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July 26, 2023
S2021030
Page 1 of 2
Report to the Board of Supervisors
Prepared by the Maricopa County Planning and Development Department
Board Hearing Date:
July 26, 2023
Case #/Title:
S2021030 – Stonebridge Manor Parcel 1
Supervisor District:
4
Applicant/Owner:
Parker Froehlich, CVL Consultants, Inc. / Lateral 20 LLC
Request:
Final Plat for 210 residential lots, 22 tracts, and 1 parcel in the R1-6
RUPD zoning district
Site Location:
Generally located 350’ west of the SWC of Peoria Ave. and Reems
Rd. in the Glendale area
Site Size:
Approximately 59.7 acres
County Island Status:
Yes (City of Glendale)
Additional
Comments:
Staff considers this final plat in substantial conformance with the
approved preliminary plat for Stonebridge Manor (S2021019). This
final plat meets all applicable subdivision regulations and zoning
regulations set forth in the R1-6 RUPD zoning case (Z2020102)
approved by the Board on May 5, 2021.
The applicant has routed a copy of the final plat to all utility and
service providers and to all municipalities within three miles of the
site. Recording fees will be furnished at the time of plat recordation.
All requirements of the Maricopa County Department of
Transportation, the Maricopa County Environmental Services
Department, the Flood Control District of Maricopa County, and the
Drainage Review Division of the Maricopa County Planning and
Development Department have been met.
Recommendation:
Approval
Presented by:
Martin Martell, Planner
Reviewed by:
Darren Gérard, AICP, Planning Manager
Attachments:
Letter to the Board of Supervisors (1 page)
Reduction of Final Plat (9 pages)
July 26, 2023
S2021030
Page 2 of 2
Narrative Report (7 pages)
Certificate of Assured Water (1 page)
1
FINAL PLAT FOR
STONEBRIDGE MANOR PARCEL 1
CERTIFICATION
HOMEOWNERS ASSOCIATION RATIFICATION
HOMEOWNERS ASSOCIATION RATIFICATION
ACKNOWLEDGEMENT
BASIS OF BEARING
OWNER
ENGINEER
DEVELOPER
ACKNOWLEDGEMENT
I, RICHARD G. ALCOCER, HEREBY CERTIFY THAT I AM A REGISTERED LAND SURVEYOR
IN THE STATE OF ARIZONA, THAT THIS MAP, CONSISTING OF EIGHT (8) SHEETS,
CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE UNDER MY SUPERVISION
DURING THE MONTH OF AUGUST, 2020, THAT THE SURVEY IS TRUE AND COMPLETE AS
SHOWN, THAT ALL MONUMENTS SHOWN ACTUALLY EXIST OR WILL BE SET AS SHOWN,
THAT THEIR POSITIONS ARE CORRECTLY SHOWN AND THAT SAID MONUMENTS ARE
SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED.
BY:___________________________________________
RICHARD G. ALCOCER
REGISTRATION NUMBER 33851
4550 N. 12TH STREET
PHOENIX, ARIZONA 85014
(602)-264-6831
CVLSURVEY@CVLCI.COM
BY THIS RATIFICATION, ________________________, DULY AUTHORIZED AGENT OF
STONEBRIDGE MANOR HOMEOWNERS ASSOCIATION, AN ARIZONA NON-PROFIT
CORPORATION, HEREBY RATIFIES THE RECORDATION OF THIS PLAT FOR STONEBRIDGE
MANOR PARCEL 1 AND ACKNOWLEDGES THE RESPONSIBILITIES SET FORTH THEREIN.
NAME:_________________________________
TITLE: _____________________ DATE:_____________________
STATE OF ARIZONA
)
)SS
COUNTY OF MARICOPA)
ON THIS_____DAY OF____________________ , 2023, BEFORE ME PERSONALLY
APPEARED ____________________________ , WHOSE IDENTITY WAS PROVEN
TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON WHO HE OR SHE
CLAIMS TO BE, AND ACKNOWLEDGED THAT HE OR SHE SIGNED THE ABOVE/ATTACHED
DOCUMENT.
__________ ____________________ __________________________
NOTARY PUBLIC SEAL
NOTARY PUBLIC SIGNATURE
THE BASIS OF BEARINGS FOR THIS SURVEY IS NORTH 90°00'00" EAST ALONG THE NORTH
LINE OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 3 NORTH, RANGE 1
WEST OF THE GILA AND SALT RIVER MERIDIAN, ACCORDING TO BOOK 1109 OF MAPS,
PAGE 16, MARICOPA COUNTY RECORDS.
LATERAL 20 LLC ET AL
102 S 95TH AVE
TOLLESON, ARIZONA 85353
PHONE: (602)-763-7766
CONTACT: WILL ROUSSEAU
EMAIL: WILLR@RFCAZ.COM
CVL CONSULTANTS, INC.
4550 NORTH 12TH STREET
PHOENIX, ARIZONA 85014
PHONE: (602) 264-6831
CONTACT: PARKER FROEHLICH, P.E.
EMAIL: PFROEHLICH@CVLCI.COM
STATE OF ARIZONA
)
)SS
COUNTY OF MARICOPA )
ON THIS ___ DAY OF _______, 2023, BEFORE ME, PERSONALLY
APPEARED ________________________,WHOSE IDENTITY WAS PROVEN TO ME
ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON WHO HE OR SHE
CLAIMS TO BE, AND ACKNOWLEDGED THE HE OR SHE SIGNED THE ABOVE/ATTACHED
DOCUMENT.
WITNESS MY HAND AND OFFICIAL SEAL
__________ _______________
_______________________________________
(SEAL)
NOTARY PUBLIC
GROSS AREA = 59.713 ACRES
FINAL PLAT
CVL Contact:
CVL Project #:
SHEET
OF
Printed By: Dominique Print Date: April 3, 2023 Filename: N:\01\0357501\CADD\Parcel-1\DS.P1.FPLAT.01.dwg
DATE
NO.
REVISION
STONEBRIDGE MANOR PARCEL 1
MARICOPA COUNTY, ARIZONA
P. FROEHLICH
01-0357501
9
COUNTY RECORDER
4550 North 12th Street
Phoenix, Arizona 85014
602-264-6831
www.cvlci.com
CELEBRATING60 YEARS
Coe & Van Loo Consultants, Inc.
© 2021 Coe & Van Loo Consultants, Inc.
All rights reserved to
reproduction in any format
4/3/23
VICINITY MAP
(NOT-TO-SCALE)
SITE
A PORTION OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 3 NORTH,
RANGE 1 WEST, OF THE GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA
SUBDIVISION CASE #S2021030
STONEBRIDGE MANOR IS WITHIN AN EPCOR WATER (USA), INC AREA AND IS
DESIGNATED AS HAVING AN ASSURED WATER SUPPLY PURSUANT TO ARS 45-576 SUB
SECTION D.
ASSURANCE, FOR PROVISION OF REQUIRED SUBDIVISION IMPROVEMENTS AND
INFRASTRUCTURE, SUFFICIENT TO PROTECT MARICOPA COUNTY AND IN ACCORDANCE
WITH THE REQUIREMENTS OF A.R.S. § 11-821 AND A.R.S. § 11-822 AND THE ZONING
ORDINANCE FOR THE UNINCORPORATED AREA OF MARICOPA COUNTY HAS BEEN
PROVIDED IN A FORM ACCEPTABLE TO THE DIRECTOR OF THE MARICOPA COUNTY
PLANNING AND DEVELOPMENT DEPARTMENT.
______________________________________ ________________
PLANNING & DEVELOPMENT DEPARTMENT
DATE
I, THE UNDERSIGNED, AS A DEPUTY COUNTY TREASURER, MARICOPA COUNTY, ARIZONA,
DO HEREBY CERTIFY THAT AS OF THIS DATE THE RECORDS OF THIS OFFICE REFLECT
THAT THERE ARE NO TAX LIENS ON ANY OF THE PARCELS COMPRISING THE PLAT, AS
LISTED IN THE ASSESSOR'S CERTIFICATION WITH THE FOLLOWING
EXCEPTIONS:_______________________________
____________________________________ ________________
DEPUTY COUNTY TREASURER
DATE
APPROVED BY THE BOARD OF SUPERVISORS OF MARICOPA COUNTY, ARIZONA ON THIS
_____ DAY OF _______________________, 2023.
BY: ________________________________ ATTEST TO BY ____________________________
CHAIRMAN OF THE BOARD
CLERK OF THE BOARD
I, THE UNDERSIGNED, AS A DEPUTY COUNTY ASSESSOR, MARICOPA COUNTY, ARIZONA,
DO HEREBY CERTIFY THAT AS OF THIS DATE, THE RECORDS OF THIS OFFICE REFLECT
THAT LATERAL 20 LLC ET AL AS DESIGNATED ON THE PLAT AS OWNERS OF THE
PROPERTIES AS SHOWN ON THE PLAT AND MORE PARTICULARLY DESCRIBED AS
ASSESSOR'S PARCEL NUMBER 501-41-006Z.
__________ __________________________
________________
DEPUTY COUNTY ASSESSOR
DATE
I, PARKER FROEHLICH, HEREBY CERTIFY THAT I AM A REGISTERED CIVIL ENGINEER IN
THE STATE OF ARIZONA, THAT THE CIVIL IMPROVEMENT DRAWINGS WERE MADE UNDER
MY SUPERVISION, THAT ALL PAD ELEVATIONS FOR THIS SUBDIVISION ARE SAFE FROM
INUNDATION DURING THE 100-YEAR PEAK RUNOFF EVENT.
BY:_______________________________
PARKER FROEHLICH
REGISTERED CIVIL ENGINEER
REGISTRATION NUMBER 65936
COE AND VAN LOO L.L.C.
4550 N. 12TH STREET
PHOENIX, ARIZONA 85014
(602)-264-6831
THE SOUTH 1/4 CORNER OF SECTION 30 MARKED BY A 2" MARICOPA COUNTY ALUMINUM CAP
ELEV: 1136.39' (NAVD-88)
WATER:
EPCOR WATER (USA) INC. - SUN CITY
SEWER:
EPCOR WATER (USA) INC. - SUN CITY
ELECTRIC:
APS-ARIZONA PUBLIC SERVICE
TELEPHONE:
CENTURYLINK
POLICE:
MARICOPA COUNTY SHERIFF'S DEPT
FIRE:
RURAL METRO FIRE DEPARTMENT
REFUSE:
WASTE MANAGEMENT/REPUBLIC
IRRIGATION:
MARICOPA WATER DISTRICT
BENCHMARK
CIVIL PLANS CERTIFICATION
UTILITIES
BOARD OF SUPERVISORS
CERTIFICATE OF COUNTY TREASURER
CERTIFICATE OF COUNTY ASSESSOR
ASSURANCE STATEMENT
CERTIFICATE OF ASSURED WATER SUPPLY
SEE SHEET 2 FOR CURVE
TABLE, SHEET 3 FOR LOT
AREA TABLE AND SHEET 6
FOR LEGEND
THE MARICOPA COUNTY, ARIZONA AND INCORPORATED AREAS FLOOD INSURANCE
RATE MAP (FIRM) PANEL NUMBER 04013C1660L, REVISED OCTOBER 16, 2013 [4],
INDICATE THE SITE FALLS WITHIN ZONE "X" (SHADED).
ZONE "X" (SHADED) IS DEFINED BY FEMA AS:
"AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH
AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN ONE
SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD."
FLOOD ZONE INFORMATION
LANDOWNER HAS ENTERED INTO A STONEBRIDGE MANOR DEVELOPMENT AGREEMENT
DATED ______________ ("AGREEMENT") WITH MARICOPA COUNTY MUNICIPAL WATER
CONSERVATION DISTRICT NUMBER ONE ("MWD") FOR WHICH A MEMORANDUM OF
AGREEMENT WAS RECORDED ON ______________________, AT THE MARICOPA COUNTY
RECORDER'S OFFICE AT DOCUMENT NO. ________________. THE PROPERTIES INVOLVED
IN THIS PLAT ARE SUBJECT TO THIS AGREEMENT. THE AGREEMENT AND THIS PLAT,
INCLUDING ANY AND ALL DEDICATIONS THEREIN, HEREBY PRESERVE MWD'S PRIOR AND
SUPERIOR RIGHTS OF ACCESS TO AND USE OF EXISTING AND FUTURE MWD FACILITIES
AND MWD'S PURPOSES, INCLUDING, BUT NOT LIMITED TO, THE TRANSMISSION AND
DISTRIBUTION OF WATER, WASTEWATER, POWER AND COMMUNICATIONS, AND TO
CONSTRUCT, RECONSTRUCT, OPERATE, MAINTAIN AND REPLACE THOSE MWD
FACILITIES AND MWD PROPERTY INTERESTS. THE AGREEMENT IS ON FILE AT THE
OFFICES OF LANDOWNER AT LATERAL 20 LLC, 102 S 95TH AVENUE TOLLESON, AZ 85353,
AND MAY BE REVIEWED AS TO ALL DETAILS, WITH PARTICULAR REFERENCE TO
SECTION 7 AND SECTION 9, UPON REASONABLE REQUEST.
DATED THIS _____________ DAY OF _________________________, 2023.
