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HomeMy WebLinkAbout2015.07.14_Worksession AgendaPUBLIC NOTICE OF THE JOINT MEETING OF THE OWASSO CITY COUNCIL, OPWA & OPGA Council Chambers, Old Central Building 109 N Birch, Owasso, OK 74055 Regular Meeting Tuesday, July 14, 2015 6:00 pm ifL, CI61/*S 1. Call to Order Mayor Moberly 2. Discussion relating to Community Development items Bronce Stephenson A. Final Plat - Coffee Creek Play Park B. Final Plat - Cottages at Tall Grass Point C. Planned Unit Development Amendment -- Morrow Place D. Tax - Credit Senior Housing - Request for Resolution of Support 3. Discussion relating to Public Works items Roger Stevens A. Sports Park Regional Detention - Engineering Agreement & Budget Amendment B. Central Park Stormwater Improvements - Engineering Agreement & Budget Amendment C. FY 2016 Street Rehabilitation Priority List D. Transportation Master Plan 4. Discussion relating to Finance Department item Linda Jones A. Water and Sewer Rate Changes 5. Discussion relating to City Manager items • Arbitration Interest Award - Michael Denton • Part 2, Section 2 -411, Rules of Debate - Ordinance Amendment • City Manager Report 6. City Council /Trustee comments and inquiries 7. Adjournment Notice of Public Meeting filed in the office of the City Clerk and Agenda posted at City Hall bulletin board at 6:00 pm on Friday, July 10, 2015, Sherry Bisho , City Clerk V The City Wit out Limits. TO: The Honorable Mayor and City Council City of Owasso FROM: Bronce L. Stephenson Director of Community Development SUBJECT: Final Plat— Coffee Creek Play Park DATE: July 10, 2015 BACKGROUND: The City of Owasso received an application for review and approval of a final plat for Coffee Creek Play Park. The subject property is located on the east side of the US -169 frontage road just north of the Lanes at Coffee Creek Bowling Alley. SURROUNDING ZONING AND LAND USE: Direction Zoning Use Land Use Plan Jurisdiction Commercial CS 1 lot in 1 block Number of Reserve Areas City of North (Commercial Undeveloped Commercial Owasso Washington RWD #3 Shopping) Storm siren fee of $35 /acre; Elm Creek Sanitary Sewer Pa back $1580.00 /acre Streets (public or private) N/A CS City of South (Commercial Bowling Alley Commercial Shopping) Owasso East OM (Office Professional Commercial City of Medium Offices Owasso West N/A Highway N/A City of Owasso SUBJECT PROPERTY /PROJECT DATA: Property Size 1.97 acres Current Zoning CS - Commercial Sho in Proposed Use Commercial Lots /Blocks 1 lot in 1 block Number of Reserve Areas N/A Within PUD? PUD 18 Within Overlay District? Yes, US -169 Water Provider Washington RWD #3 Applicable Paybacks Storm siren fee of $35 /acre; Elm Creek Sanitary Sewer Pa back $1580.00 /acre Streets (public or private) N/A ANALYSIS: The final plat for Coffee Creek Play Park proposes one (1) lot on one (1) block. The property is situated just north of the Lanes at Coffee Creek Bowling Alley on the east side of the US -169 Service Road. The property is part of the Coffee Creek PUD (PUD 18) and this site was identified for commercial type uses. The final plat proposes one 24 -foot wide off site mutual access easement (MAE) to the south connecting the bowling alley parking lot and another internal MAE that will also have a stub connection to the north lot. This will not only provide good internal connectivity, but reduce the need for another curb cut. Additionally, fire access will be enhanced when the subject property develops as well as benefiting the properties to the south and north. A 17'/2 foot perimeter utility easement has been