HomeMy WebLinkAboutRidge at Ward Station Filing No. 2WNERS CERTIFICATE:
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THE RIDGE A T WARD STA TIONA, FILING NO,, 2
A REPEAT OF THE RIDGE AT WARD STATION (REC. N0. 2019047882)
BEING A PART OF THE SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 3 SOUTH, RANGE 69
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
SHEET 1 OF 7
WE, TOLL SOUTHWEST, LLC., BEING THE OWNER(S) OF REAL PROPERTY CONTAINING 13.6341 ACRES DESCRIBED AS FOLLOWS
COMMENCING AT THE CENTER 1/4 CORNER OF SECTION 17, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN BEING
MONUMENTED BY A NO. 6 REBAR WITH A 2-1/2 INCH ALUMINUM CAP STAMPED "LS 27609 1998"IN A RANGE BOX, WHENCE THE EAST '/
CORNER OF SAID SECTION 17 AS MONUMENTED BY A 2 INCH DIAMETER PIPE WITH A 3-1/4 INCH BRASS CAP STAMPED "LS 13212 1984"IN
A RANGE BOX IS ASSUMED TO BEAR N 89°11'13"E, A DISTANCE OF 2646.81 FEET, WITH ALL BEARINGS RELATIVE THERETO:
THENCE S82"16'17"E, A DISTANCE OF 201.98 FEET TO A POINT ON THE SOUTHERLY LINE OF THE EXISTING 60' PUBLIC RIGHT OF WAY OF
WEST 52ND AVENUE AND 170.00 FEET EAST OF THE NORTHWEST CORNER OF LOT 13, STANDLEY HEIGHTS, COUNTY OF JEFFERSON, STATE
OF COLORADO TO THE POINT OF BEGINNING;
THENCE ALONG THE SAID SOUTHERLY RIGHT OF WAY LINE N 89°11'14"E, A DISTANCE OF 348.12 FEET TO NORTHEAST CORNER OF THE WEST
ONE—HALF OF SAID LOT 13;
THENCE S 00°18'39"E, A DISTANCE OF 414.96 FEET ALONG THE SAID EAST LINE OF THE WEST ONE—HALF OF LOT 13, TO THE SOUTHEAST
CORNER OF THE WEST ONE—HALF OF SAID LOT 13;
THENCE N 88°57'32"E, A DISTANCE OF 518.08 FEET, ALONG THE SOUTH LINE OF SAID LOT 13, TO THE SOUTHEAST CORNER OF SAID LOT
13, ALSO BEING THE NORTHEAST CORNER OF LOT 17, STANDLEY HEIGHTS, COUNTY OF JEFFERSON, STATE OF COLORADO;
THENCE S 00°17'58"E, A DISTANCE OF 387.86 FEET, ALONG THE EAST LINE OF SAID LOT 17 TO THE NORTHEAST CORNER OF WEST 50TH
PLACE AS RECORDED IN JEFFERSON COUNTY BY INSTRUMENTS RECORDED IN BOOK 987 AT PAGES 407 AND 409;
THENCE S 88°44'38" W, A DISTANCE OF 1036.22 FEET, ALONG THE NORTH LINE OF WEST 50TH PLACE AS RECORDED IN SAID BOOK 987 AT
PAGES 407 AND 409 TO THE WEST LINE OF SAID LOT 17;
THENCE N 00°18'34"W, A DISTANCE OF 658.76 FEET, ALONG THE SAID WEST LINE OF LOTS 17 AND 13 TO A POINT 150.00 FEET SOUTH OF
THE NORTHWEST CORNER OF SAID LOT 13;
THENCE N 89°11'14"E, A DISTANCE OF 170.00 FEET PARALLEL WITH THE NORTH LINE OF SAID LOT 13 TO A POINT 150 FEET SOUTH OF THE
NORTH LINE OF LOT 13;
THENCE N 00°18'34"W, A DISTANCE OF 150.00 FEET PARALLEL WITH THE WEST LINE SAID LOT 13 TO THE POINT OF BEGINNING.
SAID PARCEL CONTAINING A CALCULATED AREA OF 593,903 SQUARE FEET (13.6341 ACRES), MORE OR LESS
HAVE LAID OUT, SUBDIVIDED AND PLATTED SAID LAND AS PER THE DRAWING HEREON CONTAINED INTO LOTS AND TRACTS UNDER THE NAME
AND STYLE OF THE RIDGE AT WARD STATION, FILING NO. 2, 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 THE CITY OF WHEAT RIDGE AND THOSE MUNICIPALLY OWNED AND/OR MUNICIPALLY
FRANCHISED UTILITIES AND SERVICES THOSE PORTIONS OF REAL PROPERTY SHOWN AS EASEMENTS FOR THE CONSTRUCTION, INSTALLATION,
OPERATION, MAINTENANCE, REPAIR AND REPLACEMENT FOR ALL SERVICES. THIS INCLUDES BUT IS NOT LIMITED TO TELEPHONE AND ELECTRIC
LINES, GAS LINES, WATER AND SANITARY SEWER LINES, HYDRANTS, STORMWATER SYSTEMS AND PIPES, DETENTION PONDS, STREET LIGHTS
AND ALL APPURTENANCES THERETO.
OWNER:
TOLL SOUTHWEST, LLC.
SIGNATURE
BY: MATT FORAN
AS: DIVISION VICE PRESIDENT, COLORADO, TOLL SOUTHWEST, LLC.
STATE OF COLORADO )
)SS
COUNTY OF JEFFERSON )
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS
DAY OF V v" 1 A.D. 201 { BY :�40—
WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES: L . 2 �• 20�?.'.
nESIREE KOLAR
T v—, NOTARY PUBLIC
NO ARY PUBLIC `3TATEOFCOLORADO
NOTARY ID 20184004618
MY COMMISSION EXPIRES JANUARY 29, 2022
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 LEVEL,
AS DEFINED IN THE GEOSPATIAL ACCURACY STANDARDS OF THE FEDERAL GEODETIC CONTROL SUBCOMMITTEE (FGDC—STD-007.2-1998).
LINEAL UNIT STATEMENT:
PER COLORADO REVISED STATUTES SEC. 38-51-106(L), ALL LINEAR 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.
CURRENT CITY DATUM:
1. THIS PLAT IS BASED ON THE CURRENT CITY DATUM, WHICH USES A HORIZONTAL COORDINATE SYSTEM THAT IS GROUND—BASED, MODIFIED
FORM OF THE NAD83/92 STATE PLANE COORDINATE SYSTEM, COLORADO CENTRAL ZONE 0502, AND THE NORTH AMERICAN VERTICAL DATUM OF 1988
(NAVD88).
2. THE GROUND TO STATE PLANE GRID COMBINED SCALE FACTOR IS 0.99974780300, SCALED FROM BASE POINT PHAC 1 (PERMANENT HIGH
ACCURACY CONTROL POINT # 1) HAVING THE FOLLOWING NAD83/92 (NAD83 HARN) STATE PLANE COORDINATES: PHAC 1: NORTHING.-
1701258.75,
ORTHING:1701258.75. EASTING: 3118217,58, ELEVATION 5471.62 (NAVD 88).
PROPERTY
LOCATION
Xz0
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C 1/4 COR.
SEC. 17 o
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RTD
E 1/4 COR.
SEC. 17
RIDGE RD ,
UNINCORPORATED RPt�
JEFFERSONGOMMV�ER' CITY OF
COUNTY �I
ARVADA
CITY OF
r WHEAT RIDGE
I I
I S 1/4 COR. SE COR.
SEC. 17 SEC. 17
VICINITY MAP
SCALE: I" = 1000'
SHEET INDEX
SHEET 1
COVER SHEET
SHEET 2
TRACT AND LAND USE SUMMARY
SHEET 3
LOT SUMMARY TABLES
SHEET 4-7
PROPOSED CONDITIONS
CASE HISTORY
WCP-18-01
WS -18-06
WSP-18-07
LLA -20-04
REVISION BLOCK
DESCRIPTION
DATE
INITIAL PREPARATION
5128/2020
REVISION NO. 1
6/22/2020
REVISION NO. 2
7/8/2020
rj,Nfl��I
WEST OF THE 6TH P.M.,
THE PURPOSES OF THIS REPLAT ARE AS FOLLOWS
1. TO ADJUST THE LOT LINES LISTED BELOW FROM THOSE
SHOWN ON
THE PLAT OF THE RIDGE AT WARD STATION PREVIOUSLY RECORDED ON
JUNE 11, 2019 AND FOUND AT RECEPTION NO. 2019047882
TO CONTAIN
ARCHITECTURAL PROJECTIONS WITHIN THE HOMEOWNER'S LOT.
BLOCK 1: LOTS 1-5,
BLOCK 2: LOTS 1, 4, 5, 8, 11-19
BLOCK 3: LOTS 1, 6-7, 12
BLOCK 4: LOTS 1, 5-8
BLOCK 5: LOTS 1, 6-11, 13
BLOCK 6: LOTS 1-2
BLOCK 7: LOTS 5-7, 11-12, 15-20
BLOCK 8: LOTS 1, 6-7, 13, 18-19, 24
BLOCK 9: LOTS 1, 6-7, 9-10, 13
BLOCK 10: LOTS 1-7
BLOCK 11: LOTS 1, 12
BLOCK 12: LOTS 1, 12
BLOCK 13: LOTS 1, 12,
BLOCK 14: LOTS 1, 4-5, 9-10
BLOCK 15: LOTS 1-6, 12-24
2. UNLESS OTHERWISE NOTED HEREIN, TO ADJUST THE BOUNDARIES
OF ALL EASEMENTS CREATED BY THE PLAT OF THE RIDGE AT WARD
STATION RECORDED AT RECEPTION NO. 2019047882 TO CORRESPOND TO
THE CHANGES MADE TO THE ADJUSTED LOT LINES REFERENCED IN
PURPOSE NO. 1 ABOVE.
3. PROVIDE ADDITIONAL UTILITY EASEMENTS AS SHOWN ON
THIS PLAT.
4. ALLOW OVERHEAD ENCROACHMENTS WITHIN EASEMENTS
FOR ALLEY—SIDE
BALCONIES, UP TO 2 (TWO) FEET BY FRUITDALE SANITATION
DISTRICT AND VALLEY WATER DISTRICT AND UP TO FIVE (5)
FEET BY XCEL
ENERGY.
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 ACCESS EASEMENTS (A.E.) AND AS ILLUSTRATED UPON THIS PLAT. SUCH GRANT OF EASEMENT SHALL BE LIMITED TO
THE OWNERS, TENANTS, CUSTOMERS, GUESTS OF THE OWNERS, AND EMERGENCY ACCESS 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 CERTIFICA
APPROVED THIS 11 DAY OF J A-26 BY THE CITY OF WHEAT RIDGE.
ATTEST
V
CITY CL K MAYOR
C MMUNI D VELOPMEN DIRECTOR
SURVEYOR'S CERTIFICATION:
I, KEVIN J. KUCHARCZYK., DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF THE RIDGE AT WARD STATION, FILING NO. 2 WAS
MADE BY ME OR UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, IN ACCORDANCE WITH ALL
APPLICABLE COLORADO STATUES, CURRENT REVISED EDITION AS AMENDED, THE ACCOMPANYING PLAT ACCURATELY REPRESENTS SAID SURVEY.
I ATTEST THE ABOVE ON THIS 2yDAY OF Su
07/2y/Zo7�0
KEVIN J KUCHARCZYK., PLS NO. 34591 ra.FOR AND ON BEHALF OF CVL CONSULTANTS OF COLORADO IKC.
10333 E. DRY CREEK ROAD, SUITE 240
ENGLEWOOD, CO 80112
(720)-249-3584
202-0
CLERK AND RECORDER'S CERTIFICATE:
ACCEPTED FOR RECORDING IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF
JEFFERSON COUNTY AT GOLDEN, COLORADO THIS DAY OF 20.