MARICOPA COUNTY MUNICIPAL WATER ATTEST:
CONSERVATION DISTRICT NUMBER ONE,
A POLITICAL SUBDIVISION OF THE STATE
OF ARIZONA ("MWD")
BY: CHRISTINE CAIN
BY: GLEN VORTHERMS
ITS: PROPERTY & CONTRACTS MANAGER ITS: ASSISTANT SECRETARY
LATERAL 20 LLC
BY: _________________________________
ITS: _________________________________
NOTICE OF STONEBRIDGE MANOR
DEVELOPMENT AGREEMENT
1. LATERAL 20 LLC ET AL, AN ARIZONA LIMITED LIABILITY COMPANY ("OWNER"),
DOES HEREBY (1) RELEASE AND DISCHARGE THE UNITED STATES OF AMERICA
DEPARTMENT OF THE AIR FORCE (USAF) AND MARICOPA COUNTY, AND (2)
INDEMNIFY, DEFEND, AND HOLD HARMLESS THE USAF AND MARICOPA COUNTY,
OF AND FROM ANY LIABILITY FOR ANY AND ALL CLAIMS FOR DAMAGES OF ANY
KIND TO PERSONS OR PROPERTY THAT MAY ARISE AT ANY TIME IN THE FUTURE
OVER, OR IN CONNECTION WITH AIRCRAFT OVERFLIGHTS FROM AIRCRAFT
UTILIZING LUKE AIR FORCE BASE, WHETHER SUCH DAMAGE SHALL ORIGINATE
FROM NOISE, VIBRATION, FUMES, DUST, FUEL AND LUBRICANT PARTICLES, AND
ALL OTHER EFFECTS THAT MAY BE CAUSED BY THE OPERATION OF AIRCRAFT
LANDING AT, OR TAKING OFF FROM, OR OPERATING AT OR ON LUKE AIR FORCE
BASE AND ITS AUXILIARY FIELDS. THIS INSTRUMENT SHALL RUN WITH THE
LAND AND BE BINDING UPON OWNER AND ITS HEIRS, ASSIGNS, AND
SUCCESSORS IN INTEREST TO THIS PLAT OR ANY PARCEL OR LOT THEREOF.
THIS INSTRUMENT DOES NOT RELEASE THE USAF FROM LIABILITY FOR DAMAGE
OR INJURY TO PERSON OR PROPERTY CAUSED BY FALLING AIRCRAFT OR
FALLING PHYSICAL OBJECTS FROM AIRCRAFT, EXCEPT AS STATED HEREIN
WITH RESPECT TO NOISE, FUMES, DUST, FUEL, AND LUBRICANT PARTICLES.
RELEASE OF LIABILITY
STATE OF ARIZONA
)
)SS
COUNTY OF MARICOPA )
KNOW ALL MEN BY THESE PRESENTS:
LATERAL 20 LLC ET AL AN ARIZONA LIMITED LIABILITY COMPANY AS OWNER, HAS
SUBDIVIDED UNDER THE NAME OF "STONEBRIDGE MANOR PARCEL 1" , A PORTION OF
LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 3 NORTH,
RANGE 1 WEST, OF THE GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY,
ARIZONA, AS SHOWN HEREON, AND HEREBY PUBLISHES THIS PLAT AS AND FOR THE
PLAT OF "STONEBRIDGE MANOR PARCEL 1" , AND HEREBY DECLARES THAT THIS PLAT
SETS FORTH THE LOCATION AND GIVES THE DIMENSIONS OF THE LOTS, TRACTS,
STREETS AND EASEMENTS CONSTITUTING SAME AND THAT EACH LOT, TRACT AND
STREET SHALL BE KNOWN BY THE NUMBER, LETTER OR NAME THAT IS GIVEN EACH,
RESPECTIVELY, ON SAID PLAT, AND HEREBY DEDICATES TO THE COUNTY FOR USE AS
SUCH, THE STREETS AS SHOWN ON SAID PLAT AND INCLUDED IN THE ABOVE
DESCRIBED PREMISES. EASEMENTS ARE DEDICATED FOR THE PURPOSES SHOWN.
LATERAL 20 LLC ET AL AN ARIZONA LIMITED LIABILITY COMPANY AS OWNER, DOES
HEREBY GRANT TO MARICOPA COUNTY AND ITS SUCCESSORS AND ASSIGNS A
PERMANENT AND PERPETUAL EASEMENT FOR THE FOLLOWING PURPOSES, NAMELY:
THE RIGHT TO ENTER UPON FOR CONSTRUCTION, MAINTENANCE, OPERATION AND
REPLACEMENT OF A SEWER LINE OVER, UNDER, AND ACROSS TRACTS "A" AND "I"
SITUATED IN THE COUNTY OF MARICOPA, STATE OF ARIZONA.TO HAVE AND TO HOLD
THE SAID EASEMENT UNTO MARICOPA COUNTY, ARIZONA AND UNTO ITS SUCCESSORS
AND ASSIGNS FOREVER, TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS TO
PERMIT THE CONSTRUCTION, OPERATION, MAINTENANCE, AND REPLACEMENT OF A
PUBLIC SEWER LINE. SUBJECT TO NOTES 1, 2, 3 AND 4. AND THE GRANTOR HEREBY
COVENANTS THAT IT IS LAWFULLY SEIZED AND POSSESSED ON THIS
AFOREMENTIONED TRACT OR PARCEL OF LAND; THAT IT HAS A GOOD AND LAWFUL
RIGHT TO SELL AND CONVEY IT; AND THAT THEY WILL WARRANT THE TITLE AND QUIET
POSSESSION THERETO AGAINST THE LAWFUL CLAIM OF ALL PERSONS.
NOTES:
1. THE SAID EASEMENT TO INCLUDE THE RIGHT TO CUT BACK AND TRIM SUCH PORTION
OF THE BRANCHES AND TOPS OF THE TREES NOW GROWING OR THAT MAY
HEREAFTER GROW UPON THE ABOVE DESCRIBED PREMISES, AS MAY EXTEND OVER
SAID EASEMENT, SO AS TO PREVENT THE SAME FROM INTERFERING WITH THE
EFFICIENT MAINTENANCE AND OPERATION OF SAID SEWER LINE.
2. MARICOPA COUNTY SHALL NOT BE RESPONSIBLE FOR REPLACING ANY
LANDSCAPING OR ANY IMPROVEMENT PLACED IN THE EASEMENT BY GRANTOR OR ITS
SUCCESSORS OR ASSIGNS, EXCEPT AS NOTED HEREIN.
3. MARICOPA COUNTY WILL MAKE REASONABLE EFFORTS TO PROMPTLY RESTORE
ASPHALT CONCRETE PAVEMENT SURFACES.
4. GRANTOR, ITS SUCCESSORS OR ASSIGNS AT ITS SOLE COST, SHALL BE
RESPONSIBLE FOR PROMPTLY REPLACING ANY LANDSCAPING OR IMPROVEMENT(S)
PLACED IN THE EASEMENT BY GRANTOR OR ITS SUCCESSORS OR ASSIGNS.
IN THE EVENT THE RIGHT, PRIVILEGE AND EASEMENT HEREIN GRANTED SHALL BE
ABANDONED AND PERMANENTLY CEASE TO BE USED FOR THE PURPOSES HEREIN
GRANTED ALL RIGHTS HEREIN GRANTED SHALL CEASE AND REVERT TO THE
GRANTORS, THEIR HEIRS OR ASSIGNS.
TRACTS ARE TO BE USED SOLELY FOR THE PURPOSES AS SHOWN IN THE TRACT
TABLE HEREON. ALL TRACTS ARE GRANTED IN FEE TO AND ARE TO BE OWNED AND
MAINTAINED BY THE STONEBRIDGE MANOR HOMEOWNERS ASSOCIATION, INC., AN
ARIZONA NON-PROFIT CORPORATION.
DRAINAGE EASEMENTS, AS PLATTED HEREON, ARE HEREBY GRANTED TO THE
OWNERS OF PROPERTY WITHIN THE PLANNED COMMUNITY OF STONEBRIDGE MANOR
PARCEL 1. ALL OTHER EASEMENTS ARE SUBORDINATE TO SUCH DRAINAGE
EASEMENTS. THE STONEBRIDGE MANOR HOMEOWNERS ASSOCIATION, INC., AN
ARIZONA NON-PROFIT CORPORATION SHALL BE RESPONSIBLE FOR MAINTAINING,
INSPECTING, REPLACING AND REPAIRING THE PIPES, CHANNELS, CULVERTS,
RETENTION AREAS AND OTHER DRAINAGE FACILITIES LOCATED THEREON. ALL PUBLIC
UTILITY EASEMENTS (P.U.E.) ARE HEREBY DEDICATED TO THE PUBLIC FOR USE AS
SUCH.
THE STREET IDENTIFIED ON THIS PLAT AS W PEORIA AVENUE IS HEREBY DEDICATED
TO THE CITY OF SURPRISE SO THAT UPON RECORDATION OF THIS PLAT, THE FEE OF
THE STREETS VESTS IN TRUST TO FOR THE USES AND TO THE EXTENT DEPICTED ON
THE PLAT.
ALL OTHER STREETS IDENTIFIED ON THIS PLAT ARE HEREBY DEDICATED TO MARICOPA
COUNTY SO THAT UPON RECORDATION OF THIS PLAT, THE FEE OF THE STREETS
RESERVED TO THE USE OF THE PUBLIC VESTS IN TRUST TO MARICOPA COUNTY FOR
THE USES AND TO THE EXTENT DEPICTED ON THE PLAT. APPROVAL OF A PLAT SHALL
NOT BE DEEMED TO CONSTITUTE OR EFFECT AN ACCEPTANCE BY THE COUNTY FOR
DESIGNATION OF ANY STREET INTO THE COUNTY MAINTENANCE SYSTEM. HOWEVER,
AT THE TIME THE STREETS ARE FULLY COMPLETED IN ACCORDANCE WITH THE
APPROVED PLAT AND WRITTEN SPECIFICATIONS MADE BY THE MARICOPA COUNTY
BOARD OF SUPERVISORS, THE COUNTY SHALL ACCEPT THE STREETS INTO THE
COUNTY MAINTENANCE SYSTEM WITHIN ONE YEAR OF COMPLETION.
IN WITNESS WHEREOF:
LATERAL 20 LLC ET AL AN ARIZONA LIMITED LIABILITY COMPANY, AS OWNER, HAS
HEREUNTO CAUSED ITS NAME TO BE AFFIXED AND THE SAME TO ATTESTED BY THE
SIGNATURE OF __________________________________ THERETO DULY AUTHORIZED.
THIS _____ DAY OF ___________________, 2023.
LATERAL 20 LLC ET AL A LIMITED LIABILITY COMPANY
BY:
__________________________________
NAME:
__________________________________
TITLE:
__________________________________
DEDICATION
FINISHED FLOORS ARE SAFE FROM INUNDATION DURING A 100-YEAR PEAK RUN-OFF
EVENT IF CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLANS.
FINISH FLOOR CERTIFICATION
ASHTON WOODS ARIZONA, L.L.C.
8655 EAST VIA DE VENTURA, SUITE F-250
SCOTTSDALE, ARIZONA 85258
PHONE: (480) 202-6541
CONTACT: MARI FLYNN
EMAIL: MARI.FLYNN@ASHTONWOODS.COM
CURVE TABLE
NO.
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD-BEARING
LINE TABLE
NO.
BEARING
LENGTH
CURVE TABLE
NO.
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD-BEARING
CURVE TABLE
NO.
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD-BEARING
2
FINAL PLAT
CVL Contact:
CVL Project #:
SHEET
OF
Printed By: Dominique Print Date: April 3, 2023 Filename: N:\01\0357501\CADD\Parcel-1\DS.P1.FPLAT.01.dwg
DATE
NO.
REVISION
STONEBRIDGE MANOR PARCEL 1
MARICOPA COUNTY, ARIZONA
P. FROEHLICH
01-0357501
9
COUNTY RECORDER
4550 North 12th Street
Phoenix, Arizona 85014
602-264-6831
www.cvlci.com
CELEBRATING60 YEARS
Coe & Van Loo Consultants, Inc.
© 2021 Coe & Van Loo Consultants, Inc.
All rights reserved to
reproduction in any format
4/3/23
TRACT AREA TABLE
TRACT
AREA
DESCRIPTION
TRACT 'A'
1.453 AC.
63,299 S.F.
OPEN SPACE, LANDSCAPE, P.U.E., S.V.T.,
DRAINAGE, RETENTION, 20' SEWER EASEMENT
TRACT 'B'
0.055 AC.
2,396 S.F.
OPEN SPACE, LANDSCAPE, P.U.E., S.V.T.
TRACT 'C'
1.717 AC.
74,794 S.F.
OPEN SPACE, LANDSCAPE, P.U.E., DRAINAGE,
RETENTION
TRACT 'D'
0.054 AC.
2,346 S.F.
OPEN SPACE, LANDSCAPE, P.U.E., S.V.T.
TRACT 'E'
0.055 AC.
2,396 S.F.
OPEN SPACE, LANDSCAPE, P.U.E., S.V.T.
TRACT 'F'
0.054 AC.
2,346 S.F.
OPEN SPACE, LANDSCAPE, P.U.E., S.V.T.
