nt,'An' P'. BIIC 4'.iiM1
STATE OFCOLONA00 �f�
SITE DATA TABLE 7
DESCRIPTION SO. FT.ACRES °�
-- NET LOT AREA 427,622 9.8215
R.O.W. DEDICATION 33,133 0.7606
GROSS AREA 460,955 1 10.5821 j
mum
AXIS 70 WEST SUBDIVISION FILING NO. 1
PARCEL OF LAND LOCATED IN THE SOUTHWEST 114 OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.
A CONSOLIDATION OF TWO PREVIOUSLY UNPLATTED PARCELS
CRY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
SHEET 1 OF 2
N
µp WE
1't000'
S
SHEET
SHEET 1-- COVER SiE£T
SHEET 2 -PLAT PLAN VIEW
THE PURPOSE OF THIS PLAT OF AXIS 70 WEST SUBDIVISION FILING NO, 1 IS TO CONSOLIDATE TWO PREVIOUSLY UNPLATTED
PARCELS, VACATE AND ESTABLISH EASEMENTS, AND DEDICATE PARTIAL RIGHT-OF-WAY ALONG 50TH AVENUE AND OAK
STREET.
I, DAMIEN CAIN, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF AXIS 70 WEST SUBDIVISION FILING NO. 1
RKW OF WAY DEDICATION CURVE TABLE
CURVE LENGTH RADIUS
Ci 31,5 ' .20.00'
_ GELTA�_
9017 i"
CN tENGTH
28.36'
CH $FARTING
N4521'41"W
FIRE
LAI0D/ACGF--S5
LAZOMENS
PAM TABLE
CLIRVE (LENGTH
RADHiS
DELTA
CH LENGTH CH BEIRFNG
C2
15.71'
1000'
90WOO"
C3
48.69'
31:u0'
'OD'
.84'
5'14'4TQ4'W
C4
37.07'
25.00'
84'58°09"
33.77 1
N47'1 5'00"E
_
C5
60.80'
41.00'
8458'09"
5538'
S471 9'00"W
C6
64.40'
90'00'00'
57.98'
N4512'56"W
C7
39.4.'25_.00'
_41.00'
9020'38"
35.46' 1
_
S45-2314"EC8
31.42'
20_00'
90100'00"
2B.& J
S44-47'-,, "W
( C9
CIO
C11
31.42'
31,44
26.70
20.00' _
.2000'_.
46.00' -
9D'W'W'
90100'00,"
35'45'02"
_ 2828'
2$:28'_.
28.24'
_
S?512'56"E
$44.4T04'W
N1739 35"E
C12
34.09'
36.00'
5414'58"
32,03'
Nl2-39'35"E
C13
15.71'
1000'
90100'00"
14.14'
N44'47'04"E
C14
15.71'
10,00'
90'DD'W"
_
14.1f
N+'S1_'56'W
C15
23.56'
15.00'
90'00'00"
2121'
S444719"W .
C16
5,6'
51.00'
R4 'O9"
.89'47-18'00'E
,
C17
4'
16.00
84'58'09"
20.26'S4
T18'00"W
CTB
23.56'
15.00'
90MO'00"
21.21'
1,14512'56"W
C19
C20
36.
63.42'
100.00'
174.00'
20"53'01"
20'53b1"
36.25' __.
63.07
S10'39'26t
N10"39'26'00
_ C21
C22
12.
9.47'
_20.00'
10.00'
3545b2"
5414.58"
12.28'
9j2'
_
N17"39'35"E
NE -239`35"E
C23
15.71'
10.00'
9O'00 W
14.14'
S4512'56'E
THE PURPOSE OF THIS PLAT OF AXIS 70 WEST SUBDIVISION FILING NO, 1 IS TO CONSOLIDATE TWO PREVIOUSLY UNPLATTED
PARCELS, VACATE AND ESTABLISH EASEMENTS, AND DEDICATE PARTIAL RIGHT-OF-WAY ALONG 50TH AVENUE AND OAK
STREET.
I, DAMIEN CAIN, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF AXIS 70 WEST SUBDIVISION FILING NO. 1
WAS MADE BY ME ORUNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, IN
ACCORDANCE WITH ALL APPLICABLE COLORADO STATUTES, CURRENT REVISED EDITION AS AMENDED, THE ACCOMPANYING
PLAT A--' ATELY REPR TS SAID SURVEY. '
T _. FAy cl. �„•
DAMIEN CAIN
STATE OF COLORADO PLS 38284
;
APPROVED THIS aq DAY OF "NK 2.D BY THE CITY OF WHEAT RIDGE
ATTEST
CITY YjffRKMAYOR
1.