JEFFERSON OUNTY CLERK AND ECORDER
0'�Lo��
BY: DEPUTY CLERK SHEET 1 OF 7
COVER SHEET
-
ENGINEER/SURVEYOR
SEAL
` y
10333 E. Dr Creek Rd.
���'• SOI ORp�,.���`Suite 240
Englewood, CO 80112
C kvA L Tel: (720) 482-9526
THE RIDGE AT WARD STATION FILING NO. 2 J.N. 8130306502
CONSULTANTS CVLINC.NET
ao
THE RIDGE A T WARD STA TION, FILING NO. 2
A REPLAT OF THE RIDGE AT WARD STATION (REC. NO. 2019047882)
BEING A PART OF THE SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.,
CITY OF WHEAT R DGE, COUNTY OF JEFFERSON, STATE OF COLORADO
SHEET 2 OF 7
NOTES:
1. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE (3) 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
(10) YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON.
2. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT OR ACCESSORY COMMITS A CLASS TWO (2)
MISDEMEANOR PURSUANT TO STATE STATUTE 18-4-508, C.R.S.
3. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY CVL CONSULTANTS OF COLORADO, INC. TO DETERMINE OWNERSHIP OR EASEMENTS OF RECORD.
FOR ALL INFORMATION REGARDING EASEMENTS, RIGHTS-OF-WAY AND TITLE OF RECORD, CVL CONSULTANTS OF COLORADO, INC. RELIED UPON
COMMITMENT FOR TITLE INSURANCE, COMMITMENT NO. RIDGE AT WARD STATION -TBI, ISSUED BY CHICAGO TITLE INSURANCE COMPANY .AND HAVING AN
EFFECTIVE DATE OF JUNE 22, 2020 AT 7:30 A.M.
4. BASIS OF BEARINGS: BEARINGS ARE BASED ON THE CITY OF WHEAT RIDGE HORIZONTAL CONTROL SYSTEM BETWEEN THE CENTER QUARTER OF SECTION 17
(POINT NO. 12109) BEING MONUMENTED BY A N0, 6 REBAR AND 2-1/2" ALUMINUM CAP IN A RANGE BOX STAMPED PLS 27609 AND THE EAST QUARTER
CORNER OF SECTION 17 (POINT NO. 12209) BEING MONUMENTED BY A 2" PIPE AND 3-1/4" BRASS CAP IN RANGE BOX STAMPED LS 13212 HAVING AN
ASSUMED BEARING OF NORTH 89°11'13" EAST.
5. PER COLORADO REVISED STATUTES SEC. 38-51-106(L), ALL LINEAR UNITS DEPICTED ON THIS LAND SURVEY PLAT ARE U.S. SURVEY FEET. ONE METER
EQUALS 39.37 DIVIDED BY 12 U.S. SURVEY FEET ACCORDING TO THE NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY.
6. TRACT B MAY BE USED AS PUBLIC ACCESS / EMERGENCY ACCESS TO ADJACENT PARCELS UPON DEVELOPMENT BY OTHERS.
7. THERE ARE A TOTAL OF 201 LOTS AND 50 TRACTS IN THE RIDGE AT WARD STATION, FILING NO. 2.
8. TRACTS E & U ARE NON -BUILDABLE TRACTS FOR THE USE OF STORMWATER DRAINAGE/WATER QUALITY FACILITIES AND IS FULLY ENCUMBERED BY A
STORMWATER DETENTION EASEMENT TO THE BENEFIT OF THE CITY OF WHEAT RIDGE. THE STORMWATER DRAINAGE FACILITIES WITHIN THIS AREA SHALL BE
CONSTRUCTED AND MAINTAINED BY THE OWNER AND SUBSEQUENT OWNERS, HEIRS, SUCCESSORS AND ASSIGNS. IN THE EVENT THAT SUCH CONSTRUCTION
AND MAINTENANCE IS NOT PERFORMED BY SAID OWNER, 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 WILL BE
CONSTRUCTED IN THE DETENTION AREA AND NO CHANGES OR ALTERCATIONS AFFECTING THE HYDRAULIC CHARACTERISTICS OF THE DETENTION AREA WILL
BE MADE WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS.
9. TRACTS 1-0, Q -T, U1 -V, W1 -W2, X -KK, MM, AND 00 -PP ARE NON -BUILDABLE FOR THE PURPOSE OF UTILITIES AND OPEN SPACE. TRACT FF IS ALSO
NON -BUILDABLE FOR PEDESTRIAN ACCESS PURPOSES.
10. TRACTS A -D AND E1 -H ARE NON -BUILDABLE FOR THE PURPOSE OF ACCESS AND EMERGENCY ACCESS.
11. TRACTS E, P, U, W, LL AND NN ARE NON -BUILDABLE FOR THE PURPOSE OF DRAINAGE.
12. TRACT E IS NON -BUILDABLE FOR THE PURPOSE OF DRAINAGE, ACCESS, EMERGENCY ACCESS AND UTILITIES.
13. WITH THE EXCEPTION OF BLOCK 16, LOT 1, ALL LOTS ARE CONSIDERED TOWNHOME LOTS AND SHALL NOT BE DEVELOPED FOR ANY PURPOSE OTHER THAN
TOWNHOMES.
14. THE POCKET PARK AND LINEAR PARKS IN TRACT U AND W SHALL BE ACCESSIBLE TO THE PUBLIC IN ADDITION TO OWNERS, TENANTS, CUSTOMERS AND
GUESTS.
15. THE ZONING FOR THE SITE IS MU -C TOD.
16. THIS PLAT CONTAINS LOTS, BLOCKS, OR OTHER LAND INTENDED FOR THE DEVELOPMENT OF OWNER -OCCUPIED MULTI -FAMILY DWELLING UNITS OR
ASSOCIATED COMMON AREAS, LIMITED COMMON ELEMENTS, OR IMPROVEMENTS (THE "MULTI -FAMILY DEVELOPMENT AREA"). TO THE EXTENT THAT THE
FOLLOWING CLAIMS INVOLVE ANY MULTI -FAMILY DEVELOPMENT AREA (OR THE IMPROVEMENTS THEREON) WITHIN THE PROPERTY COVERED BY THIS PLAT,
SUCH CLAIMS SHALL BE SUBMITTED TO BINDING ARBITRATION IN LIEU OF SUBMITTING ANY SUCH CLAIM TO A COURT OF LAW.
ANY AND ALL CLAIMS THAT ALLEGE A CONSTRUCTION DEFECT AS DEFINED AT SECTION 26-1302 OF THE CODE OF LAWS AND: (1) ARE BETWEEN ANY
TWO OR MORE OF THE FOLLOWING PERSONS OR ENTITIES: (A) ANY OWNER OF ANY PORTION OF THE MULTI -FAMILY DEVELOPMENT AREA, (B) ANY
COMMON INTEREST COMMUNITY ASSOCIATION CREATED WITH RESPECT TO THE MULTI -FAMILY DEVELOPMENT AREA, (C) THE SUBDIVIDER, DEVELOPER,
CONTRACTOR, OR ANYONE CLAIMING UNDER OR THROUGH ANY SUCH PERSONS, (D) ANY PARTY THAT CONSTRUCTS OR DESIGNS ANY PORTION OF ANY
RESIDENTIAL DWELLING UNITS UPON THE MULTI -FAMILY DEVELOPMENT AREA, AND (E) ANY CONSTRUCTION PROFESSIONAL AS DEFINED IN THE
CONSTRUCTION DEFECT ACTION REFORM ACT, C.R.S. § 13-80-802.5, ET SEQ., AS AMENDED ("CDARA"); AND (2) THAT PERTAINS TO ANY OF: (A) THE
MULTI -FAMILY DEVELOPMENT AREA, (B) ANY DWELLING UNIT, COMMON AREA DEVELOPMENT STRUCTURE, LIMITED COMMON ELEMENTS, OR OTHER
IMPROVEMENTS CONSTRUCTED ON THE MULTI -FAMILY DEVELOPMENT AREA, (C) THE COMMON INTEREST COMMUNITY TO BE CREATED FOR THE
MULTI -FAMILY DEVELOPMENT AREA OR ANY PORTION THEREOF, OR (D) THE DECLARATION OR OTHER DOCUMENTS GOVERNING SUCH COMMUNITY.
THE FOREGOING SHALL NOT PRECLUDE ANY OF THE PERSONS OR ENTITIES DESCRIBED ABOVE FROM ENDEAVORING TO RESOLVE ANY SUCH CLAIM(S)
THROUGH EITHER NEGOTIATION OR MEDIATION BEFORE SUBMITTING SUCH CLAIM(S) TO BINDING ARBITRATION. ADDITIONALLY, THE MULTI -FAMILY
DEVELOPMENT AREA MAY ALSO BE SUBJECT TO A DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS THAT MAY IMPLEMENT AND EXPAND
UPON THE REQUIREMENTS OF THIS PLAT NOTE AND THAT MAY EXEMPT CERTAIN CLAIMS FROM THE REQUIREMENT THAT SUCH CLAIMS MUST BE SUBMITTED
TO BINDING ARBITRATION, PROVIDED, HOWEVER, THAT ANY SUBSEQUENT AMENDMENT OR CHANGE TO SUCH DECLARATION OF COVENANTS,CONDITIONS OR
RESTRICTION SHALL NOT ELIMINATE THIS REQUIREMENT THAT CONSTRUCTION DEFECT CLAIMS SHALL BE SUBMITTED TO BIDING ARBITRATION IN LIEU OF
SUBMITTING ANY SUCH CLAIM TO A COURT OF LAW.
FOR PURPOSES OF THIS PLAT NOTE, BINDING ARBITRATION SHALL MEAN SUBMISSION OF ANY CLAIM DESCRIBED ABOVE TO THE ARBITRATION SERVICE
PROVIDER SPECIFIED IN THE DECLARATION OR OTHER GOVERNING DOCUMENTS OF THE COMMON INTEREST COMMUNITY, IF QUALIFIED PURSUANT TO THE
UNIFORM ARBITRATION ACT, PART 2 OF ARTICLE 22 OF TITLE 13, C.R.S., AND, IF NOT, AN ARBITRATION SERVICE PROVIDER SO QUALIFIED IN SUCH
ARBITRATION; THE COSTS AND EXPENSES OF ARBITRATION TO BE BORNE EQUALLY BY THE PARTIES.
ALL FUTURE PURCHASERS OF ANY INTEREST IN THE
MULTI -FAMILY DEVELOPMENT AREA ARE DEEMED TO
HAVE ACCEPTED AND AGREED TO THE TERMS
AND CONDITIONS OF
THIS PLAT NOTE AND SHALL BE
BOUND BY THE PLAT NOTE, WHICH IS RECORDED IN
THE JEFFERSON COUNTY CLERK AND
RECORDER'S OFFICE,
DEEMED TO BE A COVENANT RUNNING
WITH THE MULTI -FAMILY DEVELOPMENT AREA,
AND BINDING UPON ALL SUCCESSORS IN
INTEREST, GRANTEES,
OWNERS, HEIRS, ASSIGNS, AND
ALL OTHERS WHO ACQUIRE AN INTEREST IN OR TO
THE MULTI -FAMILY DEVELOPMENT AREA,
TOGETHER WITH ANY
COMMON INTEREST COMMUNITY
ASSOCIATION ASSOCIATED THEREWITH.
0.283 AC.
17. THE OWNER, HIS SUCCESSORS AND ASSIGNS GRANTS LIMITED RIGHTS AND PRIVILEGES TO ACCESS AND TO FREE MOVEMENT THROUGH THOSE AREAS
INDICATED AS 'ACCESS EASEMENT/EMERGENCY ACCESS' AS ILLUSTRATED ON THIS PLAT. SUCH GRANT OF EASEMENT SHALL BE LIMITED TO THE OWNERS,
TENANTS, CUSTOMERS, GUESTS OF THE OWNERS, EMERGENCY PERSONNEL/VEHICLES, AND SHALL FURTHERMORE GRANT ACCESS TO AND FREE MOVEMENT
FROM SIMILARLY RECORDED EASEMENTS FROM ADJACENT PROPERTIES AND/OR ABUTTING PUBLIC STREETS.