TRACT 'G'
0.055 AC.
2,389 S.F.
OPEN SPACE, LANDSCAPE, P.U.E., S.V.T.
TRACT 'H'
0.195 AC.
8,474 S.F.
OPEN SPACE, LANDSCAPE, P.U.E., DRAINAGE,
RETENTION
TRACT 'I'
1.295 AC.
56,428 S.F.
OPEN SPACE, LANDSCAPE, P.U.E., DRAINAGE,
RETENTION, 20' SEWER EASEMENT
TRACT 'J'
0.054 AC.
2,346 S.F.
OPEN SPACE, LANDSCAPE, P.U.E., S.V.T.
TRACT 'K'
4.457 AC.
194,127 S.F.
OPEN SPACE, LANDSCAPE, P.U.E., S.V.T.,
DRAINAGE, RETENTION
TRACT 'L'
0.027 AC.
1,173 S.F.
OPEN SPACE, LANDSCAPE, P.U.E., S.V.T.
TRACT 'M'
0.048 AC.
2,111 S.F.
OPEN SPACE, LANDSCAPE, P.U.E., S.V.T.
TRACT 'N'
0.054 AC.
2,346 S.F.
OPEN SPACE, LANDSCAPE, P.U.E., S.V.T.
TRACT 'O'
0.533 AC.
23,233 S.F.
OPEN SPACE, LANDSCAPE, P.U.E., S.V.T.,
DRAINAGE, RETENTION
TRACT 'P'
0.903 AC.
39,315 S.F.
OPEN SPACE, LANDSCAPE, P.U.E., DRAINAGE,
RETENTION
TRACT 'Q'
1.946 AC.
84,764 S.F.
OPEN SPACE, LANDSCAPE, P.U.E., S.V.T.,
DRAINAGE, RETENTION
TRACT 'R'
0.055 AC.
2,397 S.F.
OPEN SPACE, LANDSCAPE, P.U.E., S.V.T.
TRACT 'S'
0.562 AC.
24,470 S.F.
OPEN SPACE, LANDSCAPE, P.U.E., DRAINAGE,
RETENTION
TRACT 'T'
0.074 AC.
3,204 S.F.
OPEN SPACE, LANDSCAPE, P.U.E., S.V.T.
TRACT 'U'
0.098 AC.
4,269 S.F.
OPEN SPACE, LANDSCAPE, P.U.E., S.V.T.
TRACT 'V'
0.849 AC.
36,962 S.F.
OPEN SPACE, LANDSCAPE, P.U.E., S.V.T.,
DRAINAGE, RETENTION
TOTAL
14.593 AC.
635,585 S.F.
NOTES
1. THIS SITE CONSISTS OF A TOTAL OF 210 LOTS, 22 TRACTS, AND 1 PARCEL IN THE R1-6
RUPD ZONING DISTRICT.
2. THE FINAL PLAT IS IN SUBSTANTIAL CONFORMANCE WITH THE PRELIMINARY PLAT CASE
NUMBER S2021019.
3. THERE SHALL BE NO FURTHER DIVISION OF LAND OR PARCELS WITHIN THE AREA OF THIS
SUBDIVISION PLAT WITHOUT APPROVAL BY THE BOARD OF SUPERVISORS.
4. THIS SUBDIVISION WILL BE SERVED BY EPCOR WATER (USA), INC., THAT HAS AN ASSURED
WATER SUPPLY BY ARIZONA DEPARTMENT OF WATER RESOURCES.
5. FIRE PROTECTION FOR THIS SUBDIVISION WILL BE SERVED BY RURAL METRO FIRE
DEPARTMENT. A 'WILL SERVE' LETTER DATED MAY 3, 2022 HAS BEEN RECEIVED FROM
RURAL METRO.
6. DEVELOPMENT AND USE OF THIS SITE WILL CONFORM TO ALL APPLICABLE MARICOPA
COUNTY CODES AND ORDINANCES.
7. ALL NEW OR RELOCATED UTILITIES SHALL BE PLACED UNDERGROUND.
8. ALL ROADS, PRIVATE, OR PUBLIC SHALL BE DESIGNED AND CONSTRUCTED TO MINIMUM
COUNTY STANDARDS. THE APPROPRIATE ROADWAY DEDICATION SHALL BE CONTAINED
ON THE PLAT.
9. NO STRUCTURE OF ANY KIND SHALL BE CONSTRUCTED OR ANY VEGETATION TO BE
PLANTED OR BE ALLOWED TO GROW WITHIN ANY DRAINAGE EASEMENTS WHICH WOULD
IMPEDE THE FLOW OF WATER OVER, UNDER OR THROUGH THE EASEMENT.
10. ALL NEW LANDSCAPE IMPROVEMENTS INSTALLED BY THIS SUBDIVISION WITHIN COUNTY
RIGHT-OF-WAY SHALL COMPLY WITH MCDOT ROADWAY DESIGN MANUAL AND BE
MAINTAINED BY THE STONEBRIDGE MANOR HOMEOWNERS ASSOCIATION
11.THE STONEBRIDGE MANOR HOMEOWNERS ASSOCIATION, SHALL BE RESPONSIBLE FOR
THE MAINTENANCE AND UPKEEP OF ALL LANDSCAPING AND DRAINAGE FACILITIES WITHIN
TRACTS AND EASEMENTS AS DEDICATED ON SAID PLAT.
12. ALL OUTDOOR LIGHTING WILL CONFORM TO THE PROVISIONS OF SECTION 1112 OF THE
MARICOPA COUNTY ZONING ORDINANCE.
13.INGRESS/EGRESS, ACCESS AND MAINTENANCE RIGHTS SHALL BE GRANTED TO MARICOPA
COUNTY FOR ALL TRACTS DEDICATED ON SAID PLAT FOR THE PURPOSE OF INSPECTION
AND MAINTENANCE OF PUBLIC DRAINAGE FACILITIES ADJACENT TO OR WITHIN SAID
TRACTS.
14. SVT: SIGHT VISIBILITY TRIANGLE: NO STRUCTURES, LANDSCAPING, FENCE, WALL OR
TERRACE OR OTHER OBSTRUCTION TO VIEW IN EXCESS OF TWO FEET IN HEIGHT AS
MEASURED FROM THE CENTERLINE OF THE STREET SHALL BE PLACED WITHIN THE
REQUIRED 25-FOOT SIGHT VISIBILITY TRIANGLES.
15. ALL LOT CORNER MONUMENTS HAVE BEEN OR WILL BE SET PERMANENTLY BY
RECORDATION OF THIS PLAT.
16. THE SURVEYOR OF RECORD AND COE & VAN LOO CONSULTANTS, INC. PROVIDE NO
CERTIFICATION RELATED TO THE FIRE HYDRANT LOCATIONS WITHIN SAID PLAT. THE FINAL
LOCATIONS WILL BE APPROVED ON THE AS-BUILT WATER PLANS.
17. ALL STREETS IDENTIFIED ON THIS PLAT ARE HEREBY DEDICATED TO MARICOPA COUNTY
SO THAT UPON RECORDATION OF THIS PLAT, THE FEE OF THE STREETS RESERVED TO
THE USE OF THE PUBLIC VESTS IN TRUST TO MARICOPA COUNTY FOR THE USES AND TO
THE EXTENT DEPICTED ON THE PLAT. APPROVAL OF A PLAT SHALL NOT BE DEEMED TO
CONSTITUTE OR EFFECT AN ACCEPTANCE BY THE COUNTY FOR DESIGNATION OF ANY
STREET INTO THE COUNTY MAINTENANCE SYSTEM. HOWEVER, AT THE TIME THE STREETS
ARE FULLY COMPLETED IN ACCORDANCE WITH THE APPROVED PLAT AND WRITTEN
SPECIFICATIONS MADE BY THE MARICOPA COUNTY BOARD OF SUPERVISORS, THE
COUNTY SHALL ACCEPT THE STREETS INTO THE COUNTY MAINTENANCE SYSTEM WITHIN
ONE YEAR OF COMPLETION.
18.THE MASTER DEVELOPER SHALL NOTIFY FUTURE HOMEOWNERS THAT THEY ARE LOCATED
WITHIN THE STATE-DEFINED “TERRITORY IN THE VICINITY OF A MILITARY AIRPORT” WITH
THE FOLLOWING LANGUAGE: “YOU ARE BUYING A HOME OR PROPERTY IN THE ‘VICINITY
OF A MILITARY AIRPORT’ AS DESCRIBED BY STATE OF ARIZONA STATUTE ARS §28-8481.
YOUR HOUSE SHOULD INCLUDE SOUND ATTENUATION MEASURES AS DIRECTED BY STATE
LAW. YOU WILL BE SUBJECT TO DIRECTOVERFLIGHTS AND NOISE BY LUKE AIR FORCE
BASE JET AIRCRAFT IN THE VICINITY. LUKE AIR FORCE BASE EXECUTES OVER 200,000
FLIGHT OPERATIONS PER YEAR, AT AN AVERAGE OF APPROXIMATELY 170 OVERFLIGHTS
PER DAY. ALTHOUGH LUKE'S PRIMARY FLIGHT PATHS ARE LOCATED WITHIN 20 MILES
FROM THE BASE, JET NOISE WILL BE APPARENT THROUGHOUT THE AREA AS AIRCRAFT
TRANSIENT TO AND FROM THE BARRY M. GOLDWATER GUNNERY RANGE AND OTHER
FLIGHT TRAINING AREAS. LUKE AIR FORCE BASE MAY LAUNCH AND RECOVER AIRCRAFT IN
EITHER DIRECTION OFF ITS RUNWAYS ORIENTED TO THE SOUTHWEST AND NORTHEAST.
NOISE WILL BE MORE NOTICEABLE DURING OVERCAST SKY CONDITIONS DUE TO NOISE
REFLECTIONS OFF THE CLOUDS. LUKE AIR FORCE BASE'S NORMAL FLYING HOURS
EXTEND FROM 7:00 A.M. UNTIL APPROXIMATELY MIDNIGHT, MONDAY THROUGH FRIDAY,
BUT SOME LIMITED FLYING WILL OCCUR OUTSIDE THESE HOURS AND DURING MOST
WEEKENDS. SUCH NOTIFICATION SHALL BE RECORDED ON ALL FINAL PLATS, BE
PERMANENTLY POSTED ON NOT LESS THAN A 3 FOOT BY 5 FOOT SIGN IN FRONT OF ALL
HOME SALES OFFICES, BE PERMANENTLY POSTED ON THE FRONT DOOR OF ALL HOME
SALES OFFICES ON NOT LESS THAN AN 8½ INCH BY 11 INCH SIGN, AND BE INCLUDED IN
ALL COVENANTS, CONDITIONS, AND RESTRICTIONS (CC&RS) AS WELL AS THE PUBLIC
REPORT AND CONVEYANCE DOCUMENTS. FOR FURTHER INFORMATION, PLEASE CHECK
THE LUKE AIR FORCE BASE WEBSITE OR CONTACT THE MARICOPA COUNTY PLANNING
AND DEVELOPMENT DEPARTMENT.”
19.ALL HABITABLE BUILDINGS CONSTRUCTED WITHIN THIS SUBDIVISION SHALL BE
CONSTRUCTED TO ATTAIN A NOISE REDUCTION LEVEL AS PER ARS § 28- 8482(B).
SEE SHEET 2 FOR CURVE
TABLE, SHEET 3 FOR LOT
AREA TABLE AND SHEET 6
FOR LEGEND
27-710214.0000
3
SEE SHEET 2 FOR CURVE
TABLE AND SHEET 3 LOT
AREA TABLE
FINAL PLAT
CVL Contact:
CVL Project #:
SHEET
OF
Printed By: Dominique Print Date: April 3, 2023 Filename: N:\01\0357501\CADD\Parcel-1\DS.P1.FPLAT.01.dwg
DATE
NO.
REVISION
STONEBRIDGE MANOR PARCEL 1
MARICOPA COUNTY, ARIZONA
P. FROEHLICH
01-0357501
9
COUNTY RECORDER
4550 North 12th Street
Phoenix, Arizona 85014
602-264-6831
www.cvlci.com
CELEBRATING60 YEARS
Coe & Van Loo Consultants, Inc.
© 2021 Coe & Van Loo Consultants, Inc.
All rights reserved to
reproduction in any format
4/3/23
STONEBRIDGE MANOR PARCEL 1
SITE SUMMARY TABLE
ZONING
R1-6 RUPD - Z2020102
GROSS AREA (ACRES/SF)
59.71
2,601,113
LOCAL STREET (ACRES/SF)
10.99
480,163
COLLECTOR STREET (ACRES/SF)
1.87
81,446
ARTERIAL STREET (ACRES/SF)
3.12
135,767
NET AREA (ACRES/SF)
54.72
2,383,900
ASSESSORS PARCEL NUMBER (APN#)
501-41-006Z
LOT MIX
MIX YIELD
MIX %
45' X 120' (±5,400 SF)
94
44.8%
50' X 120' (±6,000 SF)
61
29.0%
60 X 125' (±7,500 SF)
55
26.2%
TOTAL NUMBER OF LOTS
210
100.0%
PROJECTED POPULATION
441
TOTAL NUMBER OF TRACTS
22
TRACT OPEN SPACE (ACRES AND %)
14.59
25.0%
DENSITY PROVIDED PER GROSS
3.54
DU/AC
LOT AREA TABLE
LOT #
LOT
WIDTH
AREA
AREA
ZONING
(ACRES)
(S.F.)
