HomeMy WebLinkAbout2024.02.12_Planning Commission AgendaOWASSO PLANNING COMMISSION
REGULAR MEETING
GX j,q OF OWASSO
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February 12, 2024
6:00 PM
PUBLIC NOTICE OF THE MEETING OF THE
OWASSO PLANNING COMMISSION
Council Chambers Old Central Building 109 North Birch Street, Owasso, OK
Monday, FEBRUARY 12, 2024 - 6:00 PM
NOTE: APPROPRIATE ACTION may include, but is not limited to: acknowledging, affirming, amending, approving, authorizing,
awarding, denying, postponing, or tabling.
AGENDA
1. Call to Order RECEIVED
2. Flag Salute FEB 0 6 2024 �5
3. Roll Call City Clerk's Office
4. Presentation of the Character Trait of Honesty
Alexa Beemer
5. Consideration and appropriate action relating to the minutes of the January 8, 2024, Regular Meeting
6. Consideration and appropriate action relating to a planned unit development (OPUD 23 -07) request
for 1161h Attic Storage, a proposed mixed -use commercial and self- storage development on
approximately 3.392 acres + / -, located at 111 i 1 East 116th Street North, and is zoned Commercial
General (CG)
Alexa Beemer
7. Consideration and appropriate action relating to a final plat request for Villas at Stonebridge II, a
proposed multifamily development of approximately 4.994 acres + / -, located at 13116 East 761h Street
North, and is zoned Residential Multi- Family (RM), with a OPUD 22 -02 overlay
Alexa Beemer
8. Community Development Report
• Director's Update
• Monthly Building Permit Activity
9. Report from Planning Commissioners
10. New Business (any business item unforeseen at the time of posting the agenda)
11. Adjournment
Notice of Public Meeting filed in the office of the City Clerk on Friday, December 8, 2023, and the agenda
posted at City Hall, 200 South Main Street, at 5:30 pm on Tuesday, February 6, 2024.
nn M. Stevens/City Clerk
The City of Owasso encourages citizen participation. To requesfan accommodation due to a disability, contact the City Clerk prior
to the scheduled meeting by phone 918 -376 -1502 or by email to istevens @cityofowasso.com
OWASSO PLANNING COMMISSION
MINUTES OF REGULAR MEETING
MONDAY, JANUARY 8, 2024
The Owasso Planning Commission met in regular session on Monday, January 8, 2024, in the Council
Chambers at Old Central, 109 North Birch Street, Owasso, Oklahoma per the Notice of Public Meeting filed
Friday, December 8, 2023; and the agenda filed in the office of the City Clerk and posted at City Hall, 200
South Main Street, at 5:30 pm on Thursday, December 4, 2024.
1. Call to Order - Mr. Miller called the meeting to order at 6:00 p.m.
2. Flag Salute - Mr. Miller led the flag salute.
3. Roll Call - A quorum was declared present.
PRESENT: ABSENT: STAFF:
Tim Miller - Chair None Brian Dempster, Community Development Director
Dr. Chad Balthrop - Vice Chair Wendy Kramer, City Planner
Brian Cook Cyndi Townsend, Recording Secretary
David Vines Julie Lombardi, City Attorney
David Smith
4. Presentation of the Character Trait of Positivity
Wendy Kramer presented the character trait for the month of January.
5. Consideration and appropriate action relating to the minutes of the December 11, 2023 Regular Meeting
Mr. Miller moved, seconded by Mr. Smith, to approve the minutes as presented.
YEA: Vines, Smith, Balthrop, Cook, Miller
NAY: None
Motion carried: 5 -0
Consideration and appropriate action relating to a preliminary plat request for Fairway Villas,
proposing a single - family residential subdivision on approximately 7.76 acres + / -, located at the
southeast corner of North 971h East Avenue and East 891h Street North, zoned Residential Neighborhood
Mixed (RNX), under an Owasso Planned Unit Development, OPUD -9
Wendy Kramer presented the item, recommending approval. One citizen addressed the
Commission. Mr. Miller moved to approve the preliminary plat, seconded by Mr. Vines, subject to the
following Technical Advisory Committee comments:
• Dead -end streets can't exceed 150 feet in length, or a complete turnaround is necessary at the end
• Crash gates or similar structures are required at the end of all dead -end streets
• Label subdivision name north of subject property (Fairways V) that is currently labeled "unplatted"
• Show 5 -foot fence easement along North 97th East Avenue /North Mingo Road on the plat face
• Sidewalks will be required along both East 89th Street North and North 97th East Avenue
• Verify any required Right -of -Way dedications necessary with Public Works staff; show on plat face if
applicable
• Clarify to City staff if there are any proposed amenities within this subdivision
• Label Limits of Access and Limits of No Access on the plat face
• Clarify boundaries of Reserve Area B, to include the access between Blocks 5 and 6
• In the Deed of Dedication (DoD):
❖ Add language regarding the use and maintenance of all Reserve Areas
❖ Section 1.J - add language specifying the transition timeframe for maintenance responsibilities
of common /reserve areas from the developer to the Home Owners Association
❖ Section 1.K - correct typo where the wrong Reserve Area is named
• Add required landscape language:
❖Following completion of planning, the property owner is responsible for long -term health and
maintenance of all plant material on site. Dead or dying plant material shall be replaced
❖AII trees must be planted at least five feet (5') away from all underground utilities
• Label streets with names as provided by City staff
Owasso Planning Commission
January 8, 2024
Page 2
• Clarify if streets will be publicly dedicated; if kept private, they're required to be in a Reserve Area
and this should be clearly indicated on the plat face and within the DoD
• Provide entrance, landscaping, and signage details; signs approved by a separate permit
application
• Perimeter utility easements along North 97th East Avenue must be 17.5 feet as per Owasso
Subdivision Regulations - this measurement is essential to facilitate future infrastructure installation
without encroaching on the developed area
• Coordinate with Public Works staff about any offsite stormwater and detention easement(s) that
may be needed
• Police staff commented that the main entrances be aligned with existing entrances across East 89th
Street North for safety and operational purposes
YEA: Cook, Vines, Balthrop, Smith, Miller
NAY: None
Motion carried: 5 -0
7. Consideration and appropriate action relating to a final plat request for Lot 4 Block 1 Morrow
Commercial, proposing the construction of one building on approximately 0.918 acres + / -, located
at 13133 East 116th Street North, zoned Commercial Shopping (CS), under OPUD 05 -02A, and is within
the US -169 Overlay District
Wendy Kramer presented the item, recommending approval. There were no comments from the
audience. Mr. Miller moved to approve the final plat, seconded by Dr. Balthrop, subject to the
following Technical Advisory Committee comments:
• Verify any required Right -of -Way dedications necessary with Public Works staff; and show on plat
face if applicable
• Label address on plat face, as provided by City staff
• Utility easements of 17.5 -foot are necessary on the north and east sides; update plat to reflect the
requirement
• Label document number(s) for both of the off -site Mutual Access Easements (MAE) and offsite
drainage easements shown on the plat face
• Clarify who will maintain each of the offsite easements
• Add the following standard MAE language to the Deed of Dedication:
❖AII adjoining lots are to have unobstructed lot to lot access via mutual access easements
YEA: Smith, Vines, Balthrop, Cook, Miller
NAY: None
Motion carried: 5 -0
8. Community Development Report - Brian Dempster reported on the Monthly Building Report and Permit
Activity for December 2023.
9. Report on items from the December 20, 2023 Technical Advisory Committee (TAC) Meeting - Brian
Dempster reported on a site plan for Lot 4 Block 1 of Morrow Commercial - Dollar Tree located at
13133 East 1 16th Street North, Collinsville, Oklahoma.
10. Report from Planning Commissioners -None
11. New Business - None
12. Adjournment- Mr. Miller moved, seconded by Mr. Smith, to adjourn the meeting.
YEA: Balthrop, Vines, Cook, Miller, Smith
NAY: None
Motion carried: 5 -0 and the meeting adjourned at 6:12 p.m.
Cyndi Townsend, Recording Secretary
d
FINAL PLAT
SURVEYOR OWNER LOT 4 BLOCK 1 of R 14 E
Benchmark Surveying & ITS Investments, LLC
E 126th St N
Land Services, Inc. 142 N Emporia 67- MORROW COMMERCIAL
P.O. Box 1078 WichitD, KDn9DS 67202
Owosso, Oklahoma 74055 Phone: (316) 867 -2277 v ` 11t Phone: (918) 274 -9081 aT
C. A. No. 2235 w Exp. Dote: June 30, 2024 PART OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER (SW /4 SW /4) OF SECTION FOUR (4), 9 21
TOWNSHIP TWENTY -ONE (21) NORTH, RANGE FOURTEEN (14) EAST OF THE INDIAN MERIDIAN
A SUBDIVISION WITHIN THE CITY OF OWASSO. TULSA COUNTY, STATE OF OKLAHOMA V� $ N
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OKLAHOMA STATE BOARD OF LICENSURE FOR PROFESSIONAL
ENGINEERS AND LAND SURVEYORS
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4 y BEARING BABE FOR THE PLAT IS THE OKLAHOMA STATE
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DDRESSES SHOWN ON THIS PLAT RE ACCURATE T THE
HHII FF1 �� �I _ I` o TIME TIE PLAT WAS FILED. ADDRESSES ARE SUBJECT TO
n 4 LOT 4 BLOCK -I Of o� yl CHANGE AND SHOULD NEVER BE RELIED UPON IN PLACE OF
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PONT OF COMMENCEMENT EaSt 116th Street North
SW CORNER OF SW /4 m`
SEC. 4. T -21 -N, R 4 -E
Lot 4 Block 1 of Morrow Commercial
JDnuory 3, 2024
SHEET 1 of 2
KNOW ALL MEN BY THESE PRESENTS:
THAT, AS INVESTMENTS LLC. (HEREINAFTER THE OWNER /DEVELOPER) IS THE OWNER OF THE FOLLOWING DESCRIBED REAL
PROPERTY SITUATED IN THE CITY OF OWASSO. TULSA COUNTY. STATE OF OKLAHOMA, TO -WIT:
A iroct of lontl locoted in the South.- Ouorter (SW /4) of Smlion Four (4) in ToenshiV TNmty -me (21) North ontl
R.ng........n (19) Ed. of the n Bea..nd Mmitlion (I.B. VIM.), —ding to the U.S. G. —nm.nt Survey, thereat,
T.I. Ceunty, Stet. of O ha 1 eing mae pertieuldrly d..eri6.tl e. f.11
COMMENCING of In. SW co of the SW /4 of Sec. 4, 121 -N, R -19 -E, I.B.WM.; THENCE N 88'49'34" E olmg th
e of .did SW /4 o e of 554 feet; THENCE N 01'2815' W e of 6D feet to he Point of Beginning
eing o1 a I,— t light —H--y of Eost 116th Street N e SE c cot CVP- OWASSDIDB, ....,ding 10
ed Pat ND. ]099; THENCE N Ot'2WI5'W o e rof 2S000 feet to NE co of sold CVP�OWASSO DB;
THENCE N BB'49'34'E o e of 16DOD feet; di THENCE S 01'28'15'E o e Df 250.00 feet 1. id present
right- of —..y. THENCE S1 B8'44'39'W oIo said preunt right - of -..y o di.tonce of 160.00 feet 1. the POINT OF
BEGINNING.
AND THE OWNER HAS CAUSED THE ABOVE DESCRIBED LAND TO BE SURVEYED, STAKED, PLATTED, DEDICATED, ACCESS
RIGHTS RESERVED AND SUBDIVIDED INTO ONE (1) LOT IN ONE (t) BLOCK IN CONFORMITY WITH THE ACCOMPANYING PLAT
AND SURVEY (HEREINAFTER THE PLAT ") AND HAS ENTITLED AND DESIGNATED THE SUBDIVISION AS 'LOT 4 BLOCK 1 OF
MORROW COMMERCIAL ", A SUBDIVISION WITHIN THE CITY OF OWASSO, TULSA COUNTY, STATE OF ONLAHOMA, (HEREINAFTER
THE "SUBDIVISION" OR "lia eUC au').
KI SECTION I.�EASEMENTS AND UTILITIES
A. PUBLIC RIGHT —OF —WAY & UTILITIES EASEMENTS
THE OWNER DOES HERBY DEDICATE TO THE PUBLIC THE STREET RIGHT -OF -WAY DESIGNATED ON THE ACCOMPANYING
PLAT AND DOES FURTHER DEDICATE TO THE PUBLIC THE UTILITY EASEMENTS DESIGNATED AS U/E" OR UTILITY
EASEMENT" FOR THE SEVERAL PURPOSES OF CONSTRUCTION, MAINTAINING, OPERATING, REPAIRING, REPLACING, AND /OR
REMOVING ANY AND ALL PUBLIC UTILITIES, W WE
INCDING STORM SEWERS , SANITARY SEWERS, TELEPHONE AND
COMMUNICATION LINES ELECTRIC PDWER LINES ANo TRANSFORMERS, GAS LINES WATER LINES, AND CABLE TELEVISON
LINES TOGETHER WITH ALL FITTINGS INCLUDING THE POLES, WIRES, CONDUITS PIPES, VALVES, METERS MANHOLES AND
EQUIPMENT FOR EACH OF SUCH FACILITIES AND ANY OTHER APPURTENANCES THERETO, WITH THE RIGHTS OF INGRESS
AND EGRESS TO AND UPON THE UTILITY EASEMENTS FOR THE USES AND PURPOSES AFORESAID, PROVIDED HOWEVER,
THE DWNER HEREBY RESERVES THE RIGHT TO CONSTRUCT, MAINTAIN OPERATE, LAY AND REPAIR OR REPLACE WATER
LINES AND SEWER LINES TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS FOR SUCH CONSTRUCTION, MAINTENANCE,
OPERATION, LAYING REPAIRING AND RELAYING DYER, ACROSS AND ALONG ALL OF THE UTILITY EASEMENTS DEPICTED ON
THE PLAT, FOR THE PURPOSE OF FURNISHING WATER AND /OR SEWER SERVICES TO THE AREA INCLUDED IN THE PLAT.
THE OWNER HEREIN IMPOSES A RESTRICTIVE COVENANT, WHICH COVENANT SHALL BE BINDING ON EACH LOT OWNER AND
SHALL BE ENFORCEABLE BY THE CITY OF DWASSD, OKLAHOMA, AND BY THE SUPPLIER OF ANY AFFECTED UTILITY
SERVICE THAT, WITHIN THE UTILITY EASEMENTS DEPICTED ON THE ACCOMPANYING PLAT, NO BUILDINGS, STRUCTURE OR
OTHER ABOVE OR BELOW GROUND OBSTRUCTION THAT INTERFERES NTH THE ABOVE SET FORTH USES AND PURPOSES
OF THE UTILITY EASEMENTS SHALL BE PLACED, ERECTED, INSTALLED OR MAINTAINED, PROVIDED HOWEVER, NOTHING
HEREIN SHALL BE DEEMED TD PROHIBIT DRIVES PARKING AREAS CURBING, LANDSCAPING AND CUSTOMARY SCREENING
FENCES THAT DO NOT CONSTITUTE AN OBSTRUCTION. NOTWITHSTANDING THE FOREGOING PAVEMENT FOR ROADWAY
PURPOSES OVER ANY UTILITY LINES PLACED THEREIN IS EXPRESSLY PERMITTED,
B. WATER AND SEWER SERVICE.
1. THE OWNER OF EACH LOT SHALL BE RESPONSIBLE FOR THE PROTECTION OF THE WATER MAINS AND SEWER
FACILITIES LOCATED ON SUCH OWNER'S LOT AND WITHIN THE DEPICTED UTILITY EASEMENT AREAS THE OWNER SHALL
PREVENT THE ALTERATION OF GRADE IN EXCESS OF THREE (1) INCHES FROM THE ORIGINAL CONTOURS OR FROM ANY
CONSTRUCTION ACTIVITY WHICH MAY INTERFERE WITH SAID FACILITIES. SAID ALTERATION OF GRADE RESTRICTIONS SHALL
BE LIMITED TO THE EASEMENT AREAS
2. WASHINGTON COUNTY RURAL WATER DISTRICT ND, 3, ITS SUCCESSORS OR ASSIGNS. WILL BE RESPONSIBLE FOR
OR MAINTENANCE OF WATER MAINS AND THE CITY OF OWASSO OR ITS SUCCESSORS WILL BE RESPONSIBLE FOR
ORDINARY MAINTENANCE OF PUBLIC SEWER FACILITIES. BUT THE OWNER WILL PAT DAMAGE FOR RELOCATION OF SUCH
FACILITIES NECESSITATED BY THE ACTS OF THE OWNER OR SUCH OWNER'S AGENTS OR CONTRACTORS.
3. LANDSCAPE AND PAVING REPAIR: THE LOT OWNER SHALL BE RESPONSIBLE FOR THE REPAIR AND REPLACEMENT OF
ANY LANDSCAPING AND PAVING LOCATED WITHIN THE UTILITY EASEMENTS IN THE EVENT IT IS NECESSARY TO REPAIR
ANY UNDERGROUND WATER MAINS. NO LOT OWNER SHALL PLANT ANY TREES OR SHRUBBERY IN DEDICATED UTILITY
EASEMENTS OR RIGHT -OF -WAY WHICH WOULD POTENTIALLY ENDANGER THREATEN OR HARM A WATER UTILITIES
LOCATED WITH SAID EASEMENTS OR RIGHTS -OF -WAY. IF IT IS DETERMINED THAT ANY TREES OR SHRUBBERY LOCATED
WITHIN SAID EASEMENTS OR RIGI T OF -WAY ARE DAMAGING OR ENDANGERING UTILITIES IN SAID EASEMENTS OR
RIGHTS -OF-WAY, WASHINGTON COLNTT RURAL WATER DISTRICT N0. 3 SHALL HAVE THE RIGHT TO REMOVE SAID TREES
OR SHRUBBERY UPON FIVE (5) DAYS' NOTCE THEREOF AT THE LOT OWNER'S EXPENSE, OR WITHIN SUCH TIME THE LOT
OWNER MAY REMOVE THE SAME.