18. EASEMENT ENCROACHMENTS HAVE BEEN APPROVED BY THE FRUITDALE SANITATION DISTRICT AND VALLEY WATER DISTRICT, OF UP TO TWO (2) FEET AND
BY XCEL ENERGY UP TO FIVE (5) FEET FOR OVERHEAD FEATURES SUCH AS BALCONIES AND ROOF OVERHANGS.
TRACT SUMMARY TABLE
TRACT
AREA
AREA
USE
A
0.133 AC.
5,783 S.F.
UTILITIES/ACCESS / EMERGENCY ACCESS
B
C
0.387 AC.
0.493 AC.
16,878 S.F.
21,475 S.F.
UTILITIES/ACCESS / EMERGENCY ACCESS
UTILITIES / ACCESS / EMERGENCY ACCESS
D
0.468 AC.
20,401 S.F.
UTILITIES / ACCESS / EMERGENCY ACCESS
E
0.283 AC.
12,321 S.F.
DRAINAGE / ACCESS / EMERGENCY ACCESS / UTILITIES
E-1
0.034 AC.
1,482 S.F.
UTILITIES / ACCESS / EMERGENCY ACCESS
E-2
0.012 AC.
520 S.F.
UTILITIES / ACCESS / EMERGENCY ACCESS
F
0.082 AC.
3,557 S.F.
UTILITIES / ACCESS / EMERGENCY ACCESS
G
0.082 AC.
3,557 S.F.
UTILITIES / ACCESS / EMERGENCY ACCESS
H
0.081 AC.
3,510 S.F.
UTILITIES / ACCESS / EMERGENCY ACCESS
I
0.037 AC.
1,594 S.F.
OPEN SPACE/UTILITIES
J
0.012 AC.
512 S.F.
OPEN SPACE/UTILITIES
K
0.012 AC.
525 S.F.
OPEN SPACE/UTILITIES
L
0.119 AC.
51164 S.F.
OPEN SPACE/UTILITIES
M
0.011 AC.
480 S.F.
OPEN SPACE/UTILITIES
N
0.009 AC.
379 S.F.
OPEN SPACE/UTILITIES
0
0.003 AC.
131 S.F.
OPEN SPACE/UTILITIES
P
0.045 AC.
1,977 S.F.
DRAINAGE / OPEN SPACE
Q
0.018 AC.
790 S.F.
OPEN SPACE/UTILITIES
R
0.008 AC.
364 S.F.
OPEN SPACE/UTILITIES
S
0.015 AC.
668 S.F.
OPEN SPACE/UTILITIES
T
0.150 AC.
61545 S.F.
OPEN SPACE/UTILITIES
U
0.321 AC.
13,970 S.F.
DRAINAGE / OPEN SPACE
U-1
0.035 AC.
1,505 S.F.
OPEN SPACE/UTILITIES
U-2
0.035 AC.
1,505 S.F.
OPEN SPACE/UTILITIES
U-3
0.035 AC.
1,505 S.F.
OPEN SPACE/UTILITIES
U-4
0.059 AC.
2,561 S.F.
OPEN SPACE/UTILITIES
V
0.012 AC.
538 S.F.
OPEN SPACE/UTILITIES
W
0.499 AC.
211753 S.F.
DRAINAGE / OPEN SPACE
W-1
0.010 AC.
456 S.F.
OPEN SPACE/UTILITIES
W-2
0.009 AC.
385 S.F.
OPEN SPACE/UTILITIES
X
0.009 AC.
376 S.F.
OPEN SPACE/UTILITIES
Y
0.015 AC.
652 S.F.
OPEN SPACE/UTILITIES
Z
0.007 AC.
293 S.F.
OPEN SPACE/UTILITIES
AA
0.004 AC.
157 S.F.
OPEN SPACE/UTILITIES
BB
0.011 AC.
481 S.F.
OPEN SPACE/UTILITIES
CC
0.008 AC.
347 S.F.
OPEN SPACE/UTILITIES
DD
0.021 AC.
923 S.F.
OPEN SPACE/UTILITIES
EE
0.003 AC.
142 S.F.
OPEN SPACE/UTILITIES
FF
0.036 AC.
1,560 S.F.
OPEN SPACE/UTILITIES/PEDESTRIAN ACCESS
GG
0.003 AC.
127 S.F.
OPEN SPACE/UTILITIES
HH
0.163 AC.
7,118 S.F.
OPEN SPACE/UTILITIES
II
0.006 AC.
252 S.F.
OPEN SPACE/UTILITIES
JJ
0.006 AC.
274 S.F.
OPEN SPACE/UTILITIES
KK
0.006 AC.
282 S.F.
OPEN SPACE/UTILITIES
LL
0.034 AC.
11495 S.F.
DRAINAGE / OPEN SPACE
MM
0.006 AC.
244 S.F.
OPEN SPACE/UTILITIES
NN
0.014 AC.
594 S.F.
DRAINAGE / OPEN SPACE
00
0.011 AC.
485 S.F.
OPEN SPACE/UTILITIES
PP
0.005 AC.
220 S.F.
OPEN SPACE/UTILITIES
LAND USE SUMMARY CHART
TYPE
AREA
AREA
% OF TOTAL AREA
TOWNHOUSE LOTS
6.000 AC.
261,450 S.F.
44.02%
BLOCK 16, LOT 1
0.225 AC.
9,784 S.F.
1.65%
OPEN SPACE / UTILITIES
0.909 AC.
39,540 S.F.
6.66%
ACCESS / UTILITIES
1.772 AC.
77,163 S.F.
12.99%
DRAINAGE
1.196 AC.
52,110 S.F.
8.77%
ROAD RIGHT OF WAY
3.532 AC.
153,856 S.F.
I 25.91%
TOTAL
13.634 AC.
593,903 S.F.
100%
MIN, MAX, AND AVERAGE LOT SIZE
TYPE
SQ. FT.
AREA
MINIMUM LOT SIZE
1,136 S.F.
0.026 AC.
MAXIMUM LOT SIZE
2,467 S.F.
0.057 AC.
AVERAGE LOT SIZE
1,307 S.F.
0.030 AC.
BLOCK 16, LOT 1
9,784 S.F.
0.225 AC.
THE RIDGE AT WARD STATION FILING NO. 2 J.N. 8130306502
SHEET 2 OF 7
TRACT AND LAND USE SUMMARY
ENGINEER/SURVEYOR
kvA
10333 E. Dry Creek Rd.
Suite 240
Englewood, CO 80112
Tel: (720) 482-9526
CONSULTANTS CVLINC.NET
�caoogEqq�
THE RID GE A T WARD STA TION, FIL ING NO.2
A REPEAT OF THE RIDGE AT WARD STATION (REC. N0. 2019047882)
BEING A PART OF THE SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.,
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
SHEET 3 OF 7
n�lZy�2aLo SHEET 3 OF 7
LOT SUMMARY TABLES
ENGINEER SURVEYOR
THE RIDGE AT WARD STATION FILING NO. 2 J.N. 8130306502
C LvA L
CONSULTANTS
10333 E. Dry Creek Rd.
Suite 240
Englewood, CO 80112
Tel: (720) 482-9526
CVLINC.NET
LOT SUMMARY TABLE
BLOCK NO.
LOT NO.
SQUARE
FOOT
ACRES
1
1
1311
S.F.
0.030
AC.
2
1136
S.F.
0.026
AC.
3
1136
S.F.
0.026
AC.
9
4
1136
S.F.
0.026
AC.
5
1136
S.F.
0.026
AC.
6
1379
S. F.
0.032
AC.
2
1
1368
S. F.
0.031
AC.
6
2
1271
S.F.
0.029
AC.
14
3
1271
S.F.
0.029
AC,
4
1368
S.F.
0.031
AC.
7
5
1368
S. F.
0.031
AC.
6
1273
S.F.
0.029
AC.
7
1372
S.F.
0.032
AC.
8
1730
S. F.
0.040
AC.
9
1478
S.F.
0.034
AC.
10
1271
S.F.
0.029
AC.
10
11
1391
S.F.
0.032
AC.
12
1334
S.F.
0.031
AC,
13
1157
S.F.
0.027
AC.
14
1271
S.F.
0.029
AC.
15
1334
S.F.
0.031
AC.
16
1334
S.F.
0.031
AC.
17
1157
S.F.
0.027
AC.
11
18
1271
S.F.
0.029
AC.
19
1334
S.F.
0.031
AC.
3
1
1347
S.F.
0.031
AC.
2
1271
S.F.
0.029
AC.
3
1157
S.F.
0.027
AC.
4
1271
S.F.
0.029
AC.
5
1271
S.F.
0.029
AC.
8
6
1334
S. F.
0.031
AC.
7
1338
S.F.
0.031
AC.
8
1271
S.F.
0.029
AC.
9
1157
S.F.
0.027
AC.
10
1271
S.F.
0.029
AC.
12
11
1271
S.F.
0.029
AC.
12
1331
S.F.
0.031
AC.
4
1
1361
S.F.
0.031
AC.
2
1271
S.F.
0.029
AC.
3
1271
S.F.
0.029
AC.
4
1368
S.F.
0.031
AC.
5
1395
S.F.
0.032
AC.
6
1275
S.F.
0.029
AC.
7
1275
S. F.
0.029
AC.
8
1395
S.F.
0.032
AC,
5
1
1402
S.F.
0.032
AC.
2
1212
S.F.
0.028
AC.
13
3
1212
S.F.
0.028
AC.
4
1222
S.F.
0.028
AC.
5
1291
S.F.
0.030
AC.
6
1606
S.F.
0.037
AC.
n�lZy�2aLo SHEET 3 OF 7
LOT SUMMARY TABLES
ENGINEER SURVEYOR
THE RIDGE AT WARD STATION FILING NO. 2 J.N. 8130306502
C LvA L
CONSULTANTS
10333 E. Dry Creek Rd.
Suite 240
Englewood, CO 80112
Tel: (720) 482-9526
CVLINC.NET
LOT SUMMARY TABLE
BLOCK NO.
LOT NO.
SQUARE
FOOT
ACRES
7
1581
S.F.
0.036
AC.
8
1402
S.F.
0.032
AC.
9
1400
S.F.
0.032
AC.
9
10
1493
S.F.
0.034
AC.
11
1588
S.F.
0.036
AC.
12
1433
S.F.
0.033
AC,
13
1576
S.F.
0.036
AC.
6
1
1638
S.F.
0.038
AC.
14
2
1136
S. F.
0.026
AC.
3
1594
S.F.
0.037
AC.
7
1
1427
S.F.
0.033
AC.
2
1157
S.F.
0.027
AC.
3
1157
S.F.
0.027
AC.
4
1271
S.F.
0.029
AC.
5
1270
S.F.
0.029
AC.
6
1362
S.F.
0.031
AC.
10
7
1367
S.F.
0.031
AC.
8
1271
S. F.
0.029
AC.
9
1157
S.F.
0.027
AC.
10
1271
S. F.
0.029
AC.
11
1367
S.F.
0.031
AC.
12
1367
S.F.
0.031
AC.
13
1271
S.F.
0.029
AC,
11
14
1367
S.F.
0.031
AC.
15
1338
S.F.
0.031
AC.
16
1157
S.F.
0.027
AC.
17
1157
S.F.
0.027
AC.
18
1271
S.F.
0.029
AC.
19
1271
S.F.
0.029
AC.
20
1451
S.F.
0.033
AC.
8
1
1335
S.F.
0.031
AC.
2
1157
S.F.
0.027
AC,
3
1157
S.F.
0.027
AC.
4
1157
S.F.
0.027
AC.
5
1157
S.F.
0.027
AC.
12
6
1448
S.F.
0.033
AC.
7
1451
S.F.
0.033
AC.
8
1157
S.F.
0.027
AC.
9
1157
S. F.
0.027
AC.
10
1157
S.F.
0.027
AC.
11
1157
S.F.
0.027
AC,
12
2467
S.F.
0.057
AC.
13
1337
S.F.
0.031
AC.
14
1157
S. F.
0.027
AC.
15
1157
S.F.
0.027
AC,
16
1157
S.F.