1
56.47'
0.171
7,430
R1-6 RUPD
2
68.32'
0.197
8,593
R1-6 RUPD
3
60.92'
0.183
7,989
R1-6 RUPD
4
55.00'
0.186
8,089
R1-6 RUPD
5
55.00'
0.183
7,951
R1-6 RUPD
6
55.00'
0.168
7,331
R1-6 RUPD
7
54.24'
0.155
6,754
R1-6 RUPD
8
52.70'
0.150
6,533
R1-6 RUPD
9
50.00'
0.143
6,250
R1-6 RUPD
10
50.00'
0.143
6,250
R1-6 RUPD
11
50.00'
0.143
6,250
R1-6 RUPD
12
50.00'
0.143
6,250
R1-6 RUPD
13
50.00'
0.143
6,250
R1-6 RUPD
14
50.00'
0.143
6,250
R1-6 RUPD
15
50.00'
0.143
6,250
R1-6 RUPD
16
50.00'
0.143
6,250
R1-6 RUPD
17
50.00'
0.143
6,250
R1-6 RUPD
18
50.00'
0.143
6,250
R1-6 RUPD
19
50.00'
0.143
6,250
R1-6 RUPD
20
50.00'
0.143
6,250
R1-6 RUPD
21
50.00'
0.143
6,241
R1-6 RUPD
22
50.00'
0.143
6,241
R1-6 RUPD
23
50.00'
0.143
6,250
R1-6 RUPD
24
50.00'
0.143
6,250
R1-6 RUPD
25
50.00'
0.143
6,250
R1-6 RUPD
26
50.00'
0.143
6,250
R1-6 RUPD
27
50.00'
0.143
6,250
R1-6 RUPD
28
50.00'
0.143
6,250
R1-6 RUPD
29
50.00'
0.143
6,250
R1-6 RUPD
30
50.00'
0.143
6,250
R1-6 RUPD
31
50.00'
0.143
6,250
R1-6 RUPD
32
50.00'
0.143
6,250
R1-6 RUPD
33
50.00'
0.143
6,250
R1-6 RUPD
34
50.00'
0.143
6,250
R1-6 RUPD
35
50.00'
0.143
6,245
R1-6 RUPD
36
50.00'
0.143
6,250
R1-6 RUPD
37
50.00'
0.143
6,250
R1-6 RUPD
38
50.00'
0.143
6,250
R1-6 RUPD
39
50.00'
0.143
6,250
R1-6 RUPD
40
50.00'
0.143
6,250
R1-6 RUPD
41
50.00'
0.143
6,250
R1-6 RUPD
42
50.00'
0.143
6,250
R1-6 RUPD
43
50.00'
0.143
6,250
R1-6 RUPD
44
50.00'
0.143
6,250
R1-6 RUPD
45
50.00'
0.143
6,250
R1-6 RUPD
46
50.00'
0.143
6,250
R1-6 RUPD
47
50.00'
0.143
6,250
R1-6 RUPD
48
50.00'
0.143
6,250
R1-6 RUPD
49
50.00'
0.143
6,241
R1-6 RUPD
50
50.00'
0.140
6,110
R1-6 RUPD
51
50.00'
0.143
6,250
R1-6 RUPD
52
50.00'
0.143
6,250
R1-6 RUPD
53
50.00'
0.143
6,250
R1-6 RUPD
54
50.00'
0.143
6,250
R1-6 RUPD
55
50.00'
0.143
6,250
R1-6 RUPD
56
50.00'
0.143
6,250
R1-6 RUPD
57
50.00'
0.143
6,250
R1-6 RUPD
58
50.00'
0.143
6,250
R1-6 RUPD
59
50.00'
0.143
6,250
R1-6 RUPD
60
50.00'
0.143
6,250
R1-6 RUPD
61
50.00'
0.143
6,241
R1-6 RUPD
62
60.00'
0.179
7,791
R1-6 RUPD
63
60.00'
0.179
7,800
R1-6 RUPD
64
60.00'
0.179
7,800
R1-6 RUPD
65
60.00'
0.179
7,800
R1-6 RUPD
66
60.00'
0.179
7,800
R1-6 RUPD
67
60.00'
0.179
7,800
R1-6 RUPD
68
60.00'
0.179
7,800
R1-6 RUPD
69
60.00'
0.179
7,800
R1-6 RUPD
70
60.00'
0.179
7,797
R1-6 RUPD
71
60.00'
0.177
7,703
R1-6 RUPD
72
60.00'
0.172
7,491
R1-6 RUPD
73
60.00'
0.172
7,500
R1-6 RUPD
74
60.00'
0.172
7,500
R1-6 RUPD
75
60.00'
0.172
7,500
R1-6 RUPD
76
60.00'
0.172
7,500
R1-6 RUPD
77
60.00'
0.172
7,500
R1-6 RUPD
78
60.00'
0.172
7,500
R1-6 RUPD
79
60.00'
0.172
7,500
R1-6 RUPD
80
72.93'
0.209
9,089
R1-6 RUPD
81
60.07'
0.191
8,322
R1-6 RUPD
82
60.00'
0.172
7,500
R1-6 RUPD
83
60.00'
0.172
7,500
R1-6 RUPD
84
60.00'
0.172
7,500
R1-6 RUPD
85
60.00'
0.172
7,500
R1-6 RUPD
86
60.00'
0.172
7,500
R1-6 RUPD
87
60.00'
0.172
7,500
R1-6 RUPD
88
60.00'
0.172
7,500
R1-6 RUPD
89
60.00'
0.172
7,491
R1-6 RUPD
90
60.00'
0.179
7,791
R1-6 RUPD
91
60.00'
0.179
7,800
R1-6 RUPD
92
60.00'
0.179
7,800
R1-6 RUPD
93
60.00'
0.179
7,800
R1-6 RUPD
94
60.00'
0.179
7,800
R1-6 RUPD
95
60.00'
0.179
7,800
R1-6 RUPD
96
60.00'
0.179
7,800
R1-6 RUPD
97
60.74'
0.180
7,855
R1-6 RUPD
98
67.27'
0.194
8,441
R1-6 RUPD
99
68.43'
0.196
8,516
R1-6 RUPD
100
68.27'
0.195
8,490
R1-6 RUPD
101
67.27'
0.192
8,364
R1-6 RUPD
102
64.94'
0.185
8,052
R1-6 RUPD
103
60.00'
0.172
7,500
R1-6 RUPD
104
60.00'
0.172
7,500
R1-6 RUPD
105
60.00'
0.172
7,500
R1-6 RUPD
106
60.00'
0.172
7,491
R1-6 RUPD
LOT AREA TABLE
LOT #
LOT
WIDTH
AREA
AREA
ZONING
(ACRES)
(S.F.)
107
60.00'
0.172
7,500
R1-6 RUPD
108
60.00'
0.172
7,500
R1-6 RUPD
109
60.00'
0.172
7,500
R1-6 RUPD
110
60.00'
0.172
7,500
R1-6 RUPD
111
60.00'
0.171
7,461
R1-6 RUPD
112
63.00'
0.181
7,866
R1-6 RUPD
113
60.00'
0.172
7,500
R1-6 RUPD
114
60.00'
0.172
7,500
R1-6 RUPD
115
60.00'
0.172
7,500
R1-6 RUPD
116
65.49'
0.197
8,582
R1-6 RUPD
117
45.00'
0.129
5,625
R1-6 RUPD
118
45.00'
0.129
5,625
R1-6 RUPD
119
45.00'
0.129
5,625
R1-6 RUPD
120
45.00'
0.129
5,625
R1-6 RUPD
121
45.00'
0.129
5,625
R1-6 RUPD
122
45.00'
0.129
5,625
R1-6 RUPD
123
45.00'
0.129
5,616
R1-6 RUPD
124
45.31'
0.137
5,955
R1-6 RUPD
125
45.00'
0.134
5,821
R1-6 RUPD
126
45.00'
0.136
5,941
R1-6 RUPD
127
45.00'
0.139
6,061
R1-6 RUPD
128
45.00'
0.142
6,182
R1-6 RUPD
129
45.00'
0.145
6,302
R1-6 RUPD
130
52.07'
0.149
6,500
R1-6 RUPD
131
52.00'
0.149
6,500
R1-6 RUPD
132
52.00'
0.149
6,500
R1-6 RUPD
133
52.00'
0.149
6,500
R1-6 RUPD
134
52.00'
0.149
6,500
R1-6 RUPD
135
57.00'
0.168
7,327
R1-6 RUPD
136
45.03'
0.142
6,164
R1-6 RUPD
137
45.03'
0.139
6,065
R1-6 RUPD
138
45.03'
0.137
5,967
R1-6 RUPD
139
45.03'
0.135
5,868
R1-6 RUPD
140
46.70'
0.141
6,130
R1-6 RUPD
141
45.00'
0.129
5,624
R1-6 RUPD
142
45.00'
0.129
5,625
R1-6 RUPD
143
45.00'
0.129
5,625
R1-6 RUPD
144
45.00'
0.129
5,625
R1-6 RUPD
145
45.00'
0.129
5,625
R1-6 RUPD
146
45.00'
0.129
5,625
R1-6 RUPD
147
46.00'
0.132
5,740
R1-6 RUPD
148
46.00'
0.132
5,752
R1-6 RUPD
149
46.00'
0.132
5,750
R1-6 RUPD
150
46.00'
0.132
5,750
R1-6 RUPD
151
46.00'
0.132
5,750
R1-6 RUPD
152
46.00'
0.132
5,750
R1-6 RUPD
153
45.49'
0.135
5,889
R1-6 RUPD
154
45.54'
0.141
6,139
R1-6 RUPD
155
45.10'
0.145
6,306
R1-6 RUPD
156
45.98'
0.164
7,159
R1-6 RUPD
157
45.27'
0.191
8,307
R1-6 RUPD
158
46.25'
0.155
6,733
R1-6 RUPD
159
53.12'
0.176
7,658
R1-6 RUPD
160
45.93'
0.157
6,838
R1-6 RUPD
161
45.31'
0.156
6,810
R1-6 RUPD
162
45.84'
0.164
7,146
R1-6 RUPD
163
45.84'
0.165
7,175
R1-6 RUPD
164
45.84'
0.160
6,977
R1-6 RUPD
165
45.84'
0.155
6,740
R1-6 RUPD
166
45.84'
0.147
6,390
R1-6 RUPD
167
45.25'
0.134
5,822
R1-6 RUPD
168
45.00'
0.129
5,625
R1-6 RUPD
169
45.00'
0.129
5,625
R1-6 RUPD
170
45.00'
0.129
5,625
R1-6 RUPD
171
45.00'
0.129
5,625
R1-6 RUPD
172
45.00'
0.129
5,625
R1-6 RUPD
173
46.00'
0.132
5,740
R1-6 RUPD
174
46.00'
0.132
5,740
R1-6 RUPD
175
46.02'
0.132
5,752
R1-6 RUPD
176
46.00'
0.132
5,750
R1-6 RUPD
177
46.00'
0.132
5,750
R1-6 RUPD
178
46.00'
0.132
5,750
R1-6 RUPD
179
47.98'
0.138
5,999
R1-6 RUPD
180
50.15'
0.144
6,261
R1-6 RUPD
181
55.24'
0.159
6,923
R1-6 RUPD
182
55.24'
0.164
7,147
R1-6 RUPD
183
57.81'
0.177
7,720
R1-6 RUPD
184
47.49'
0.137
5,963
R1-6 RUPD
185
45.00'
0.129
5,628
R1-6 RUPD
186
45.00'
0.129
5,633
R1-6 RUPD
187
45.00'
0.129
5,638
R1-6 RUPD
188
45.00'
0.130
5,644
R1-6 RUPD
189
45.00'
0.130
5,649
R1-6 RUPD
190
45.03'
0.136
5,909
R1-6 RUPD
191
45.01
0.139
6,045
R1-6 RUPD
192
45.25'
0.140
6,120
R1-6 RUPD
193
45.00'
0.132
5,760
R1-6 RUPD
194
45.00'
0.129
5,617
R1-6 RUPD
195
50.00'
0.143
6,217
R1-6 RUPD
196
47.00'
0.135
5,875
R1-6 RUPD
197
47.00'
0.135
5,875
R1-6 RUPD
198
47.00'
0.135
5,875
R1-6 RUPD
199
47.00'
0.135
5,875
R1-6 RUPD
200
47.00'
0.135
5,875
R1-6 RUPD
201
47.00'
0.135
5,875
R1-6 RUPD
202
45.00'
0.129
5,624
R1-6 RUPD
203
45.00'
0.129
5,625
R1-6 RUPD
204
45.00'
0.129
5,625
R1-6 RUPD
205
45.00'
0.129
5,625
R1-6 RUPD
206
45.00'
0.129
5,625
R1-6 RUPD
207
45.00'
0.129
5,625
R1-6 RUPD
208
45.00'
0.129
5,625
R1-6 RUPD
209
45.00'
0.126
5,495
R1-6 RUPD
210
45.00'
0.131
5,724
R1-6 RUPD
TOTAL
31.791
1,386,037
140
139
138
137
136
135
134
133
132
131
130
129
128
127
126
125
124
123
122
121
120
119
118
117
116
115
114
113
112
111
110
109
108
107
106
105
104
103
102
101
100
99
98
97
96
95
94
93
92
91
90
89
88
87
86
85
84
83
82
81
72
73
74
75
76
77
78
79
80
71
70
69
68
67
66
65
64
63
62
50 51 52 53 54 55 56 57 58 59 60 61
36
37
38
39
40
41
42
43
44
45
46
47
48
49
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21 20 19 18 17 16 15 14 13 12 11 10
9
8
7
6
5
4
3
2
1
159
158
157
156
155
154
153
152
151
150
149
148
147
173
172
171
170
169
168
167
166
165
164
163
162
161
160
141
142
143
144
145
146
175
176
177
178
179
180
181
182
183
184
184
185
186
187
188
189
190
191
192
193
194
195
196
197
198
199
200
201
202
203
204
205
206
207
208
209
210
TRACT K
TRACT
O
TRACT I
TRACT K
TRACT P
TRACT A
TRACT V
TRACT Q
N 157TH DRIVE
N 157TH DRIVE
N 157TH AVENUE
W CHERYL DRIVE
N 156TH DRIVE
N 156TH AVENUE
W BROWN STREET
N 158TH DRIVE
W BERYL AVENUE
N 158TH DRIVE
W CAMDEN AVENUE
W BERYL AVENUE
N 156TH AVENUE
N 156TH DRIVE
N 156TH AVENUE
W DEANNE DRIVE
TRACT
S
TRACT U
TRACT T
W CAMDEN AVENUE
W CHERYL DRIVE
TRACT R
TRACT B
TRACT
C
TRACT
C
TRACT E
TRACT G
TRACT F
TRACT H
TRACT J
TRACT L
TRACT M
W CAMDEN AVENUE
TRACT N
TRACT D
W NORTH LANE
N 157TH AVENUE
W PEORIA AVENUE
R/W
FRONT
SETBACK
R/W
STREET
CHORD
FRONT
SETBACK
DEFINITION OF LOT WIDTH
FOR RECTANGULAR LOTS, LOTS HAVING SIDE LOT LINES NOT PARALLEL, AND LOTS ON THE OUTSIDE OF
THE CURVE OF A STREET, THE DISTANCE BETWEEN SIDE LOT LINES MEASURED AT THE REQUIRED
MINIMUM FRONT YARD LINE ON A LINE PARALLEL TO THE STREET OR STREET CHORD; AND FOR LOTS ON
THE INSIDE OF A CURVE OF A STREET, THE DISTANCE BETWEEN SIDE LOT LINES MEASURED 30 FEET
BEHIND THE REQUIRED MINIMUM FRONT YARD LINE ON A LINE PARALLEL TO THE STREET OR STREET
CHORD.