provided and there is an existing recoded 20 -foot utility easement along the front of the property. These will allow utility companies adequate access to provide service and maintain service to the proposed development. The City of Owasso will provide sanitary sewer and water service will be provided by Washington County Rural #3. Any development that occurs on the subject property must adhere to all subdivision, zoning, and engineering requirements including but not limited to paved streets, landscaping, and sidewalks. The property also lies within the US -169 overlay district and any site plan submitted on the subject parcel shall adhere to the requirements of this overlay district as well as those outlined in PUD 18. The proposed commercial use for the property conforms to the land use prescribed under the 2030 Owasso Land Use Master Plan and with the existing zoning on the property. The property is subject to all applicable paybacks as described in the above table. PLANNING COMMISSION: The Owasso Planning Commission will review this item at their regular meeting on July 13, 2015. ATTACHMENTS: Final Plat, Coffee Creek Play Park Area Map Aerial Map No S�P 0' 4P N6 6, 01 OF m 9 / ° fi / WE / 7 / b9 / / IFIECCE—E AN M INSTRUENT ®P / TOG" a �s zaw� / 7 7 / 7 i / GRAPHIC SCALE 3 LEGEND FEE ENT EVIL GIFRNC 111HEIG LINE DOE 1%N11.1 ERIC I N O = AooRESS INNIN REN LC G 1 SUBDIVISION PLAT COFFEE CREEK PLAY PARK A tract of land in the North Half (N/2) of Section Sixteen (16), Township Twenty -one (2 1) North, Range Fourteen (14) East. of the Indian Base and Meridian (I.B. &M.) City of Owasso, Tulsa County, State of Oklahoma. The addition contains one (1) Lot in one (1) Block. OPUD 18 & 18a - (CS underlying zoning) 1 Lti 85.852.81 SF(1.971 AC) (10305 N.OWASEO EXPRESSWAY) VpUD � Y1 CGS UNVE`24 roams ,sz BM VNPIA�F9 cs zoN� 5.Oe / /R 2 / o / / roPo ry� VA,, qe / /F // / F TO / A y / / o i / / / / / / / Al All /Q / i / / / l L0, s ELK A R 14 E EAST 106TH STREET NORTH T N 'o i6N rn o EASTs -1 STREETNORTH Location Map SURVEYOR ENGINEER BENCHMARK SURVEYING KHOURY ENGINEERING, INC. & IAND SERVICES, INC. Po. ox 5223, PO Bax ,078 ma 74132 0 5 (91A 7112 -8768 Cer was"E'.2 35 CA No. 3751 Renewal. June 30, 2017 OWNER OWASSO LAND TRUST, LLC 12150 East 96th Street uYth PC 0 was(918) k3 — E —mail. b a flea .AAa o a dt us co BENCHMARK $ IHIVELEF I IN CONCRETE AT NORTH N481844E0590 E2610623.1159 ADDRESSES A THE FEE THE FLAT YEAS FILED ARDIE11EI ARE SUBJECT TO ON IN PLACE OF THE LE °AL "DESCRIPTION. RELIED MONUMENTATION PER ION A N AT ALL LIT NOTES GTHERwISE HEREON. RNSRS- oNt533 BASIS OF BEARING GAS 1 11 READING A THE 11LAH-A STATE FLOODPLAIN NOTE FLOOD LASAID 5 5 PANEL NO 401143 C D137T AS LAST REVISED CHAT RE 1.1, DETENTION NOTE DETENTION FOR THIS LOT IS PROVIDED OFF —SITE AS PART OF THE COFFEE STATE PLANE COORDINATES SEE 48218653 2610444.51 ZE 482196.12 2610450.41 Q 48,974.69 033S 41 COFFEE CREEK 5 PLAY PARK, Tulsa County FINAL PLAT - JULY 2, 2015 Sheet I of 2 T 21NF16E SEGTiON U6 /�A ie / mL/ / A/ / w PtA.R N 31.3649" E ,T26' No S�P 0' 4P N6 6, 01 OF m 9 / ° fi / WE / 7 / b9 / / IFIECCE—E AN M INSTRUENT ®P / TOG" a �s zaw� / 7 7 / 7 i / GRAPHIC SCALE 3 LEGEND FEE ENT EVIL GIFRNC 111HEIG LINE DOE 1%N11.1 ERIC I N O = AooRESS INNIN REN LC G 1 SUBDIVISION PLAT COFFEE CREEK PLAY PARK A tract of land in the North Half (N/2) of Section Sixteen (16), Township Twenty -one (2 1) North, Range Fourteen (14) East. of the Indian Base and Meridian (I.B. &M.) City of Owasso, Tulsa County, State of Oklahoma. The addition contains one (1) Lot in one (1) Block. OPUD 18 & 18a - (CS underlying