0.027
AC.
17
1157
S.F.
0.027
AC.
13
18
1334
S.F.
0.031
AC.
19
1337
S.F.
0.031
AC.
20
1157
S.F.
0.027
AC.
21
1157
S. F.
0.027
AC.
n�lZy�2aLo SHEET 3 OF 7
LOT SUMMARY TABLES
ENGINEER SURVEYOR
THE RIDGE AT WARD STATION FILING NO. 2 J.N. 8130306502
C LvA L
CONSULTANTS
10333 E. Dry Creek Rd.
Suite 240
Englewood, CO 80112
Tel: (720) 482-9526
CVLINC.NET
LOT SUMMARY TABLE
BLOCK NO.
LOT NO.
SQUARE
FOOT
ACRES
22
1157
S.F.
0.027
AC.
23
1157
S.F.
0.027
AC.
24
1330
S.F.
0.031
AC.
9
1
1361
S.F.
0.031
AC.
2
1177
S.F.
0.027
AC.
3
1177
S.F.
0.027
AC,
4
1177
S.F.
0.027
AC.
5
1204
S.F.
0.028
AC.
14
6
1513
S.F.
0.035
AC.
7
1409
S.F.
0.032
AC.
8
1271
S.F.
0.029
AC.
9
1334
S.F.
0.031
AC.
10
1367
S.F.
0.031
AC.
11
1157
S.F.
0.027
AC.
12
1199
S.F.
0.028
AC.
13
1570
S.F.
0.036
AC.
10
1
1395
S.F.
0.032
AC.
2
1275
S.F.
0.029
AC.
3
1275
S.F.
0.029
AC.
4
1395
S.F.
0.032
AC.
5
1478
S. F.
0.034
AC.
6
1271
S.F.
0.029
AC.
7
1391
S.F.
0.032
AC.
11
1
1554
S.F.
0.036
AC.
2
1238
S.F.
0.028
AC.
3
1238
S.F.
0.028
AC.
4
1238
S.F.
0.028
AC,
5
1238
S.F.
0.028
AC.
6
1839
S.F.
0.042
AC.
7
1832
S.F.
0.042
AC.
8
1157
S.F.
0.027
AC.
9
1157
S.F.
0.027
AC.
10
1157
S.F.
0.027
AC.
11
1157
S.F.
0.027
AC.
12
1338
S. F.
0.031
AC.
12
1
1452
S.F.
0.033
AC.
2
1157
S.F.
0.027
AC.
3
1157
S.F.
0.027
AC.
4
1157
S.F.
0.027
AC.
5
1157
S.F.
0.027
AC.
6
1718
S.F.
0.039
AC.
7
1832
S.F.
0.042
AC.
8
1157
S.F.
0.027
AC.
9
1157
S.F.
0.027
AC,
10
1157
S. F.
0.027
AC.
11
1157
S. F.
0.027
AC.
12
1338
S.F.
0.031
AC.
13
1
1452
S.F.
0.033
AC.
2
1157
S.F.
0.027
AC.
3
1157
S.F.
0.027
AC.
4
1157
S.F.
0.027
AC.
n�lZy�2aLo SHEET 3 OF 7
LOT SUMMARY TABLES
ENGINEER SURVEYOR
THE RIDGE AT WARD STATION FILING NO. 2 J.N. 8130306502
C LvA L
CONSULTANTS
10333 E. Dry Creek Rd.
Suite 240
Englewood, CO 80112
Tel: (720) 482-9526
CVLINC.NET
LOT SUMMARY TABLE
BLOCK NO.
LOT NO.
SQUARE
FOOT
ACRES
5
1157
S.F.
0.027
AC.
6
1718
S.F.
0.039
AC.
7
1832
S.F.
0.042
AC.
8
1157
S.F.
0.027
AC.
9
1157
S.F.
0.027
AC.
10
1157
S.F.
0.027
AC.
11
1157
S.F.
0.027
AC.
12
1338
S.F.
0.031
AC.
14
1
1367
S.F.
0.031
AC.
2
1271
S.F.
0.029
AC.
3
1271
S.F.
0.029
AC.
4
1368
S.F.
0.031
AC.
5
1369
S.F.
0.031
AC.
6
1271
S.F.
0.029
AC,
7
1157
S. F.
0.027
AC.
8
1271
S.F.
0.029
AC.
9
1365
S.F.
0.031
AC,
10
1362
S.F.
0.031
AC.
11
1271
S.F.
0.029
AC.
12
1271
S.F.
0.029
AC.
13
1156
S.F.
0.027
AC.
14
1156
S.F.
0.027
AC.
15
1575
S.F.
0.036
AC.
15
1
1550
S.F.
0.036
AC.
2
1273
S.F.
0.029
AC.
3
1320
S. F.
0.030
AC.
4
1180
S.F.
0.027
AC.
5
1180
S.F.
0.027
AC.
6
2307
S.F.
0.053
AC,
7
1335
S.F.
0.031
AC.
8
1157
S.F.
0.027
AC.
9
1157
S.F.
0.027
AC.
10
1157
S.F.
0.027
AC.
11
1157
S.F.
0.027
AC.
12
1334
S.F.
0.031
AC.
13
1337
S.F.
0.031
AC.
14
1157
S.F.
0.027
AC.
15
1157
S. F.
0.027
AC.
16
1157
S. F.
0.027
AC.
17
1157
S. F.
0.027
AC.
18
1334
S.F.
0.031
AC.
19
1337
S. F.
0.031
AC.
20
1157
S.F.
0.027
AC.
21
1157
S.F.
0.027
AC.
22
1157
S.F.
0.027
AC.
23
1157
S.F.
0.027
AC.
24
1334
S.F.
0.031
AC.
16
1
9784
S.F.
0.225
AC.
n�lZy�2aLo SHEET 3 OF 7
LOT SUMMARY TABLES
ENGINEER SURVEYOR
THE RIDGE AT WARD STATION FILING NO. 2 J.N. 8130306502
C LvA L
CONSULTANTS
10333 E. Dry Creek Rd.
Suite 240
Englewood, CO 80112
Tel: (720) 482-9526
CVLINC.NET
N
THE RIDGE A T WARD STA TION, FILING NO.2
A REPEAT OF THE RIDGE AT WARD STATION (REC. N0. 2019047882)
BEING A PART OF THE SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.,
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
SHEET 4 OF 7
LEGEND
U. E.
UTILITY EASEMENT
PT. NO. 12109
FRUITDALE SANITARY DISTRICT UTILITY EASEMENT
V.W.D.
VALLEY WATER DISTRICT UTILITY EASEMENT
A.E.
ACCESS EASEMENT / EMERGENCY ACCESS
EX U.E.
EXISTING UTILITY EASEMENT
R.O.W.
RIGHT OF WAY
O
FOUND 78 -7r --LONG 5 REBAR & 1 -1 4 ' RED PLASTIC CAP
STAMPED LS NO. 34591
O
SET 30' LONG #6 REBAR & 2' ALUMINUM CAP
STAMPED LS NO. 34591
.
SET 3-114" BRASS CAP ON 30" LONG & 2-1/4"
DIAMETER ALUMINUM PIPE STAMPED LS NO. 34591. THE
NUMBER REPRESENTS THE CITY MONUMENT DESIGNATION.
C 1/4 CORNER SEC. 17
EXISTING EASEMENTS TO REMAIN (REC. NO. 2019047882)
EXISTING EASEMENTS HEREBY VACATED BY THIS PLAT
-------
EASEMENTS HEREBY GRANTED BY THIS PLAT
I 3
LOT LINES HEREBY AMENDED BY THIS PLAT
EXISTING LOT LINES TO REMAIN (REC. NO. 2019047882)
�-
BOUNDARY LINE
S. UE
30'F.S 26' A.E.
W
FOUND #6 REBAR AND 2-1/2" ALUMINUM CAP
9
30' F. SD. U.
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PT. NO. 12209
N: 713608.9225 N: 713581.767
N: 713586.70417
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REC. NO. 2019047882
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_
N: 1713214.3018 LAT: 39°47'27.58238"N
POINT OF
A.E.-
_
-
E: 3104388.8933 LONG: 105°07'42.71372"W
BEGINNING
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MONUMENTS SHALL BE SET PRIOR TO
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ASPHALT PAVEMENT. MONUMENT HARDWARE AND
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RANGE BOXES
WILL BE PROVIDED BY THE CITY OF WHEAT
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RIDGE UPON REQUEST
(303.235.2861)
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LEGEND
U. E.
UTILITY EASEMENT
F.S.D.
FRUITDALE SANITARY DISTRICT UTILITY EASEMENT
V.W.D.
VALLEY WATER DISTRICT UTILITY EASEMENT
A.E.
ACCESS EASEMENT / EMERGENCY ACCESS
EX U.E.
EXISTING UTILITY EASEMENT
R.O.W.
RIGHT OF WAY
O
FOUND 78 -7r --LONG 5 REBAR & 1 -1 4 ' RED PLASTIC CAP
STAMPED LS NO. 34591
O
SET 30' LONG #6 REBAR & 2' ALUMINUM CAP
STAMPED LS NO. 34591
.
SET 3-114" BRASS CAP ON 30" LONG & 2-1/4"
DIAMETER ALUMINUM PIPE STAMPED LS NO. 34591. THE
NUMBER REPRESENTS THE CITY MONUMENT DESIGNATION.
-
EXISTING EASEMENTS TO REMAIN (REC. NO. 2019047882)
EXISTING EASEMENTS HEREBY VACATED BY THIS PLAT
-------
EASEMENTS HEREBY GRANTED BY THIS PLAT
I 3
LOT LINES HEREBY AMENDED BY THIS PLAT
EXISTING LOT LINES TO REMAIN (REC. NO. 2019047882)
�-
BOUNDARY LINE
— — — — — SIDEWALK \ 20 - 6 7 d
— — — — — — — �� EASEMENT \
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3 �
-� 30' FSD. UE 26' u.E., \ ��` '� I 1 1 1 I I I ' }00
J J.E. 30' VWD. UE J?
REC NO 2020088500 A.E. \\ \ C� v? p U.E. U.E. U.E.
= 4. >_ - - - - - - - + \\ $ \ 20 �G S \ - U E 30' V. c1 D. U E AVE.3O REC o 0 U. E 2019073074
6' REC Na W. 51 ST #a _4. w
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NO. 2020088500
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DEDICATED
BY THIS PLAT 1 #97,82
--- - - --- - -�- -
PT. No. 13109 #9383 - - - - - W. 50TH AVENUE
S 1/4 CORNER SEC. 17
FOUND 2' DIAMETER PIPE (EX. 50' PUBLIC R.O.W.)
WITH 3-1/4" BRASS CAPIN RANGE BOX PLS 13212 --- - - -- - -- -
STATE PLANE COORD
N: 1710537.5325 LAT: 39°47'01.23408"N
E:3101757.2008 LONG: 105'08'16.56364"W
WHEAT RIDGE DATUM
N: 710969.0338
E: 102539.6519 THE RIDGE AT WARD STATION FILING NO. 2 J.N. 8130306505
0'11 2'4/Z.Did
�°
7777-
GRAPHIC SCALE
50 0 50 100
( IN FEET )
1 inch = 50 ft.
SHEET 4 OF 7
PROPOSED CONDITIONS
OVERALL PLAN
ENGINEER/SURVEYOR
LVA
10333 E. Dry Creek Rd.
Suite 240
Englewood, CO 80112
Tel: (720) 482-9526
CONSULTANTS CVLINC.NET
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90' Vwa. U.E. PRIVATE
REC Na. ALLEY F
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2020088500
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N: 712770.604
E: 10255�.929�
N: 712793.319
20 R 0 W HEREBY I
588°44'38"W 1036.22'
#9381
E: 103595.916
DEDICATED
BY THIS PLAT 1 #97,82
--- - - --- - -�- -
PT. No. 13109 #9383 - - - - - W. 50TH AVENUE
S 1/4 CORNER SEC. 17
FOUND 2' DIAMETER PIPE (EX. 50' PUBLIC R.O.W.)