FRONT BUILDING SETBACK LINE MEASUREMENT IS FROM A CHORD AT WHERE EACH OF THE TWO SIDE
LOT LINES INTERSECT THE RIGHT-OF-WAY
TYPICAL INSIDE CURVE
LOT WIDTH DETAIL
N.T.S.
TYPICAL OUTSIDE CURVE
LOT WIDTH DETAIL
N.T.S.
BUILDABLE
AREA
LOT WIDTH
REQUIRED
REAR YARD
REQUIRED
SIDEYARD
REQUIRED
REAR YARD
REQUIRED
SIDEYARD
REQUIRED
SIDEYARD
REQUIRED
SIDEYARD
STREET
CHORD
R1-6 RUPD
TYPICAL LOT LAYOUT
AND BUILDING SETBACKS
N.T.S.
NOTES:
CONCRETE MASONRY WALLS
CANNOT BE CONSTRUCTED IN
THE PUBLIC UTILITY EASEMENT
FRONT
10'*
REAR
15'*
SIDE
5' & 5'
STREET SIDE
10' (CORNER)
LOT COVERAGE 55%*
*PER APPROVED Z2020102
25x25' SITE VISIBILITY
TRIANGLE AT CORNER LOTS
10' LANDSCAPE TRACT
8' PUE
(TYP.)
8' PUE
(TYP.)
5' MIN.
25'
R/W
5' MIN.
25'
R/W
BSL
BSL
5' MIN.
10' MIN.
P/L
18'R
15' REQUIRED
REAR YARD
15'
MIN.
15'
MIN.
1' VNAE
10' MIN.
BSL
A
4
SEE SHEET 2 FOR CURVE
TABLE AND SHEET 3 LOT
AREA TABLE
FINAL PLAT
CVL Contact:
CVL Project #:
SHEET
OF
Printed By: Dominique Print Date: April 3, 2023 Filename: N:\01\0357501\CADD\Parcel-1\DS.P1.FPLAT.01.dwg
DATE
NO.
REVISION
STONEBRIDGE MANOR PARCEL 1
MARICOPA COUNTY, ARIZONA
P. FROEHLICH
01-0357501
9
COUNTY RECORDER
4550 North 12th Street
Phoenix, Arizona 85014
602-264-6831
www.cvlci.com
CELEBRATING60 YEARS
Coe & Van Loo Consultants, Inc.
© 2021 Coe & Van Loo Consultants, Inc.
All rights reserved to
reproduction in any format
4/3/23
LEGAL DESCRIPTION
DETAIL 1
N.T.S.
RUPD DEVELOPMENT STANDARDS TABLE
REGULATIONS
R1-6 BASE ZONING DISTRICT
R1-6 RUPD ZONING DISTRICT
MAX. HEIGHT
30'/2 STORIES
30'/2 STORIES, EXCEPT THAT ALL LOTS FALLING
WITHIN 100' OF THE WESTERN ZONING BOUNDARY
LINE SHALL BE RESTRICTED TO 1 STORY
MIN. FRONT YARD
20'
10'
MIN. SIDE YARD
5'
5'/5'
MIN. STREET-SIDE YARD
10'
10'
MIN. REAR YARD
25'
15'
MIN. LOT AREA
6,000 SQ. FT.
5,175 SQ. FT.
MIN. LOT WIDTH
60'
45'
LOT AREA PER DWELLING UNIT
6,000 SQ. FT.
5,175 SQ. FT.
MAX. LOT COVERAGE
50%
55%
PARKING SPACES
2 PER DWELLING
2 PER DWELLING
MAX. HEIGHT OF SUBDIVISION MONUMENT
6'
12' PRIMARY MONUMENT
8' SECONDARY MONUMENT
MAXIMUM SUBDIVISION SIGN AREA(SIGN
AREA AS DEFINED BY MCZO 1408.1)
32 SQ. FT., 6" HIGH WITH THE BASE AT
LEAST 1/2 THE WIDTH
40 SQ. FT PRIMARY SIGN, 32 SQ. FT SECONDARY
SIGN
*PER ZONING CASE# Z2020102
THAT PART OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 3 NORTH, RANGE
1 WEST, OF THE GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA, MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE CITY OF SURPRISE BRASS CAP IN HAND HOLE MARKING THE
NORTHEAST CORNER OF SAID SECTION 30, FROM WHICH THE CITY OF SURPRISE BRASS
CAP IN HAND HOLE MARKING THE NORTH QUARTER CORNER OF SAID SECTION 30
BEARS NORTH 90°00'00" WEST, A DISTANCE OF 2,640.37 FEET;
THENCE NORTH 90°00'00" WEST, ALONG THE NORTH LINE OF SAID NORTHEAST
QUARTER, A DISTANCE OF 660.37 FEET;
THENCE SOUTH 00°00'00" EAST, DEPARTING SAID NORTH LINE, A DISTANCE OF 40.00
FEET TO A POINT ON A LINE WHICH IS PARALLEL WITH AND 40.00 FEET SOUTHERLY, AS
MEASURED AT RIGHT ANGLES, FROM SAID NORTH LINE, BEING THE TRUE POINT OF
BEGINNING;
THENCE NORTH 90°00'00" EAST, ALONG SAID PARALLEL LINE, A DISTANCE OF 45.00 FEET;
THENCE SOUTH 00°00'00" EAST, DEPARTING SAID PARALLEL LINE, A DISTANCE OF 25.00
FEET;
THENCE SOUTH 03°24'31" WEST, A DISTANCE OF 88.16 FEET;
THENCE SOUTH 00°00'00" EAST, A DISTANCE OF 124.30 FEET TO A POINT ON A 20.00
FOOT RADIUS NON-TANGENT CURVE, WHOSE CENTER BEARS NORTH 15°11'39" EAST;
THENCE EASTERLY, ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 15°11'39", A
DISTANCE OF 5.30 FEET;
THENCE SOUTH 00°00'00" EAST, A DISTANCE OF 50.00 FEET;
THENCE NORTH 90°00'00" EAST, A DISTANCE OF 5.55 FEET;
THENCE SOUTH 00°00'00" EAST, A DISTANCE OF 250.00 FEET;
THENCE NORTH 90°00'00" WEST, A DISTANCE OF 97.88 FEET;
THENCE NORTH 00°00'00" EAST, A DISTANCE OF 125.00 FEET;
THENCE SOUTH 90°00'00" WEST, A DISTANCE OF 330.48 FEET TO A POINT ON A 765.00
FOOT RADIUS NON-TANGENT CURVE, WHOSE CENTER BEARS NORTH 86°23'22" EAST;
THENCE SOUTHERLY, ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 04°32'37", A
DISTANCE OF 60.66 FEET;
THENCE SOUTH 08°09'15" EAST, A DISTANCE OF 66.06 FEET TO A POINT ON A 20.00 FOOT
RADIUS NON-TANGENT CURVE, WHOSE CENTER BEARS NORTH 21°50'45" EAST;
THENCE EASTERLY, ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 27°29'44", A
DISTANCE OF 9.60 FEET;
THENCE SOUTH 10°24'10" EAST, A DISTANCE OF 50.20 FEET TO A POINT ON A 20.00 FOOT
RADIUS NON-TANGENT CURVE, WHOSE CENTER BEARS SOUTH 05°00'51" EAST;
THENCE SOUTHWESTERLY, ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF
33°08'24", A DISTANCE OF 11.57 FEET;
THENCE SOUTH 08°09'15" EAST, A DISTANCE OF 120.59 FEET;
THENCE NORTH 90°00'00" EAST, A DISTANCE OF 312.26 FEET;
THENCE SOUTH 00°00'00" EAST, A DISTANCE OF 7.19 FEET TO THE BEGINNING OF A
TANGENT CURVE OF 225.00 FOOT RADIUS, CONCAVE EASTERLY;
THENCE SOUTHERLY, ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 16°06'24", A
DISTANCE OF 63.25 FEET;
THENCE SOUTH 73°53'36" WEST, A DISTANCE OF 149.00 FEET;
THENCE SOUTH 28°42'08" EAST, A DISTANCE OF 80.15 FEET;
THENCE SOUTH 41°07'50" EAST, A DISTANCE OF 92.05 FEET;
THENCE SOUTH 53°54'48" EAST, A DISTANCE OF 278.00 FEET;
THENCE SOUTH 36°05'42" WEST, A DISTANCE OF 122.32 FEET TO A POINT ON A 20.00
FOOT RADIUS NON-TANGENT CURVE, WHOSE CENTER BEARS NORTH 06°05'42" EAST;
THENCE NORTHEASTERLY, ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF
60°00'00", A DISTANCE OF 20.94 FEET;
THENCE SOUTH 53°54'18" EAST, A DISTANCE OF 50.00 FEET;
THENCE SOUTH 36°05'42" WEST, A DISTANCE OF 23.78 FEET;
THENCE SOUTH 53°54'18" EAST, A DISTANCE OF 125.00 FEET;
THENCE SOUTH 36°05'42" WEST, A DISTANCE OF 482.10 FEET;
THENCE SOUTH 29°54'08" WEST, A DISTANCE OF 457.78 FEET;
THENCE NORTH 60°05'52" WEST, A DISTANCE OF 125.00 FEET;
THENCE SOUTH 29°54'08" WEST, A DISTANCE OF 10.87 FEET;
THENCE NORTH 60°05'52" WEST, A DISTANCE OF 50.00 FEET TO A POINT ON A 20.00 FOOT
RADIUS NON-TANGENT CURVE, WHOSE CENTER BEARS NORTH 60°05'52" WEST;
THENCE NORTHERLY, ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 60°00'00", A
DISTANCE OF 20.94 FEET;
THENCE SOUTH 29°54'08" WEST, A DISTANCE OF 122.32 FEET;
THENCE NORTH 60°05'52" WEST, A DISTANCE OF 240.00 FEET;
THENCE NORTH 66°00'04" WEST, A DISTANCE OF 117.68 FEET;
THENCE NORTH 71°16'12" WEST, A DISTANCE OF 59.10 FEET;
THENCE NORTH 76°37'36" WEST, A DISTANCE OF 59.23 FEET;
THENCE NORTH 84°11'03" WEST, A DISTANCE OF 116.52 FEET;
THENCE NORTH 90°00'00" WEST, A DISTANCE OF 479.84 FEET;
THENCE NORTH 00°00'00" EAST, A DISTANCE OF 127.32 FEET TO A POINT ON A 20.00
FOOT RADIUS NON-TANGENT CURVE, WHOSE CENTER BEARS SOUTH 30°00'00" EAST;
THENCE SOUTHWESTERLY, ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF
60°00'00", A DISTANCE OF 20.94 FEET;
THENCE NORTH 90°00'00" WEST, A DISTANCE OF 50.00 FEET;
THENCE SOUTH 88°51'56" WEST, A DISTANCE OF 56.68 FEET;
THENCE NORTH 01°08'04" WEST, A DISTANCE OF 1,098.90 FEET;
THENCE NORTH 88°51'56" EAST, A DISTANCE OF 122.96 FEET;
THENCE NORTH 90°00'00" EAST, A DISTANCE OF 700.00 FEET TO A POINT ON A 465.00
FOOT RADIUS NON-TANGENT CURVE, WHOSE CENTER BEARS SOUTH 83°49'38" WEST;
THENCE NORTHERLY, ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 08°51'29", A
DISTANCE OF 71.89 FEET TO THE BEGINNING OF A TANGENT REVERSE CURVE OF 535.00