9 WAS HINGTON COUNTY RURAL WATER DISTRICT NO. 3. ITS SUCCESSORS OR ASSIGNS, SHALL HAVE THE RIGHT TO
ACCESS WITH ITS EOUIPMENT ALL EASEMENT WAYS SHOWN ON THE PLAT FOR INSTALLING, MAINTAINING , REMOVING OR
REPLACING ANY PORTION OF ITS UNDERGRWND WATER FACILITIES. THE FOREGOING COVENANTS CONCERNING WATER
FACILITIES SHALL BE ENFORCEABLE BY WASHINGTON COUNTY RURAL WATER DISTRICT NO. 3 AND THE LOT OWNER
AGREES TD BE BOUND HEREBY.
5. THE CITY OF OWASSO, ITS SUCCESSDRS OR ASSIGNS, SHALL HAVE THE RIGHT TO ACCESS WITH ITS EWIPMENT ALL
EASEMENT WAYS SHOWN ON THE PLAT FOR INSTALLING, MAINTAINING, REMOVING OR REPLACING ANY PORTION OF ITS
UNDERGROUND PUBLIC SEWER FACILITIES. THE FDROOING COVENANTS CONCERNING PUBLIC SEWER FACILITIES SHALL BE
ENFORCEABLE BY THE CITY OF OWASSO AND THE OWNER AGREES TO BE BOUND HEREBY,
C. UNDERGROUND SERVICE
1. OVERHEAD LINES FOR THE SUPPLY OF ELECTRIC, TELEPHONE AND CABLE TELEVISION SERVICES MAY BE LOCATED
WITHIN THE PUBLIC STREET RIGHT -DF -WAY ADJACENT TO THE SUBDIVISON. STREET LIGHT POLES OR STANDARDS MAY
BE SERVED BY UNDERGROUND CABLE THRWCHOUT THE SUBDIVISION. ALL SUPPLY LINES INCLUDING ELECTRIC,
TELEPHONE, CABLE TELEVISION AND GAS LINES SHALL BE LOCATED UNDERGROUND IN THE EASEMENT WAYS DEDICATED
FOR GENERAL UTILITY SERVICES AND IN THE RIGHTS-O'-WAY OF THE PUBLIC STREETS AS DEPICTED ON THE
ACCOMPANYING PLAT. SERVICE PEDESTALS AND TRANSFORMERS, AS SOURCES OF SUPPLY AT SECONDARY VOLTAGES,
2pALI BE LOCATED IN THE EASEMENT WAYS.
UNDERGROUND SERVICE CABLES AND GAS SERVICE LINES TO ALL STRUCTURES WHICH MAY BE LOCATED WITHIN THE
SUBDIVISION MAY BE RUN FROM THE NEAREST GAS MAIN, SERVICE PEDESTAL OR TRANSFORMER TO THE POINT OF
USAGE DETERMINED BY THE LOCAFDN AND CONSTRUCTION OF SUCH STRUCTURE AS MAY BE LOCATED UPON THE LOT.
PROVIDED THAT UPON THE INSTALLATION OF A SERVICE CABLE OR GAS SERVICE LINE TO A PARTICULAR STRUCTURE,
THE SUPPLIER, EFFECTIVE AND —EXCLUSIVE RIGHT -DF -WAY EASEMENT ON THE LOT, COVERING A 5 FOOT STRIP
EXTENDING 2.5 FEET ON EACH SIDE OF THE SERVICE CABLE OR LINE EXTENDING FROM THE GAS MAIN, SERVICE
PEDESTAL OR TRANSFORMER TD THE SERVICE ENTRANCE ON THE STRUCTURE.
3. THE SUPPLIER OF ELECTRIC, TELEPHONE, CABLE TELEVISION AND GAS SERVICES, THROUGH ITS AGENTS AND
EMPLOYEES, SHALL AT ALL TIMES HAVE THE RIGHT OF ACCESS TD ALL EASEMENT WAYS SHOWN ON THE PLAT OR
OTHERWISE PROVIDED FOR IN THIS DEED OF DEDICATION FOR THE PURPOSE OF INSTALLING, MAINTAINING, REMOVING OR
SERVICE SHALL BE RESPONSIBLE FOR ORDINARY MAINTENANCE OF UNDERGROUND FACILITIES, BUT THE OWNER SHALL
PAY FOR OAMACE OR RELOCATION OF SUCH FACILITIES CAUSED OR NECESSITATED BY ALTS OF THE OWNER OR SUCH
OWNER'S AGENTS OR CONTRACTORS.
5. THE FORGOING COVENANTS SET FORTH IN THIS PARAGRAPH C SHALL BE ENFORCEABLE BY EACH SUPPLIER OF THE
ELECTRIC, TELEPHONE, CABLE TELEVISION OR GAS SERVICE AND THE OWNER OF THE LOT AGREES TO BE BOUND HEREBY.
FINAL PLAT
LOT 4 BLOCK 1 of
MORROW COMMERCIAL
PART OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER (SW /4 SW /4) OF SECTION FOUR (4)
TOWNSHIP TWENTY -ONE (21) NORTH, RANGE FOURTEEN (14) EAST OF THE INDIAN MERIDIAN
A SUBDIVISION WITHIN THE CITY OF OWASSO. TULSA COUNTY, STATE OF OKLAHOMA
D. GAS SERVICE
1. THE SUPPLIER OF GAS SERVICE THROUGH ITS AGENTS AND EMPLOYEES SHALL AT ALL TIMES HAVE THE RIGHT OF
ACCESS TO ALL SUCH EASEMENTS SHOWN ON THE PLAT OR AS PROVIDED FOR IN THIS DEED OF DEDICATION FOR THE
PURPOSE OF INSTALLING. REMOVING, REPAIRING, OR REPLACING ANY PORTION OF THE FACILITIES INSTALLED BY THE
ORDINARY MAINTENANCE OF SAID FACILITIES BUT THE
E. PAVING AND LANDSCAPING WITHIN EASEMENTS
THE OWNER OF THE LOT SHALL BE RESPONSIBLE FOR REP
OCCASIONED BY THE NECESSARY INSTALLATION OF OR MAINTE
WATER, GAS COMMUNICATION, CABLE TELEVISION, OR ELECTRIC
F. LIMITS OF NO ACCESS.
THE OWNER HEREBY RELINQUISHES RIGHTS OF INGRESS AND EGRESS TO AND FROM THE ABOVE DESCRIBED PROPERTY TO
AND FROM EAST 116TH STREET NORTH WITHIN THE BOUNDS DESIGNATED AS LIMITS OF ND ACCESS" OR LNA" ON THE
PLAT, EXCEPT AS MAY HEREINAFTER BY RELEASED, ALTERED OR AMENDED THE CITY OF OWASSO, OKLAHOMA OR ITS
SUCCESSORS, OR AS A IS OTHERWISE PROVIDED BY THE STATUTES OF LAWS OF THE STATE OF OKLAHOMA PERTAINING
THERETO.
G. MUTUAL ACCESS EASEMENT
MUTUAL ACCESS EASEMENTS. AS DEPICTED AS "MAE" ON THE ACCOMPANYING PLAT, ARE HEREBY ESTABLISHED FOR THE
PURPOSES OF PERMITTING VEHICULAR AND PEDESTRIAN ACCESS TO AND FROM ALL STREETS AND ACCESS AREAS
CONTAINED WITHIN THE PLAT, AND TO AND FROM AREAS AD.MCENT TO THE PLAT AND MAE, AND SUCH EASEMENTS
SHALL BE FOR THE MUTUAL USE AND BENEFIT OF EACH AFFECTED OWNER, THEIR WEST& AND INVITEES, AND SHALL BE
APPURTENANT TO EACH AFFECTED OWNER. PROVIDED, HOWEVER, GDVERNMENTAL AGENCIES AND THE SUPPLIERS OF
UTILITY SERVICE SHALL HAVE THE REASONABLE USE OF THE MAE& INCIDENTAL TO THE PROVISION OF SERVICES TO THE
LOT WITHIN THE PLAT. ALL ADJOINING LOTS ARE TO HAVE UNOBSTRUCTED LOT TO LOT ACCESS VIA MUTUAL ACCESS
EASEMENTS.
H. STORMWATER DETENTION EASEMENT
1. DETENTION IS PROVIDED BY MORROW PLACE DETENTION POND PER AS -BUILT HYDROLOGY STUDY AND ENGINEERING
REPORT DATED 3/16/201&
2. THE OWNER /DEVELOPER DOES HEREBY DEDICATE TO THE PUBLIC PERPETUAL EASEMENTS ON, OVER, AND ACROSS
THE PROPERTY DESIONATED AND SHOWN ON THE ACCOMPANYING PLAT AS 'STORMWATER DETENTION EASEMENT' FOR
THE PURPOSES OF PERMITTING THE FLOW, CONVEYANCE, RETENTION, DETENTION AND DISCHARGE OF STORMWATER
RUNOFF FROM THE SUBDIVISION.
3. DETENTION, RETENTION AND OTHER DRAINAGE FACILITIES LOCATED WITHIN THE STORMWATER DETENTION EASEMENTS
SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARDS AND SPECIFICATIONS APPROVED BY THE CITY OF WASS..
OKLAHOMA.
4. NO FENCE. WALL. BUILDING. OR OTHER OBSTRUCTION MAY BE PLACED OR MAINTAINED IN STORMWATER DETENTION
6. LANDSCAPING. APPROVED BY THE CITY OF OWASSO. OKLAHOMA. SHALL BE ALLOWED WITHIN THE DETENTION
EASEMENTS.
I. LANDSCAPING
1. TREES SHALL BE PLANTED AT LEAST FIVE (S') AMY FROM ALL UNDERGROUND UTILITIES NO ALTERATION TO
APPROVED LANDSCAPE PLANS SHALL BE PERMITTED WIT WT APPROVAL FROM THE COMMUNITY DEVELOPMENT
DEPARTMENT. FOLLOWING THE COMPLETION OF THE PLANTING OF ALL LANDSCAPE MATERIAL, THE PROPERTY OWNER OR
HOMEOWNER'S ASSOCIATION SHALL BE RESPONSIBLE FOR LONG -TERM HEAL, CAR, AND MAINTENANCE ON SUE. DEAD
AND DISEASED PLANT MATERIAL SHALL BE REPLACED AS PER THE APPROVED LANDSCAPE PLAN.
SECTION II. ENFORCEMENT, DURATION, AMENDMENT AND SEVERABILITY
A, ENFORCEMENT
THE RESTRICTIONS HEREIN SET FORTH ARE COVENANTS TO RUN WITH THE LAND AND SHALL BE BINDING UPON THE
OWNER /DEVELOPER, ITS SUCCESSORS AND ASSIGNS. WITHIN THE PRM19MS OF SECTION I. EASEMENTS AND UTILITIES
ARE SET FORTH CERTAIN COVENANTS AND THE ENFORCEMENT RIGHTS PERTAINING THERETO, WHETHER OR NOT
SPECIFICALLY THEREIN SO STATED SHALL INURE TO THE BENEFIT AND SHALL BE ENFORCEABLE BY THE CITY OF
OWASI OKLAHOMA.
B* ENFORCEMENT
THESE RESTRICTIONS TO THE EXTENT PERMITTED BY APPLICABLE LAW. SHALL BE PERPETUAL BUT IN ANY EVENT SHALL
BE IN FORCE AND EFFECT FOR A TERM OF NOT LESS THAN THIRTY (30) TEARS FROM THE DATE OF THE RECORDING OF
THIS DEED OF DEDICATION UNLESS TERMINATED OR AMENDED AS HEREINAFTER PROVIDED
C, AMENDMENT
THE COVENANTS CONTAINED WITHIN SECTION I EASEMENTS AND UTILITIES MAY BE AMENDED OR TERMINATED AT AN
TIME BY A WRITTEN INSTRUMENT SIGNED AND ACKNOWLEDGED BY THE OWNER OF THE LAND TO WHICH THE AMENDMENT
OR TERMINATION IS TO APPLICABLE AND APPROVED BY THE OWASSO PLANNING COMMISSION. OR ITS SUCCESSORS AND
THE CITY OF OWASSO, OKLAHOMA. THE PROVISIONS OF ANY INSTRUMENT AMENDING OR TERMINATING COVENANTS AS
ABOVE SHALL BE EFFECTIVE FROM AND AFTER THE DATE IT 15 PROPERLY RECORDED.
D. SEVERABIUTY
VALIDATION OF ANY RESTRICTION SET FORTH HEREIN, OR ANY PART THEREOF, BY AN ORDER, JUDGEMENT, OR DECREE
OF ANY COURT, OR OTHERWISE, SHALL NOT INVALIDATE OR AFFECT ANY OF THE OTHER RESTRICTIONS OR ANY PART
THEREOF AS SET FORTH HEREIN, WHICH SHALL REMAIN IN FULL FORCE AND AFFECT.
CERTIFICATE OF OWNERSHIP
IN WITH SS WHEREOF, AS INVESTMENTS, LLC. A KANSAS UNITED LIABILITY COMPANY, BEING THE
OWNER OF THE SUBDNISION HEREBY APPROVES THE FOREGOING DECIARFTION OF COVEMNTS, CONDNIONS AND
AND RESTRICTIONS ON THIS DAY OF
STATE OF KANSAS )
3S
COUNTY OF SEDGYIICK
BEFORE ME, THE UNDERSIGNED, NOTARY PUBLIC, IN AND FOR SAID COUNTY AND STATE, ON THIG_DAY
OF 2D24, PERSDNALLY APPEARED THOMAS A SCHMEIDLER, TO ME KNOWN TO BE THE
DENTICAL PERSON WHO EXECUTED THE FOREGOING DECLARATIDN OF COVENANTS, CONDITIONS AND
RESTRICTIONS AS WUJAGING MEMBER OF AS INVESTMENTS. LLC AND ACKNOWLEDGED TO ME THAT HE EXECUTED
THE SAME AS HIS FREE AND VOLUNTARY ACT AND DEED, AND AS THE FREE AND VOLUNTARY ACT AND DEED
OF SAID COMPANY, FOR THE USES AND PURPOSES THEREIN SET FORTH.
CERTIFICATE OF SURVEY
KEVIN M. NEWLUN, A REGISTERED LAND SURVEYOR IN THE STATE OF OKLAHOMA, HEREBY CERTIFY THAT
HAVE CAREFULLY AND ACCURATELY SURVEYED, SUBDIVIDED AND PIATTED THE TRACT OF LAND DESCRIBED
ABOVE, AND THAT SAID PLAT DESIGNATED HEREIN AS LOT 4 SOCK 1 OF MORROW COMMERCIAL, AN ADDITION TO THE
CITY OF
OWASSO. TULSA COLAR. STATE OF OUAH) IA. IS A ME AND CORRECT REFRESENTATION OF SAD SURVEY.
NRNESS MY MIND AND SEAL THIS DAY Of , 2024.
KEVIN M. NEWUN I
OKLAHOMA RESSURED LAND SURVEYOR NIM
SEN CA. #229 EXR°6'' ">o AND LAND S[RNICES INC., �vm
1e11LGN
n„ lEB9
��
SLATE OF DNIAHDIN )
SS
COUNTY OF 1
BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID COUNTY AND STATE, ON THIS DAY
OF 2029, PERSONNLY APPEARED KEVIN M. NEWLUN U.D ME KNOWN TO BE THE IDENTICAL
PERSON WHO EXECUTED THE WBHIN AND FOREGOING INSTMIMENT.
GIVEN UNDER MY INN) AND SEAL THE DAY AND YEAR LAST ABOVE WRITTEN.
MY COMMISSION EXPIRES NOTARY PUBLIC
CERTIFICATE OF FINAL PLAT APPROVAL
I HEREBY CERTIFY THAT THIS PIAT WAS
DAY OF
APPROVED BY THE
, 2024
OWASSO CITY
COUNCIL ON THE
BY
MAYOR
THIS APPROVAL IS VOID IF THE ABOVE
BY:
CITY CLERK
SIGNATURE IS NOT ENDORSED
BY
THE CITY CLERK.
Lot 4 Block 1 of Morrow Commercial
Jo .ry 3, 2024
SHEET 2 of 2
REAL People •REAL �-- •REAL CemmurtAy
TO: The Owasso Planning Commission
FROM: Alexa Beemer, AICP, Planning Manager
SUBJECT: OPUD 23 -07- 11 6th Attic Storage
DATE: February 9, 2024
BACKGROUND:
The Community Development Department received a Planned Unit Development (PUD) application
(OPUD 23 -07) for 1 16th Attic Storage, a proposed mixed -use commercial and self- storage development
located at 1 1 1 1 1 East 1 16th Street North, near the southwestern corner of the intersection of East 1 16th
Street North and North Garnett Road. The subject property is approximately 3.392 acres in size and is
currently zoned Commercial General (CG).
SUBJECT PROPERTY /PROJECT DATA:
Property Size
3.392 acres +/-
Current Zoning
Commercial General (CG)
Proposed Zoning
Commercial General (CG) with PUD Overlay
Present Use
Vacant
Land Use Master Plan
Commercial
Within PUD?
No
Within Overlay District?
No
Water Provider
City of Owasso
Applicable Paybacks
(Assessed at Platting)
Storm Siren Fee ($50.00 per acre)
CONCEPT OF A PUD:
A PUD is a development concept that allows for greater creativity and flexibility than typically
allowed under traditional zoning and planning practices.
o For example, PUDs often allow developers to place different zonings and land uses in close
proximity to each other.
o Developers may also have more flexibility in certain aspects of development, such as
building setback requirements and building height limitations, which can be more
restrictive in standard zoning districts.
A PUD should not be considered as a tool to circumvent the City's Zoning Code and Subdivision
Regulations. All aspects of the PUD application are subject to public comment as well as
consideration and approval from the Community Development Department, the Owasso
Technical Advisory Committee, the Owasso Planning Commission, and the Owasso City Council.