WITH 3-1/4" BRASS CAPIN RANGE BOX PLS 13212 --- - - -- - -- -
STATE PLANE COORD
N: 1710537.5325 LAT: 39°47'01.23408"N
E:3101757.2008 LONG: 105'08'16.56364"W
WHEAT RIDGE DATUM
N: 710969.0338
E: 102539.6519 THE RIDGE AT WARD STATION FILING NO. 2 J.N. 8130306505
0'11 2'4/Z.Did
�°
7777-
GRAPHIC SCALE
50 0 50 100
( IN FEET )
1 inch = 50 ft.
SHEET 4 OF 7
PROPOSED CONDITIONS
OVERALL PLAN
ENGINEER/SURVEYOR
LVA
10333 E. Dry Creek Rd.
Suite 240
Englewood, CO 80112
Tel: (720) 482-9526
CONSULTANTS CVLINC.NET
PROPOSED COND TUNS
KEY MAP
LEGEND
U.E.
UTILITY EASEMENT
F.S.D.
FRUITDALE SANITARY DISTRICT UTILITY EASEMENT
V.W.D.
VALLEY WATER DISTRICT UTILITY EASEMENT
A.E.
ACCESS EASEMENT / EMERGENCY ACCESS
EX U. E.
EXISTING UTILITY EASEMENT
R.O.W.
RIGHT OF WAY
O
FOUND 18" LONG #5 REBAR & 1-1/4" RED PLASTIC CAP
STAMPED LS NO. 34591
0
SET 30" LONG #6 REBAR & 2" ALUMINUM CAP
STAMPED LS NO. 34591
##�
SET 3-1/4" BRASS CAP ON 30" LONG & 2-1/4"
DIAMETER ALUMINUM PIPE STAMPED LS NO. 34591. THE
NUMBER REPRESENTS THE CITY MONUMENT DESIGNATION.
----
EXISTING EASEMENTS TO REMAIN (REC. NO. 2019047882)
90°00'00"
EXISTING EASEMENTS HEREBY VACATED BY THIS PLAT
--------
EASEMENTS HEREBY GRANTED BY THIS PLAT
C4
LOT LINES HEREBY AMENDED BY THIS PLAT
40°23'54"
EXISTING LOT LINES TO REMAIN (REC. NO. 2019047882)
-�
BOUNDARY LINE
CURVE TABLE
CURVE NO.
RADIUS
DELTA
LENGTH
CHORD DIRECTION
CHORD LENGTH
C1
13.00'
90°30'08"
20.53'
N45°33'43"W
18.47'
C2
13.00'
90°00'07"
20.42'
S45°18'30"E
18.39'
C3
26.00'
90°00'00"
40.84'
S44`41'27"W
36.77'
C4
27.00'
40°23'54"
19.04'
N19°53'23"E
18.65'
C5
53.00'
40°23'54"
37.37'
N19°53'23"E
36.60'
C6
13.00'
49°19'03"
11.19'
N65°01'55"E
10.85'
C7
13.00'
89°29'53"
20.31'
544'26'18"W
18.30'
C8
10.00'
90°30'08"
15.80'
N45°33'43"W
14.20'
C9
113.00'
2°31'51
4.99'
N61'1 1'28"E
4.99'
C10
26.00'
90°30'06"
41.07'
S45°33'40"E
36.93'
C11
52.00'
90°30'13"
82.14'
S45°33'40"E
73.86'
LINE TABLE
LINE NO.
DIRECTION
LENGTH
L1
S46°04'02"W
18.34'
L15
N00°48'46"W
10.00'
L16
N89°11'14"E
10.00'
L17
N00°48'46"W
10.00'
L19
N00`18'34"W
10.00'
L20
N89°41'26"E
10.00'
L21
N00°18'34"W
10.00'
GRAPHIC SCALE
30 0 30 60
( IN FEET )
1 inch = 30 ft.
THE RIDGE A T WARD STA TION, FILING NO. 2
BEING A PART OF THE
POINT OF COMMENCEMENT
PT. NO. 12109
C 1/4 CORNER SEC. 17
FOUND #6 REBAR AND 2-1/2" ALUMINUM CAP
IN RANGE BOX PLS 27609
STATE PLANE COORD
N: 1713176.7555 LAT: 39°47'27.31690"N
E: 3101742.8843 LONG: 105°08'16.61228"W
CITY WHEAT RIDGE DATUM
N: 713608.9225
E: 102525.3318
A REPEAT OF THE RIDGE AT WARD STATION (REC. NO. 2019047882)
SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 3 SOUTH, RANGE 69
CITY OF WHEAT R DGE, COUNTY OF JEFFERSON, STATE OF COLORADO
SHEET 5 OF 7
W. 52ND AVENUE
� (EX. 60' PUBLIC R.O.W.) -�
CITY OF WHEAT RIDGE -�!
N89'11'13"E 2646.81'
_(BASIS OF BEARINGS)
LINE, SE 1 4 SEC. 17
#9390
_582°16'17"E POINT OF EX. 3' PUBLIC R.O.W.
201 98, BEGINNING EX.
184.00'-REC. NO. 2019047882 0
(TIE)
"E 348 12'
WEST OF THE 6TH P.M.,
PT. NO. 12209
E 1/4 CORNER SEC. 17
FOUND 2" DIAMETER PIPE WITH
3-1/4" BRASS CAP
IN RANGE BOX PLS 13212
-- --ZOWD-F�DATE PLANE COORD
N:1713214.3018 LAT: 39°47'27.58238"N
E: 3104388.8933 LONG:105°07'42.71372"W
WHEAT RIDGE DATUM
N: 713646.4783
E: 105172.0083
CITY OF WHEAT RIDGE I�� __- --
EX. 3' PUBLIC R.O.W. � .,W = _--V_
REC. NO. 2019047882 888 6--
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v I 1,271 S.F. TRACT O D o LL U m L U o c a LL U co cn a �j, / 00 ti� y'00 5 L! t. 00,
_ N n n n Q n � a Ln N a Ln vi a 0 0 ,.n n / L�' �l m 14 0
_ L�Eo.o2s Ac. S�31 s.F.� N N00
0 7 0 1 1,367 S. F. 32"E 518.08'
0.003 AC. �- 3 o n 3 N N 3 N N 3 N o N o 3 o TRACT P �N 0.031 AC. 500 8 39"E
S89'41'26"W 57.00' o � N o N o O 3 1 _58
N 88°57
l_
o o o n 3 1,977 S.F. 589°41'21"W 57.00' 16.82' 472
2.78- X5.00'
co 3 { ro' 00 ao 00 n � c° 0.045 AC. ��
7
1,3312 S.F. Ni CD 00 = o N o co o v o
-L-5.96' 0.031 AC. 1 26' 0.E., z z z z z O o o , MATCHLINE - SEE SHEET 6
- - MATCHLINE - SEE SHEET 7
y 5 --5' UE z
� 889°41'26"W 55.66' � 4.E O z
2.19'-,, - -
O' 446'1 T�400 0_009 AC. 26.00' 23.46_-_ - 20.29' 20.28' _ 20.30'- 20.29' --- - 15.01' 6 ,
589'41'26"W 215.22' � � � G
SHEET
= m =
MATCHLINE - SEE SHEET 6 PROPOSED CONDITIONS
°?I2Yh�zo
THE RIDGE AT WARD STATION FILING NO. 2 J.N. 813030650E
NORTHWEST PLAN
ENGINEER/SURVEYOR
C LvA L
CONSULTANTS
10333 E. Dry Creek Rd.
Suite 240
Englewood, CO 80112
Tel: (720) 482-9526
CVLINC. NET
oc)9,99q
LEGEND
U.E.
UTILITY EASEMENT
F.S.D.
FRUITDALE SANITARY DISTRICT UTILITY EASEMENT
V.W.D.
VALLEY WATER DISTRICT UTILITY EASEMENT
A.E.
ACCESS EASEMENT / EMERGENCY ACCESS
EX U.E.
EXISTING UTILITY EASEMENT
R.O.W.
RIGHT OF WAY
O
FOUND 18" LONG #5 REBAR & 1-1/4" RED PLASTIC CAP
STAMPED LS NO. 34591
O
SET 30 LONG #6 REBAR & 2" ALUMINUM CAP
STAMPED LS NO. 34591
N43°44'38"E
SET 3-1/4" BRASS CAP ON 30" LONG & 2-1/4"
DIAMETER ALUMINUM PIPE STAMPED LS NO. 34591. THE
NUMBER REPRESENTS THE CITY MONUMENT DESIGNATION.
- - - -
EXISTING EASEMENTS TO REMAIN (REC. NO. 2019047882)
32°46'48"
EXISTING EASEMENTS HEREBY VACATED BY THIS PLAT
-
EASEMENTS HEREBY GRANTED BY THIS PLAT
C15
LOT LINES HEREBY AMENDED BY THIS PLAT
56°16'23"
EXISTING LOT LINES TO REMAIN (REC. N0. 2019047882)
N62°10'22"W
BOUNDARY LINE
CURVE TABLE
CURVE NO.
RADIUS
DELTA
LENGTH
CHORD DIRECTION
CHORD LENGTH
C12
13.00'
89'59'53"
20.42'
S44°41'30"W
18.38'
C13
13.00'
90'00'00"
20.42'
N43°44'38"E
18.38'
C14
118.50'
32°46'48"
67.80'
N17°38'46"W
66.88'
C15
13.00'
56°16'23"
12.77'
N62°10'22"W
12.26'
C16
63.00'
56°16'25"
61.88'
N62°10'22"W
59.42'
C17
63.00'
32'46'49"
36.04'
N17°38'46"W
35.55'
C18
37.00'
56°16'23"
36.34'
N62°10'22"W
34.90'
C19
37.00'
32°46'48"
21.17'
N17°38'46"W
20.88'
C20
26.00'
90°56'50"
41.27'
S45°46'58"E
37.07'
C21
13.00'
74°24'34"
16.88'
S03'1 0'07"W
15.72'
C22
13.00'
80°08'22"
18.18'
S74°06'21 "E
16.74'
C23
181.50'
22°55'10"
72.60'
S77°17'03"W
72.12'
LINE TABLE
LINE NO.
DIRECTION
LENGTH
L2
N89°41'26"E
26.00'
L3
N89°43'41 "E
10.00'
L4
S00'1 8'33"E
9.83'
L5
S89'43'41 "W
9.50'
L6
N00°18'34"W
9.84'
L7
S00°18'34"E
57.01'
L8
N01'1 5'22"W
7.39'
L9
N55°57'50"E
11.19'
GRAPHIC SCALE
30 0 30 60
( IN FEET )
1 inch = 30 ft.