FOOT RADIUS, CONCAVE EASTERLY;
THENCE NORTHERLY, ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 05°49'54", A
DISTANCE OF 54.45 FEET TO A POINT ON A 20.00 FOOT RADIUS NON-TANGENT CURVE,
WHOSE CENTER BEARS SOUTH 19°52'40" WEST;
THENCE WESTERLY, ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 19°52'40", A
DISTANCE OF 6.94 FEET;
THENCE NORTH 90°00'00" WEST, A DISTANCE OF 9.89 FEET;
THENCE NORTH 00°00'00" EAST, A DISTANCE OF 50.00 FEET;
THENCE NORTH 90°00'00" WEST, A DISTANCE OF 128.71 FEET;
THENCE NORTH 00°00'00" EAST, A DISTANCE OF 250.00 FEET;
THENCE NORTH 90°00'00" EAST, A DISTANCE OF 128.52 FEET TO THE BEGINNING OF A
TANGENT CURVE OF 20.00 FOOT RADIUS, CONCAVE SOUTHWESTERLY;
THENCE SOUTHEASTERLY, ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF
90°00'00", A DISTANCE OF 31.42 FEET;
THENCE SOUTH 00°00'00" EAST, A DISTANCE OF 60.00 FEET;
THENCE NORTH 90°00'00" EAST, A DISTANCE OF 50.00 FEET TO A POINT ON A 20.00 FOOT
RADIUS NON-TANGENT CURVE, WHOSE CENTER BEARS SOUTH 90°00'00" EAST;
THENCE SOUTHERLY, ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 28°38'53", A
DISTANCE OF 10.00 FEET;
THENCE NORTH 90°00'00" EAST, A DISTANCE OF 55.76 FEET TO THE BEGINNING OF A
TANGENT CURVE OF 464.59 FOOT RADIUS, CONCAVE NORTHERLY;
THENCE EASTERLY, ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 03°32'01", A
DISTANCE OF 28.65 FEET;
THENCE NORTH 86°27'59" EAST, A DISTANCE OF 40.11 FEET;
THENCE NORTH 00°00'00" WEST, A DISTANCE OF 149.50 FEET;
THENCE SOUTH 87°18'48" EAST, A DISTANCE OF 22.58 FEET;
THENCE NORTH 02°41'12" EAST, A DISTANCE OF 70.68 FEET TO THE BEGINNING OF A
TANGENT CURVE OF 964.00 FOOT RADIUS, CONCAVE WESTERLY;
THENCE NORTHERLY, ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 02°41'13", A
DISTANCE OF 45.21 FEET;
THENCE NORTH 00°00'00" EAST, A DISTANCE OF 65.00 FEET TO THE BEGINNING OF A
TANGENT CURVE OF 20.00 FOOT RADIUS, CONCAVE SOUTHWESTERLY;
THENCE NORTHWESTERLY, ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF
90°00'00", A DISTANCE OF 31.42 FEET;
THENCE NORTH 00°00'00" EAST, A DISTANCE OF 25.00 FEET TO A POINT ON A LINE THAT
IS PARALLEL WITH AND 40.00 FEET SOUTHERLY, AS MEASURED AT RIGHT ANGLES,
FROM THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 30;
THENCE NORTH 90°00'00" EAST, ALONG SAID PARALLEL LINE, A DISTANCE OF 670.48
FEET TO THE TRUE POINT OF BEGINNING.
CONTAINING 2,601,113 SQUARE FEET OR 59.713 ACRES, MORE OR LESS.
A
8' P.U.E.
W DEANNE DRIVE
AVENUE
N 156TH DRIVE
N 157TH AVENUE
N 157TH AVENUE
1' V.N.A.E.
8' P.U.E.
8' P.U.E.
1' V.N.A.E.
8' P.U.E.
1' V.N.A.E.
1' V.N.A.E.
8' P.U.E.
8' P.U.E.
8' P.U.E.
8' P.U.E.
8' P.U.E.
8' P.U.E.
8' P.U.E.
8' P.U.E.
8' P.U.E.
8' P.U.E.
8' P.U.E.
1
1
1
1
1
1
1
1
1
1
1
1
1' V.N.A.E.
1' V.N.A.E.
1' V.N.A.E.
1' V.N.A.E.
8' P.U.E.
TRACT S
TRACT Q
TRACT Q
TRACT T
TRACT Q
TRACT R
RACT P
TRACT B
TRACT V
TRACT U
TRACT A
1' V.N.A.E.
8' P.U.E.
W PEORIA AVENUE
1' V.N.A.E.
TRACT Q
TRACT A
8' P.U.E.
8' P.U.E.
FUTURE
STONEBRIDGE MANOR
PARCEL 2
FUTURE
STONEBRIDGE MANOR
PARCEL 2
FUTURE
STONEBRIDGE MANOR
PARCEL 3
FUTURE
STONEBRIDGE MANOR
PARCEL 3
65' DRAINAGE
EASEMENT
DOC.#
2006-1027377
8' P.U.E.
8' P.U.E.
S08
1
1
1
N 156TH
W
NORTH LANE
N 157TH
DRIVE
STONEFIELD
BOOK 1576 OF MAPS, PAGE 32, M.C.R.
GREER RANCH SOUTH PARCEL 14
BOOK 671 OF MAPS, PAGE 24, M.C.R.
TH
VE
36'
36'
36'
36'
25'
25'
25'
25'
25'
25'
36'
36'
25'
36'
36'
36'
25'
25'
25'
25'
25'
25'
25'
25'
25'
25'
25'
25'
25'
25'
25'
25'
25'
25'
36'
25'
25'
25'
25'
36'
36'
36'
36'
25'
25'
25'
25'
207
4
3
2
202
203
204
205
206
190
209
210
208
194
193
192
191
189
188
187
186
185
1
195
196
197
198
199
200
201
5
FINAL PLAT
CVL Contact:
CVL Project #:
SHEET
OF
Printed By: Dominique Print Date: April 3, 2023 Filename: N:\01\0357501\CADD\Parcel-1\DS.P1.FPLAT.04.dwg
DATE
NO.
REVISION
STONEBRIDGE MANOR PARCEL 1
MARICOPA COUNTY, ARIZONA
P. FROEHLICH
01-0357501
9
COUNTY RECORDER
4550 North 12th Street
Phoenix, Arizona 85014
602-264-6831
www.cvlci.com
CELEBRATING60 YEARS
Coe & Van Loo Consultants, Inc.
© 2021 Coe & Van Loo Consultants, Inc.
All rights reserved to
reproduction in any format
4/3/23
NORTHWEST CORNER OF SECTION 30
TOWNSHIP 3 NORTH, RANGE 1 WEST
FOUND MARICOPA COUNTY
DEPARTMENT OF TRANSPORTATION
BRASS CAP FLUSH
MATCH SHEET 6
MATCH SHEET 6
NORTHWEST CORNER, SECTION 30
TOWNSHIP 3 NORTH, RANGE 1 WEST
FOUND CITY OF SURPRISE BRASS CAP IN HAND HOLE
36'
36'
25'
25'
25'
25'
NORTH 1/4 CORNER SECTION 30
TOWNSHIP 3 NORTH
RANGE 1 WEST
FOUND CITY OF SURPRISE BRASS CAP FLUSH
SEE SHEET 2 FOR CURVE
TABLE, SHEET 3 FOR LOT
AREA TABLE AND SHEET 6
FOR LEGEND
40'
20'
40'
SCALE: 1" = 40'
0
SECTION CORNER - FOUND BRASS CAP (UNLESS
OTHERWISE NOTED)
SIGHT VISIBILITY EASEMENT
PUBLIC UTILITY EASEMENT
VEHICULAR NON ACCESS EASEMENT
ACRES
BUILDING SETBACK LINE
RIGHT-OF-WAY
EXISTING
MARICOPA COUNTY RECORDER
DOCUMENT NUMBER
LEGEND
INDICATES PROPERTY CORNER - SET 1/2" REBAR
W/ CAP IN ACCORDANCE WITH SECTION 304, 5, C OF
THE SUBDIVISION CODE
CENTERLINE MONUMENTATION - SET BRASS CAP
FLUSH UPON COMPLETION OF JOB PER M.A.G. STD.
DTL. 120, TYPE "B" (UNLESS OTHERWISE NOTED)
SECTION LINE
BOUNDARY LINE
LOT LINE
CENTERLINE
EASEMENT
SHEET NUMBER
SITE VISIBILITY EASEMENT (25' X 25')
S.V.E.
P.U.E.
V.N.A.E.
AC.
B.S.L.
R/W
EX.
M.C.R.
DOC.#
CORNER OF THIS SUBDIVISION - SET SURVEY
MARKER PER M.A.G. STD. DTL. 120, TYPE "C" -
MODIFIED (UNLESS OTHERWISE NOTED)
B
SQUARE FEET
S.F.
LOT RESTRICTED TO ONE-STORY
*
FOUND 1/2" REBAR L.S. #31020
MWD 12' LATERAL 8 EASEMENT AND
PIPELINE MCR NO.2007-0559323
MWD 33' ROMOLA LTD FEE BK
19, PG 16
A
MONUMENT DETAIL
CITY OF GLENDALE
CITY OF SURPRISE
EX 40' ROW
PROP. 65' ROW
SHARED 10' ROW
MARICOPA COUNTY
FIRE HYDRANT
CURVE NUMBER
C1
W CAMDEN AVENUE
N 156TH AVENUE
W BERYL AVENUE
W CAMDEN
AVENUE
N 156TH DRIVE
W BERYL AVENUE
N 157TH AVENUE
1' V.N.A.E.
1' V.N.A.E.
1' V.N.A.E.
8' P.U.E.
8' P.U.E.
8' P.U.E.
8' P.U.E.
8' P.U.E.
1' V.N.A.E.
8' P.U.E.
1' V.N.A.E.
8' P.U.E.
1' V.N.A.E.
8' P.U.E.
1' V.N.A.E.
8' P.U.E.
8' P.U.E.
1' V.N.A.E.
1' V.N.A.E.
8' P.U.E.
8' P.U.E.
1' V.N.A.E.
1' V.N.A.E.
8' P.U.E.
8' P.U.E.
8' P.U.E.
8' P.U.E.
1
1
1
1
1
1
1
1
1
1
1
TRACT P
TRACT P
TRACT Q
TRACT O
TRACT O
TRACT N
TRACT M
TRACT K
TRACT A
TRACT A
1' V.N.A.E.
FUTURE
STONEBRIDGE MANOR
PARCEL 3
FUTURE
STONEBRIDGE MANOR
PARCEL 3
8' P.U.E.
1' V.N.A.E.
1' V.N.A.E.
8' P.U.E.
8' P.U.E.
8' P.U.E.
8' P.U.E.
N 157TH AVENUE
8' P.U.E.
20' SEWER EASEMENT
DEDICATED HEREON
APN 501 41 005F
N 156TH
DRIVE
25'
25'
25'
25'
25'
25'
25'
25'
36'
36'
25'
25'
36'
36'
25'
25'
25'
25'
25'
25'
25'
36'
36'
25'
25'
25'
25'
25'
25'
25'
25'
25'
25'
25'
25'
25'
25'
25'
157
5
4
142
143
144
145
146
186
185
183
182
181
158
164
156
155
160
161
162
163
169
165
166
154
132
7
6
184
159
150
167
168
172
170
171
173
180
179
178
177
176
175
174
147
148
149
152
151
153
136
137
134
135
131
133
6
FINAL PLAT
CVL Contact:
CVL Project #:
SHEET
OF
Printed By: Dominique Print Date: April 3, 2023 Filename: N:\01\0357501\CADD\Parcel-1\DS.P1.FPLAT.04.dwg
DATE
NO.
REVISION
STONEBRIDGE MANOR PARCEL 1
MARICOPA COUNTY, ARIZONA
P. FROEHLICH
01-0357501
9
COUNTY RECORDER
4550 North 12th Street
Phoenix, Arizona 85014
602-264-6831
www.cvlci.com
CELEBRATING60 YEARS
Coe & Van Loo Consultants, Inc.
© 2021 Coe & Van Loo Consultants, Inc.