• PUD applications presented to the Planning Commission and City Council are for approval of the
uses and the overall conceptual development plan as it relates to the context of the surrounding
area.
GROWASSO 2035 LAND USE MASTER PLAN CONSISTENCY:
• The GrOwasso 2035 Land Use Master Plan is a document that acts as a moderately flexible tool for
evaluating development proposals.
Page 2
OPUD 23 -07
The GrOwasso 2035 Land Use Master Plan identifies the property for future commercial land uses.
As such, this proposed mixed -use development is in keeping with the long -range vision for this
location as commercial uses are considered allowed within a "commercial" designation in the
GrOwasso 2035 Land Use Master Plan.
ANALYSIS:
The subject property was annexed into Owasso City Limits with Ordinance 259 in 1979 and is
currently unplatted.
o Pending approval of this PUD request, the applicant will need to go through the platting
process, as well as all other applicable development - related review processes, prior to
applying for a building permit.
The applicant is seeking a PUD overlay in order to allow for a mix of commercial uses, to include a
proposed self- storage use. The base zoning of CG will remain unchanged for the subject property
under the OPUD 23 -07 request.
o Per Section 6.3.2 of the Owasso Zoning Code, self- storage and warehousing uses may be
allowed in within the CG zoning designation provided the development also includes a
separate commercial component and is placed under a PUD. As such, the applicant is
seeking approval of the OPUD 23 -07 request.
The conceptual site plan submitted for OPUD 23 -07 states that the applicant intends to construct
a mixed -use development, to be developed in two phases.
o Phase 1 would include the southern half of the subject property, and is proposed to
contain self- storage, general retail, and office uses.
o Phase 2 would encompass the northern portion of the subject property and is proposed to
contain self- storage uses.
• The proposed allowed uses under OPUD 23 -07 can be considered compatible with adjacent existing
uses, provided that appropriate land use controls and buffering measures are put in place to
minimize impacts on the neighborhood to the west, north, and east of the subject property. Such
controls, as outlined in the OPUD 23 -07 document, include the following-
0 All structures will be setback a minimum of twenty (20) feet from adjacent property lines; said
setback will also include a required landscaping buffer yard. All perimeter landscaping and
fencing will be required to be installed prior to the completion of Phase 1 of the proposed
development.
o All structures along the northern and western perimeters of the subject property, adjacent to
the single - family neighborhood, will be limited to twenty (20) feet in height. Thirty -six (36) feet is
the maximum height allowed in the CG Zoning Designation, per the Owasso Zoning Code;
the interior buildings within the subject property will be allowed to have a height of up to
thirty -six (36) feet.
o Any overhead doors utilized in connection with any warehousing and self- storage uses shall
face the interior of the proposed development, and will not be oriented towards the
adjacent single - family neighborhood.
The OPUD 23 -07 document also states that all applicable landscaping, fencing, and screening
requirements from Ch. 19 of the Owasso Zoning Code will be met. The document also imposes some
additional screening regulations.
o This includes a six (6) foot opaque screening fence, to be installed along the entire perimeter
of the subject property, including adjacent to the existing daycare facility to the east of the
subject property.
Page 2
OPUD 23 -07
o A fully detailed landscape plan will be required to be submitted for City staff approval at the
time of site plan review(s) .
• All buildings within the subject property will be required to meet the fagade material requirements
detailed in Chapter 11 of the Owasso Zoning Code, including those requirements that limit the
amount of metal on a given fagade that faces an adjacent residential use to fifty percent (50 %).
o A full set of architectural elevations, showing the proposed fagade materials, will be required
to be submitted for City staff approval at the time of site plan review(s).
• The OPUD 23 -07 document states that the applicant intends to use the existing access point off of
East 11 6t" Street North to service this proposed development; said access point will also be shared
with the existing daycare facility to the east of the subject property.
o The exact dimensions of both the limits of access and the limits of no access for this proposed
development will be set at the platting stage.
• The City of Owasso will provide police, fire, ambulance, water services, and sanitary sewer
services to the subject property.
Any development that occurs on the subject property shall adhere to all subdivision, zoning, and
engineering requirements of the City of Owasso.
SURROUNDING LAND USE:
Direction
Zoning
Use
Land Use Plan
Jurisdiction
North
Residential Single Family (RS -3)
Residential
Residential
City of Owasso
South
Commercial Shopping (CS)
Vacant
Commercial
City of Owasso
East
Commercial General (CG) /
Residential Single Family (RS -3)
Daycare /
Vacant
Commercial /
Residential
City of Owasso /
Tulsa County
West
Residential Single Family (RS -3)
Residential
Residential
City of Owasso
TECHNICAL ADVISORY COMMITTEE:
The Owasso Technical Advisory Committee (TAC) reviewed this PUD request at their regular meeting on
January 17, 2024. Comments from that meeting are included in this Planning Commission agenda
packet.
RECOMMENDATION:
In developing a recommendation, staff evaluated the PUD's ability to accomplish the following, as
described in Section 9.1.2 of the Owasso Zoning Code:
• Maintain and enhance the quality of life in Owasso;
• Provide opportunities for urban infill;
• Maintain and promote a sense of community;
• Encourage development that otherwise could not occur on the site;
• Preserve and provide meaningful open space;
• Promote connectivity and compatibility with surrounding development;
• Inspire unique and thoughtful development;
• Support the development of strong neighborhoods;
• Provide amenities beyond conventional development; and
Page 2
OPUD 23 -07
Preserve the physical characteristics of the land.
Following this evaluation, staff concluded that the subject PUD meets all legal requirements for approval.
As such, staff recommends approval of Planned Unit Development proposal OPUD 23 -07, subject to TAC
comments.
ATTACHMENTS:
Aerial Map
Zoning Map
GrOwasso 2035 Land Use Master Plan Map
OPUD 23 -07 Document and Exhibits
TAC Comments
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features on the ground. Tract OPUD 23-07 1 1 1 1 1 0621-14
Aerial Photo Date: 2023 Feet
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Miles OPUD 23 -0/ 7
OPUD 23-07
116t" Attic Storage
City of Owasso, Tulsa County, Oklahoma
Owner / Developer
Jarrod Huneryager
PO Box 397
Owasso, OK 74055
Preparer
Route 66 Engineering
P.O Box 409
Sapulpa, OK 74067
I.
DEVELOPMENT CONCEPT .......................................................................... ..............................1
II.
STATISTICAL SUMMARY ............................................................................ ..............................2
III.
DEVELOPMENT STANDARDS .................................................................... ..............................2
IV.
LANDSCAPING AND OPEN SPACE ............................................................ ..............................3
V.
SIDEWALKS ................................................................................................... ..............................3
VI.
SIGN STANDARDS ........................................................................................ ..............................4
VII.
SCHEDULE OF DEVELOPMENT ................................................................ ............................... 4
VIII.
ACCESS POINTS ............................................................................................ ..............................4
IX.
LIGHTING STANDARDS .............................................................................. ..............................4
X.
MECHANICAL AND DUMPSTER SCREENING ......................................... ..............................4
Exhibits
Exhibit A — Conceptual Site Plan
Exhibit B — Existing Conditions Plan
Exhibit C — Existing Zoning and Land Use Plan
Exhibit D — Soils Map
Exhibit E - Conceptual Building Elevations
L Development Conceit
Attic Storage (the "Development") is a proposed ±3.39 -acre self - storage development located in
the SE /4 Section 6, Township 21 North, Range 14 East of the I.B. &M. according to the U.S.
Government Survey thereof, Tulsa County, State of Oklahoma, being more particularly described
as follows:
Commencing at the SE corner of the SE /4 of said Section 6, Township 21 North, Range 14 East
of the I.B. &M. thence S88 °53'50 "W along the South line of said SE /4 a distance of 1002.81 feet;
thence NO1 °08'50" W a distance of 54.00 feet the point of beginning, being on the present right -
of -way of East 116th Street North; thence NO1 °08'50 "W a distance of 347.28 feet; thence
N88 °53'50 "E a distance of 150.00 feet; thence NO1 °08'50 "W a distance of 258.87 feet to the
boundary of Country Estates, according to the recorded plat thereof, thence S88 °53'50 "W along
said boundary of Country Estates a distance of 330.00 feet; thence SO1 °08'50 "E along said
boundary of Country Estates a distance of 605.65 feet to the present right -of -way of East 116th
Street North; thence N88 °53' 50 "E along said right -of -way a distance of 180.00 feet to the point of
beginning and containing 3.392 acres, more or less.
The subject property has approximately 180 Linear Feet "LF" of frontage along East 116th Street
North.
Underlying CG zoning will remain unchanged.
The subject Property is abutted:
a) on the north by Country Estates zoned RS -3 Residential;
b) on the east (adjacent tract) by Country Estates zoned RS -3 Residential, and The
Mennonite Brethren Church zoned RS -3 Residential;
c) on the south by East 116th Street North. Property south of East 116th Street North
is CS -zoned OPUD 23 -04;
d) on the west by Country Estates zoned RS -3 Residential with the exception of a
portion that is unincorporated Tulsa County which is governed by Tulsa County
Zoning Code.
The Subject Property is characterized by fairly flat terrain, with drainage generally flowing from
the southwest to the northeast (See Exhibit "B" — Existing Conditions Plan). There is no on -site
FEMA 100 -year floodplain or USACE jurisdictional wetlands.
The soil types found on the Subject Property (See Exhibit "D" — Soils Map) site are typical for
the area and should pose no unusual developmental problems. The location of the PUD has very
favorable accessibility, location and visibility from surrounding roadways.
The Development will feature seven (8) self - storage buildings and one (1) building with a
combination of self - storage, Food and Beverage Store and three (3) Office store fronts.
Access into the Subject Property will be from East 116th Street North. The access point into the
self - storage is conceptually as shown on Exhibit "A" — Conceptual Site Plan. A mutual access
easement will be established for ingress and egress through existing daycare parcel.
1
The Subject Property will be platted.
It is anticipated that the Development may be developed in multiple phases, with development
commencing as soon as the appropriate approvals have been received.
GrOwasso 2035 Land Use Master plan designates the subject property as Commercial. The
proposed use falls in line
II. Statistical SummarX
Total Project Area 3.39 acres
Total Building Area for Commercial /Office 2,320 sf
Total Building Area for Warehouse /Self - Storage Area 68,775 sf
Total Area Designated for Improvement 121,353 sf
Total Open Space Area 26,315 sf
Maximum Commercial Floor Area
III. Development Standards
Permitted Uses:
Max Commercial Floor Area:
Min Lot SSi 7e'
Min Lot Frontage:
On East 116th Street North:
Min Building Setbacks:
From East 116th St N:
As Permitted within the CG Zoning District.
Uses permitted by right in the CG Zoning District.
Those uses requiring a Specific Use Permit (SUP),
in the CG Zoning District will need to secure an
SUP.
Warehousing /Self - Storage use is allowed when
accompanied by a retail or office component.
As permitted within the CG Zoning District.
As permitted within the CG Zoning District.
Fifty feet (50'). The width of the drive aisle to the
Development will be no less than twenty -four feet
(24').
Twenty -five feet (25')
From West: Twenty feet (20')
PJ
From North:
From East:
Twenty feet (20')
Twenty feet (20')
Max Building HeiA: Twenty feet (20') for any Warehousing and Self -
Storage Uses along northern, western and eastern
boundaries. Interior buildings have a max building
height of thirty -six feet (36').
Building Architecture Design Standards: Front, rear, and side facades shall be designed as
permitted per "Section 11.6 Building Architecture
Design Standards" the City of Owasso Zoning
Code.
Other Bulk &Area Reg.:
As permitted within the CG Zoning District.
Freestanding Signage:
As permitted within the CG Zoning District.
Building Signage:
As permitted within the CG Zoning District.
Access Point:
The sole point of access to and from the
Development shall be from East 116' Street North.
Other Standards: Any overhead doors utilized in connection with any
Warehousing and Self - Storage uses shall face the
interiorof the Development.
Any fencing or screening utilized in connection
with any Warehousing and Self- Storage uses shall
be in accordance with the City of Owasso Zoning
Code. A minimum 6' fence shall be required along
the north, east, and west boundaries, as well as, the
interior boundary between proposed storage units
and existing daycare use. Existing fence may be
utilized adjacent to single family homes. Fence
shall be maintained by property owner of parcel for
OPUD 23 -07.
IV. LandscaDing and Onen Snace
Except as modified herein, landscaping shall be provided in accordance with "Chapter 19
Landscaping, Screening and Fencing Requirements" of the City of Owasso Zoning Ordinance.
Prior to final permitting approval, the owner shall submit a landscape plan along with its proposed
site plan for review and approval by the City of Owasso in accordance with "Chapter 19
Landscaping, Screening and Fencing Requirements of the City of Owasso Zoning Ordinance.
All perimeter landscaping must be installed prior to completion of phase 1 retail or office
component.
3
V. Sidewalks
All sidewalks will meet the City of Owasso Zoning Ordinance and Subdivision Regulations.
VI. Sign Standards
Must adhere to Owasso Zoning Code Chapter 18.
VII. Schedule of Development
The initial development of 116th Attic Storage is expected to commence after final approval of
the PUD, the platting of the property, site plan approval, engineering plan approval, and OFD
approval.
The required commercial component will be constructed prior to any warehousing /self storage
use.
VIII. Access Points
Access to the development shall be shown on and approved as part of the plat process and must
conform to Owasso Zoning Code and City of Owasso engineering criteria. In furtherance thereof:
The development will share access with the adjacent property to the east. This access point is on
East 116th Street North.
IX. Lighting Standards
Must adhere to Owasso Zoning Code Chapter 20. All facing residential must have full cutoff
fixture shields with no more than 0.5 maintained foot candles at any property line adjacent to a
residential single - family district.
X. Mechanical and DumUster Screening
All mechanical and dumpster screening shall be in accordance with Chapter 19 of the Owasso
Zoning Code. No trash enclosures are allowed along property line shared with single - family
residential.
EXHIBIT A
CONCEPTUAL SITE PLAN
R 14 E
E 126th St N
T (D
6 21
N
E 116th St N Site
�� Location Map
COUNTRY ESTATES
TULSA COUNTY
'14 �20'BUFFER
11 BLDG G lo o .5 RII�
I
I NOT A PART OF OPUD -23 07
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EXHIBIT A
CONCEPTUAL SITE PLAN CS101
EXHIBIT B
EXISTING CONDITIONS PLAN
OWNER
JDH Properties, LLC
P.O. Box 397
Owosso, OK 74055
ENGINEER
Kellogg Engineering, Inc.
6755 South 4060 Rood
Tololo, Oklohorno 74DBO
Phone: (918) 275 -4080
C. A. No. 2788
Exp. Dote: June 30, 2025
SURVEYOR
Benchmark Surveying &
Land Services, Inc.
P.O. Box 1078
Owosso, Oklohomo 74055
Phone: (918) 274 -9081
C. A. No. 2235
Exp. Dote: June 30, 2024
Legal Description
of lend I-- the Seuth— oubrter (SE /) e4 Seeti.n s. (6) .f
T.snahip Tsmty-.ne (21) North end R_. Fourteen (14) Eest .1 the en Bea
" n ( B —), .castling t. th. U.S. Gearnment Survey, thereof, Tula
CountycrStote o1 OElohomo; being more Porti..I.rly described .s follow.
COMMENCING of the SE corner of the SE /4 of s.id Sec. 6. T -21 -N, R -14 -E.
I.B.W.; Th S 88'53'58' W .long the south line W hnd SE /4 o distance of
052.81 feet; Thence N O1'OW'SD' W e diston a of 5400 fat to th. Poin1 .f
Beginning being en he present right- .f-�ey 4 E. 116th Street Nor h; THENCE
S 88'SS'So'W .IOng t.6d Present right - of -soy o e of 33D.DOt— to
y 0f COUNTRY ESTATES .c LInG to e0 plot, thereof; THENCE AN
01'08'50 "W along a y of oCOUNTRYt ESTATES o e of 605.65 feet;
THENCE N BB'S3'SD "E .1-9 ..id of COUNTRY eESTATES o Df
330.00 feet; THENCE S 01'08'50 "E .long ra y of COUNTRY ESTATES ono
wing o e of Go— feet t0 thed POINT dOF BEGINNING ono cont.ming
4.588 . s
Boris Die be ring ris the O..horn. St— 11— Coordinate System.
PRELIMINARY PLAT
of
JDH Properties
PART OF THE SOUTHEAST QUARTER (SE /4) OF SECTION SIX (6),
TOWNSHIP TWENTY -ONE (21) NORTH, RANGE FOURTEEN (14) EAST OF THE INDIAN MERIDIAN
A SUBDIVISION WITHIN THE CITY OF OWASSO. TULSA COUNTY, STATE OF OKLAHOMA
2a C0�»ttfj del Al 38'53'50 "6n
330.33' _
IIII o� .e s,
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25 m 111 /
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6, 7- 214I, R -14 -E
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\JDH PROPERTIES
oa /
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11 v
East 118th Street North
m
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R 14 E
E 126th St N
T
fi 21
N
E 116th St N 511e
Location Map
ALL
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11
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segle: 1 " =sD
5 m \
\
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32
m
E = MUTUAL ACCESS EASEMENT
R/ - RIGHT - of -WAY
RIND =RURAL WATER DISTRICT
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SEC. 6, T -21 -N,
\
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- -�
SHOWN ON THE FEMA FLOOD INSURANCE RATE MAP
4D143CO130K, REVISED DATE OCTOBER 3, 2009.
EXHIBIT B
330. 3'
East 118th Street North
m
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R 14 E
E 126th St N
T
fi 21
N
E 116th St N 511e
Location Map
ALL
.It oxen (i- wo- sss -esx3) raeL olcclxc.