THE RIDGE A T WARD STA TION, FILING NO.2
A REPLAT OF THE RIDGE AT WARD STATION (REC. NO. 2019047882)
BEING A PART OF THE SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.,
CITY OF WHEAT R DGE, COUNTY OF JEFFERSON, STATE OF COLORADO
SHEET 6 OF 7
MATCHLINE - SEE SHEET 5
MATCHLINE- SEE SHEET 5 m�����������i��������
m������������������������ -L
S89°41'26"W 215.22' i 1 F S88'44'38"W 57.0010,
'
LO c 15
11.338 S.F.
LC) in ��p �� N 0.031 AC. N
� " "� ` j k S88'44'38"W 57.00' � a m
1
W. 51ST AVE. j y 0 a
- - -- - N89*41 n "c � EX. 63' R.O.W. Oa' #9387 U o II�1.157 16
'00 o o� � �
o M
-
-o.00, - 0 26 I) REC. NO. 2019047882 M N
o TRACT W 0 02 AC. '
Ln
o 21,753 sj S88'44'38"W 57.00'
0.499 ACLn
_
17 � D 6 , ~
1,157 S.F.
o 0.027 AC. r W
2.19'
588°44'38"W 57.00' J _
44.00' + S89'41'26"W 211.85' _ Cis
G� \ TRACTX 376 S.F. m 26.00' - 23.46' 20.29' 20.29' 20.29' 20.29' 23.40' 11.64 3N' Q 1
0.009 AC. ---------------------- i ,/ - m: -m �N � N (n
' S89°41'26W 55.63' 0 i N �/� 18 N Q W
�_ � � LIE 9
� "' 1.271 S.F. N _ > W
-6.03 o 0 0 o rn 6, N i 0.029 AC. z d _ �
,D o 0 0 0 � � o _
1 I � TRACT GG ro 00 eo 5 U v �v N� y,' 2 588'44'38"W 57.00'
EX. 14.5 N. U. W. _y I 1.335 S.F. 127 S.F. Ln In U Q vi a � N a 0o a °o° L v o Q S. 3 O' Q. o I I , W
REC. N0. 2019047882- 0.031 Ac. S; 0.003 AC. Q r. 63� ° z Z
�' O�0 �' �0 �o 3 0 000 �� TRACT FF
S89°41'26"W 57.00' o,
o o o , o - 0o M `n 1,560 S.F. N I 1,2719 S. F. N , _
coXN
J''. N N
_ � ro m ro/ _ N 0.029 AC. (�
N 2 N O o O N co c �' \ �/` \o_ o S88 -44'38"W 57.00' I - 1--
1,157 S.F. Q, O o 0 o O o rn o _ v
N 0.027 AC. - z z z z O z z\\ J 9. - Q
�� SIDEWA
-- -00
60' EX. R.O.W. i S89'41'26"W 57.00' I- 26� E y - - +- - _ - _ - - - _ L=1.22 _ _ EASEME\ 20
S0"W 3 23.46'- - -20.29` - - 20.29_ -19.07' --=20-- r \ g I 1,451 S.F. Nj o 1,157 S.F. o' 2.19' N89'41'26"E 85.30' �p� - 0033 AC.30'-� 30' -�T bF 26' U.E., A.E 1g,'C OTRACTW13&W 57.00'0.027 AC. n C.S89'41'26'W 57.00' �4 6 S.F.
Ci.E I f 7,3C1 =4 °fix X55 8 JT.� V ° 34.62' 0.010 AC_ 26.00'
22.58' r ----------
o a TRACT D DETAIL A \- 6p \ \ 271 s F p0 \ o L- I N88'44'38"E 510.90'
N 4 N 20 401 S.F. \ 0.029 AC. 5l \�� �c . -� i g8
S89'41'26"W _85.30_' _ _ Q L ,37 G23
o� o 0.027 Ac. 0.468 AC. ---------------- { _ %8 �.m'\� o� \ �, o, O f�`�
w 1,157 S.F. O
LL] z S89'41'26' W 57.00' J S89'41'26"W 57.20' L=0.91 ��\ h�5 \ -2.50' 2 O 2 '
< 0 � O c?, s�
\
dDO OOw No I I d I 5 90
O d rn 334 Sp.,c.,0 _ O-0
Li
-
z= 5 1.395 SF. 5
0.031 A S.F. 0.032 AC.N,85'44 #=
38� R
4 19
O U 0.027 AC.
D s TRACT EE � 4
O . -142 S.F. c
-
'
wcl�J S89'41'26' W 57.20' \ \ i TRACT D O� �j; \ r��� 10 0.003 AC. \ c�
o � J � co TRACT HH 20,401 S.F. o: \ �� 367 S.F.
v �I s ISN Q NI 10 2 \ 2 o
CC W N N 1.275 S.F. 7,118 S.F.
(,,Ln 448 S.F. n mIN m 0.163 AC. \� .468 AC. \ 0.031 AC. 5 \ "-,DQ,
0.033 AC. Q 0.029 AC. I \ 2.50'=
589LC)°41'26"W 57.00' a 589°41'26"W 57.20' \ qpm 0��\ N� 1,1571 S. F.
652 S.F. o a I \ L 0.027 AC. c -
88'44'38"W 72 62' 6 y \ \ F \ 9
0 �
�
TRACT Y 0.015 AC.
01 .
3
Q
O-
M
of
O N
1,275 S.E.
0.029 AC.✓
S89°41'26"W 57.00'
co
- z -
yl
z
7
r.
S89'41'26"W 57.20'
Q
-
O
N
1,451 S.F.ly
m
I
>
O
0.033 AC.
D
4
X
Z
S89'41'26"W 57.00'
J
N
-�
1,395 S.F.
0.032 AC.
LL]
� I�
�' v.E
I
nF_ tiu. ��4.2
3'
o
iN
6
m
NI
_"J 1088520
589'41'26"W 56.86'
o I
1,157 S.F.
o
\
N
0.027 AC.
`�
�0
TRACT
F
{
S89'41 26"W 57.00'
I
c`'O�aQ\ 0.163 AC.
S-
--45.49'
00 25.94 J 22.29 24.40'
0 0 0 0 A
0 0 0 )
U r L� U r -
n vi Q n N Q n U) a Ln
co MNO r) 0
N o N O N _ O N
N N
Ln Ln d) T
L- 7.
o 0 0 0.
---- X5,94'-- - X2.29'-- X4.40'
i \ --L=4.69' •cj1 �0 \ ,,
6 \
1,1992 S.F. 6�1p \ ,S
0.028 AC. \
\ \ 55� L=12.86'-'
\\i �\ 13 '
1,570 S.F. R \
RACT HH 0.036 AC. p1) '
16 S.F. 1 �=10.36' F TRACT DD 1,-
163 AC. g �5p 923 S.F. Q
-I L O ��54 0.021 AC. '
- 5.94'- ----58.29'------
26.13 ,,. - N01 -1522"W_ S88'44'38"W 74.23' '
N I 9 °N -I S88°44'38"W 144.24' 7.39
EX. 14.5 R.O.W. I 1 - 0�
-�0 1,157 S.F. o
REC. N0, 2019047882 N 0.027 Ac.
w REQ
S89'41'26"W 57.00' I 20 011 S F. TRACT D 3N F.SD. UNO.Rt PRIVATE ALLEY F Q 2019073074 201 0.7304 N I
0.468 AC. -RE . N7. 2020088500 6.66'
N 10 I m 2.29'- 3.84'
1 0) 1.157 S.F. of - - --- -- 588°44'38"W ?73.42 -1- --- ---- f ------------ ' f`
T 0.027 AC. 23.46'- - -20.29' -t 20.29'- - -20.29' _ 2Q 29' 23.40'_ 8.44 23.46'- - - 20.29'- - -20.29 - - 20.29' - -20.- 29'- - - 23.40'-
S89'41'26'W 57.00' -- CS� v 00 LIJ
00 W
I ® C�.- m o o �� T-
')0: 0 0 o m o 0 0 0 0 o M
C. N O O O lL U Li U U L� j O L� Ci O LL UQ O LL Q i c�ii a r i vi Q 'n LfjH � ' i/ J
1,157 S.F. L2 o cv U r U r a Q n Q vi Q `n cn LLI
0.027 AC. 6.31 - r Ui Q �n U Q Ln Ui ¢ �n U C n Ui n ^ r, O o N LLI
---- d = �N N 3 nN nN '`> Q
--- r r` r` N n �o =O �o �o N ' (n S00°18'34 E' f
n M rn N Ln N ?i to N O _ � O O O N N _ N .- O N 0�
S89'41'26"W 57.00' ��' K) o N �o N =o N N o N �U N �o N To N �o N �o N �o N n o o ' 4.21'
a TRACT AA -- o N o N o N o N o N N Q N Ln n n z W SIDEWALK _
157 S.F.-- N n in n N M N o , EASEMENT ;
L4 O rn N N N NCD O Z '
43 -
293 S.F. 0.004 AC. 0 n c� v In �° o - o 00 O o o CD z z
0
12 o = 0 0 o z z o z z z I S1 5'08'59"W
2,467 S.F. ,D o z z z z ® F_ -j L=6.63'- , _ N55°57'50"E : ,�/ ��; g
o. L5 0.007 AC. 0.057 AC. z --------- --- o 16.72' f ��� i 5.35'
� -------
- 20,29' 20.29 20.29' 17.05'
J
4 --2--- --0-- -,-'- - "8.44' 3.46' 29'
35 23.6 029'
1' ,2' .' 9 2340'
19.50 5884438W - G Q
\
344.37'
EX. 20' R.O.W.
3.23 REC. NO. 2019047882 C\704>,
ISI
PROPOSED COND TIONS
KEY MAP
DETAE A
L"
LOT r_
TRACT EE
"'D ,
SIDEWALK
EASEMENT
S55°57'50"W
L=3.86' >' 20.30'
--- 30' S88°44'38"W 1036.22'
R=63.00'
,A=3°30'49"-
CHB=N59°03'59"W
04 - ' CH=3.86' L=3.76'
N 5' U L -
R=63.00' ``
#9383 0 W. 50TH AVENUE - - =
3°2
w- - EX. 50' PUBLIC R.O.W.) - 0 523 '
' CHB-N55`35'S3"W
CH=3.76'
N ' 30' FSO. UE
8Y SEf ARA TE DOCUMENT
REC NO -----------
PT.---
PT. N0. 13109 ,
S 1/4 CORNER SEC. 17
' FOUND 2" DIAMETER PIPE WITH ,
3-1/4" BRASS CAP
IN RANGE BOX PLS 13212
STATE PLANE COORD
N: 1710537.5325 LAT: 39°47'01.23408"N
c.
E: 3101757.2008 LONG:105°08'16.56364W
WHEAT RIDGE DATUM
N: 710969.0338
E: 102539.6519
SCALE-.
THE RIDGE AT WARD STATION FILING N0. 2 J.N- 8130306502
1" 109
SHEET 6 OF 7
PROPOSED CONDITIONS
SOUTHWEST PLAN
ENGINEER/SURVEYOR
10333 E. Dry Creek Rd.
Suite 240
Englewood, CO 80112
C kvA L Tel: (720) 482-9526
CONSULTANTS CVLINC.NET
i \ --L=4.69' •cj1 �0 \ ,,
6 \
1,1992 S.F. 6�1p \ ,S
0.028 AC. \
\ \ 55� L=12.86'-'
\\i �\ 13 '
1,570 S.F. R \
RACT HH 0.036 AC. p1) '
16 S.F. 1 �=10.36' F TRACT DD 1,-
163 AC. g �5p 923 S.F. Q
-I L O ��54 0.021 AC. '
- 5.94'- ----58.29'------
26.13 ,,. - N01 -1522"W_ S88'44'38"W 74.23' '
N I 9 °N -I S88°44'38"W 144.24' 7.39
EX. 14.5 R.O.W. I 1 - 0�
-�0 1,157 S.F. o
REC. N0, 2019047882 N 0.027 Ac.
w REQ
S89'41'26"W 57.00' I 20 011 S F. TRACT D 3N F.SD. UNO.Rt PRIVATE ALLEY F Q 2019073074 201 0.7304 N I
0.468 AC. -RE . N7. 2020088500 6.66'
N 10 I m 2.29'- 3.84'
1 0) 1.157 S.F. of - - --- -- 588°44'38"W ?73.42 -1- --- ---- f ------------ ' f`
T 0.027 AC. 23.46'- - -20.29' -t 20.29'- - -20.29' _ 2Q 29' 23.40'_ 8.44 23.46'- - - 20.29'- - -20.29 - - 20.29' - -20.- 29'- - - 23.40'-
S89'41'26'W 57.00' -- CS� v 00 LIJ
00 W
I ® C�.- m o o �� T-
')0: 0 0 o m o 0 0 0 0 o M
C. N O O O lL U Li U U L� j O L� Ci O LL UQ O LL Q i c�ii a r i vi Q 'n LfjH � ' i/ J
1,157 S.F. L2 o cv U r U r a Q n Q vi Q `n cn LLI
0.027 AC. 6.31 - r Ui Q �n U Q Ln Ui ¢ �n U C n Ui n ^ r, O o N LLI
---- d = �N N 3 nN nN '`> Q
--- r r` r` N n �o =O �o �o N ' (n S00°18'34 E' f
n M rn N Ln N ?i to N O _ � O O O N N _ N .- O N 0�
S89'41'26"W 57.00' ��' K) o N �o N =o N N o N �U N �o N To N �o N �o N �o N n o o ' 4.21'
a TRACT AA -- o N o N o N o N o N N Q N Ln n n z W SIDEWALK _
157 S.F.-- N n in n N M N o , EASEMENT ;
L4 O rn N N N NCD O Z '
43 -
293 S.F. 0.004 AC. 0 n c� v In �° o - o 00 O o o CD z z
0
12 o = 0 0 o z z o z z z I S1 5'08'59"W
2,467 S.F. ,D o z z z z ® F_ -j L=6.63'- , _ N55°57'50"E : ,�/ ��; g
o. L5 0.007 AC. 0.057 AC. z --------- --- o 16.72' f ��� i 5.35'
� -------
- 20,29' 20.29 20.29' 17.05'
J
4 --2--- --0-- -,-'- - "8.44' 3.46' 29'
35 23.6 029'
1' ,2' .' 9 2340'
19.50 5884438W - G Q
\
344.37'
EX. 20' R.O.W.