All rights reserved to
reproduction in any format
4/3/23
25'
25'
25'
25'
25'
36'
36'
25'
25'
25'
MATCH SHEET 5
MATCH SHEET 5
MATCH SHEET 9
MATCH SHEET 7
MATCH SHEET 7
MATCH SHEET 7
MATCH SHEET 9
36'
SEE SHEET 2 FOR CURVE
TABLE, SHEET 3 FOR LOT
AREA TABLE AND SHEET 6
FOR LEGEND
40'
20'
40'
SCALE: 1" = 40'
0
N 156TH
AVENUE
SECTION CORNER - FOUND BRASS CAP (UNLESS
OTHERWISE NOTED)
SIGHT VISIBILITY EASEMENT
PUBLIC UTILITY EASEMENT
VEHICULAR NON ACCESS EASEMENT
ACRES
CURVE NUMBER
BUILDING SETBACK LINE
RIGHT-OF-WAY
EXISTING
MARICOPA COUNTY RECORDER
DOCUMENT NUMBER
LEGEND
INDICATES PROPERTY CORNER - SET 1/2" REBAR
W/ CAP IN ACCORDANCE WITH SECTION 304, 5, C OF
THE SUBDIVISION CODE
CENTERLINE MONUMENTATION - SET BRASS CAP
FLUSH UPON COMPLETION OF JOB PER M.A.G. STD.
DTL. 120, TYPE "B" (UNLESS OTHERWISE NOTED)
SECTION LINE
BOUNDARY LINE
LOT LINE
CENTERLINE
EASEMENT
SHEET NUMBER
SITE VISIBILITY EASEMENT (25' X 25')
S.V.E.
P.U.E.
V.N.A.E.
AC.
C1
B.S.L.
R/W
EX.
M.C.R.
DOC.#
CORNER OF THIS SUBDIVISION - SET SURVEY
MARKER PER M.A.G. STD. DTL. 120, TYPE "C" -
MODIFIED (UNLESS OTHERWISE NOTED)
B
SQUARE FEET
S.F.
LOT RESTRICTED TO ONE-STORY
*
FOUND 1/2" REBAR L.S. #31020
FIRE HYDRANT
N 157TH DRIVE
N 156TH AVENUE
W BERYL AVENUE
W BROWN STREET
N 156TH AVENUE
N 156TH DRIVE
W CHERYL DRIVE
8' P.U.E.
8' P.U.E.
8' P.U.E.
8' P.U.E.
1' V.N.A.E.
8' P.U.E.
8' P.U.E.
1' V.N.A.E.
1' V.N.A.E.
1' V.N.A.E.
1' V.N.A.E.
1' V.N.A.E.
8' P.U.E.
1' V.N.A.E.
8' P.U.E.
8' P.U.E.
1' V.N.A.E.
8' P.U.E.
1' V.N.A.E.
1' V.N.A.E.
1' V.N.A.E.
8' P.U.E.
8' P.U.E.
8' P.U.E.
1
1
1
1
1
1
TRACT N
TRACT M
TRACT L
TRACT I
TRACT J
8' P.U.E.
1' V.N.A.E.
8' P.U.E.
1' V.N.A.E.
SEWER EASEMENT
DEDICATED HEREON
FUTURE
STONEBRIDGE MANOR
PARCEL 4
APN 501-41-005F
FLOOD CONTROL DISTRICT
OF
MARICOPA COUNTY
APN 501-41-005F
FLOOD CONTROL DISTRICT
OF
MARICOPA COUNTY
25'
25'
25'
5
25'
25'
25
25'
25'
25'
25'
25'
25'
25'
25'
25'
25'
25'
25'
25'
25'
25'
25'
25'
141
142
143
144
145
146
132
119
111
110
109
108
107
113
121
112
117
122
115
118
120
116
114
123
150
172
173
105
104
103
106
147
148
149
151
139
128
136
140
127
137
138
134
135
130
131
129
133
126
125
124
7
FINAL PLAT
CVL Contact:
CVL Project #:
SHEET
OF
Printed By: Dominique Print Date: April 3, 2023 Filename: N:\01\0357501\CADD\Parcel-1\DS.P1.FPLAT.04.dwg
DATE
NO.
REVISION
STONEBRIDGE MANOR PARCEL 1
MARICOPA COUNTY, ARIZONA
P. FROEHLICH
01-0357501
9
COUNTY RECORDER
4550 North 12th Street
Phoenix, Arizona 85014
602-264-6831
www.cvlci.com
CELEBRATING60 YEARS
Coe & Van Loo Consultants, Inc.
© 2021 Coe & Van Loo Consultants, Inc.
All rights reserved to
reproduction in any format
4/3/23
SEE SHEET 2 FOR CURVE
TABLE, SHEET 3 FOR LOT
AREA TABLE AND SHEET 6
FOR LEGEND
25'
25'
25'
25'
25'
25'
25'
MATCH SHEET 6
MATCH SHEET 8
MATCH SHEET 8
MATCH SHEET 8
W BERYL AVENUE
MATCH SHEET 6
MATCH SHEET 6
B
40'
20'
40'
SCALE: 1" = 40'
0
SECTION CORNER - FOUND BRASS CAP (UNLESS
OTHERWISE NOTED)
SIGHT VISIBILITY EASEMENT
PUBLIC UTILITY EASEMENT
VEHICULAR NON ACCESS EASEMENT
ACRES
CURVE NUMBER
BUILDING SETBACK LINE
RIGHT-OF-WAY
EXISTING
MARICOPA COUNTY RECORDER
DOCUMENT NUMBER
LEGEND
INDICATES PROPERTY CORNER - SET 1/2" REBAR
W/ CAP IN ACCORDANCE WITH SECTION 304, 5, C OF
THE SUBDIVISION CODE
CENTERLINE MONUMENTATION - SET BRASS CAP
FLUSH UPON COMPLETION OF JOB PER M.A.G. STD.
DTL. 120, TYPE "B" (UNLESS OTHERWISE NOTED)
SECTION LINE
BOUNDARY LINE
LOT LINE
CENTERLINE
EASEMENT
SHEET NUMBER
SITE VISIBILITY EASEMENT (25' X 25')
S.V.E.
P.U.E.
V.N.A.E.
AC.
C1
B.S.L.
R/W
EX.
M.C.R.
DOC.#
CORNER OF THIS SUBDIVISION - SET SURVEY
MARKER PER M.A.G. STD. DTL. 120, TYPE "C" -
MODIFIED (UNLESS OTHERWISE NOTED)
B
SQUARE FEET
S.F.
LOT RESTRICTED TO ONE-STORY
*
FOUND 1/2" REBAR L.S. #31020
FIRE HYDRANT
W CHERYL DRIVE
W BROWN STREET
N 158TH DRIVE
W BROWN STREET
N 157TH DRIVE
1' V.N.A.E.
1' V.N.A.E.
1' V.N.A.E.
8' P.U.E.
8' P.U.E.
8' P.U.E.
8' P.U.E.
8' P.U.E.
8' P.U.E.
8' P.U.E.
8' P.U.E.
1' V.N.A.E.
1' V.N.A.E.
8' P.U.E.
8' P.U.E.
8' P.U.E.
8' P.U.E.
8' P.U.E.
1' V.N.A.E.
1' V.N.A.E.
1' V.N.A.E.
1' V.N.A.E.
8' P.U.E.
1
1
1
1
1
1
1
1
TRACT
TRACT K
TRACT K
TRACT H
TRACT G
TRACT F
TRACT E
TRACT C
FUTURE
STONEBRIDGE MANOR
PARCEL 4
8' P.U.E.
8' P.U.E.
TWELVE OAKS
ESTATES
BOOK 723 OF MAPS,
PAGE 29, M.C.R.
25'
25'
25'
25'
25'
25'
25'
25'
25'
25'
25'
25'
25'
25'
25'
25'
25'
25'
25'
25'
25'
25'
25'
25'
25'
25'
25'
85
101
100
99
66
69
81
82
83
84
73
86
87
72
98
117
115
118
116
77
78
79
80
74
75
76
89
88
63
67
64
68
65
62
70
71
102
105
104
103
96
95
92
1
91
90
97
94
93
8
FINAL PLAT
CVL Contact:
CVL Project #:
SHEET
OF
Printed By: Dominique Print Date: April 3, 2023 Filename: N:\01\0357501\CADD\Parcel-1\DS.P1.FPLAT.04.dwg
DATE
NO.
REVISION
STONEBRIDGE MANOR PARCEL 1
MARICOPA COUNTY, ARIZONA
P. FROEHLICH
01-0357501
9
COUNTY RECORDER
4550 North 12th Street
Phoenix, Arizona 85014
602-264-6831
www.cvlci.com
CELEBRATING60 YEARS
Coe & Van Loo Consultants, Inc.
© 2021 Coe & Van Loo Consultants, Inc.
All rights reserved to
reproduction in any format
4/3/23
25'
25'
25'
25'
MATCH SHEET 7
MATCH SHEET 7
MATCH SHEET 9
MATCH SHEET 9
MATCH SHEET 7
MATCH SHEET 9
MATCH SHEET 7
SEE SHEET 2 FOR CURVE
TABLE, SHEET 3 FOR LOT
AREA TABLE AND SHEET 6
FOR LEGEND
40'
20'
40'
SCALE: 1" = 40'
0
*
SECTION CORNER - FOUND BRASS CAP (UNLESS
OTHERWISE NOTED)
SIGHT VISIBILITY EASEMENT
PUBLIC UTILITY EASEMENT
VEHICULAR NON ACCESS EASEMENT
ACRES
CURVE NUMBER
BUILDING SETBACK LINE
RIGHT-OF-WAY
EXISTING
MARICOPA COUNTY RECORDER
DOCUMENT NUMBER
LEGEND
INDICATES PROPERTY CORNER - SET 1/2" REBAR
W/ CAP IN ACCORDANCE WITH SECTION 304, 5, C OF
THE SUBDIVISION CODE
CENTERLINE MONUMENTATION - SET BRASS CAP
FLUSH UPON COMPLETION OF JOB PER M.A.G. STD.
DTL. 120, TYPE "B" (UNLESS OTHERWISE NOTED)
SECTION LINE
BOUNDARY LINE
LOT LINE
CENTERLINE
EASEMENT
SHEET NUMBER
SITE VISIBILITY EASEMENT (25' X 25')
S.V.E.
P.U.E.
V.N.A.E.
AC.
C1
B.S.L.
R/W
EX.
M.C.R.
DOC.#
CORNER OF THIS SUBDIVISION - SET SURVEY
MARKER PER M.A.G. STD. DTL. 120, TYPE "C" -
MODIFIED (UNLESS OTHERWISE NOTED)
B
SQUARE FEET
S.F.
LOT RESTRICTED TO ONE-STORY
*
FOUND 1/2" REBAR L.S. #31020
FIRE HYDRANT
W CHERYL DRIVE
N 156TH DRIVE
W CAMDEN AVENUE
N 158TH DRIVE
W BERYL AVENUE
W CHERYL DRIVE
N 156T
W BERYL AVENUE
N 157TH AVENUE
N 157TH DRIVE
1' V.N.A.E.
1' V.N.A.E.
1' V.N.A.E.
1' V.N.A.E.
8' P.U.E.
8' P.U.E.
8' P.U.E.
1' V.N.A.E.
8' P.U.E.
8' P.U.E.
8' P.U.E.
8' P.U.E.
8' P.U.E.
1' V.N.A.E.
1' V.N.A.E.
1' V.N.A.E.
1' V.N.A.E.
8' P.U.E.
8' P.U.E.
8' P.U.E.
8' P.U.E.
8' P.U.E.
1' V.N.A.E.
8' P.U.E.
8' P.U.E.
8' P.U.E.
1' V.N.A.E.
8' P.U.E.
8' P.U.E.
N 157TH
DRIVE
1
1
1
1
1
1
1
1
1
1
1
TRACT O
TRA
TRACT K
TRACT E
TRACT C
TRACT C
TRACT D
TRACT B
TRA
TRACT A
TRACT A
1' V.N.A.E.
1' V.N.A.E.
FUTURE
STONEBRIDGE MANOR
PARCEL 2
8' P.U.E.
8' P.U.E.
8' P.U.E.
8' P.U.E.
N 157TH AVENUE
20' SEWER EASEMENT
DEDICATED HEREON
TRACT E
25'
25'
25'
25'
36'
36'
25'
25'
36'
36'
25'
25'
36'
36'
25'
25'
25'
25'
25'
5'
25'
25'
25'
25'
25'
25'
25'
25'
25'
25'
25'
5'
25'
25'
25'
25'
25'
25'
41
5
4
158
66
14
21
20
19
18
17
16
15
10
13
12
11
9
8
7
6
69
36
37
38
39
40
46
42
43
44
45
48
47
159
60
55
51
63
67
50
59
54
64
68
58
53
65
61
57
52
62
56
70
71
28
29
30
23
31
24
32
25
33
26
34
27
35
22
49
9
FINAL PLAT
CVL Contact:
CVL Project #:
SHEET
OF
Printed By: Dominique Print Date: April 3, 2023 Filename: N:\01\0357501\CADD\Parcel-1\DS.P1.FPLAT.04.dwg
DATE
NO.