11
1, l
segle: 1 " =sD
AC = ACCESS
B/ = BUILDING SETBACK LINE
\
D/E - DRAINAGE EASEMENT
FF = FINISHED FLOOR ELEVATION
LNA = LIMITS OF NO ACCESS
\
1
E = MUTUAL ACCESS EASEMENT
R/ - RIGHT - of -WAY
RIND =RURAL WATER DISTRICT
SF = SOUARE FEET
U/E - UTILITY EASEMENT
3=- STREET ADDRESS
SUBDIVISION CONTAINS 2 LOTS IN 1 BLOCK
or mu�Niie
NOT APART
SUBDIMSION CONTAINS: 4.619 TOTAL ACRES
ZONED CG
OC OPI ID �Tr2 O7
r lJ LJ
THIS PLAT MEETS THE OKLAHOMA MINIMUM STANDARDS FOR
THE PRACTICE OF LAND SURVEYING AS ADOPTED BY THE
OKLAHOMA STATE BOARD OF LICENSURE FOR PROFESSIONAL
ENGINEERS AND LAND SURVEYORS
ALL PROPERTY CORNERS ARE ADNUMENTED WITH 3
ITT OF BEGINMIOGOwos =o
T—
=\
REBAR S MTH ORANGE CAP STAMPED RLS 1289 UNLESS
OTHERWISE NOTED.
BEARING BASE FOR THE PLAT IS 1HE OKLAHOMA STATE
PLANE COORDINATE SYSTEM, NORTH ZONE, NAD93(103)
ADDRESSES SHOWN ON THIS PLAT ARE ACCURATE AT THE
TIME THE PLAT WAS FILED. ADDRESSES ARE SUBJECT TD
PONT OF COMMENCEMENT CHANGE AND SHOULD NEVER BE RELIED UPON IN PLACE OF
SE CORNER OF SE /4 THE LEGAL DESCRIPTION.
SEC. 6, T -21 -N,
R -14 -E, I.B. &M. THIS PLAT IS IS LOCATED IN ZONE x (UNSHADED), AS
- -�
SHOWN ON THE FEMA FLOOD INSURANCE RATE MAP
4D143CO130K, REVISED DATE OCTOBER 3, 2009.
EXHIBIT B
EXISTING CONDITIONS JDH Properties
PLAN December 1B, 2023
SHEET 1 of 2
EXHIBIT C
EXISTING ZONING AND LAND USE PLAN
„! cs
�E-
BASE CG ZONING
WILL REMAIN
EXHIBIT C
EXISTING ZONING
AND LAND USE PLAN
EXHIBIT D
SOILS MAP
USDA United States
Department of
Agriculture
N RCS
Natural
Resources
Conservation
Service
A product of the National
Cooperative Soil Survey,
a joint effort of the United
States Department of
Agriculture and other
Federal agencies, State
agencies including the
Agricultural Experiment
Stations, and local
participants
Custom Soil Resource
Report for
Tulsa County,
Oklahoma
Attic Owasso
January 30, 2024
Preface
Soil surveys contain information that affects land use planning in survey areas.
They highlight soil limitations that affect various land uses and provide information
about the properties of the soils in the survey areas. Soil surveys are designed for
many different users, including farmers, ranchers, foresters, agronomists, urban
planners, community officials, engineers, developers, builders, and home buyers.
Also, conservationists, teachers, students, and specialists in recreation, waste
disposal, and pollution control can use the surveys to help them understand,
protect, or enhance the environment.
Various land use regulations of Federal, State, and local governments may impose
special restrictions on land use or land treatment. Soil surveys identify soil
properties that are used in making various land use or land treatment decisions.
The information is intended to help the land users identify and reduce the effects of
soil limitations on various land uses. The landowner or user is responsible for
identifying and complying with existing laws and regulations.
Although soil survey information can be used for general farm, local, and wider area
planning, onsite investigation is needed to supplement this information in some
cases. Examples include soil quality assessments (http: / /www.nres.usda.gov /wps/
portal /nres /main /soils /health /) and certain conservation and engineering
applications. For more detailed information, contact your local USDA Service Center
(https:Hoffices.sc.egov.usda.gov /locator /app ?agency =nres) or your NRCS State Soil
Scientist (http: / /www.nres.usda.gov /wps /portal /nres /detail /soils /contactus /?
cid= nres142p2_053951).
Great differences in soil properties can occur within short distances. Some soils are
seasonally wet or subject to flooding. Some are too unstable to be used as a
foundation for buildings or roads. Clayey or wet soils are poorly suited to use as
septic tank absorption fields. A high water table makes a soil poorly suited to
basements or underground installations.
The National Cooperative Soil Survey is a joint effort of the United States
Department of Agriculture and other Federal agencies, State agencies including the
Agricultural Experiment Stations, and local agencies. The Natural Resources
Conservation Service (NRCS) has leadership for the Federal part of the National
Cooperative Soil Survey.
Information about soils is updated periodically. Updated information is available
through the NRCS Web Soil Survey, the site for official soil survey information.
The U.S. Department of Agriculture (USDA) prohibits discrimination in all its
programs and activities on the basis of race, color, national origin, age, disability,
and where applicable, sex, marital status, familial status, parental status, religion,
sexual orientation, genetic information, political beliefs, reprisal, or because all or a
part of an individual's income is derived from any public assistance program. (Not
all prohibited bases apply to all programs.) Persons with disabilities who require
alternative means for communication of program information (Braille, large print,
audiotape, etc.) should contact USDA's TARGET Center at (202) 720 -2600 (voice
and TDD). To file a complaint of discrimination, write to USDA, Director, Office of
Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250 -9410 or
call (800) 795 -3272 (voice) or (202) 720 -6382 (TDD). USDA is an equal opportunity
provider and employer.
Contents
Preface..................................................................................... ...............................
2
How Soil Surveys Are Made .................................................... ..............................5
SoilMap ................................................................................... ...............................
8
SoilMap .................................................................................. ..............................9
Legend................................................................................... .............................10
MapUnit Legend ................................................................. ...............................
11
MapUnit Descriptions ............................................................ .............................11
Tulsa County, Oklahoma .................................................... .............................13
15— Dennis - Pharoah complex, 1 to 3 percent slopes .... .............................13
43— Okemah silt loam, 0 to 1 percent slopes ................. .............................15
Soil Information for All Uses .................................................. .............................17
Soil Properties and Qualities ............................................... ...............................
17
Soil Qualities and Features ................................................ .............................17
Hydrologic Soil Group (Attic Owasso) ............................ .............................17
References............................................................................. ...............................
22
How Soil Surveys Are Made
Soil surveys are made to provide information about the soils and miscellaneous
areas in a specific area. They include a description of the soils and miscellaneous
areas and their location on the landscape and tables that show soil properties and
limitations affecting various uses. Soil scientists observed the steepness, length,
and shape of the slopes; the general pattern of drainage; the kinds of crops and
native plants; and the kinds of bedrock. They observed and described many soil
profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The
profile extends from the surface down into the unconsolidated material in which the
soil formed or from the surface down to bedrock. The unconsolidated material is
devoid of roots and other living organisms and has not been changed by other
biological activity.
Currently, soils are mapped according to the boundaries of major land resource
areas (MLRAs). MLRAs are geographically associated land resource units that
share common characteristics related to physiography, geology, climate, water
resources, soils, biological resources, and land uses (USDA, 2006). Soil survey
areas typically consist of parts of one or more MLRA.
The soils and miscellaneous areas in a survey area occur in an orderly pattern that
is related to the geology, landforms, relief, climate, and natural vegetation of the
area. Each kind of soil and miscellaneous area is associated with a particular kind
of landform or with a segment of the landform. By observing the soils and
miscellaneous areas in the survey area and relating their position to specific
segments of the landform, a soil scientist develops a concept, or model, of how they
were formed. Thus, during mapping, this model enables the soil scientist to predict
with a considerable degree of accuracy the kind of soil or miscellaneous area at a
specific location on the landscape.
Commonly, individual soils on the landscape merge into one another as their
characteristics gradually change. To construct an accurate soil map, however, soil
scientists must determine the boundaries between the soils. They can observe only
a limited number of soil profiles. Nevertheless, these observations, supplemented
by an understanding of the soil- vegetation - landscape relationship, are sufficient to
verify predictions of the kinds of soil in an area and to determine the boundaries.
Soil scientists recorded the characteristics of the soil profiles that they studied. They
noted soil color, texture, size and shape of soil aggregates, kind and amount of rock
fragments, distribution of plant roots, reaction, and other features that enable them
to identify soils. After describing the soils in the survey area and determining their
properties, the soil scientists assigned the soils to taxonomic classes (units).
Taxonomic classes are concepts. Each taxonomic class has a set of soil
characteristics with precisely defined limits. The classes are used as a basis for
comparison to classify soils systematically. Soil taxonomy, the system of taxonomic
classification used in the United States, is based mainly on the kind and character
of soil properties and the arrangement of horizons within the profile. After the soil
Custom Soil Resource Report
scientists classified and named the soils in the survey area, they compared the
individual soils with similar soils in the same taxonomic class in other areas so that
they could confirm data and assemble additional data based on experience and
research.
The objective of soil mapping is not to delineate pure map unit components; the
objective is to separate the landscape into landforms or landform segments that
have similar use and management requirements. Each map unit is defined by a
unique combination of soil components and /or miscellaneous areas in predictable
proportions. Some components may be highly contrasting to the other components
of the map unit. The presence of minor components in a map unit in no way
diminishes the usefulness or accuracy of the data. The delineation of such
landforms and landform segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, onsite
investigation is needed to define and locate the soils and miscellaneous areas.
Soil scientists make many field observations in the process of producing a soil map.
The frequency of observation is dependent upon several factors, including scale of
mapping, intensity of mapping, design of map units, complexity of the landscape,
and experience of the soil scientist. Observations are made to test and refine the
soil - landscape model and predictions and to verify the classification of the soils at
specific locations. Once the soil - landscape model is refined, a significantly smaller
number of measurements of individual soil properties are made and recorded.
These measurements may include field measurements, such as those for color,
depth to bedrock, and texture, and laboratory measurements, such as those for
content of sand, silt, clay, salt, and other components. Properties of each soil
typically vary from one point to another across the landscape.
Observations for map unit components are aggregated to develop ranges of
characteristics for the components. The aggregated values are presented. Direct
measurements do not exist for every property presented for every map unit
component. Values for some properties are estimated from combinations of other
properties.
While a soil survey is in progress, samples of some of the soils in the area generally
are collected for laboratory analyses and for engineering tests. Soil scientists
interpret the data from these analyses and tests as well as the field- observed
characteristics and the soil properties to determine the expected behavior of the
soils under different uses. Interpretations for all of the soils are field tested through
observation of the soils in different uses and under different levels of management.
Some interpretations are modified to fit local conditions, and some new
interpretations are developed to meet local needs. Data are assembled from other
sources, such as research information, production records, and field experience of
specialists. For example, data on crop yields under defined levels of management
are assembled from farm records and from field or plot experiments on the same
kinds of soil.
Predictions about soil behavior are based not only on soil properties but also on
such variables as climate and biological activity. Soil conditions are predictable over
long periods of time, but they are not predictable from year to year. For example,
soil scientists can predict with a fairly high degree of accuracy that a given soil will
have a high water table within certain depths in most years, but they cannot predict
that a high water table will always be at a specific level in the soil on a specific date.
After soil scientists located and identified the significant natural bodies of soil in the
survey area, they drew the boundaries of these bodies on aerial photographs and
Custom Soil Resource Report
identified each as a specific map unit. Aerial photographs show trees, buildings,
fields, roads, and rivers, all of which help in locating boundaries accurately.
Soil Map
The soil map section includes the soil map for the defined area of interest, a list of
soil map units on the map and extent of each map unit, and cartographic symbols
displayed on the map. Also presented are various metadata about data used to
produce the map, and a description of each soil map unit.
243940
36° 19'26" N
Custom Soil Resource Report
Soil Map
243970 244000 244030
Soil MaN may not I3e valiel at tliis scale.
36° 19' 18" N
243940 243970 244000 244030
m
Map Scale: 1:1,180 if printed on A portrait (8.5" x 11 ") sheet.
N Meters
° 0 15 30 60 90
Feet
0 50 100 200 300
Map projection: Web Mercator Comereoordinates: WGS84 Edge tics: UTM Zone 15N WGS84
9
244060
244060
244090
LN36° 19'26" N
36° 19'18" N
244090
m
MAP LEGEND
Area of Interest (AOI)
0
Area of Interest (AOI)
Soils
0
Soil Map Unit Polygons
Stony Spot
Soil Map Unit Lines
❑
Soil Map Unit Points
Special
Point Features
Blowout
(�
Borrow Pit
Clay Spot
0
Closed Depression
Gravel Pit
Gravelly Spot
0
Landfill
A.
Lava Flow
Marsh or swamp
Mine or Quarry
Water Features
Miscellaneous Water
scale.
Perennial Water
IV
Rock Outcrop
+
Saline Spot
Transportation
Sandy Spot
Severely Eroded Spot
measurements.
Sinkhole
Interstate Highways
Slide or Slip
oa
Sodic Spot
Custom Soil Resource Report
MAP INFORMATION
10
This product is generated from the USDA -NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Tulsa County, Oklahoma
Survey Area Data: Version 19, Sep 8, 2023
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: May 11, 2022 —May
14, 2022
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
Spoil Area
The soil surveys that comprise your AOI were mapped at
1:12,000.
Stony Spot
Very Stony Spot
Warning: Soil Map may not be valid at this scale.
Wet Spot
Enlargement of maps beyond the scale of mapping can cause
Other
misunderstanding of the detail of mapping and accuracy of soil
Special Line Features
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
Water Features
scale.
Streams and Canals
Transportation
Please rely on the bar scale on each map sheet for map
Rails
measurements.
Interstate Highways
Source of Map: Natural Resources Conservation Service
US Routes
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Major Roads
Local Roads
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
Background
distance and area. A projection that preserves area, such as the
Aerial Photography
Albers equal -area conic projection, should be used if more
accurate calculations of distance or area are required.
10
This product is generated from the USDA -NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Tulsa County, Oklahoma
Survey Area Data: Version 19, Sep 8, 2023
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: May 11, 2022 —May
14, 2022
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
Custom Soil Resource Report
Map Unit Legend
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the
soils or miscellaneous areas in the survey area. The map unit descriptions, along
with the maps, can be used to determine the composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil or miscellaneous areas. A map unit is identified and named
according to the taxonomic classification of the dominant soils. Within a taxonomic
class there are precisely defined limits for the properties of the soils. On the
landscape, however, the soils are natural phenomena, and they have the
characteristic variability of all natural phenomena. Thus, the range of some
observed properties may extend beyond the limits defined for a taxonomic class.
Areas of soils of a single taxonomic class rarely, if ever, can be mapped without
including areas of other taxonomic classes. Consequently, every map unit is made
up of the soils or miscellaneous areas for which it is named and some minor
components that belong to taxonomic classes other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit, and thus they do not affect use and management. These are called
noncontrasting, or similar, components. They may or may not be mentioned in a
particular map unit description. Other minor components, however, have properties
and behavioral characteristics divergent enough to affect use or to require different
management. These are called contrasting, or dissimilar, components. They
generally are in small areas and could not be mapped separately because of the
scale used. Some small areas of strongly contrasting soils or miscellaneous areas
are identified by a special symbol on the maps. If included in the database for a
given area, the contrasting minor components are identified in the map unit
descriptions along with some characteristics of each. A few areas of minor
components may not have been observed, and consequently they are not
mentioned in the descriptions, especially where the pattern was so complex that it
was impractical to make enough observations to identify all the soils and
miscellaneous areas on the landscape.
The presence of minor components in a map unit in no way diminishes the
usefulness or accuracy of the data. The objective of mapping is not to delineate
pure taxonomic classes but rather to separate the landscape into landforms or
landform segments that have similar use and management requirements. The
delineation of such segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, however,
11
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
15
Dennis - Pharoah complex, 1 to
3 percent slopes
3.1
60.8%
43
Okemah silt loam, 0 to 1
percent slopes
2.0
39.2%
Totals for Area of Interest
5.0
100.0%
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the
soils or miscellaneous areas in the survey area. The map unit descriptions, along
with the maps, can be used to determine the composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil or miscellaneous areas. A map unit is identified and named
according to the taxonomic classification of the dominant soils. Within a taxonomic
class there are precisely defined limits for the properties of the soils. On the
landscape, however, the soils are natural phenomena, and they have the
characteristic variability of all natural phenomena. Thus, the range of some
observed properties may extend beyond the limits defined for a taxonomic class.
Areas of soils of a single taxonomic class rarely, if ever, can be mapped without
including areas of other taxonomic classes. Consequently, every map unit is made
up of the soils or miscellaneous areas for which it is named and some minor
components that belong to taxonomic classes other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit, and thus they do not affect use and management. These are called
noncontrasting, or similar, components. They may or may not be mentioned in a
particular map unit description. Other minor components, however, have properties
and behavioral characteristics divergent enough to affect use or to require different
management. These are called contrasting, or dissimilar, components. They
generally are in small areas and could not be mapped separately because of the
scale used. Some small areas of strongly contrasting soils or miscellaneous areas
are identified by a special symbol on the maps. If included in the database for a
given area, the contrasting minor components are identified in the map unit
descriptions along with some characteristics of each. A few areas of minor
components may not have been observed, and consequently they are not
mentioned in the descriptions, especially where the pattern was so complex that it
was impractical to make enough observations to identify all the soils and
miscellaneous areas on the landscape.
The presence of minor components in a map unit in no way diminishes the
usefulness or accuracy of the data. The objective of mapping is not to delineate
pure taxonomic classes but rather to separate the landscape into landforms or
landform segments that have similar use and management requirements. The
delineation of such segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, however,
11
Custom Soil Resource Report
onsite investigation is needed to define and locate the soils and miscellaneous
areas.
An identifying symbol precedes the map unit name in the map unit descriptions.
Each description includes general facts about the unit and gives important soil
properties and qualities.
Soils that have profiles that are almost alike make up a soil series. Except for
differences in texture of the surface layer, all the soils of a series have major
horizons that are similar in composition, thickness, and arrangement.