_,_Z_
_
CUM DIRECTOR
STORkMTER DETENTION:
THE STORMWATER DETENTION AND WATER QUALITY AREA(S) SHOWN HEREIN AS A 'STORMWATER DETENTION EASEMENT -
SHALL BE MAINTAINED BY THE OWNERS, THEIR SUCCESSORS, AND ASSIGNS. IN THE EVENT THAT SUCH CONSTRUCTION AND
MAINTENANCE IS NOT PERFORMED BY SAID OWNERS, THE CITY OF WHEAT RIDGE SHALL HAVE THE RIGHT TO ENTER SUCH
AREA AND PERFORM NECESSARY WORK, THE COST OF WHICH SAID OWNER HEIRS, SUCCESSORS, AND ASSIGNS AGREES TO
PAY. NO BUILDING OR STRUCTURE SHALL BE CONSTRUCTED WITHIN THE STORMWATER DETENTION EASEMENT AND NO
CHANGES OR ALTERATIONS AFFECTING THE HYDRAULIC CHARACTERISTICS OF SAID STORMWATER QUALITY AREA SHALL BE
MADE WITHOUT THE APPROVAL OF THE COMMUNITY DEVELOPMENT DIRECTOR.
ACCEPTED FOR RECORDING IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF JEFFERSON COUNTY AT GOLDEN,
COLORADO THIS . DAY OF , 20�4¢��
CL ! 'KWIRE y2 DORDER,
'LL
SFAL
%%LOjiA4`��'
8A= OF BEARINGS STATEMENT:
AN ASSUMED BEARING OF SSO'04'22"E BEING A LINE 14556.92 FEET IN LENGTH BETWEEN CITY OF WHEAT RIDGE MONUMENT
NO'S. 13309 AND PHAC t. WHEAT RIDGE MONUMENT NO. 13309 BEING A 3.25" DIAMETER ALLOY CAP STAMPED PLS 13212
FLUSH WITH CONCRETE AT THE SOUTH T"4 CORNER OF SECTION 16. TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.
AND PHAC 1 BEING A STAINLESS S [EEL ROD IN A SLEEVE IN HAYWARD PARK AT THE SOUTHEAST CORNER OF THE
INTERSECTION OF WADSWORTH BOULEVARD AND WEST 29TH AVENUE.
PLAT SURVEY NOTES:
1. PER COLORADO REVISED STATUTES SEC. 38-51-106(L), ALL LINEAL UNITES 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.
2 STATEMENT OF ACCURACY:
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 LEVET, AS DEFINED IN THE GEOSPATIAL POSITIONING ACCURACY STANDARDS OF THE FEDERAL GEODETIC
CONTROL SUBCOMMITEE (FGDC-STD-007.2-1998).
3. COORDINATE SYSTEM:
THE COORDINATE SYSTEM USED ON THIS PLAT IS CONSISTENT WITH THE CITY OF WHEAT RIDGE "CURRENT CITY DATUM"
CONSISTING OF-
A. A GROUND-BASED MODIFIED FORM OF THE NAD83/02 STATE WANE COORDINATE SYSTETJ, COLORADO CENTRAL ZONE 0502
B. THE VERTICAL DATUM USED IS THE NORTH AMERICAN VOUMAL DATUM OF 1986 (NAVD 1986 DATUNJ
C. THE GROUND TO GRID COMBINED SCALE FACTOR IS 0.99974780300, SCALED FROM BASE POINT PHAC 1 (PERMANENT HIGH
ACCURACY CONTROL POIN") HAVING THE FOLLOV94C NAD83/92 STATE PLANE COORDINATES OF PHAC 1:
NORTHM 1701236.74 EASMQ 3118217.58, ELEVATION: 5471.62
4. EXISTING PERMANENT EASEMENT PE -96 SHOWN HEREON AS "HEREBY VACATED BY THIS PLAT' SHALL BE FOREVER REMOVED,
TERMINATED, AND EXTINGUISHED UPON RECO20ATION OF THIS PLAT WITH THE CLERK AND RECORDERS OFFICE IN THE COUNTY
OF JEFFERSON, STATE OF COLORADO.