3.23 REC. NO. 2019047882 C\704>,
ISI
PROPOSED COND TIONS
KEY MAP
DETAE A
L"
LOT r_
TRACT EE
"'D ,
SIDEWALK
EASEMENT
S55°57'50"W
L=3.86' >' 20.30'
--- 30' S88°44'38"W 1036.22'
R=63.00'
,A=3°30'49"-
CHB=N59°03'59"W
04 - ' CH=3.86' L=3.76'
N 5' U L -
R=63.00' ``
#9383 0 W. 50TH AVENUE - - =
3°2
w- - EX. 50' PUBLIC R.O.W.) - 0 523 '
' CHB-N55`35'S3"W
CH=3.76'
N ' 30' FSO. UE
8Y SEf ARA TE DOCUMENT
REC NO -----------
PT.---
PT. N0. 13109 ,
S 1/4 CORNER SEC. 17
' FOUND 2" DIAMETER PIPE WITH ,
3-1/4" BRASS CAP
IN RANGE BOX PLS 13212
STATE PLANE COORD
N: 1710537.5325 LAT: 39°47'01.23408"N
c.
E: 3101757.2008 LONG:105°08'16.56364W
WHEAT RIDGE DATUM
N: 710969.0338
E: 102539.6519
SCALE-.
THE RIDGE AT WARD STATION FILING N0. 2 J.N- 8130306502
1" 109
SHEET 6 OF 7
PROPOSED CONDITIONS
SOUTHWEST PLAN
ENGINEER/SURVEYOR
10333 E. Dry Creek Rd.
Suite 240
Englewood, CO 80112
C kvA L Tel: (720) 482-9526
CONSULTANTS CVLINC.NET
N I 9 °N -I S88°44'38"W 144.24' 7.39
EX. 14.5 R.O.W. I 1 - 0�
-�0 1,157 S.F. o
REC. N0, 2019047882 N 0.027 Ac.
w REQ
S89'41'26"W 57.00' I 20 011 S F. TRACT D 3N F.SD. UNO.Rt PRIVATE ALLEY F Q 2019073074 201 0.7304 N I
0.468 AC. -RE . N7. 2020088500 6.66'
N 10 I m 2.29'- 3.84'
1 0) 1.157 S.F. of - - --- -- 588°44'38"W ?73.42 -1- --- ---- f ------------ ' f`
T 0.027 AC. 23.46'- - -20.29' -t 20.29'- - -20.29' _ 2Q 29' 23.40'_ 8.44 23.46'- - - 20.29'- - -20.29 - - 20.29' - -20.- 29'- - - 23.40'-
S89'41'26'W 57.00' -- CS� v 00 LIJ
00 W
I ® C�.- m o o �� T-
')0: 0 0 o m o 0 0 0 0 o M
C. N O O O lL U Li U U L� j O L� Ci O LL UQ O LL Q i c�ii a r i vi Q 'n LfjH � ' i/ J
1,157 S.F. L2 o cv U r U r a Q n Q vi Q `n cn LLI
0.027 AC. 6.31 - r Ui Q �n U Q Ln Ui ¢ �n U C n Ui n ^ r, O o N LLI
---- d = �N N 3 nN nN '`> Q
--- r r` r` N n �o =O �o �o N ' (n S00°18'34 E' f
n M rn N Ln N ?i to N O _ � O O O N N _ N .- O N 0�
S89'41'26"W 57.00' ��' K) o N �o N =o N N o N �U N �o N To N �o N �o N �o N n o o ' 4.21'
a TRACT AA -- o N o N o N o N o N N Q N Ln n n z W SIDEWALK _
157 S.F.-- N n in n N M N o , EASEMENT ;
L4 O rn N N N NCD O Z '
43 -
293 S.F. 0.004 AC. 0 n c� v In �° o - o 00 O o o CD z z
0
12 o = 0 0 o z z o z z z I S1 5'08'59"W
2,467 S.F. ,D o z z z z ® F_ -j L=6.63'- , _ N55°57'50"E : ,�/ ��; g
o. L5 0.007 AC. 0.057 AC. z --------- --- o 16.72' f ��� i 5.35'
� -------
- 20,29' 20.29 20.29' 17.05'
J
4 --2--- --0-- -,-'- - "8.44' 3.46' 29'
35 23.6 029'
1' ,2' .' 9 2340'
19.50 5884438W - G Q
\
344.37'
EX. 20' R.O.W.
3.23 REC. NO. 2019047882 C\704>,
ISI
PROPOSED COND TIONS
KEY MAP
DETAE A
L"
LOT r_
TRACT EE
"'D ,
SIDEWALK
EASEMENT
S55°57'50"W
L=3.86' >' 20.30'
--- 30' S88°44'38"W 1036.22'
R=63.00'
,A=3°30'49"-
CHB=N59°03'59"W
04 - ' CH=3.86' L=3.76'
N 5' U L -
R=63.00' ``
#9383 0 W. 50TH AVENUE - - =
3°2
w- - EX. 50' PUBLIC R.O.W.) - 0 523 '
' CHB-N55`35'S3"W
CH=3.76'
N ' 30' FSO. UE
8Y SEf ARA TE DOCUMENT
REC NO -----------
PT.---
PT. N0. 13109 ,
S 1/4 CORNER SEC. 17
' FOUND 2" DIAMETER PIPE WITH ,
3-1/4" BRASS CAP
IN RANGE BOX PLS 13212
STATE PLANE COORD
N: 1710537.5325 LAT: 39°47'01.23408"N
c.
E: 3101757.2008 LONG:105°08'16.56364W
WHEAT RIDGE DATUM
N: 710969.0338
E: 102539.6519
SCALE-.
THE RIDGE AT WARD STATION FILING N0. 2 J.N- 8130306502
1" 109
SHEET 6 OF 7
PROPOSED CONDITIONS
SOUTHWEST PLAN
ENGINEER/SURVEYOR
10333 E. Dry Creek Rd.
Suite 240
Englewood, CO 80112
C kvA L Tel: (720) 482-9526
CONSULTANTS CVLINC.NET
SCALE-.
THE RIDGE AT WARD STATION FILING N0. 2 J.N- 8130306502
1" 109
SHEET 6 OF 7
PROPOSED CONDITIONS
SOUTHWEST PLAN
ENGINEER/SURVEYOR
10333 E. Dry Creek Rd.
Suite 240
Englewood, CO 80112
C kvA L Tel: (720) 482-9526
CONSULTANTS CVLINC.NET
oaooq$Rq7
PROPOSED COND T ONS
KEY MAP
LEGEND
U.E.
UTILITY EASEMENT
F.S.D.
FRUITDALE SANITARY DISTRICT UTILITY EASEMENT
V.W.D.
VALLEY WATER DISTRICT UTILITY EASEMENT
A.E.
ACCESS EASEMENT / EMERGENCY ACCESS
EX U.E.
EXISTING UTILITY EASEMENT
R.O.W.
RIGHT OF WAY
O
FOUND 18 LONG #5 REBAR & 1-1/4" RED PLASTIC CAP
STAMPED LS NO. 34591
O
SET 30" LONG #6 REBAR & 2" ALUMINUM CAP
STAMPED LS NO. 34591
- _
SET 3-1/4" BRASS CAP ON 30" LONG & 2-1/4"
DIAMETER ALUMINUM PIPE STAMPED LS NO. 34591. THE
NUMBER REPRESENTS THE CITY MONUMENT DESIGNATION.
C26
EXISTING EASEMENTS TO REMAIN (REC. NO. 2019047882)
90°25'13"
EXISTING EASEMENTS HEREBY VACATED BY THIS PLAT
--------
EASEMENTS HEREBY GRANTED BY THIS PLAT
C27
LOT LINES HEREBY AMENDED BY THIS PLAT
90°00'00"
EXISTING LOT LINES TO REMAIN (REC. NO. 2019047882)
-
BOUNDARY LINE
CURVE TABLE
CURVE NO.
RADIUS
DELTA
LENGTH
CHORD DIRECTION
CHORD LENGTH
C24
13.00'
89°02'43"
20.20'
N44°13'17"E
18.23'
C25
118.50'
17°52'45"
36.98'
S79°48'16"W
36.83'
C26
13.00'
90°25'13"
20.52'
S25°39'17"W
18.45'
C27
13.00'
90°00'00"
20.42'
S46'1 5'22"E
18.38'
C28
13.00'
90°57'17"
20.64'
N45°46'43"W
18.54'
C29
150.00'
2°47'31
7.31'
N01 '05'48"E
7.31'
LINE TABLE
LINE NO.
DIRECTION
LENGTH
L10
N88°44'38"E
10.00'
L11
S01'15122"E
9.00'
L12
N88°44'38"E
9.00'
L13
S01'1 5'22"E
10.00'
L14
N88°44'38"E
26.00'
L22
S01'1 5'22"E
10.00'
L23
S88°44'38"W
5.00'
L24
S01'1 5'22"E
6.50'
L25
N88"44'38"E
5.00'
L26
S01°15'22"E
6.50'
L27
S01'1 5'22"E
10.00'
L28
N88°44'38"E
15.00'
L29
S01'1 5'22"E
10.00'
LINE TABLE
LINE NO.
DIRECTION
LENGTH
L30
S01 °15'22"E
6.50'
L31
N88°44'38"E
5.00'
L32
S01'1 5'22"E
6.50'
L33
S01 °15'22"E
10.00'
L34
N88°44'38"E
15.00'
L35
S01 °15'22"E
10.00'
L36
501'23'28"E
6.50'
L37
N88'44'38"E
5.00'
L38
S01 °23'28"E
6.50'
L39
S01'1 5'22"E
10.00'
L40
N88°44'38"E
15.00'
L41
S01'1 5'22"E
10.00'
GRAPHIC SCALE
30 0 30 60
( IN FEET )
1 inch = 30 ft.
THE RIDGE A T WARD STA TION, FILING NO. 2
A REPLAT OF THE RIDGE AT WARD STATION (REC. NO. 2019047882)
BEING A PART OF THE SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.,
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
SHEET 7 OF 7
MATCHLINE - SEE SHEET 5
mmmmmmmmmmmmm
TRACT B
----16.878 C. N88°57'32"E 518.08'
-355.95' 0.387 AC.
4/2758
1 -5.00'
TRACT U
N88°57'32"E 518.08'
TRACT U
13,970 S.F.
S00 18 39 E 13,970 S.F. 0.321 AC.
16.82' 0.321 AC. -1. 46.35'
79'
- - -N88°44'38"E
SB8°44'38"W 431.00 57.00 I 11.00 1 57.00 26.00' 20.35'
57.00 11.00 57.00 - -26.00 - -
61.00 11.00 57.00 -26.00- - 1-`
1 �- 00 1001 I 12
I 1 -1 1 12 00 1 �I 1,338 S.F-
co 1 1001 I 12 1 a. 1,338 S.F. r IN Z. 452 S.F. I N N 0.031 AC. N 1
' j 1,338 S.F. M Ln 1,452 S.F. 1 NI N. E N 0.033 AC. I ry f '
I N T, C. G!!G'' N 0.033 AC. � N 0.031 AC. � { � �T g:,)
1,554 S.F. N' N 0.031 AC.