Soils of one series can differ in texture of the surface layer, slope, stoniness,
salinity, degree of erosion, and other characteristics that affect their use. On the
basis of such differences, a soil series is divided into soil phases. Most of the areas
shown on the detailed soil maps are phases of soil series. The name of a soil phase
commonly indicates a feature that affects use or management. For example, Alpha
silt loam, 0 to 2 percent slopes, is a phase of the Alpha series.
Some map units are made up of two or more major soils or miscellaneous areas.
These map units are complexes, associations, or undifferentiated groups.
A complex consists of two or more soils or miscellaneous areas in such an intricate
pattern or in such small areas that they cannot be shown separately on the maps.
The pattern and proportion of the soils or miscellaneous areas are somewhat similar
in all areas. Alpha -Beta complex, 0 to 6 percent slopes, is an example.
An association is made up of two or more geographically associated soils or
miscellaneous areas that are shown as one unit on the maps. Because of present
or anticipated uses of the map units in the survey area, it was not considered
practical or necessary to map the soils or miscellaneous areas separately. The
pattern and relative proportion of the soils or miscellaneous areas are somewhat
similar. Alpha -Beta association, 0 to 2 percent slopes, is an example.
An undifferentiated group is made up of two or more soils or miscellaneous areas
that could be mapped individually but are mapped as one unit because similar
interpretations can be made for use and management. The pattern and proportion
of the soils or miscellaneous areas in a mapped area are not uniform. An area can
be made up of only one of the major soils or miscellaneous areas, or it can be made
up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example.
Some surveys include miscellaneous areas. Such areas have little or no soil
material and support little or no vegetation. Rock outcrop is an example.
12
Custom Soil Resource Report
Tulsa County, Oklahoma
15— Dennis - Pharoah complex, 1 to 3 percent slopes
Map Unit Setting
National map unit symbol. 2wgf6
Elevation: 560 to 980 feet
Mean annual precipitation: 39 to 43 inches
Mean annual air temperature: 57 to 61 degrees F
Frost -free period: 190 to 220 days
Farmland classification: All areas are prime farmland
Map Unit Composition
Dennis and similar soils: 70 percent
Pharoah and similar soils: 20 percent
Minor components: 10 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Dennis
Setting
Landform: I me rfluves
Landform position (two- dimensional): Summit, shoulder, footslope
Landform position (three - dimensional): Interfluve
Down -slope shape: Convex
Across -slope shape: Convex
Parent material: Silty and clayey residuum weathered from shale
Typical profile
A - 0 to 10 inches: silt loam
BA - 10 to 20 inches: silty clay loam
Bt1 - 20 to 25 inches: silty clay
Bt2 - 25 to 62 inches: silty clay
C - 62 to 79 inches: silty clay loam
Properties and qualities
Slope: 1 to 3 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Somewhat poorly drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately low to
moderately high (0.06 to 0.20 in /hr)
Depth to water table: About 12 to 24 inches
Frequency of flooding: None
Frequency of ponding: None
Maximum salinity. Nonsaline to very slightly saline (0.0 to 2.0 mmhos /cm)
Available water supply, 0 to 60 inches: High (about 9.5 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2e
Hydrologic Soil Group: C/D
Ecological site: R112XY103KS - Loamy Upland
Hydric soil rating: No
13
Custom Soil Resource Report
Description of Pharoah
Setting
Landform: Paleoterraces
Landform position (three - dimensional): Tread
Down -slope shape: Concave
Across -slope shape: Linear
Parent material: Old clayey alluvium over residuum weathered from shale
Typical profile
Ap - 0 to 7 inches: silt loam
BA - 7 to 12 inches: silty clay loam
Bt1 - 12 to 23 inches:
silty clay
Bt2 - 23 to 47 inches:
silty clay
Bt3 - 47 to 59 inches:
clay
BC - 59 to 79 inches:
clay
Properties and qualities
Slope: 1 to 3 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Somewhat poorly drained
Capacity of the most limiting layer to transmit water (Ksat): Low to moderately low
(0.00 to 0.06 in /hr)
Depth to water table: About 6 to 18 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum content: 2 percent
Gypsum, maximum content: 2 percent
Maximum salinity. Slightly saline to moderately saline (4.0 to 8.0 mmhos /cm)
Sodium adsorption ratio, maximum: 13.0
Available water supply, 0 to 60 inches: High (about 9.5 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4w
Hydrologic Soil Group: D
Ecological site: R112XY102KS -Clayey Upland
Hydric soil rating: No
Minor Components
Parsons
Percent of map unit. 10 percent
Landform: Divides
Landform position (two- dimensional): Summit
Landform position (three - dimensional): Interfluve
Down -slope shape: Concave
Across -slope shape: Concave
Ecological site: R112XY101 KS - Claypan Upland
Hydric soil rating: No
14
Custom Soil Resource Report
43— Okemah silt loam, 0 to 1 percent slopes
Map Unit Setting
National map unit symbol. 2vwfz
Elevation: 610 to 920 feet
Mean annual precipitation: 37 to 46 inches
Mean annual air temperature: 57 to 64 degrees F
Frost -free period: 190 to 220 days
Farmland classification: All areas are prime farmland
Map Unit Composition
Okemah and similar soils: 85 percent
Minor components: 15 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Okemah
Setting
Landform: Paleoterraces
Landform position (three - dimensional): Tread
Down -slope shape: Convex
Across -slope shape: Linear
Parent material: Clayey and loamy colluvium or alluvium over clayey residuum
weathered from shale
Typical profile
Al - 0 to 14 inches: silt loam
A2 - 14 to 18 inches: silty clay loam
Bt - 18 to 47 inches: silty clay
BC - 47 to 79 inches: silty clay
Properties and qualities
Slope: 0 to 1 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Somewhat poorly drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately low to
moderately high (0.06 to 0.20 in /hr)
Depth to water table: About 12 to 30 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum content: 2 percent
Gypsum, maximum content: 2 percent
Maximum salinity. Nonsaline to very slightly saline (0.0 to 2.0 mmhos /cm)
Available water supply, 0 to 60 inches: High (about 10.7 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 1
Hydrologic Soil Group: C/D
15
Custom Soil Resource Report
Ecological site: R112XY103KS - Loamy Upland
Hydric soil rating: No
Minor Components
Summit
Percent of map unit: 5 percent
Landform: Imerfluves
Landform position (two- dimensional): Backslope, footslope
Landform position (three - dimensional): Base slope
Down -slope shape: Concave, convex
Across -slope shape: Concave
Ecological site: R112XY103KS - Loamy Upland
Hydric soil rating: No
Pharoah
Percent of map unit: 5 percent
Landform: Paleoterraces
Landform position (three - dimensional): Tread
Down -slope shape: Concave
Across -slope shape: Linear
Ecological site: R112XY102KS - Clayey Upland
Hydric soil rating: No
Parsons
Percent of map unit: 5 percent
Landform: Divides
Landform position (two- dimensional): Summit
Landform position (three - dimensional): Interfluve
Down -slope shape: Concave
Across -slope shape: Concave
Ecological site: R112XY101 KS - Claypan Upland
Hydric soil rating: No
it.
Soil Information for All Uses
Soil Properties and Qualities
The Soil Properties and Qualities section includes various soil properties and
qualities displayed as thematic maps with a summary table for the soil map units in
the selected area of interest. A single value or rating for each map unit is generated
by aggregating the interpretive ratings of individual map unit components. This
aggregation process is defined for each property or quality.
Soil Qualities and Features
Soil qualities are behavior and performance attributes that are not directly
measured, but are inferred from observations of dynamic conditions and from soil
properties. Example soil qualities include natural drainage, and frost action. Soil
features are attributes that are not directly part of the soil. Example soil features
include slope and depth to restrictive layer. These features can greatly impact the
use and management of the soil.
Hydrologic Soil Group (Attic Owasso)
Hydrologic soil groups are based on estimates of runoff potential. Soils are
assigned to one of four groups according to the rate of water infiltration when the
soils are not protected by vegetation, are thoroughly wet, and receive precipitation
from long- duration storms.
The soils in the United States are assigned to four groups (A, B, C, and D) and
three dual classes (A /D, B /D, and C /D). The groups are defined as follows:
Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly
wet. These consist mainly of deep, well drained to excessively drained sands or
gravelly sands. These soils have a high rate of water transmission.
Group B. Soils having a moderate infiltration rate when thoroughly wet. These
consist chiefly of moderately deep or deep, moderately well drained or well drained
soils that have moderately fine texture to moderately coarse texture. These soils
have a moderate rate of water transmission.
17
Custom Soil Resource Report
Group C. Soils having a slow infiltration rate when thoroughly wet. These consist
chiefly of soils having a layer that impedes the downward movement of water or
soils of moderately fine texture or fine texture. These soils have a slow rate of water
transmission.
Group D. Soils having a very slow infiltration rate (high runoff potential) when
thoroughly wet. These consist chiefly of clays that have a high shrink -swell
potential, soils that have a high water table, soils that have a claypan or clay layer at
or near the surface, and soils that are shallow over nearly impervious material.
These soils have a very slow rate of water transmission.
If a soil is assigned to a dual hydrologic group (A /D, B /D, or C /D), the first letter is
for drained areas and the second is for undrained areas. Only the soils that in their
natural condition are in group D are assigned to dual classes.
18
36° 19'26" N
36° 19' 18" N
Custom Soil Resource Report
Map — Hydrologic Soil Group (Attic Owasso)
243940 243970 244000 244030 244060
244090
243940 243970 244000 244030
m
Map Scale: 1:1,180 if printed on A portrait (8.5" x 11 ") sheet.
N Meters
° 0 15 30 60 90
Feet
0 50 100 200 300
Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UTM Zone 15N WGS84
19
244060
36° 19'26" N
36° 19' 18" N
244090
m
MAP LEGEND
Area of Interest (AOI)
0
Area of Interest (AOI)
Soils
r r
Soil Rating
Polygons
0
A
0
A/D
0
B
0
B/D
0
C
0
C/o
0
D
0
Not rated or not available
Soil Rating
Lines
. .
A
Custom Soil Resource Report
C
® C/o
® D
❑ Not rated or not available
Water Features
Streams and Canals
Transportation
Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
Aerial Photography
20
MAP INFORMATION
The soil surveys that comprise your AOI were mapped at
1:12,000.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal -area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA -NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Tulsa County, Oklahoma
Survey Area Data: Version 19, Sep 8, 2023
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: May 11, 2022 —May
14, 2022
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
A/D
B
r r
B/D
.
C
r
C/o
r
D
Not rated or not available
Soil Rating
Points
0
A
®
A/D
®
B
0
B/D
Custom Soil Resource Report
C
® C/o
® D
❑ Not rated or not available
Water Features
Streams and Canals
Transportation
Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
Aerial Photography
20
MAP INFORMATION
The soil surveys that comprise your AOI were mapped at
1:12,000.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal -area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA -NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Tulsa County, Oklahoma
Survey Area Data: Version 19, Sep 8, 2023
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: May 11, 2022 —May
14, 2022
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
Custom Soil Resource Report
Table— Hydrologic Soil Group (Attic Owasso)
Rating Options — Hydrologic Soil Group (Attic Owasso)
Aggregation Method: Dominant Condition
Component Percent Cutoff.- None Specified
Tie -break Rule: Higher
21
Map unit symbol
Map unit name
Rating
Acres in AOI
Percent of AOI
15
Dennis - Pharoah
complex, 1 to 3
percent slopes
C/D
3.1
60.8%
43
Okemah silt loam, 0 to 1
percent slopes
C/D
2.0
39.2%
Totals for Area of Interest
5.0
100.0%
Rating Options — Hydrologic Soil Group (Attic Owasso)
Aggregation Method: Dominant Condition
Component Percent Cutoff.- None Specified
Tie -break Rule: Higher
21
References
American Association of State Highway and Transportation Officials (AASHTO).
2004. Standard specifications for transportation materials and methods of sampling
and testing. 24th edition.
American Society for Testing and Materials (ASTM). 2005. Standard classification of
soils for engineering purposes. ASTM Standard D2487 -00.
Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of
wetlands and deep -water habitats of the United States. U.S. Fish and Wildlife
Service FWS /OBS- 79/31.
Federal Register. July 13, 1994. Changes in hydric soils of the United States.
Federal Register. September 18, 2002. Hydric soils of the United States.
Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric
soils in the United States.
National Research Council. 1995. Wetlands: Characteristics and boundaries.
Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service.
U.S. Department of Agriculture Handbook 18. http: / /www.nres.usda.gov /wps /portal/
n res /d eta i I/n ati o n a I/s o i Is/ ?cid = n res 142p2_054262
Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for
making and interpreting soil surveys. 2nd edition. Natural Resources Conservation
Service, U.S. Department of Agriculture Handbook 436. http: //
www. nres. usda.gov /wps /portal /nres/ detail / national /soils / ?cid= nres142p2_053577
Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of
Agriculture, Natural Resources Conservation Service. http: //
www. nres. usda.gov /wps /portal /nres/ detail / national /soils / ?cid= nres142p2_053580
Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and
Delaware Department of Natural Resources and Environmental Control, Wetlands
Section.
United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of
Engineers wetlands delineation manual. Waterways Experiment Station Technical
Report Y -87 -1.
United States Department of Agriculture, Natural Resources Conservation Service.
National forestry manual. http: / /www.nres.usda.gov /wps /portal /nres /detail /soils/
home / ?cid= nres142p2_053374
United States Department of Agriculture, Natural Resources Conservation Service.
National range and pasture handbook. http: // www .nres.usda.gov /wps /portal /nres/
detail /national /landuse /rangepastu re/ ?cid= stelprdb1043084
22
Custom Soil Resource Report
United States Department of Agriculture, Natural Resources Conservation Service.
National soil survey handbook, title 430 -VI. http: / /www.nres.usda.gov /wps /portal/
n res /d eta i I /so i Is /scie ntists/ ?cid =n res 142 p2_054242
United States Department of Agriculture, Natural Resources Conservation Service.
2006. Land resource regions and major land resource areas of the United States,
the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook
296. http: / /www.nres.usda.gov /wps /portal /nres /detail /national /soils /?
cid = n res 142 p2_05 3624
United States Department of Agriculture, Soil Conservation Service. 1961. Land
capability classification. U.S. Department of Agriculture Handbook 210. http:H
www.nrcs.usda.gov/lnternet/FSE—DOCUMENTS/nrcsl 42p2_052290. pdf
23
EXHIBIT E
CONCEPTUAL BUILDING ELEVATIONS
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a
OR. eople • R!-A.C, h ..... 5' • REAL Community
TO: The Owasso Planning Commission
FROM: Alexa Beemer, AICP, Planning Manager
SUBJECT: Final Plat (Reapproval) - Villas at Stonebridge II
DATE: February 9, 2024
BACKGROUND:
The Community Development Department received an application for review and approval of a final
plat for Villas at Stonebridge II. The subject property is located at 13116 East 76th Street North, near the
southeast corner of the intersection of North 129th East Avenue and East 76th Street North.
SUBJECT PROPERTY /PROJECT DATA:
Property Size
4.99 acres +/-
Current Zoning
Residential Multi - Family (RM)
Present Use
Vacant
Proposed Use
Town homes /Multiplexes
Lots /Blocks
1 Lot /1 Block
Land Use Master Plan
Transitional
Within PUD?
Yes; OPUD 22 -02
Within Overlay District?
No
Water Provider
Rogers County Rural Water District # 3
Paybacks (assessed at platting)
Storm Siren Fee ($50.00 per acre)
ANALYSIS:
The property was annexed and zoned Residential Multifamily (RM) under Ordinance 1 198 in
October 2022. It was then placed within a Planned Unit Development (OPUD 22 -02) overlay in
December 2022 with Ordinance 1201.
Section 2.4.10 of the Owasso Subdivision Regulations states that failure to record a final plat
within six (6) months of the date of the City Council approval shall void all approvals thereto,
unless a written extension is granted.
• The final plat for the subject property was originally approved on March 21, 2023. The
applicant failed to record the approved final plat within six (6) month of approval and
did not seek an extension; because of this, the approval for the final plat has lapsed.
• As such, the applicant is now requesting the final plat to be reconsidered by the
Owasso Planning Commission and Owasso City Council, so they may file the plat of the
subject property with Tulsa County, pending approval.
This is a one (1) lot, one (1) block final plat for a multifamily residential development. Said
development will be comprised of a mixture of six- and eight -plex townhomes.
The proposed lot as depicted on the plat meets the bulk and area requirements outlined in
both the Owasso Zoning Code for RM -zoned properties, as well as within the OPUD 22 -02
document.
Page 2
Final Plat- Villas at Stonebridge II
• The property will have one (1) access point off of East 76th Street North, which will be separated
from adjacent driveways an adequate distance in order to meet all applicable separation
requirements found within the Owasso Zoning Code.
• Perimeter and interior utility easements are provided as required that will allow utility
companies adequate access to serve the development.
• Right -of -Way along East 76th Street North is dedicated by this plat in order to accommodate
future roadway widening.
• There is a large detention easement depicted on the plat, located along the southern
boundary of the property to handle the stormwater generated from the development.
• The City of Owasso will provide police, fire, ambulance, and sanitary sewer services to the
property. Rogers County Rural Water District #3 will provide water services to the property.
• Any development that occurs on the subject property must adhere to all subdivision, zoning,
and engineering requirements as well as any requirements applied to the subject property in
OPUD 22 -02.
SURROUNDING ZONING AND LAND USE:
Direction
Zoning
Use
Land Use Plan
Jurisdiction
North
Residential Estate (RE)
Residential
Transitional
Tulsa County
South
Residential Estate (RE)
Residential
Residential
Tulsa County
East
Residential Multifamily
Multiplexes
Transitional
City of Owasso
West
Commercial Shopping
Self- Storage
Commercial
City of Owasso
TECHNICAL ADVISORY COMMITTEE:
The Technical Advisory Committee (TAC) reviewed the final plat for Villas at Stonebridge II at their
regularly scheduled meeting on January 17, 2024. No comments were made concerning this item.
RECOMMENDATION:
In developing a recommendation, staff evaluated the final plat on the criteria outlined in Section 2.4
of the Owasso Subdivision Regulations. Following this evaluation, staff concluded that the subject plat
meets all of the legal requirements for approval.