S. THE STORMWATER SEWER SYSTEM ("SYSTEM") AREA SHOWN HEREIN AS "25' STORMWATER DRAINAGE EASEMENT" SHALL BE
CONSTRUCTED BY THE OWNERS. UPON COMPLETION OF THE SYSTEM AND ACCEPTANCE GRANTED BY THE CITY, THE CITY
HEREBY AGREES TO MAINTAIN THE SYSTEM IN PERPETUITY- THE OWNERS, HEIRS. SUCCESSORS, AND ASSIGNS SHALL GRANT
FREE MOVEMENT AND ACCESS THROUGH SAID EASEMENT AREA TO CONSTRUCT AND MAINTAIN THE SYSTEM. NO BUILDING OR
OTHER PERMANENT STRUCTURE SHALL BE CONSTRUCTED WITHIN THE 25' STORMWATER DRAINAGE EASEMENT AREA. ANY
PROPOSED CONSTRUCTION ACTIVITIES INCLUDING, BUT NOT LIMITED TO, UTILITIES, LANDSCAPING, LIGHTING, AND GRADING, WITHIN
SAID EASEMENT AREA SHALL NOT BE ALLOWED WITHOUT PRIOR APPROVAL FROM THE COMMUNITY DEVELOPMENT DIRECTOR.
6. ACCORDING TO COLOARDO 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 CASE HISTORY
DATE OF THE CERTIFICATION SHOWN HEREON. MS --20-
WZ-2o-a2
REV. NO. DATE
PREPARED BY:
1 7-23-20 39 NORTH ENGINEERING AND SURVEYING LLC
2 10-16-2.0 4495 HALE PARKWAY SUITE 302
DENVER, COLORADO 80220
3 11-19-20 PH: 303-325-5071
£MAIL: d-i--in4939-th-t
APRIL 23. 2020
AXIS 70 WEST SUBDIVISION FILING NO. 1
PARCEL OF LAND LOCATED IN THE SOUTHWEST 114 OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.
A CONSOLIDATION OF TWO PREVIOUSLY UNPLATTED PARCELS
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
SHEET 2 OF 2 CENTER X CORNER
SEC. 1-5, T3S, R69W
��
FOUND NO. 5 REBAR
DESCRIPTIONSQ.
IT, Ai7TES
MS -20-05
EXISTING
'
_427,822 9.8215
0
5' PSCC
EASEMENT
R.O.W. DEDICATION33.133
WITH YELLOW CAP
REC. NO.
GROSS AREA
1 460.959 1 10.5021.
FOUND 3.25" DIA L______._.___..__.__.__._... .._
811132217
UNE UNE SFY4 SWY4
20.00•
STAMPED PLS 24966
,
SERVICE
g: 2
.cnin®39north.net
APRIL 23, 2020
ALLOY CAP STAMPEDNORTH
PLS 13212 t,(
REC. NO. CITY WHEAT RIDGE
3 5.00'
SEC" 16. T35, R69W
937.56 A.M. N89'43'41"E
40.00'
11.1RWSEYsS1 SL -1^f6
!
- -
HEREBY DEDICATED
E 390.66' A.M.-(386'1
N8929'34'E
REC.)
WEST 50TIlAVENUE
- _ ____
._.�_..
.S ..-..
WEST507HAVENUE
Y5
356 SO, FT.
- _.._.�..__.._.._
NORTHING: 711030.76
0.0082 ACRES±
`-------'-'---__----------...--'-"-----..._-T
n
_ -3.8'36"E
627.06' -_
(7)E} "
,ice
T.
-15�' 7o F;.O:W-
35.00'
-
. 41T R.O.W.
INTERSTATE 70
FRONTAGE
T-
70
FRONTAGE ROAD (NORTH)
INTERSTATE 7D
BY THIS PLkT--
477
40.00'
CITY OF WHEAT RIDGE j
POINT NO. PHAC-t l�
SK 1300 PG 521
40-00
BK 46 PG 32
.._..._�__. _-__ )_L.
_.