REVISION
STONEBRIDGE MANOR PARCEL 1
MARICOPA COUNTY, ARIZONA
P. FROEHLICH
01-0357501
9
COUNTY RECORDER
4550 North 12th Street
Phoenix, Arizona 85014
602-264-6831
www.cvlci.com
CELEBRATING60 YEARS
Coe & Van Loo Consultants, Inc.
© 2021 Coe & Van Loo Consultants, Inc.
All rights reserved to
reproduction in any format
4/3/23
25'
25'
36'
25'
25'
MATCH SHEET 8
MATCH SHEET 8
25'
25'
MATCH SHEET 6
MATCH SHEET 6
36'
MATCH SHEET 7
MATCH SHEET 6
SEE SHEET 2 FOR CURVE
TABLE, SHEET 3 FOR LOT
AREA TABLE AND SHEET 6
FOR LEGEND
TWELVE OAKS ESTATES
BOOK 723 OF MAPS, PAGE 29, M.C.R.
40'
20'
40'
SCALE: 1" = 40'
0
*
SECTION CORNER - FOUND BRASS CAP (UNLESS
OTHERWISE NOTED)
SIGHT VISIBILITY EASEMENT
PUBLIC UTILITY EASEMENT
VEHICULAR NON ACCESS EASEMENT
ACRES
CURVE NUMBER
BUILDING SETBACK LINE
RIGHT-OF-WAY
EXISTING
MARICOPA COUNTY RECORDER
DOCUMENT NUMBER
LEGEND
INDICATES PROPERTY CORNER - SET 1/2" REBAR
W/ CAP IN ACCORDANCE WITH SECTION 304, 5, C OF
THE SUBDIVISION CODE
CENTERLINE MONUMENTATION - SET BRASS CAP
FLUSH UPON COMPLETION OF JOB PER M.A.G. STD.
DTL. 120, TYPE "B" (UNLESS OTHERWISE NOTED)
SECTION LINE
BOUNDARY LINE
LOT LINE
CENTERLINE
EASEMENT
SHEET NUMBER
SITE VISIBILITY EASEMENT (25' X 25')
S.V.E.
P.U.E.
V.N.A.E.
AC.
C1
B.S.L.
R/W
EX.
M.C.R.
DOC.#
CORNER OF THIS SUBDIVISION - SET SURVEY
MARKER PER M.A.G. STD. DTL. 120, TYPE "C" -
MODIFIED (UNLESS OTHERWISE NOTED)
B
SQUARE FEET
S.F.
LOT RESTRICTED TO ONE-STORY
*
FOUND 1/2" REBAR L.S. #31020
FIRE HYDRANT
N 156TH DRIVE
December 9, 2022
Stonebridge
Manor
Parcel 1
A single-family residential subdivision
located southwest of the southwest
corner of Peoria Avenue & Reems Road
Maricopa County, Arizona
Final Plat Narrative
Case Number: S2021030
Developer:
Ashton Woods
of Arizona
16427 North Scottsdale Road
Suite 300
Scottsdale, Arizona 85254
Contact: Kirsten Beard
(602) 522-4723
Civil Engineer:
Coe & Van Loo Consultants, Inc.
4550 N. 12th Street
Phoenix, AZ 85014.
Parker Froehlich, P.E.
602-285-4891
pfroehlich@clvci.com
Final Plat Narrative
Stonebridge Manor Parcel 1
Coe & Van Loo Consultants, Inc.
Final Plat Narrative
Project No. 1.01.0357501
1
N:\01\0357501\Admin\Project Management\Final Plat Narratives\Parcel 1
December 9, 2022
Contents
1.0 PURPOSE OF REQUEST ....................................................................................................... 1
2.0 DESCRIPTION OF PROPOSAL .............................................................................................. 2
3.0 RELATIONSHIP TO SURROUNDING PROPERTIES ................................................................ 4
4.0 LOCATION AND ACCESSIBILIITY .......................................................................................... 4
5.0 CIRCULATION SYSTEM ...................................................................................................... 4
6.0 DEVELOPMENT SCHEDULE ................................................................................................ 4
7.0 COMMUNITY FACILITES AND SERVICES ............................................................................. 5
8.0 PUBLIC UTILITES AND SERVICES ......................................................................................... 5
9.0 LANDSCAPE CONCEPT & AMENITIES .................................................................................. 5
10.0 CONCLUSION ................................................................................................................... 6
Stonebridge Manor Parcel 1
Coe & Van Loo Consultants, Inc.
Final Plat Narrative
Project No. 1.01.0357501
2
N:\01\0357501\Admin\Project Management\Final Plat Narratives\Parcel 1
December 9, 2022
1.0 PURPOSE OF REQUEST
On behalf of Ashton Woods of Arizona, Coe & Van Loo Consultants, Inc (CVL) is pleased to
submit this Final Plat request for Stonebridge Manor Parcel 1, a single-family detached residential
community generally located southwest of the southwest corner of Peoria Avenue and Reems
Road (“Property”) in Maricopa County, Arizona (“County”).
The Property contains 59.303 acres of undeveloped agricultural land identified on the Maricopa
County Assessor’s map as APN 501-41- 006Z. The Property is located in the northeast
quarter of Section 30, Township 3 North, Range 1 West, of the Gila and Salt River Base &
Meridian, Maricopa County, Arizona.
Stonebridge Manor Parcel 1 is proposed as a single-family residential neighborhood in
conformance with the approved Rezoning (Case # Z22020102) and Comprehensive Plan
Amendment (Case # CPA2020005) applications recently approved for the Property on May 5,
2021. This Final Plat is also in substantial conformance with the Preliminary Plat for Stonebridge
Manor (S2021019), approved by the Commission on October 7, 2021. Rezoning application
rezoned the Property from the prior R1-35 and RU-43 zoning designations to R1-6 RUPD Single-
Family Residential zoning with a Residential Unit
Plan of Development overlay. The
Comprehensive Plan Amendment application amended the County’s Comprehensive Plan land
use designation from Agriculture (AG) to Single Family – Transitional Lot.
The plans and exhibits included in this submittal address the elements and characteristics of the
Stonebridge Manor Parcel 1 community required by the County’s Final Plat application.
2.0 DESCRIPTION OF PROPOSAL
Stonebridge Manor Parcel 1 consists of 3 lot sizes, 45’ x 120’ (±5,400 sf), 50’ x 120’ (6,000 sf), and
60’ x 125’ (7,500 sf). This Final Plat proposes a total of 210 lots and 22 tracts. The proposed
number of lots produces a density of 3.54 dwelling units per acre (“du/ac”), complying with the
allowed density per the current Comprehensive Plan Amendment and Rezoning approvals. The
community could provide a projected population of approximately 441 residents on the
proposed 210 lots, when estimating for approximately 2.1 persons per household. The
development standards are listed in the R1-6 RUPD Development Standards Comparison table
below and on the Final Plat.
Stonebridge Manor Parcel 1
Coe & Van Loo Consultants, Inc.
Final Plat Narrative
Project No. 1.01.0357501
3
N:\01\0357501\Admin\Project Management\Final Plat Narratives\Parcel 1
December 9, 2022
Development Standards Comparison
Regulation
R1-6 Base Zoning
District Regulations
R1-6 RUPD Zoning
District Regulations*
Max. Height
30'/2 stories
30'/2 stories, except that all
lots falling within 100’ of the
western zoning boundary line
shall be restricted to 1 story
Min. Front Yard
20'
10'
Min. Side Yard
5'
5'/5' Sides
Min. Street-Side Yard
10'
10' Street side
Min. Rear Yard
25'
15'
Min. Lot Area
6,000 sq. ft.
5,175 sq. ft.
Min. Lot Width
60'
45'
Lot Area per Dwelling Unit
6,000 sq. ft.
5,175 sq. ft.
Max. Lot Coverage
50%
55% of lot area
Parking Spaces
2 per dwelling
2 per dwelling
Max. Height of Subdivision
Monument
6'
12' primary monument,
8’ secondary monument
Maximum Subdivision Sign
Area (Sign Area as Defined by
MCZO 1408.1)
32 sq. ft., 6' high with the
base at least 1/2 the width
40 sq. ft primary sign,
32 sq. ft secondary sign
*Per Zoning Case# Z2020102
The Final Plat proposes 1’ vehicle non-access easements (V.N.A.E.) for lots that abut a tract and
8’ public utility easements (P.U.E.) along front lot lines. A 20’ sewer easement is proposed in
Tract A running from North 157th Drive east to North 157th Avenue and in Tract I running from
North 155th Drive southwest to North 156th Avenue.
Stonebridge Manor Parcel 1
Coe & Van Loo Consultants, Inc.
Final Plat Narrative
Project No. 1.01.0357501
4
N:\01\0357501\Admin\Project Management\Final Plat Narratives\Parcel 1
December 9, 2022
3.0 RELATIONSHIP TO SURROUNDING PROPERTIES
The properties surrounding the Stonebridge Manor Parcel 1 community are identified as follows:
Direction
Use
Zoning
North
Vacant parcels and residential
subdivisions within the City of Surprise
PAD
South
Large vacant parcels planned for
industrial and Luke compatible uses.
IND-2 IUPD
East
Vacant land used for drainage by the
County Flood Control District. Further
to the east is vacant land within the City
of Glendale planned for non-residential
uses within the Luke noise contour lines
RU-43
West
Twelve Oaks Estates subdivision
containing single family lots and vacant
farmland in the County.
R1-35, RU-43
4.0 LOCATION AND ACCESSIBILIITY
The Property is located southwest of the intersection of Peoria Avenue and Reems Road. This
community is located on a 59.303 acre portion of land in the northeast quarter of Section 30,
Township 3 North, Range 1 West, of the Gila and Salt River Base & Meridian, Maricopa County,
Arizona. Access to community will be provided from two Peoria Avenue connections.
5.0 CIRCULATION SYSTEM
The existing circulation system of the area supports the proposed single-family residential
development at this location. A Traffic Impact Analysis has been prepared and included in this
submittal package for review.
The proposed interior circulation for the Property includes a primary access that connects to
Peoria Avenue to the north. Primary access is a collector road that terminates at the central open
space area for an aesthetic view and sense of arrival where it connects to the local street pattern.
All interior streets will be public 50’-wide dedicated streets per County standards and
requirements. Sidewalks 5’ in width will be constructed along interior streets and will extend as
paved pedestrian trails into the amenity areas to promote well integrated access to these spaces
for recreational users.
6.0 DEVELOPMENT SCHEDULE
The Final Plat for Stonebridge Manor Parcel 1 will create three remnant parcels. These three
remnant Parcels will be subdivided by the final plats for Stonebridge Manor Parcels 2, 3, & 4.
While it is anticipated that Stonebridge Manor Parcels 1-4 will be on the same Board of
Supervisors meeting agenda and constructed concurrently, Parcels 2-4 have been broken out to
allow for schedule adjustments based on market demand.
Stonebridge Manor Parcel 1
Coe & Van Loo Consultants, Inc.
Final Plat Narrative
Project No. 1.01.0357501
5
N:\01\0357501\Admin\Project Management\Final Plat Narratives\Parcel 1
December 9, 2022
7.0 COMMUNITY FACILITES AND SERVICES
The community service providers are listed below.
Service
Provider
School District
Dysart Unified School District (K-12)
Police
Maricopa County Sheriff ’s Department
Fire
Rural Metro Fire Department
8.0 PUBLIC UTILITES AND SERVICES
Utility services are readily available for the community. The utility providers are listed below.
Utility
Provider
Water
EPCOR Water (USA) Inc. - Sun City
Wastewater
EPCOR Water (USA) Inc. - Sun City
Electric
APS - Arizona Public Service
Gas
Southwest Gas Corporation
Phone/Cable
CenturyLink / Cox Communications
Refuse
Waste Management / Republic
9.0 LANDSCAPE CONCEPT & AMENITIES
14.593 acres of dedicated open space is provided throughout the community, 5.306 acres of
which will be recreational. The Project includes a centralized open space and amenity area with
smaller landscaped areas throughout the community offering the future residents many open
space alternatives. Amenities will include play structures, shade structures, benches, picnic
tables, bag toss and a recreational basketball court. The Property will also provide an internal
circulation system via sidewalks and pedestrian trails to promote walking and interconnectivity.
The proposed community will have two entry monuments located at the main entrance to the
Property. The proposed monuments will be designed and constructed per Maricopa Zoning
Ordinance and the approved varied residential sign standards.
This community will be part of a Homeowners Association (“HOA”), created prior to the Board of
Supervisors meeting package submittal. The HOA will own, manage, and maintain all common
areas and open space facilities within the development.
Stonebridge Manor Parcel 1
Coe & Van Loo Consultants, Inc.
Final Plat Narrative
Project No. 1.01.0357501
6
N:\01\0357501\Admin\Project Management\Final Plat Narratives\Parcel 1
December 9, 2022
10.0 CONCLUSION
The Stonebridge Manor Parcel 1 community is an appropriate and favorable planning of the
Property that provides a new, attractive residential community in a growing area of Maricopa
County. This neighborhood provides compatibility with existing planned and proposed
development in the area while supporting the economic goals and objectives of the Maricopa
County. The development team believes that this request is a positive contribution to the area.
We look forward to our coordination with staff in the processing of Stonebridge Manor Parcel 1.