As such, staff recommends approval of the final plat for Villas at Stonebridge II.
ATTACHMENTS:
Aerial Map
Final Plat - Villas at Stonebridge 11
E 7NO0, 9L N
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0 0.03 0.05 0.11 0.16 0.22
Miles Final Plat- The Villas at Stonebridge II
' 4
f�
Subject Tract
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0 0.03 0.05 0.11 0.16 0.22
Miles Final Plat- The Villas at Stonebridge II
' 4
f�
Subject Tract
A
FINAL PLAT
of
VILLAS AT STONEBRIDGE II
PART OF THE NORTHWEST OUARTER (NW /4) OF SECTION THIRTY -THREE (33),
TOWNSHIP TWENTY -ONE (21) NORTH, RANGE FOURTEEN (14) EAST OF THE INDIAN MERIDIAN
A SUBDIVISION WITHIN THE CITY OF OWASSO. TULSA COUNTY, STATE OF OKLAHOMA
OPUD No. 22 -02
Zoned RM
R 14 E
Siie E 789th St N
AC L = ACCESS
B/ = BUILDING SETBACK LINE
D/E - DRAINAGE EASEMENT
FF = FINISHED FLOOR ELEVATION
LNA = LIMITS OF NO ACCESS
M E = MUTUAL ACCESS EASEMENT
R/ - RIGHT -DF -WA Y
RWD = RURAL WATER DISTRICT
SF = SOUARE FEET
/E - UTILITY EASEMENT
]CM= STREET ADDRESS
SUBDIVISION CONTAINS 1 LOT IN 1 BLOCK
SUBDIVISION CONTAINS: 4.994 TOTAL ACRES
ZONED ..
THIS PLAT MEETS THE OKLAHOMA MINIMUM STANDARDS FOR
THE PRACTICE OF LAND SURVEYING AS ADOPTED BY THE
OKLAHOMA STATE BOARD OF LICENSURE FOR PROFESSIONAL
ENGINEERS AND LAND SURVEYORS
ALL PROPERTY CORNERS ARE DNUMENTED WITH 3
REBARS WITH ORANGE CAP STAMPED RLS 1289 UNLESS
OTHERWISE NOTED.
BEARING BASE FOR THE PLAT IS THE OKLAHOMA STATE
PLANE COORDINATE SYSTEM, NORTH ZONE, NAD83(1993)
ADDRESSES SHOWN ON THIS PLAT ARE ACCURATE AT THE
TIME THE PLAT S FILED. ADDRESSES RE SUBJECT TD
CHANGE AND SHOULD NEVER BE RELIED UPON IN PLACE OF
THE LEGAL DESCRIPTION.
THIS PLAT IS IS LOCATED IN ZONE x (UNSHADED), AS
SHOWN ON THE FEMA FLOOD INSURANCE RATE MAP
4D143CD13GL, REVISED DATE OCTOBER 18, 2012.
F
East 76th Street North
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Location Map
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OWNER
12924 E 76th Investments, LLC
2322 West Pork Drive
.1—
NarrYon, Oklohomo 73D69
Phone: (405) 520 -4521
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ENGINEER
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Cornerstone Civil Engineering, PLLC
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P.O. Box 721813
em.aal square Feei
Norman, Oklahoma 73070
1s�1e exal >em sne1 rvx.rn
Phone: (405) 653 -9458
C. A. No. 8812
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Exp. Dote: June 30, 2024
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P.O. Box 1076
Owosso, Oklahoma 74055
6
Phone: (918) 274 -9061
C. A. No. 2235
1 III
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Exp. Date: June 30, 2024
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R 14 E
Siie E 789th St N
AC L = ACCESS
B/ = BUILDING SETBACK LINE
D/E - DRAINAGE EASEMENT
FF = FINISHED FLOOR ELEVATION
LNA = LIMITS OF NO ACCESS
M E = MUTUAL ACCESS EASEMENT
R/ - RIGHT -DF -WA Y
RWD = RURAL WATER DISTRICT
SF = SOUARE FEET
/E - UTILITY EASEMENT
]CM= STREET ADDRESS
SUBDIVISION CONTAINS 1 LOT IN 1 BLOCK
SUBDIVISION CONTAINS: 4.994 TOTAL ACRES
ZONED ..
THIS PLAT MEETS THE OKLAHOMA MINIMUM STANDARDS FOR
THE PRACTICE OF LAND SURVEYING AS ADOPTED BY THE
OKLAHOMA STATE BOARD OF LICENSURE FOR PROFESSIONAL
ENGINEERS AND LAND SURVEYORS
ALL PROPERTY CORNERS ARE DNUMENTED WITH 3
REBARS WITH ORANGE CAP STAMPED RLS 1289 UNLESS
OTHERWISE NOTED.
BEARING BASE FOR THE PLAT IS THE OKLAHOMA STATE
PLANE COORDINATE SYSTEM, NORTH ZONE, NAD83(1993)
ADDRESSES SHOWN ON THIS PLAT ARE ACCURATE AT THE
TIME THE PLAT S FILED. ADDRESSES RE SUBJECT TD
CHANGE AND SHOULD NEVER BE RELIED UPON IN PLACE OF
THE LEGAL DESCRIPTION.
THIS PLAT IS IS LOCATED IN ZONE x (UNSHADED), AS
SHOWN ON THE FEMA FLOOD INSURANCE RATE MAP
4D143CD13GL, REVISED DATE OCTOBER 18, 2012.
VILLAS AT STONEBRIDGE II
July 10, 2023
SHEET 1 of
2
F
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33 2
21
N
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Location Map
DALL Ox Ex' (1 -edd- 522 -BS�J) iSFIXtE CIWIxC.
11
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2
KNOW ALL MEN BY THESE PRESENTS
THAT, 12924 E 76TH INVESTMENTS LLC (HEREINAFTER THE 'OWNER /DEVELOPER), IS THE OWNER OF THE F
A trod of lontl located m the West H01f of the Northeast QUarler of the Northwest Oabrter M the
Northwest Ouorter (W /2 NE /4 NW /4 NW /4) of Section Thirty -three (33) in Township TWenty -one (21) North
and Ronge Fourteen (14) Eost of the ltdim Bose ono Meddim (I.B.&M.), o cording to the U.S. Government
Survey, thereof, Tulsa County, State of DAlahoma; Ding m re pOrti,.I,,Iy described Os follows:
Commencing of the NW co r of the NW /4 of SeC. 33, T -21 -N, R -14 -E, I.B.WN.; THENCE N BB'35'D4 "E
along the north line M So'd NW /4 o tlistonce M 660.23 feet to the POINT OF BEGINNING Deing the NW
er Oi the W/2 NE /4 NW /4 of Soitl NW /4; THENCE N 86'35'D4 "E o di— O1 330.12 feel to the NE
of Soitl W/2 NE /4 NW /4 NW /4; THENCE 5 D1'D7'54 "E along the west Line M VILLAS AT
STONEBRIDGE, o cortling to the recortletl Plot No. 6427 o tlislonce of 656.89 feet to the SE c of Soitl
W/2 NE /4 NW /4 NW /4; THENCE S 88'35'43'W o tlistonce Of 330.2] feet to the SW comer oaf esoid W/2
NE /4 NW /4 NW /4; THENCE N D1'D7'D5'W along the east Line of PENIX PLACE, OC ,diog to the recortletl
Plot No. 5062 o tlistonce of 658.83 feet to the POINT OF BEGINNING.
AND THE OWNER HAS CAUSED THE ABOVE DESCRIBED LAND TO BE SURVEYED, STAKED, PLATTED, DEDICATED, ACCESS
RIGHTS RESERVED AND SUBDIVIDED INTO ONE (1) LOT IN ONE (1) BLOCK IN CONFORMITY WITH THE ACCOMPANYING PLAT
AND SURVEY (HEREINAFTER THE 'PLAT) AND HAS ENTTLED AND DESIGNATED THE SUBDIVISION AS VILLAS AT
STONEBRIOGE I. A SUBDIVISION WITHIN THE CITY OF OWASSO, TULSA COUNTY, STATE OF OKLAHOMA, (HEREINAFTER
THE 'SUBDIVISION" OR "VILLAS AT STONEBRIDGE II ").
SECTION I. EASEMENTS AND UTILITIES
A. PUBLIC RIGHT -OF -WAY le UTILITIES EASEMENTS
THE OWNER DOES HERBY DEDICATE TO THE PUBLIC THE STREET RIGHT -OF -WAY DESIGNATED ON THE ACCOMPANYING
PLAT AND DOES FURTHER DEDICATE TO THE PUBLIC THE UTILITY EASEMENTS DESIGNATED AS U /E" OR UTILITY
EASEMENT" FOR THE SEVERAL PURPOSES OF CONSTRUCTION, MAINTAINING, OPERATING REPAIRING, REPLACING, AND /OR
REMOVING A AND ALL PUBLIC UTILITIES, INC UDING STORM SEWERS , SANITARY SEWERS, TELEPHONE AND
COMMUNICATION LINES ELECTRIC POWER LINES AND TRANSFORMERS, GAS LINES, WATER LINES, AND CABLE TELEVISION
LINES, TOGETHER WITH ALL FITTINGS, INCLUDING THE POLES WIRES, CONDUITS, PIPES, VALVES, METERS, MANHOLES AND
EQUIPMENT FOR EACH OF SUCH FACILITIES AND ANY OTHER APPURTENANCES THERETO, WITH THE RIGHTS OF INGRESS
AND EGRESS TO AND UPON THE UTILITY EASEMENTS FOR THE USES AND PURPOSES AFORESAID, PROVIDED HOWEVER,
THE OWNER HEREBY RESERVES THE RIGHT TD CONSTRUCT, MAINTAIN OPERATE, LA AND REPAIR OR REPLACE WATER
LINES AND SEWER LINES, TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS FOR SUCH CONSTRUCTION, MAINTENANCE,
OPERATION, LAYING REPAIRING AND RELAYING DYER, ACROSS AND ALONG ALL OF THE UTILITY EASEMENTS DEPICTED ON
THE PLAT, FOR THE PURPOSE OF FURNISHING WATER AND /OR SEWER SERVICES TO THE AREA INCLUDED IN THE PLAT.
THE OWNER HEREIN IMPOSES A RESTRICTVE COVENANT, WHICH COVENANT SHALL BE BINDING ON EACH LOT OWNER AND
SHALL BE ENFORCEABLE BY THE CITY OF DWASSO. OKLAHOMA. AND BY THE SUPPLIER OF ANY AFFECTED UTILITY
SERVICE THAT, WITHIN THE UTILITY EASEMENTS DEPICTED ON THE ACCOMPANYING PLAT, NO BQILDINGS, STRUCTURE OR
OTHER ABOVE OR BELOW GROUND OBSTRUCTION THAT INTERFERES WITH THE ABOVE SET FORTH USES AND PURPOSES
OF THE UTILITY EASEMENTS SHALL BE PLACED, ERECTED, INSTALLED OR MAINTAINED, PROVIDED HOWEVER, NOTHING
HEREIN SHALL BE DEEMED TO PROHIBIT DRIVES PARKING AREAS CURBING. LANDSCAPING AND CUSTOMARY SCREENING
FENCES THAT DO NOT CONSTTUTE AN 0 STRUCTON. NOTWITHSTANDING THE FOREGOING, PAVEMENT FOR ROADWAY
PURPOSES OVER ANY UTILITY LINES PLACED THEREIN IS EXPRESSLY PERMITTED.
B. WATER AND SEWER SERVICE
1. THE OWNER OF EACH LOT SHALL BE RESPONSIBLE FOR THE PROTECTION OF THE WATER MAINS AND SEWER
FACILITIES LOCATED ON SUCH OWNER'S LOT AND WITHIN THE DEPICTED UTILITY EASEMENT AREAS. THE OWNER SHALL
PREVENT THE ALTERATION OF GRADE IN EXCESS OF THREE (1) INCHES FROM THE ORIGINAL CONTOURS OR FROM AN
CONSTRUCTION ACTIVITY WHICH MAY INTERFERE WITH SAID FACILITIES. SAID ALTERATON OF GRADE RESTRICTIONS SHALL
BE LIMITED TO THE EASEMENT AREAS.
2 ROGERS COUNTY RURAL WATER DISTRICT (RWD) Ne.3 SHALL BE RESPONSIBLE FOR ORDINARY MAINTENANCE OF ITS
FACILITIES, BUT THE OWNER OF EACH LOT WILL PAY FOR DAMAGE OR RELOCATION OF SUCH FACILITIES CAUSED OR
NECESSITATED BY ACTS OF THE OWNER OR HIS AGENTS DR CONTRACTS, HIND Na.3 SHALL HAVE THE RIGHT TD ACCESS
WITH ITS EOUIPMENT TD ALL EASEMENT WAYS SHOWN ON THE PLAT FOR INSTALLING MAINTAINING REMOVING OR
REPLACING ANY PORTION OF ITS UNDERGROUND WATER FACILITIES THE FOREGOING COVENANTS CONCERNING WATER
FACILITES SHALL BE ENFORCEABLE BY ROXERS COUNTY RURAL WATER DISTRICT Na3 AND THE OWNER OF EACH LOT
AGREES TO BE BOUNDARY HEREBY.
] THE CITY OF OWASSO OR ITS SUCCESSORS WILL BE RESPONSIBLE FOR ORDINARY MAINTENANCE OF PUBLIC SEWER
FACILITIES, BUT THE OWNER WILL PAY DAMAGE FOR RELOCATION OF SUCH FACILITIES NECESSITATED BY THE ACTS OF
THE DINNER OR SUCH OWNER'S AGENTS OR CONTRACTORS.
LANDSCAPE AND PAVING REPAIR: THE LOT OWNER SHALL BE RESPONSIBLE FOR THE REPAIR AND REPLACEMENT OF
ANY LANDSCAPING AND PAVING LOCATED WITHIN THE UTILITY EASEMENTS IN THE EVENT IT IS NECESSARY TO REPAIR
AN Y UNDERGROUND WATER MAINS. NO LOT OWNER SHALL PLANT ANY TREES OR SHRUBBERY IN DEDICATED UTILITY
EASEMENTS OR RIGHT -OF -WAY WHICH WOULD POTENTIALLY ENDANGER THREATEN OR HARM ANY WATER UTILITIES
LOCATED WITH SAID EASEMENTS OR RIGHTS -OF -WAY. IF IT IS DETERMINED THAT ANY TREES OR SHRUBBERY LOCATED
WITHIN SAID EASEMENTS OR RIGHTS -OF -WAY ARE DAMAGING OR ENDANGERING UTILITIES IN SAID EASEMENTS OR
RIGHTS -OF -WAY, CITY OF OWASSD SHALL HAVE THE RIGHT TO REMOVE SAID TREES OR SHRUBBERY UPON FIVE (5)
DAIS' NOTICE THEREOF AT THE LOT OWNER'S EXPENSE, OR WITHIN SUCH TINE THE LOT OWNER MAY REMOVE THE SAME.
5. CITY OF OWASSO, ITS SUCCESSORS OR ASSIGNS, SHALL HAVE THE RIGHT TD ACCESS WITH IT'S EQUIPMENT AL
EASEMENT WAYS SHOWN ON THE PLAT FOR INSTALLING, MAINTAINING , REMOVING OR REPLACING ANY PORTION OF ITS
UNDERGROUND WATER FACILITIES THE FOREGOING COVENANTS CONCERNING WATER FACILITIES SHALL BE ENFORCEABLE
BY THE CITY OF OWASSO AND THE LOT OWNER AGREES TO BE BOUND HEREBY.
8. THE CITY OF OWASS), ITS SUCCESSORS OR ASSIGNS, SHALL HAVE THE RIGHT TD ACCESS WITH ITS EQUIPMENT AL
EASEMENT WAYS SHOWN ON THE PLAT FOR INSTALLING, MAINTAINING REMOVING OR REPLACING ANY PoRTON OF ITS
UNDERGROUND PUBLIC SEWER FACILITIES. THE FORGOING CDVENANTS CONCERNING PUBLIC SEWER FACILITIES SHALL BE
ENFORCEABLE BY THE CITY OF OWASSO AND THE OWNER AGREES TO BE BOUND HEREBY,
C. UNDERGROUND SERVICE
t. OVERHEAD LINES FOR THE SUPPLY OF ELECTRIC, TELEPHONE AND CABLE TELEVISION SERVICES MAY BE LOCATED
WITHIN THE PUBLIC STREET RIGHT -OF -WAY ADJACENT TO THE SUBDIVISION. STREET LIGHT POLES OR STANDARDS MAY
BE SERVED BY UNDERGROUND CABLE TIROUGHOUT THE SUBDIVISION. ALL SUPPLY LINES INCLUDING ELECTRIC,
TELEPHONE, CABLE TELEVISION AND GAS LINES SHALL BE LOCATED UNDERGROUND IN THE EASEMENT WAYS DEDICATED
FOR GENERAL UTILITY SERVICES AND IN THE RIGHTS -OF -WAY OF THE PUBLIC STREETS AS DEPICTED ON THE
ACCOMPANYING PLAT. SERVICE PEDESTALS AND TRANSFORMERS AS SOURCES OF SUPPLY AT SECONDARY VOLTAGES,
2pALSO BE LOCATED IN THE EASEMENT WAYS.
UNDERGROUND SERVICE CABLES AND GAS SERVICE LINES TO ALL STRUCTURES WHICH MAY BE LOCATED WITHIN THE
SUBDIVISION MAY BE RUN FROM THE NEAREST GAS MAIN. SERVICE PEDESTAL OR TRANSFORMER TO THE POINT OF
USAGE DETERMINED BY THE LOCATION AND CONSTRUCTION OF SUCH STRUCTURE AS MAY BE LOCATED UPON THE LOT.