90 PC 46)
INTERSTATE 70
FRONTAGE ROAD (NORTH)
NORTHING: 701687.91
EASTlNG, 119004.18)
BK 1875 PG 69
LAT: 39'45'28.83"
EXISTING EASEMENTS
AND
RIGHT-OF-WAY DETAIL
LONG' -105'0446.27'
loam
d
f
ORNER
NE
NW CORNER SEY4 SWY4
FOUND N0. 5 REBAR
!
n
_ SEC. 16. 13,RR6 R69W
SEC. 16, T3S, R69W
FOUND 2.5' DIA- ALLOY
WITH YELLOW CAP
STAMPED PLS 24968
m
_ _
\\
i, -- FOUND NC', 5 REBAR
WITH 2.57 DIA. ALLOY CAP
CAP STAMPED PLS 16427
ro
°+N-�
W
cor
PERM�ESMT
PE -CITY 96
\
STAMPED PLS 24968
OF WHEAT RIDGE DATUM
NORTHING : 712337.42
139.w AM.
v
NO."
A
IREC. -j 15.00'
EXSTING : 106507.92
FOUND NO. 5 REBAR
(140.00' REC.)
��
z
LOT UNE
2015028895
-
WITH YELLOW CAP
HEREBY CREATED
2018067035
.; 3000'
STAMPED PLS 24968
-'-
BY THIS PLAT
HEREBY VACATED
55-00' -LL•-
27.50' 3
H
i a
z
� z
W N C
LEGEND
SET NO. 5 REBAR WITH GREEN s�i1 D a a
CAP STAMPED PLS 38284
h FOUND MONUMENT AS NOTED Y
F SECTION CORNER m m
AM_ - AS MEASURED IN FIELD $' o
REC. - DEED OR PLAT DISTANCE
R.O.W. ti RIGHT-OF-WAY ±-
SUBDIVISION BOUNDARY j E
---- LOT LINE
EXISTING EASEMENT
- - - - - - - - - - PROPOSED EASEMENT
EXISTING PARCEL UNE
EXISTING RIGHT-OF-WAY CENTERLINE
------------ EXISTING RIGHT-OF-WAY
-----..-..---- SECTION LINE
- - ---- - --- SECTION TIE UNE
-------------- -- PROPOSED DETENTION EASEMENT
SITE DATA TABLE
nW
DESCRIPTIONSQ.
IT, Ai7TES
MS -20-05
EXISTING
NET LOT AREA
_427,822 9.8215
0
5' PSCC
EASEMENT
R.O.W. DEDICATION33.133
0.7¢06
REC. NO.
GROSS AREA
1 460.959 1 10.5021.
25' SLOUGH a V FOUNT) 3.25" ALLOY CAP
811132217
4495 HALE PARKWAY SUITE 302
DENVER, COLORADO 80220
100' PUBLIC
PH: 303-325-5071
TO REMAIN
27.50'
55.00'
FOUND NO. 5 REBAR
WITH YELLOW CAP
STAMPED PLS 24968
FOUND 3.25' DIA.
ALLOY CAP MARKED
13.00'
RIGHT-OF-WAY
HEREBY DEDICATED
BY THIS PLAT
780 SQ. FT.
0.0179 ACRES*
BY THIS PLAT
(SEE NOTE 4
ON SHEET 1)
i
RIGHT-OF-WAY
HEREBY DEDICATED
BY THIS PLAT
31,520 SO. FT.
0.7236 ACRES±
EXISTING
PARCEL UNE
HEREBY REMOVED
BY THIS PLAT
LOT 1
AXIS 70 WEST SUBDIVISION FILING NO. 1
PROPERTY AREA
427,822 SQ. FT_ LOT UNE HEREBY
9.8215 ACRES± CREATED BY THIS PLAT
i3
io
N
nW
N
�o
4
1-
MS -20-05
0
�7
SOUTHERLY d��.
UNE OF N
ea
-
0
��
SI-� i
1
o ;- f 3 SOUTH A CORNER
BOOK 126 1D o o "' SEC. 16, T3S, R69W
EXISTING PG 583 m< o I W
7
�m
n
525.67•+"
25' SLOUGH a V FOUNT) 3.25" ALLOY CAP
IN FET:
4495 HALE PARKWAY SUITE 302
DENVER, COLORADO 80220
100' PUBLIC
PH: 303-325-5071
DITCH ESMT i,,, STAMPED PLS 73212
WITH CONCRETE
�OF
SERVICE
g: 2
.cnin®39north.net
APRIL 23, 2020
COMPANY EASEMENT
REC. NO. CITY WHEAT RIDGE
FOUND NO. 5 REBAR.