zoning) 1 Lti 85.852.81 SF(1.971 AC) (10305 N.OWASEO EXPRESSWAY) VpUD � Y1 CGS UNVE`24 roams ,sz BM VNPIA�F9 cs zoN� 5.Oe / /R 2 / o / / roPo ry� VA,, qe / /F // / F TO / A y / / o i / / / / / / / Al All /Q / i / / / l L0, s ELK A R 14 E EAST 106TH STREET NORTH T N 'o i6N rn o EASTs -1 STREETNORTH Location Map SURVEYOR ENGINEER BENCHMARK SURVEYING KHOURY ENGINEERING, INC. & IAND SERVICES, INC. Po. ox 5223, PO Bax ,078 ma 74132 0 5 (91A 7112 -8768 Cer was"E'.2 35 CA No. 3751 Renewal. June 30, 2017 OWNER OWASSO LAND TRUST, LLC 12150 East 96th Street uYth PC 0 was(918) k3 — E —mail. b a flea .AAa o a dt us co BENCHMARK $ IHIVELEF I IN CONCRETE AT NORTH N481844E0590 E2610623.1159 ADDRESSES A THE FEE THE FLAT YEAS FILED ARDIE11EI ARE SUBJECT TO ON IN PLACE OF THE LE °AL "DESCRIPTION. RELIED MONUMENTATION PER ION A N AT ALL LIT NOTES GTHERwISE HEREON. RNSRS- oNt533 BASIS OF BEARING GAS 1 11 READING A THE 11LAH-A STATE FLOODPLAIN NOTE FLOOD LASAID 5 5 PANEL NO 401143 C D137T AS LAST REVISED CHAT RE 1.1, DETENTION NOTE DETENTION FOR THIS LOT IS PROVIDED OFF —SITE AS PART OF THE COFFEE STATE PLANE COORDINATES SEE 48218653 2610444.51 ZE 482196.12 2610450.41 Q 48,974.69 033S 41 COFFEE CREEK 5 PLAY PARK, Tulsa County FINAL PLAT - JULY 2, 2015 Sheet I of 2 a FI f I f I� t I r I r I J I J I J f 1 f r� 7 J J f r Coffee Creek Play Park C 1 f } o } f s� f MA }Ft I �R ti k r • 13883 f 13$47 r f % 13811 f } r r ti13815 r + 1 1381 Subject Property' 1 1382 r r' 13804 1 138 48~ 1381213816/ { � -w 14339 ry 10335 } f 1 r 14323 r r 14319 1 14315 1 ! I ! � f I f + 1 � r r r } J r J ! } f f f I 69 f } f r .f f} C 1 f } o } f s� f MA }Ft I �R ti k { 14311 10318 1 } ! 14347 14303 10302 14314 f ` 14314 /13943 f / 13947 r 10306 f [r 3911 13987 A f ✓.ST , 4 13984 } HP ata388G13992 t SAS'.. r'V V = 188 ft Final Plat 06/0812015 This map represents a visual display of related geographic information. Data provided hereon is not a guarantee of actual field conditions. To be sure of complete accuracy, please contact Owasso staff for the most up-to --date information. r • 13883 f 13$47 r f % 13811 r r ti13815 r + 1 1381 Subject Property' 1 1382 r' 13804 1 138 48~ 1381213816/ { -w 14339 ry 10335 14331 f 1 r 14323 r r 14319 1 14315 1 ! 10318 1 } ! 14347 14303 10302 14314 f ` 14314 /13943 f / 13947 r 10306 f [r 3911 13987 A f ✓.ST , 4 13984 } HP ata388G13992 t SAS'.. r'V V = 188 ft Final Plat 06/0812015 This map represents a visual display of related geographic information. Data provided hereon is not a guarantee of actual field conditions. To be sure of complete accuracy, please contact Owasso staff for the most up-to --date information. Coffee Creels Play Park 1" 188 ft Final Plat 0610812015 t This map represents a visual display of related geographic information Data provided hereon is not a guarantee of actual field conditions. To be sure of complete accuracy. please contact Owasso staff for the most up -to -date information. V The City Wit out Limits. TO: The Honorable Mayor and City Council City of Owasso FROM: Bronce L. Stephenson Director of Community Development SUBJECT: Final Plat— Cottages at Tallgrass Point DATE: July 10, 2015 BACKGROUND: The Community Development Department received an application for review and approval of a final plat for the Cottages at Tallgrass Point, which is located near the northwest corner of E. 86th St. N. and N. Mingo Rd. The property is 13.37 acres in size and the proposed use is for apartment homes. The property is bounded to the west by the railroad and to the east by Mingo Road. There has been right -of -way dedicated along the southern