PROVIDED THAT UPON THE INSTALLATION OF A SERVICE CABLE OR GAS SERVICE LINE TO A PARTICULAR STRUCTURE,
THE SUPPLIER. EFFECTIVE AND NON - EXCLUSIVE RIGHT -OF -WAY EASEMENT ON THE LOT. COVERING A 5 FOOT STRIP
EXTENDING 2.5 FEET ON EACH SIDE OF THE SERVICE CABLE OR LINE EXTENDING FROM THE GAS MAIN, SERVICE
PEDESTAL OR TRANSFORMER TO THE SERVICE ENTRANCE ON THE STRUCTURE.
FINAL PLAT
of
VILLAS AT STONEBRIDGE II
PART OF THE NORTHWEST QUARTER (NW /4) OF SECTION THIRTY -THREE (33),
TOWNSHIP TWENTY -ONE (21) NORTH, RANGE FOURTEEN (14) EAST OF THE INDIAN MERIDIAN
A SUBDIVISION WITHIN THE CITY OF OWASSO, TULSA COUNTY, STATE OF OKLAHOMA
3. THE SUPPLIER OF ELECTRIC, TELEPHONE, CABLE TELEVISION AND GAS SERVICES, THROUGH ITS AGENTS AND
EMPLOYEES, SHALL AT ALL TIMES HAVE THE RIGHT OF ACCESS TO ALL EASEMENT WAYS SHOWN ON THE PLAT OR
OTHERWISE PROVIDED FOR IN THIS DEED OF DEDICATION FOR THE PURPOSE OF INSTALLING, MAINTAINING, REMOVING OR
REPLACING ANY PORTION OF THE UNDERGROUND ELECTRIC, TELEPHONE, CABLE TELEVISION OR GAS FACILITIES INSTALLED
BY THE SUPPLIER OF THE UTILITY SERVICE.
4. THE OWNER OF THE LOT SHALL BE RESPONSIBLE FOR THE PRDTECTON OF THE UNDERGROUND SERVICE FACILITIES
LOCATED ON SUCH OWNER'S LOT AND SHALL PREVENT THE ALTERATION OF GRADE OR ANY CONSTRUCTION ACTIVITY
WHICH WOULD INTERFERE WITH THE ELECTRIC, TELEPHONE, CABLE TELEVISION OR GAS FACwL . EACH SUPPLIER OF
SERVICE SHALL BE RESPONSIBLE FOR ORDINARY MAINTENANCE OF UNDERGROUND FACILITIES BUT THE OWNER SHALL
PAY FOR DAMAGE OR RELOCATION OF SUCH FACILITIES CAUSED OR NECESSITATED BY ACTS OF THE OWNER OR SUCH
OWNER'S AGENTS OR CONTRACTORS
5. THE FORGOING COVENANTS SET FORTH IN THIS PARAGRAPH C SHALL BE ENFORCEABLE BY EACH SUPPLIER OF THE
ELECTRIC, TELEPHONE, CABLE TELEVISION OR GAS SERVICE AND THE OWNER OF THE LOT AGREES TO BE BOUND HEREBY.
D. GAS SERVICE
PURPOSE OF INSTALLING REMOVING, REPAIRING OR REPLACING ANY PORTION OF THE FACILITIES INSTALLED BY THE
SUPPLIER OF CAS SERVICE.
2. THE OWNER OF THE LOT SHALL BE RESPONSIBLE FOR THE PROTECTION OF THE UNDERGROUND GAS FACILITIES
LOCATED IN THEIR LOT AND SHALL PREVENT THE ALTERATION OF GRADE, OR ANY OTHER CONSTRUCTION ACTIVITY WHICH
WDULD INTERFERE WITH THE GAS SERVICE. THE SUPPLIER OF THE GAS SERVICE SHALL BE RESPONSIBLE FOR THE
ORDINARY MAINTENANCE OF SAID FACILITIES, BUT THE OWNER SHALL PAY FOR DAMAGE OR RELOCATION OF FACILITIES
CAUSE OR NECESSITATED BY ACTS OF THE OWNER, OR ITS AGENTS OR CONTRACTORS.
3. THE FOREGOING COVENANTS SET FORTH IN THE PARAGRAPH D SHALL BE ENFORCEABLE BY THE SUPPLIER OF THE
GAS SERVICE AND THE OWNER OF THE LOT AGREES TO BE BOUND HEREBY.
E PAVING AND LANDSCAPING WITHIN EASEMENTS
I. THE OWNER OF THE LOT SHALL BE RESPONSIBLE FOR REPAIR OF DAMAGE TO THE LANDSCAPING AND PAVING
OCCASONED BY THE NECESSARY INSTALLATION OF OR MAINTENANCE TO THE UNDERGROUND WATER, SEWER, STORM
WATER, GAS, COMMUNICATION, CABLE TELEVISION, OR ELECTRIC FACILITIES WITHIN THE EASEMENTS DEPICTED ON THE
ACCOMPANYING PLAT. PROVIDED HOWEVER. THAT THE CITY OF OWASSO. OR THE SUPPLIER OF THE UTILITY SERVICE
PLAN.
F. SIDEWALKS
THE OWNER /DEVELOPER WILL CONSTRUCT SIDEWALKS ALONG EAST 76TH STREET NOR
G. LIMITS OF NO ACCESS
THE OWNER HEREBY RELINQUISHES RIGHTS DF INGRESS AND EGRESS TO AND FROM T
AND FROM EAST 76TH STREET NORTH WITHIN THE BOUNDS DESIGNATED AS "LIMITS D
PLAT, EXCEPT AS MAY HEREINAFTER BY RELEASED, ALTERED OR AMENDED THE CITY
SUCCESSORS, OR AS IS OTHERWISE PROVIDED BY THE STATUTES OF LAWS OF THE S'
THERETO.
H. OVERLAND DRAINGAGE AND DETENTION EASEMENT
1. THE OWNER /DEVELOPER DOES HEREBY DEDICATE TD THE PUBLIC PERPETUAL EASEI
: 1W17EG9>•9 :1r1�r.T�tn :TTrc�E.r.
NECESSARY TO ACHIEVE THE INTENDED DRAINAGE. RETENTION, AND DETENTON FUNCTIONS INCLUDING REPAIR OF
APPURTENANCES AND REMOVAL OF OBSTRUCTIONS AND SILTATION. DETENTION FACILITIES SHALL BE MAINTAINED BY THE
OWNER IN ACCORDANCE WITH THE FOLLOWING MINIMUM STANDARDS:
A. PER CITY OF OWASSO STANDARDS.
SECTION II. ENFORCEMENT, DURATION, AMENDMENT AND SEVERABILITY
A. ENFORCEMENT
THE RESTRICTIONS HEREIN SET FORTH ARE COVENANTS TO RUN WITH THE LAND AND SHALL BE BINDING UPON THE
OWNER/D VELOPER, ITS SUCCESSORS AND ASSIGNS. WITHIN THE PROVISIONS OF SECTION I. EASEMENTS AND UTILITIES
ARE SET FORTH CERTAIN COVENANTS AND THE ENFORCEMENT RIGHTS PERTAINING THERETO, WHETHER OR NOT
SPECIFICALLY THEREIN SO STATED SHALL INURE TD THE BENEFIT AND SHALL BE ENFORCEABLE BY THE CITY OF
OWASSO. OKLAHOMA.
B- ENFORCEMENT
THESE RESTRICTIONS TD THE EXTENT PERMITTED BY APPLICABLE LAW, SHALL BE PERPETUAL BUT IN ANY EVENT SHALL
BE IN FORCE AND EFFECT FOR A TERM OF NOT LESS THAN THIRTY (30) YEARS FROM THE DATE OF THE RECORDING OF
THIS DEED OF DEDICATION UNLESS TERMINATED OR AMENDED AS HEREINAFTER PROVIDED
C.AMENDMENT
THE COVENANTS CONTAINED WITHIN SECTION I EASEMENTS AND UTILITIES MAT BE AMENDED OR TERMINATED AT ANY
TIME BY A WRITTEN INSTRUMENT SIGNED AND ACKNOWLEDGED BY THE OWNER OF THE LAND TO WHICH THE AMENDMENT
OR TERMINATION IS TO APPLICABLE AND APPROVED BY THE OWASSD PLANNING COMMISSION, DR ITS SUCCESSORS AND
THE C N
ITY OF OWASSO. OKLAHOMA. THE PROVISIONS OF A INSTRUMENT AMENDING OR TERMINATING COVENANTS AS
ABOVE SHALL BE EFFECTIVE FROM AND AFTER THE DATE IT IS PROPERLY RECORDED.
D. SEVERABILITY
INVALIDATION OF ANY RESTRICTION SET FORTH HEREIN. OR ANY PART THEREOF. BY AN ORDER. JUDGEMENT, OR DECREE
OF ANY COURT, OR OTHERWISE, SHALL NOT INVALIDATE OR AFFECT ANY OF THE OTHER RESTRICTIONS OR ANY PART
THEREOF AS SET FORTH HEREIN. WHICH SHALL REMAIN IN FULL FORCE AND AFFECT.
OPUD No. 22 -022
Zoned RM
CERTIFICATE OF OWNERSHIP
IN WITNESS WHEREOF, 12924 E 76TH INVESTMENTS, LLC AN OKLAHOMA LIMITED LIABILITY COMPANY,
BEING THE OWNER OF THE SUBDIVISION HEREBY APPROVES THE FOREGDING DECLARATION OF COVENANTS, CONDITIONS
AND RESTRICTIONS ON 1X15 OY OF , 2023.
MANAGER
srATE v DKwnDMw
SS
COND O
BEFORE ME, THE UNDERSIGNED, NOTARY PUBLIC, IN AND FOR SAID COUNTY AND STATE, ON THIS_DAT
OF--. 2D23, PERSONALLY APPEARED TO ME KNOWN TO BE THE IDENTICAL
PERSON WHO EXECUTED THE FOREGDING DECLARATION OF COVENVNIS, CONDITIONS AND RESTRICTIONS AS MIANADER,
12924 E 76TH INVESTMENTS, LLC AND ACKNOWLEDGED TO M ET HAT HE EXECUTED THE SAME
AS HIS FREE AND VOLUNTARY ACT AND DEED, AND AS THE FREE AND VOLUNTARY ACT AND DEED OF
SAID COMPANY, FOR THE USES AND PURPOSES THEREIN SET FDRTH.
MEN UNDER W HAND AND SEAL M DAY AND YEAR USY ABOVE WRITTEN.
CERTIFICATE OF SURVEY
KEVIN M. NEWLUN, A REGISTERED LAND SURVEYOR IN THE STATE OF OKLAHOMA, HEREBY CERTIFY THAT
HAVE CAREFULLY AND ACCURATELY SURVEYED. SUBDIVIDED AND PLATTED THE TRACT OF LAND DESCRIBED
ABOVE, AND THAT SAID PLAT DESIGNATED HEREIN AS VILLAS AT STONEBRIDGE II, N ADDITION TO THE
CITY OF OWASSO, TULSA COUNTY, STATE OF OKLAHOMA, IS A TRUE AND CORRECT REPRESENTATION OF SAID SURVEY.
WITNESS MY HAND AND SLAL THIS MY OF , 2023.
KEVIN W. NEWLUN tqr..
OKWgMA REGSTERED LAND SURVEYOR JIM �f
KWHINRK SURVEYING AND LAND SERVICES, INC.,
CA. /2235. EXP 8-30-29
MiW1AN
IM
STATE IF OKw1G1 )
SS
fAUNW DF )
BEFORE ME. THE UNDERSIGNED. A NOTARY PUBLIC IN AND FOR SKID COUNTY AND STATE. ON THIS DAY
OF , 2023, PERSONALLY —RED KEVIN M. NGMUJN, UNTO ME KNOWN TD BE THE IOENDGL
PERSON WIND EXECUTED THE WITHIN AND FOREGOING INSTMIWENT.
GIVEN UNDER MY HAND AND SLAL THE DAY AND YEAR LAST ABOVE WRITTEN.
CERTIFICATE OF FINAL PLAT APPROVAL
I HEREBY CERTIFY THAT THIS PLAT WAS
DAY OF
APPROVED BY THE
. 2023
OWASSO CITY
COUNCIL ON THE
BY
MAYOR
THIS APPROVAL IS VOID IF THE ABOVE
BY:
CITY CLERK
SIGNATURE IS NOT ENDORSED
BY
THE CITY CLERK.
VILLAS AT STONEBRIDGE II
July 10, 2023
SHEET 2 of 2
RESIDENTIAL SINGLE FAMILY NEW CONSTRUCTION MONTH END REPORT JANUARY 2024
Month
2015
2016
2017
2018
2019
2020
2021
2022
2023
2024
1 January
12
15
9
8
9
9
7
35
8
14
2 February
19
26
15
8
8
4
8
11
4
3 March
23
18
55
19
4
12
9
8
29
4 April
27
23
20
17
6
8
49
25
13
5 May
15
9
11
20
4
5
19
24
19
6 June
11
31
5
7
5
22
24
7
11
7 July
20
16
9
14
11
11
34
7
8
8 August
33
15
12
6
6
35
17
1
23
9 September
13
15
6
2
7
17
33
3
13
10 October
23
12
7
3
21
7
24
2
11
11 November
25
6
19
7
2
10
20
5
3
12 December
7
3
9
6
3
7
14
3
25
Totals
228
189
177
117
86
147
258
131
167
14
YTD
12
15
9
8
9
9
7
35
8
14
JANUARY YEAR -TO -DATE COUNT
40
35 ------------------------------------------------------------------------------------------ - - - - -- ------------------------------
30 ------------------------------------------------------------------------------------------- - - - - -- ------------------------------
25 ------------------------------------------------------------------------------------------- - - - - -- ------------------------------
20 ------------------------------------------------------------------------------------------- - - - - -- ------------------------------
15 --------- - - - - -- -------------------------------------------------------------------- - - - - -- ---- - - - - --
10 - -- - - - - - -- --------------------------------------------- -------------------- - - - - -- -- - - - - -- - - - - --
---------
50 - - -, - - - - - -- - - - - - -� ------- f - - - - --
2015 2016 2017 2018 2019 2020 1 2021 2022 2023 2024
JANUARY 12 15 9 8 9 9 7 35 8 14
JANUARY YEAR -TO -DATE DOLLARS
5,000,000
4,000,000 ------------------------------------------------------ - - - - -- ------------------------------------------------------- - - - - --
3,000,000 ------------------------------------------------------ - - - - -- ------------------------------------------------------- - - - - --
2,000,000 ------------------------------------------------------ - - - - -- -----------------------------------------
1,000,000 ---------------
2020 2021 2022 2023 2024
JANUARY 1,365,100 975,460 4,515,500 1,7471650 21329,800
TOTAL NEW CONSTRUCTION DOLLARS FOR EACH YEAR
45,000,000
30,000,000 --------------------------- - - - - -- ---------------------------------- - - - - -- ----------------------------------
111,1
15,000,000 - - - - -- -- ------ - - - - -- -- - - - - --
2020 2021 2022 2023 2024
TOTAL 17,967,497 38,080,961 20,280,175 30,600,920 2,329,800
CITY OF OWASSO
RESIDENTIAL LOT INVENTORY STATUS
January 31, 2024
SUBDIVISION
Hawk's Landing (6/21)
Hawthorne at Stone Canyon Ph 1 (3/20)
Keys Landing 11 (12/23)
Morrow Place 111 (11/23)
Nottingham Hill (6/09)
Parker Village (4/21)
Presley Hollow (3/21)
Stone Creek at Owasso (9/20)
TOTALS
# OF LOTS # DEVELOPED # AVAILABLE
70 1 69
19 16 3
94 0 94
98 23 75
58 44 14
120 82 38
197 169 28
100 49 51
756 384 372
RESIDENTIAL MULTI - FAMILY NEW CONSTRUCTION MONTH END REPORT JANUARY 2024
(Initial recording began May 2016)
Month
2016
2017
2018
2019
2020
2021
2022
2023 2024 2025
1 January
4
0
0
0
0
107
0 0
2 February
6
0
0
0
0
4
14
3 March
*13
0
64
0
22
0
0
4 April
0
4
0
0
0
6
0
5 May
0
0
0
0
0
0
262
0
6 June
0
0
0
0
0
0
240
0
7 July
0
0
0
0
0
0
0
366
8 August
0
0
0
0
0
0
0
42
9 September
0
4
9
0
0
0
36
0
10 October
0
0
0
0
0
0
0
0
11 November
0
0
0
0
0
0
0
0
12 December
0
*10
0
0
58
0
0
0
Totals
0
37
13
64
58
22
655
422 0 0
YTD 0 4 0 0 0 0 107 0 0 0
*Units part of mixed use projects. Construction dollars counted towards new commercial.