REC. NO. 2020081436
RIGHT-OF-WAY
TO REMAIN
WITH YELLOW CAP - ~�
HEREBY DEDICATED
BY THIS PLAT
STAMPED PLS 24968
356 SO, FT.
"- --- _- _ SST
NORTHING: 711030.76
0.0082 ACRES±
`-------'-'---__----------...--'-"-----..._-T
n
_ -3.8'36"E
627.06' -_
(7)E} "
,ice
J 6.00'
RIGHT-OF-WAY
INTERSTATE 70
FRONTAGE
HEREBY DEDICATED!`
70
FRONTAGE ROAD (NORTH)
INTERSTATE 7D
BY THIS PLkT--
477
ROAD (NORM
(
EXISTING
20' DITCH
EASEMENT
REC. NO.
83122328 1
TO REMAIN
24.50' EXISTING
PERM. ESMT-
PE--96
REQ NO.
2015028895
2018067035
HEREBY VACATED
BY THIS PLAT
(SEE NOTE 4
W ON SHEET 1)
N � ¢
O w
w
rc
v iV i
S
dm,
EXISTINC
PERM. ESMT.
PE-96A-REV1
RFC. NO.
2015028895
2018067035
HEREBY VACATED
BY THIS PLAT
(St.E NOTE 4
ON SHEE1 1)
I RIGHT-OF-WAY
HEREBY DEDICATED
BY THIS PLAT
31,520 SO. FT,
0.7236 ACRES±
---� 15.00'
30.00'
24.50'
1:66' .-
FOUND 3.25" DIA.
ALLAY CAP MARKED
\\\ WHEAMCGE STREET
MONUMENT'
SURVHY.RANGE BOX
I
PONT OF BE( IO
1 FOUND 110. 5 REBAR
"WHEATRIDGE STREET - 26.35• - ! ( WITH YELLOW CAP
MONUMENT" ,. D.'Oi1D ACRES±- im STAMPED PLS 24968
SURVEY RANGE BOX. - - - l
10' UTILITY
- --�
EASEMENT GRAN
HEREBY GRANTED
BY THIS PLAT t
RIGHT-OF-WAY!
HEREBY DEDICATED 40-00 40.00
BY THIS PLAT - --
30.372 SQ. FT. Y _--- 77544'
34--___'__�.�
0.6972 ACRES± - """"�- --="^�?e7.tt'_He4aaY��r F\ I 18.80'
i�-----zesse• 1 See'4To4`rT-....------� X' 1` 70' UTILITY
EASEMENT
HEREBY
GRANTED
1I` ( IJ BY THIS PLAT
25' STORMWATER
I - DRAINAGE EASEMENT
1 26' FlRELANE HEREBY GRANTED \ 1
AND ACCESS BY THIS PLAT 10 All ( O
10' UTILITY I 6? EASEMENT - l -
EASEMENT ( I HEREBY GRANTED` I I 38.21'
( BY THIS PLAT ) 14a
HEREBY
THIS PLA ... I Iw I 1$ �/ I 24.50'
r i '
25' STORMYYATER
1 Io { 26' FlRELANE DRAINAGE EASEMENT T
N i It^ I AND ACCESS HEREBY GRANTED
1�--�I- EASEMENT BY THIS PLAT I I ( E
HEREBY GRANTED 26' FlRELANE I I I I
1 la 1 BY THIS PLAT AND ACCESS I I I I
10'x8.37' EASEMENT`! �3 I
( § I WATER EASEMENT HEREBY GRANTED I I
TO BE GRANTED BY THIS PLAT 63 j In I
1 I BY SEPARATE
L ( INSTRUMENT i5 31 18
RECEPnoN No.