N 0.036 AC. 11 U t 1 1 t.
588°44' 38"W 57.00' ,4Er NO
E
S88 -44'38"W 57.00' 588'44'38' W 57.00' S88'44'38�W 57-00' I U Ia, I 11 .^�/9(�i30 4
588'44'38"W 61.00' _ Q I S88'44'38' W 57.00'
1 �I l� 11 oN' Cn 2 1 mI Q t o I 1
T 2 N 1,157 S.F. o _ 0'.0 7 S.F. o N
1 NI N. N
2 1 s7 S.F. o' _ N U I� 0.027 AC. N' } N 57 S.F. of NII x027 Ac. J
157 S.F. o 0.027 AC ,-
238 S.F- I o�� 0.027 Ac. N' w O.o27 Ac. N I I I I L�.c S88°44'38"W 57.00''3, Q 1
0.028 Ac. 1 - t-�'UE I
w I ~ I S88'44'38"W 57.00' I Q S88'44'38"W 57.00 1 1 10 ° 1
W I I I 588'44'38"W 57.00' Q 9 S88'44'38"W 57.00'
n 588'44'38"W 61.00' 1 I w 10 °N,'6 ~ a mi 0) rniCD Q o
W 10 H ° a mlrn rnrn 157 S.F. o'� Q MO.N 3 I N'r r o 1 1,157 S.F.
3 r r N N > � 0 1,157 S.F. oIM1 0.027 AC. �' a M
_ } ° a 3 Nr rN 1.157 S.F. oM Q MN I iv o
' w1 N 1 c o I > 0 1,157 S.F. o'I (6 (40 I 0.027 AC. N 0.027 AC, 1 U z
w j 1,238 S.F. N co 01 0.027 AC. N 0.027 AC. N '2 M N 3 0- I 1 N �
�jJ w N 0.028 AC. 1 I I �' a �i I I S88°44'38"W 57.00' I N TRACT H w a
S88'44'38"W 57.00' N N _ �' o n 3,510 S.F. n n
Q 1 I 1 N o TRACT G I S88'44'38"W 57.00' 1 N N16 1 9 N. N o
LLIr S88°44'38"W 57.00' N TRACT F N 588.44'38"W 57.00' �'
_ �j N NIN 9 N n 3,557 S.F. m N N N 1 0.081 AC. N
~LL' N S88 -44'38"W 61.00' 1 3 I �1n 3,557 S.F. n 4 N No 1,157 S.F. o,o ;n
SIN NIN I 9 N ° 0.082 AC. 4 N:iN Njp 1.157 S.F. 0 0 0.082 AC. o,a 1,157 S.F. O: N 1 0.027 AC. z
a 0 N I 0.027 AC. z zN 1
W D N 4 0 'Ln inlo 57 S.F. o o z o N n n. N o'
' a o N I 0.027 Ac. N o:02� nc. I Ali 1 0.027 Ac. z z o
1,238 S.F. N : 1 0 o
Z z N 0.028 Ac. 1 o I S88'44'38"W 57.00' 1
J , z - { I z z! I S88'44'38"W 57.00' 1 S88'44'38"W 57.00'
_ { I S88°44'38"W 57.00' 588'44'38"W 57.00' I i� I m a N 8 N
U S88°44'38"W 61.00 1 D I 1 rn N 8 N N 5 N' Q o I 1,157 S.F. o
o N'� U 8 0 �� 5 NI 1,157 S.F. �� �.D. -' F o I 'N 1 0.027 AC.
NN I o I 1,157 S. F- of
F ' S 1,157 S.F. o
N Q o I o 1,157 S.F. of N I 0.027 AC. 0.027 AC. r
Q 1,238 S.F. N 1 0.027 AC. ` N 0.027 AC. N 1 i+ =i rr 5 S88 44 38 W 57.00'
kt N� TEC_ NO. � 70_C10FftL0[I
o N -
N 0.028 AC. - _
1-�OC�O 8`UU 71 - I S88°44'38' W 57.00' ��J_�88 uD I S88'44'38"W 57.00' vi a
L S88°44'38"W 57.00' I S88°44'38"W 57.00' I vi Q I n I 1
' 588°44'38"W 61.00 v Q I I IL, n1 2 11n 7
�Ln I o, o iE (<E.. 0.039 AC. 1 r)
n' Ln n 7 718 S.F. � 1,832 S.F C � A. 1,718 S.F. o�� 1,832 S.F.
O 1,839 S.F. 0 n n Oo 1 7 L34---, N 6 �I n O.G42 AC. L40---, 1
O n
6 I �� u�.
CD I � I
------ L37 1
N 832 S.F. Nom- 4.�. O �N 1 0.042 AC I c ir- ---moi
O 0.042 AC. 1 M 0.042 AC. __ L28 M' M 0.039 AC. 1 1�- r ri L36� r--, C. L l 4' I 1 R
L25 1 I I 26.00' 1 7.5- 10' � l 3,i N 57.00' E '1 1 1.00' I L< E 57_.00' I W w 11 I 26.00' i 7 � g' � _ ' � 57.00' 1 11.00' IF- - 57.00'_ 5.32-I 1 GL
r--, L26 11.00 _ .. 57.00. - L - L - -- -- - - . J- - - - , r U.E. 9�
rl
61,00 I I o N88'44 38"E 510.90
U.E. U.E. s.oc'1 U.E.
U.E.
U.E.
M
ce) W. 51 ST AVE.
- - - - - -
W. 51 ST AVE. EX. 63' R.O.W.
- -- - --- -- - --- ---- - NSB { x'38"E 554h4
EX. 63' R.O.W. -o _ RFC. NO. 2019047882
REC. NO. 2019047882 in
d
. m M
U.E.
40
TRACTII
252 S.F. 3.85' S88'44'38"W 509.42'
----- 69.96' �•
C25 0.006 AC,� 22.58' l 26.OU' 23.98' 22.29' 22.29' 24.00' 8.50' 24.01' 22.29' 20.29' 22.29' 23.95' l 10.42' 23.90' 22.29' 22.30' 20.29' 20.29' 27.64' 26.00'
=36.01 -----------------------A ---------- L.E----------
1, - - L22-' l
X88°44'38"W 58.04' `5.43' a
�5' UE o L23J' o Z 0 o o 0 0
v� =0.97' 1 000 0 0 0 0� o 0 o 0 0 c0Q o �U � ICU � c cj r a i vi L -.b 0
1 d. r O r O U O i U r U U r L- U r L' U r Q rf vi U r- 2 v a to Q Ln v Q to C/j Q Ln c N F V G 000
1.550 S.F. o n v Ln � a � � a Ln v a LO Ln cn a n V Q n � Q n v N � ° c° N '0 1 Ln (0
o N U n � r
=7.03' 0.036 AC. i nQ n F _ _m rr rn n� '0 n �N N n �o 'n in �NoO Ln
\ -�' � c 0 M c 0� 'S r N 2i LnN 'S r N c fl CD M O N O N O N � O N N � O r M N
f 588°44'38"W 65.24' TRACT E-1 N N 9 O N O N O r) O N 7 O N N O N O N N O N M O N U N - O N O N O N O N O N n° - N O
1, 482 S.F. N !n N M O N N O N O N Li UQ N O N O N N Ln Ln Ln
Ln -Ln Ln Ln in to Z N
0.034 AC. C14 Cl)
N N Ln Ln Ln ,n n n m m CLf�om) o o 0 0 0Ln
�. 15 _
2 N O O ° N co d' O 00 O E � O m O O � z � O z z 1 4 z z z
n� c� za o O 0 zoo z z z z 1 z o
�1 p 0.02 S.F. o a z z z z �C 4 S
a 0.029 AC. N PRIVATE 4 4
' S88'44'38"W 60.63' ALLEY G U - 20.00
0 8°44'38"W 6co
24.00' 8.5Q 24.01' 22.29' 20.29' 22.29'_ 23.95'_ 10.42' 23.90' 22.29'_ 22.30 20.29' 20.29'- 27.64'
41
N oo L6.00' ~ 23.98' 22.29' 2._2.29' - N
588°44'38"W 390.87'
0
N I 3 TRACT E 0
o N 320 S.F. 22.29' �- - -� - 3.85' W Q LO 1n
TRACT E 12,321 S.F. N 1 0
I0.030 AC. N PRIVATE ALLEY K 12,321 S.F. 0.283 AC. Cc
S88°44'38"W 58.30 o \i 7 5_i E ° 2.89' 9,784 S.F.
T- Ln N I f4EC M. '0?0088500 °. 4.80'- 0.283 AC. v 4.95'
LU =7.70' 0 1 1 1 588'44'38"W 419.76' 0.225 AC. z
W - 4 z 1 - 20.29' 20.29' 20.29' 20.29' 23.40' 23.46' 20.29' 20.29' 20.29' 20.29' 20.50' U 00
o
0
o
= 0 1,180 S.F. 1_ 23.46 j
T- 26.00' 1 23.41' 20.29' 20.29' 20.29' 20.29' 23.40' U a
N I 0.027 AC. N Q 3
W I S88°44'38"W 58.14' o TRACT E-2 o 1 o ~
O O O 0 O O O O O O O O O Li U LL U O O N
W, 1 0 520 S.F. o_ o 0 0 0 O 0 0 0 0 0 O r c5 r o r L U r L, U r U a o vi a Ln
o - 0 0 0 0 0 o L� U r �- c5 r Li a in
N' O O - w U r Li U r Q Ln Uj Q LP vl (n Ul
5 N 0.012 AC. 0 0 o U r w U O r w U r U r Q Ln vi C �n Lr) vi Q Ln vi _
(n I 5 r U r U r w Q � w Q r- vi Q Ln vi Q d) Ln vi ¢ Ln vi a v Q Ln � c n v r r r r r N N M '> `n z
L w N 1,180 S.F. N - - Ln vi a Ln cn a Ln vi vi r r r r r r r ,.� L� NL -,N Ln _ _ ,.,, o - 97 0
°---1-14-- r t r� r N nN nN M n0 �o �o �o o N y
W N O 1 0.027 AC. w M 7i n N n N 'S n N n NO C ?i 0 M Q n N O N O N O N M O N N N �_ O N O C'4
O N O N O N o N O
Z I� n I N88'44 38 E 58.14 9.05 ")O O = O N N O N N O ^ _- O N O N O N O N N00 P n n
h N N O N O N O N •- O N N N N Ln Ln N Ln Ln v
O N N r • N
J O� In Ln Ln N Ln r m m Y O1 N O N O N � N N z
CA C'
o o z
(� 6.00'---N - 1 m o 0) o 0 0 7 o o o o z z oz z 0z z z z z 5 z
L10 �-L11 TRACT MM 6 0 oz z z z = z z U z z U �J' L;
Q' - L12 -244 S.F. 2,307 S.F. F `-------------------- 40
0.006 AC. 0.053 AC. J
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
� - - - - - - - - - - - - - - 23.40'23.46' 20.29' 20.29'_ - _ 2.0..29'_ 20.29' 23- 17.11' 60 8
- - - -
) 65 - - - - - .23.41' 20.29' 20.29' . 20:29' 20.29' 23.40- 23.46 20.29' 20.29' 20.29' 24.29'
4.80' S88°44'38"W 542.86'
4.95' EX. 20' R.O. W. _
6.00 EX. 20' R.O.W. REC. NO. 2019047882
' REC. NO. 2019047882
S88°44'38"W 1036.22'
N
N
O
W. 50TH AVENUE - -- -- - - - - -
- X (EX. 50' PUBLIC R.O.W.)
Lei
N
DO
r
DO
W
co
LO
0
0
0
of 1 iy(so w
THE RIDGE AT WARD STATION FILING NO. 2 J.N. 81303065u8
SHEET 7 OF 7
PROPOSED CONDITIONS
SOUTHEAST PLAN
ENGINEER/SURVEYOR
LvA
10333 E. Dry Creek Rd.
Suite 240
Englewood, CO 80112
Tel: (720) 482-9526
CONSULTANTS CVLINC.NET