JANUARY YEAR -TO -DATE COUNT
120
100 ----------------------------------------------------------------------------- - - - - -- --------------------------------------------
80 ----------------------------------------------------------------------------- - - - - -- --------------------------------------------
60 ----------------------------------------------------------------------------- - - - - -- --------------------------------------------
40 ----------------------------------------------------------------------------- - - - - -- --------------------------------------------
20 ---------------------------------------------------------------------------- ------ H ---------------------------------------------
0 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025
JANUARY 0 4 0 0 0 0 107 0 0 0
TOTAL NEW CONSTRUCTION DOLLARS FOR EACH YEAR
90,000,000
75,000,000 -----------------------------------------------------------
------------------------------------------------------------
60,000,000 -----------------------------------------------------------
------------------------------------------------------------
45,000,000 ----------------------------------------------------- - - - - -- - - - - --
----------------------------------
30,000,000 ------------------------------------------------------ - - - - --IL - - - - - -- ----------------------------------
15,000,000 ------------------------------------------------------ - - - - -- - - - - --
2020 1 2021 2022 2023 2024
TOTAL 4,800,000 1,239,000 t 82,454,792 45,437,640 -
COMMERCIAL NEW CONSTRUCTION MONTH END REPORT JANUARY 2024
Month
2015
2016
2017
2018
2019
2020
2021
2022
2023 2024
1 January
1
2
2
0
0
1
1
0
1 1
2 February
2
1
0
0
3
0
0
3
2
3 March
2
0
2
3
2
1
1
8
1
4 April
2
0
0
0
0
0
3
2
3
5 May
0
0
1
2
1
0
0
1
3
6 June
3
2
0
1
1
2
2
3
1
7 July
0
2
0
2
0
2
2
0
0
8 August
0
2
2
1
2
0
2
2
2
9 September
2
3
1
1
2
1
3
1
2
10 October
1
2
0
0
0
1
0
1
0
11 November
1
1
2
1
0
1
3
2
1
12 December
0
0
0
0
0
0
1
0
2
Totals
14
15
10
11
11
9
18
23
18 1
YTD
1
2
2
0
0
1
1
0
1 1
JANUARY YEAR -TO -DATE COUNT
25
20 -------------------------------------------------------------------------------------------------------------------------------------
15 -------------------------------------------------------------------------------------------------------------------------------------
10 -------------------------------------------------------------------------------------------------------------------------------------
5 -------------------------------------------------------------------------------------------------------------------------------------
0
2015 2016 2017 2018 2019 1 2020 1 2021 2022 2023 2024
JANUARY 1 2 2 0 0 1 1 0 1 1
JANUARY YEAR -TO -DATE DOLLARS
8,000,000
7,000,000 ------------------------------------------------------------------------------------------------------------------------------- - - - - --
6,000,000 --------------------------------------------------------------------------------------
5,000,000 --------------------------------------------------------------------------------------
4,000,000 --------------------------------------------------------------------------------------
3,000,000 --------------------------------------------------------------------------------------
2,000,000 --------------------------------------------------------------------------------------
1,000,000 - - - - -- --------------- - - - - -- ------------------------------------- - - - - -- -------- - - - - --
- -----
0
2020 2021 2022 2023 2024
JANUARY 1,000,000 620,000 1 0 6,800,000 1,000,000
TOTAL NEW CONSTRUCTION DOLLARS FOR EACH YEAR
60,000,000
45,000,000
30,000,000
15,000,000
2020 2021 2022 2023 2024
TOTAL 25,640,180 56,068,466 25,134,256 32,518,744 1,000,000
Certificate
of Occupancy Monthly
List
Yes
NAME
ADDRESS
DATE
COMPLETE
JANUARY 2024
405 W 2 Ave
12/15/2023
Yes
T3 Management - Prime Cannabis
427 E 2 Ave
1/16/2024
Yes
Pose Studio
7301 N Owasso Exp, Build A, Unit 120
1/18/2024
Yes
Bounce Owasso
7301 N Owasso Exp, Build M, Unit 100 -115
1/19/2024
Yes
Icy Melts Direct
7794 N Owasso Exp #3338
1/23/2024
Yes
� ] x03 :I I4 I --]:I : i �� � Y *?
Parker Village — Clubhouse
10703 N Garnett Rd
12/7/2023
Yes
Texas Roadhouse
9311 N Owasso Exp
12/8/2023
Yes
Redbud Event Center
405 W 2 Ave
12/15/2023
Yes
Great Plains Mattress
7301 N Owasso Exp, Build A, Unit 110
12/19/2023
Yes
Cava
11340 E 96 St N #500
12/20/2023
Yes
SAHO Animal Hospital
401 W 2 Ave
12/27/2023
Yes
Tulsa Bone & Joint
9455 N Owasso Exp, #K
12/29/2023
Yes
[OIT/ =1 IT, 1- 3=1: i �� � Y *?
OK Roots Farm to Market
11595 E 116 St N
11/7/2023
Yes
Restore U Wellness
201 S Main St, Suite 180
11/15/2023
Yes
Dutch Bros Coffee
13202 E 86 St N
11/16/2023
Yes
The Dripbar
9002 N 121 E Ave #450
11/17/2023
Yes
169 Business Park (white box only)
7301 N Owasso Exp, Building M
11/27/2023
Yes
The Grove
7301 N Owasso Exp, Build M, Unit 120 & 125
11/27/2023
Yes
Threadz Athletics & Customs
9100 N Garnett Rd, Suite K
11/29/2023
Yes
Twill Bailey Creek
9803 E 96 St N
11/30/2023
No
OCTOBER 2023
Eva's Massage & Day Spa
8703 N Owasso Exp #P
10/17/2023
Yes
Arribin Hills Winery
7301 N Owasso Exp, Build A, Unit 125
10/23/2023
Yes
1 Dream Distribution
7762 N Owasso Exp
10/26/2023
Yes
SmokeKing
7726 N Owasso Exp, Suite A & B
10/31/2023
Yes
SEPTEMBER 2023
Hillbilly Tradin Post
105 S Main St
9/6/2023
Yes
Studio 31
11595 E 116 St N, #A
9/19/2023
Yes
Abundant Health
8263 N Owasso Exp #G
9/25/2023
Yes
Vaya Physical Therapy & Wellness
8751 N 117 E Ave #H
9/29/2023
Yes
AUGUST 2023
Township 21
8550 N 145 E Ave
8/1/2023
Yes
OPS Owasso Wellness Center
12901 E 86 St N
8/3/2023
Yes
011ie Pop
209 E 2 Ave #2
8/3/2023
Yes
$5 Gold Diggers
8751 N 117 E Ave #A
8/3/2023
Yes
Performance Repair
520 S Cedar St #D
8/10/2023
Yes
169 Business Park (white box only)
7301 N Owasso Exp, Building E
8/16/2023
Yes
Journey To Success
13315 E 112 St N #206
8/21/2023
Yes
Salad & Go
11360 E 96 St N
8/22/2023
Yes
Owasso Motors
7301 N Owasso Exp, Build E, Unit 100
8/22/2023
Yes
Where The Wild Things Play
117 S Main St
8/28/2023
Yes
The D Taylor
7301 N Owasso Exp, Build E, Unit 125
8/30/2023
Yes
Owasso Physical Therapy
8283 N Owasso Exp #C
8/30/2023
Yes
JULY 2023
Pool Time
11560 N 135 E Ave #101 -B
7/5/2022
Yes
Dunkin Donuts
11420 E 96 ST N
7/6/2023
Yes
918 Family Wellness
8430 N 123 E Ave
7/11/2023
Yes
C,fy of Owasso 200 S. Mai,wSf: Owass -o-, OK 74055
Certificate
of Occupancy
Monthly
List
NAME
ADDRESS
6/8/2023
DATE COMPLETE
R1IJ►1='zIY *?
Foster's Auto Body
108 S Birch St
6/5/2023
Yes
Evergreen Coffee Co.
11204 N Garnett Rd
6/8/2023
Yes
On Call Pediatrics
12150 E 96 St N #10
6/21/2023
Yes
Healing Harvest Growers
7794 N Owasso Exp #3338
6/26/2023
Yes
Owasso Joy Academy
9000 N 145 E Ave
6/26/2023
Yes
Hawaiian Bros
11602 E 96 St N
6/23/2023
Yes
Owasso Behavioral Health
12808 E 86 St N
6/27/2023
Yes
Armstrong Bank
12401 E 86 St N
6/28/2023
Yes
MAY 2023
Vision Source
10304 N Garnett Rd
5/1/2023
Yes
T Nugs World of Cannabis Dispensary
11230 N Garnett Rd #B
5/11/2023
Yes
APRIL 2023
This & That Candles and More
403 E 2 Ave
4/5/2023
Yes
Flourish Clothing Co
108 W 1 Ave, Suite A -1
4/19/2023
Yes
Baptist Children's Home
12791 E 74 St N
4/25/2023
Yes
MARCH 2023
First Church Owasso
10100 N Garnett Rd
3/3/2023
Yes
Caliber Collison
9155 N Owasso Exp
3/10/2023
Yes
Criterion — Complete Building
13315 E 112 St N
3/10/2023
Yes
Criterion — 3rd Floor Office Space
13315 E 112 St N #300
3/10/2023
Yes
Batteries Plus
12140 E 96 St N #104
3/16/2023
Yes
The Big Biscuit
8529 N 129 E Ave
3/29/2023
Yes
FEBRUARY 2023
Thunder Puffs
7800 N Owasso Exp #B
2/6/2023
Yes
Evermore Exotics 28
7800 N Owasso Exp #A
2/6/2023
Yes
The Beauty Pharm Medspa & Wellness
13315 E 112 St N #204
2/9/2023
Yes
Crumbl Cookie
9002 N 121 E Ave #400
2/9/2023
Yes
Criterion — 2nd Floor Office Space
13315 E 112 St N #201
2/16/2023
Yes
Nothing Bundt Cakes
9045 N 121 E Ave #400
2/17/2023
Yes
918 Chiropractic Owasso
12150 E 96 St N #100
2/17/2023
Yes
Diversity Fade Barbershop
9220 N Garnett Rd #1040
2/21/2023
Yes
Drayer Physical Therapy Partners
9045 N 121 E Ave #700
2/22/2023
Yes
Ascension St. John — Rehab Hospital
13402 E 86 St N
2/27/2023
Yes
Mariner Finance
9021 N 121 E Ave #300B
2/28/2023
Yes
Attic Storage of Owasso
11500 E 80 ST N #AA
2/28/2023
Yes
Attic Storage of Owasso
11500 E 80 ST N #BB
2/28/2023
Yes
Attic Storage of Owasso
11500 E 80 ST N #W
2/28/2023
Yes
Attic Storage of Owasso
11500 E 80 ST N #Y
2/28/2023
Yes
C,fy of Owasso 200 S. Mai,wSf: Owass -o-, OK 74055
PERMITS APPLIED FOR IN JANUARY 2024
ADDRESS
BUILDER
ADD /ZONE
VALUE
A.S.F.
PERMIT#
7715 N 147 E Ave
Executive Homes
PH /RS3
$ 206,850
2,758
24- 0101 -X
13411 E 124 St N
Simmons Homes
MPIII /RS3
$ 146,550
1,954
24- 0102 -X
11637 N 129 E Ave
Integrity Signs
MP /CS
$ 5,400
84
24- 0103 -S
12305 N 134 E Ct
Simmons Homes
MPIII /RS3
$ 156,975
2,093
24- 0104 -X
427 E 2 Ave
Encino 3D Custom
76CTR /CG
$ 4,000
55
24- 0105 -S
8751 N 117 E Ave #H
Claude Neon Fed. Signs
MV /CS
$ 3,100
30
24- 0106 -S
207 S Cedar St
Image Builders
Unplatted
$ 10,000
70
24- 0107 -S
13412 E 124 St N
Capital Homes
MPIII /RS3
$ 172,575
2,301
24- 0108 -X
13303 E 125 St N
Simmons Homes
MPIII /RS3
$ 116,925
1,559
24- 0109 -X
12010 E 108 St N
Capital Homes
PV /RS3
$ 172,575
2,301
24- 0110 -X
10715 N 121 E Ave
Capital Homes
PV /RS3
$ 138,000
1,840
24- 0111 -X
9455 N Owasso Exp #K
M & J Signs
TP /CG
$ 4,000
73
24- 0112 -S
314 E 5 Ave #204
West Construction
5ABP /IL
$ 33,000
2,400
24- 0113 -C
314 E 5 Ave #207 & #208
A -Max Sign Co.
5ABP /IL
$ 4,000
28
24- 0114 -S
7301 N Owasso Exp #A -110
A -Max Sign Co.
HHAIP /IL
$ 4,000
39
24- 0115 -S
10703 N Garnett Rd
Metro Sign
PV /RM
$ 12,000
78
24- 0116 -S
11610 E 100 St N
Excell Remodeling
BRE /RS3
$ 140,000
3,105
24- 0117 -X
7515 N 154 E Ave
D.R. Horton of Texas
HL /RS3
$ 172,500
2,300
24- 0118 -X
10502 N 110 E Ave
Manhattan Const.
BMC /PUD
$ 938,398
4,500
24- 0119 -C
12304 N 133 E Ave
Capital Homes
MPIII /RS3
$ 168,525
2,247
24- 0120 -X
12411 N 134 E Ave
Capital Homes
MPIII /RS3
$ 186,075
2,481
24- 0121 -X
12407 N 133 E Ave
Capital Homes
MPIII /RS3
$ 179,475
2,393
24- 0122 -X
13209 E 125 St N
Capital Homes
MPIII /RS3
$ 156,450
2,086
24- 0123 -X
7301 N Owasso Exp #A105
M & J Signs
169BP /IL
$ 3,100
50
24- 0124 -S
12102 E 106 PI N
Capital Homes
PV /RS3
$ 187,800
2,504
24- 0125 -X
12508 N 134 E Ave
Capital Homes
PV /RS3
$ 168,525
2,247
24- 0126 -X
9441 N Garnett Rd
jAscend Construction
NGARRD9 /PUD
$ 1,000,000
5,600
24- 0127 -C
14 Single Family
$ 2,329,800
31,064 SgFt
1 Residential Remodel
$ 140,000
3,105 SgFt
1 New Commercial
$ 1,000,000
5,600 SgFt
2 Commercial Remodel
$ 971,398
6,900 SgFt
9 Signs
$ 49,600
507 SgFt
27 Total Building Permits
$ 4,490,798
47,176 SgFt
Ci,y of 0wa�yfl-2- 00 S. Mai.wSf 0wa,54fl, 0 K 74055
OWASSO TECHNICAL ADVISORY COMMITTEE
Wednesday, January 17, 2024
City Hall Community Room
PRESENT ABSENT
VVEC Washington County Rural Water District #3 (RWD #3)
City Attorney Representative Cox Communications
Planning Commissioner Representative Rogers County Rural Water District #3
Police Department Public Works (PW)
Community Development Staff (CD) ONG
AEP /PSO
AT &T
Fire Department
OPUD 23 -07 - Planned Unit Development (PUD) - Attic Storage of Owasso -
Community Development (CD), Public Works (PW), & Planning Commissioner Rep.:
• Add "OPUD 23 -07" to the title page of PUD document
• Add a legal description illustrating the property within the proposed PUD in the PUD document
• Add language to PUD document referencing proposed fagade materials for each building, ensuring
compliance with Section 11.6 of Owasso Zoning Code
• Add note to PUD document stipulating the requirement for a 6' screening fence along the north, east,
and west boundaries of the property, to include the boundaries around the existing daycare building
❖ Specify that existing fencing may be utilized adjacent to single - family homes, with the responsibility
for maintenance resting on the property owner of the PUD parcel indefinitely
• Add note in PUD document stating all perimeter landscaping must be finished by completion of Phase 1
• Revise Exhibits B & C to clearly outline the area covered in this PUD proposal; the current depiction
makes it challenging to discern that the existing daycare falls outside the PUD boundaries
• Page 1 - revise total acreage figure to only represent the area within the PUD boundaries, excluding the
portion containing the existing daycare
• Page 1 - clarify the meaning of "LF" before utilizing the abbreviation throughout the PUD document
• Page 1 - note that a segment of the RS -3 zoning to the west of the PUD boundary is unincorporated and
governed by Tulsa County zoning code
• Page 1 - note that the PUD is bordered on the south side by CS -zoned property under OPUD 23 -04,
currently undergoing development for a mix of Commercial Shopping and Industrial flex space;
currently only discusses the southern roadway
• Page 2 - adjust "Total Project Area" figure to only represent the area within the PUD boundaries,
excluding the portion containing the existing daycare
• Page 2 - include a comprehensive acreage figure indicating both the total area designated for
improvement and the total open space area
• Exhibit A - add inset vicinity map outlining the location of the development in relation to major streets
within 1,000 feet, schools, and other landmarks
• Exhibit C - update title to read "Existing Zoning"
❖ Add an additional exhibit /map to show the proposed zoning under the PUD document
❖ Alternatively, add a note to the PUD document that the base zoning will remain unchanged
• Add map showing soil types to the PUD document
• Page 3 - change max height to 36' for all internal buildings; buildings along the north and western
boundaries must remain a max of 20'
• Page 3 - Freestanding Signage - remove everything after "As permitted within the CG Zoning District..."
• Page 4 - bottom of page, update `Zoning Code' to `Owasso Zoning Code'
• Page 5 - VI Sign Standards - revise "OPUD- XX -XX" to "OPUD 23 -07"
• Page 5 - VI Sign Standards - "Must adhere to Owasso Zoning Code Chapter 18 ", and remove all
additional content
• Page 5 - VII Schedule of Development - include the civil review process in the list of approvals required
before development
• Emphasize the PUD's alignment with the GrOwasso 2035 Land Use Master Plan within the PUD document
• Conceptual Site Plan - add names of abutting subdivisions and denote the Corporate Limits for Owasso
❖ Note - that not all property west of the site is within city limits
TAC Meeting Notes - January 17, 2024 Page 1 1
• Conceptual Site Plan - add notation of surrounding land uses and specify the location of all land uses in
the PUD (i.e., call out location of commercial component in Building A)
• Conceptual Site Plan - clarify if the parking lot on the south end of the lot will be retained or removed
• Conceptual Site Plan - add notation specifying the width and landscaping of buffer yards
• Confirm if the applicant intends to use this PUD as the preliminary plat; staff strongly recommends
completing the PUD first, before seeking a combined preliminary/final plat
• Specify location of building F, as it is currently only shown in the elevation pages
• Include language referencing Chapter 20 of the Owasso Zoning Code for all lighting
• Include language refencing Chapter 19 for screening in mechanical and dumpster areas
• Add note that no trash enclosures are allowed along any property boundaries adjacent to the single -
family neighborhood
• Include language regarding proposed mutual access easement to the daycare lot
• Note that the required commercial component must be completed before constructing any
warehousing /self- storage use
• Staff strongly recommends the applicant meets with the adjacent neighborhood prior to the scheduled
Planning Commission meeting
• Direct all drainage to the southwest corner of the property; runoff onto any adjacent lots is prohibited
• Existing drainage easement along southwestern property line may be vacated
• Addresses are assigned and provided by city staff during the platting process
There were no comments from VVEC, RWD #3, City Attorney Rep., or Police.
2. Final Plat- Villas at Stonebridge II (reapproval) -
There are no comments from Community Development (CD), Public Works (PW), Planning Commissioner
Rep., VVEC, RWD #3, City Attorney Rep., or Police.
TAC Meeting Notes - January 17, 2024 Page 1 2