1 I 2021033388 p1
26.60' 1300, I LOT 1,
1 AXIS 70 WEST SUBDIVISION FILING NO. 1
50'x41TER'
I 1 SEM
PROPERTY AREA WTO BEEGRANTED, n� j
427,822 SQ- FT. BY SEPARATE
1 9.8215 ACRES± INSTRUMENT ,„fit•-! L { 1a' unurr
I RECEPTION NO. r1
I j , 2021033388 P: 21 L T i EASEMENT
I I r-ui J 1 I i HEREBY
I 1 g 25' STORMWATER 1 I 11 I GRANTED
4 DRAINAGE EASEMENT i I ii I_ I BY THIS PLAT
i Ir "1 HEREBY GRANTED 11
BY THIS PLAT t I II I I
STORMWATER
( 1 I DETENTION EASEMENT
HEREBY GRANTED I 1
26' FlRELANE BY THIS PLAT
1 AND ACCESS RIGHT-OF-WAY I h 1 I
( �---�- EASEMENT HEREBY DEDICATED
( 1 1 HEREBY GRANTED BY THIS PLAT -�T--H
BY THIS PLAT 31,520 SO. FT. f
( 70'x17.73' 0.7236 ACRES* i I i 5 I I 41.59'
1 I I WATER EASEMENT WATER EASEMENT tTO BE GRANTED I I 1 I
I I I BY SEPARATE TO BE GRANTED ( I i_
1 I I INSTRUMENT BY SEPARATE 1 T
I 1 RECEPTION NO. INSTRUMENT t N L 20.00'
1 I 1 2021033388 RECEPTION NO. -
1 I 1202103338 -JR4-
1 26'x264.17 St I
I I 26' FlRELANE I 1
1 I I STORM WTR. AND ACCESS
10' UTIUTY DET. EASMENT 26' FlRELANE I
EASEMENT _ 1 1 I HEREBY GRANTED HEREBY�C42EAN TED AND ACCESS
HEREBY GRANTED r I BY THIS PLAT BY THIS PLAT EASEMENT �A r04-
BY THIS PLAT I ( HEREBY GRANTED I .��
(
( 1 1 25' STORMWATER BY THIS PLAT y 1 I 0
( ( DRAINAGE EASEMENT
HEREBY GRANTED ter• ti ! -I'
BY THIS PLAT_
L 373.90 N98'4 044 4 iIR
-
377.61' X894794'£
RIGHT -CF -WAY { 'mar W1g ssi-3,50-- I 10' UTILITY
HEREBY DEDICATED { I�s� f EASEMENT
BY THIS PLAT _ S �'`l
477 SO. FT. ! yi ' ` GRANTED
0.0110 ACRES* I �`-} BY THIS PLAT
to' UTILITY I r� ��`�I `
EASEMENT I' 10' BAYOU DITCH
EAMENT
HEREBY GRANTED -`"��~ 10' BAYOU TO BE�GRANTED
BY THIS PLAT �- !"f 450• DITCH EASEMENT - BY SEPARATE
36.40' i TO BE GRANTED INSTRUMENT
25STORMWATER BY SEPARATE RECEPTION NO.
DRAINAGE EASEMENT INSTRUMENT 2021021571
4.68' HEREBY GRANTED RECEPTION NO.
BY THIS PLAT 2021021571
PROPOSED EASEMENTS AND RIGHT-OF-WAY DETAIL
1'=60'
PLAT SURVEY NOTES
I. PER COLORADO REVISED STATUTES SEG 36-5I-IWL), ALL UVEAL UNITES DEPICTED ON THIS LAND SURVEY PLAT
ARE U.S. SURVEY FEET. ONE METER EQUALS 39.37 DINDED BY 12 U.S- SURVEY FEET ACCORDING TO THE NATIONAL
INSTITUTE OF STANDARDS AND TECHNOLOGY.
2. STATEMENT OF ACCURACY:
THE GEODETIC POINT COORDINATE DATA SHOAN HERON HAS BEEN DERIVED FROM THE NAD 83 HARK STATE PLANE
COLORADO CENTRAL FPS 0502 COORDINATE SYSTEM, AND HAS A HORIZONTAL ACCURACY CLASSIFICATION OF 0.07 U.S
nW
GRAPHIC 'SCALE 24.00'
4
1-
MS -20-05
�J-55-0- W
SOUTHERLY d��.
UNE OF N
ea
-
^ 450'
K
��
SI-� i
1
o ;- f 3 SOUTH A CORNER
BOOK 126 1D o o "' SEC. 16, T3S, R69W
EXISTING PG 583 m< o I W
7
_/
525.67•+"
25' SLOUGH a V FOUNT) 3.25" ALLOY CAP
IN FET:
4495 HALE PARKWAY SUITE 302
DENVER, COLORADO 80220
C. THE GROUND TO GRID COMBINED SCALE FACTOR IS 0.99874760300. SCALED FROM BASE POINT PHAC t (PERMANENT
PH: 303-325-5071
DITCH ESMT i,,, STAMPED PLS 73212
WITH CONCRETE
�OF
t inch =- 60 ft.
g: 2
.cnin®39north.net
APRIL 23, 2020
REC. NO. CITY WHEAT RIDGE
FOUND NO. 5 REBAR.
86154223 POINT N0. 13309
TO REMAIN
WITH YELLOW CAP - ~�
._. _
CITY OF WHEAT RIDGE. DATUM
STAMPED PLS 24968
_
"- --- _- _ SST
NORTHING: 711030.76
_ •-'
--'
`-------'-'---__----------...--'-"-----..._-T
_ -3.8'36"E
627.06' -_
(7)E} "
_ EXSTING: 107841.07
� � ...`_. LAT: 394701.63"
'_.._.._ESWYS LONG: -105'67.08.67.,
_
NORTH R.O.W. LINE
INTERSTATE
NORTH R.O.W. UNE
INTERSTATE 70
FRONTAGE
S LfNE s roY, SEC, f6
70
FRONTAGE ROAD (NORTH)
INTERSTATE 7D
ROAD (NORM
CITY OF WHEAT RIDGE j
POINT NO. PHAC-t l�
SK 1300 PG 521
FRONTAGE ROAD (NORTH)
SK 1278 PG 79
NORTH R.O.W. LINE
STAINLESS STEEL. ROD IN SLEEVE S.YQx"TS�
CITY OF WHEAT RIDGE DATUM r`f'pDireq
INTERSTATE 70
FRONTAGE ROAD (NORTH)
NORTHING: 701687.91
EASTlNG, 119004.18)
BK 1875 PG 69
LAT: 39'45'28.83"
EXISTING EASEMENTS
AND
RIGHT-OF-WAY DETAIL
LONG' -105'0446.27'
10' UTILITY
- --�
EASEMENT GRAN
HEREBY GRANTED
BY THIS PLAT t
RIGHT-OF-WAY!
HEREBY DEDICATED 40-00 40.00
BY THIS PLAT - --
30.372 SQ. FT. Y _--- 77544'
34--___'__�.�
0.6972 ACRES± - """"�- --="^�?e7.tt'_He4aaY��r F\ I 18.80'
i�-----zesse• 1 See'4To4`rT-....------� X' 1` 70' UTILITY
EASEMENT
HEREBY
GRANTED
1I` ( IJ BY THIS PLAT
25' STORMWATER
I - DRAINAGE EASEMENT
1 26' FlRELANE HEREBY GRANTED \ 1
AND ACCESS BY THIS PLAT 10 All ( O
10' UTILITY I 6? EASEMENT - l -
EASEMENT ( I HEREBY GRANTED` I I 38.21'
( BY THIS PLAT ) 14a
HEREBY
THIS PLA ... I Iw I 1$ �/ I 24.50'
r i '
25' STORMYYATER
1 Io { 26' FlRELANE DRAINAGE EASEMENT T
N i It^ I AND ACCESS HEREBY GRANTED
1�--�I- EASEMENT BY THIS PLAT I I ( E
HEREBY GRANTED 26' FlRELANE I I I I
1 la 1 BY THIS PLAT AND ACCESS I I I I
10'x8.37' EASEMENT`! �3 I
( § I WATER EASEMENT HEREBY GRANTED I I
TO BE GRANTED BY THIS PLAT 63 j In I
1 I BY SEPARATE
L ( INSTRUMENT i5 31 18
RECEPnoN No.
1 I 2021033388 p1
26.60' 1300, I LOT 1,
1 AXIS 70 WEST SUBDIVISION FILING NO. 1
50'x41TER'
I 1 SEM
PROPERTY AREA WTO BEEGRANTED, n� j
427,822 SQ- FT. BY SEPARATE
1 9.8215 ACRES± INSTRUMENT ,„fit•-! L { 1a' unurr
I RECEPTION NO. r1
I j , 2021033388 P: 21 L T i EASEMENT
I I r-ui J 1 I i HEREBY
I 1 g 25' STORMWATER 1 I 11 I GRANTED
4 DRAINAGE EASEMENT i I ii I_ I BY THIS PLAT
i Ir "1 HEREBY GRANTED 11
BY THIS PLAT t I II I I
STORMWATER
( 1 I DETENTION EASEMENT
HEREBY GRANTED I 1
26' FlRELANE BY THIS PLAT
1 AND ACCESS RIGHT-OF-WAY I h 1 I
( �---�- EASEMENT HEREBY DEDICATED
( 1 1 HEREBY GRANTED BY THIS PLAT -�T--H
BY THIS PLAT 31,520 SO. FT. f
( 70'x17.73' 0.7236 ACRES* i I i 5 I I 41.59'
1 I I WATER EASEMENT WATER EASEMENT tTO BE GRANTED I I 1 I
I I I BY SEPARATE TO BE GRANTED ( I i_
1 I I INSTRUMENT BY SEPARATE 1 T
I 1 RECEPTION NO. INSTRUMENT t N L 20.00'
1 I 1 2021033388 RECEPTION NO. -
1 I 1202103338 -JR4-
1 26'x264.17 St I
I I 26' FlRELANE I 1
1 I I STORM WTR. AND ACCESS
10' UTIUTY DET. EASMENT 26' FlRELANE I
EASEMENT _ 1 1 I HEREBY GRANTED HEREBY�C42EAN TED AND ACCESS
HEREBY GRANTED r I BY THIS PLAT BY THIS PLAT EASEMENT �A r04-
BY THIS PLAT I ( HEREBY GRANTED I .��
(
( 1 1 25' STORMWATER BY THIS PLAT y 1 I 0
( ( DRAINAGE EASEMENT
HEREBY GRANTED ter• ti ! -I'
BY THIS PLAT_
L 373.90 N98'4 044 4 iIR
-
377.61' X894794'£
RIGHT -CF -WAY { 'mar W1g ssi-3,50-- I 10' UTILITY
HEREBY DEDICATED { I�s� f EASEMENT
BY THIS PLAT _ S �'`l
477 SO. FT. ! yi ' ` GRANTED
0.0110 ACRES* I �`-} BY THIS PLAT
to' UTILITY I r� ��`�I `
EASEMENT I' 10' BAYOU DITCH
EAMENT
HEREBY GRANTED -`"��~ 10' BAYOU TO BE�GRANTED
BY THIS PLAT �- !"f 450• DITCH EASEMENT - BY SEPARATE
36.40' i TO BE GRANTED INSTRUMENT
25STORMWATER BY SEPARATE RECEPTION NO.
DRAINAGE EASEMENT INSTRUMENT 2021021571
4.68' HEREBY GRANTED RECEPTION NO.
BY THIS PLAT 2021021571
PROPOSED EASEMENTS AND RIGHT-OF-WAY DETAIL
1'=60'
PLAT SURVEY NOTES
I. PER COLORADO REVISED STATUTES SEG 36-5I-IWL), ALL UVEAL UNITES DEPICTED ON THIS LAND SURVEY PLAT
ARE U.S. SURVEY FEET. ONE METER EQUALS 39.37 DINDED BY 12 U.S- SURVEY FEET ACCORDING TO THE NATIONAL
INSTITUTE OF STANDARDS AND TECHNOLOGY.
2. STATEMENT OF ACCURACY:
THE GEODETIC POINT COORDINATE DATA SHOAN HERON HAS BEEN DERIVED FROM THE NAD 83 HARK STATE PLANE
COLORADO CENTRAL FPS 0502 COORDINATE SYSTEM, AND HAS A HORIZONTAL ACCURACY CLASSIFICATION OF 0.07 U.S
CASE HISTORY
SURVEY FEET AT THE 95% CONFIDENCE LEVEL, AS DEFINED IN THE GEOSPATIAL POSITIONING ACCURACY STANDARDS OF
MS -20-05
THE FEDERAL GEODETIC CONTROL SUBCOMMITEE (FGDC-STD-007.2-1996).
WZ-20-02
3. COORDINATE SYSTEM:
WZ-20-03
THE COORDINATE SYSTEM USED ON THIS PLAT IS CONSISTENT VAIN THE CITY OF WHEAT RIDGE 'CURRENT CITY DATUM'
CONSISTING OF:
PREPARED BY:
A. A GROUND-BASED MODIFIED FORM OF THE HAD83/92 STATE PLANE COORDNATE S'YSWK COLORADO CENTRAL ZONE
39 NORTH ENGINEERING AND SURVEYING LLC
0502.
B. THE VERTICAL DATUM USED IS THE NORTH AIEAICAN VERTICAL DATUM OF 1988 omw 1968 DATUM).
4495 HALE PARKWAY SUITE 302
DENVER, COLORADO 80220
C. THE GROUND TO GRID COMBINED SCALE FACTOR IS 0.99874760300. SCALED FROM BASE POINT PHAC t (PERMANENT
PH: 303-325-5071
HIGH ACCURACY CONTROL PONT /t) HAVING THE FOLLOWING NAD83/92 STATE PLANE COORDINATES OF PHAC 1:
EMAIL, do it
NORTNNa 170125675. EAST!!& 3118217.58, FIEVATI@t 5471.62
.cnin®39north.net
APRIL 23, 2020