portion of the property along Mingo Road as part of the Mingo and 86th St. N. intersection improvements that occurred several years ago. The final plat will dedicate right -of -way along the remaining portion of Mingo Road. Ordinance 1050 annexed the property into the City Limits of Owasso and Ordinance 1052 rezoned the property to RM with a PUD overlay (OPUD 15 -01). SUMMARY TABLE: Direction Zoning Use Land Use Plan Jurisdiction None specified Lots /Blocks N/A Land Use Plan Transitional and Commercial North q r'culture Residential Transitional Tulsa County South AG Undeveloped Commercial City of Streets (public or private) (Agriculture) Owasso East RM (Residential Apartments Transitional City of Multi-Family) Owasso West A r'culture Railroad Residential Tulsa County SUBJECT PROPERTY /PROJECT DATA: Property Size 13.37 acres Current Zoning RM OPUD 15 -01 Proposed Use None specified Lots /Blocks N/A Land Use Plan Transitional and Commercial Number of Reserve Areas N/A Within PUD? N/A Within Overlay District? N/A Water Provider City of Owasso Applicable Paybacks Storm siren fee of $35 /acre; Ranch Creek Sewer Payback of $610.33 /Acre Streets (public or private) N/A ANALYSIS: The final plat for Cottages at Tallgrass Point provides one lot for the development of a 266 -unit apartment home complex in 18 buildings on 13.37 acres. An offsite sanitary sewer easement is necessary on the property to service the development and the developer is in the process of securing the required documents for recording this easement. The plat has established limits of access and no access along Mingo Road, with the southern access point aligning with the driveway across the street that serves the Villas at Coffee Creek Apartment. A northern access point has been shown which will be for emergency use only. Along the northern portions of the property is a large 100 -foot PSO Utility easement, which will restrict vertical construction of housing units. Perimeter and interior utility easements have been provided allowing utility companies adequate access to provide service and maintain service to the proposed development. The City of Owasso will provide sanitary sewer and water service. Any development that occurs on the subject property must adhere to all subdivision, zoning, and engineering requirements including but not limited to paved streets, landscaping, and sidewalks. Any site plan submitted on the subject parcel shall adhere to the requirements outlined in OPUD 15 -01. The proposed commercial use for the property conforms to the land use prescribed under the 2030 Owasso Land Use Master Plan. The property is subject to all applicable paybacks as defined in the above table. PLANNING COMMISSION: The Owasso Planning Commission will review this item at their regular meeting on July 13, 2015. ATTACHMENTS: Final Plat, Cottages at Tallgrass Point Area Map Aerial Map 1 .�I i►%- mulwiV i THE COTTAGES AT TALLGRASS POJNT AN AUDITION TO THE CITY OF OWASSO, OKLAHOMA A PART OF THE SW /4 OF SECTION 24, TOWNSHIP 21 NORTH, RANGE 13 EAST, TULSA COUNTY, OKLAHOMA wsr ter Aavn OWNER OPUD #15 -01 THE COTTAGES AT TALLGRASS POINT, LP 4200 E SKELLY DRIVE, STE 800 H T TULSA, OKLAHOMA 74135 2A 21 PHONE: (918) 492 -1983 N ENGINEER /SURVEYOR w E k S TUTTLE & ASSOCIATES, INC. LocAnON yar_ 9718 E. 55TH PL. TULSA, seD,sr>sD sau.AE rEEr OKLAHOMA 74146 PHONE: (918) A KnEY Ial /L4T 663 -5567 CERTIFICATE OF AUTHORITY CA 465 EXPIRATION 6- 30--15 5 N88e37'19'E LEGEND N NWM s swnl E [AST w wESr uA D[mOwc 1112 �.A. O Of NO AOCESS S'1XEE b EE1 ADDRESS .area � lri MI a wO IOC.I[O x rrE fa}e['gr W�� fspl o' r2 SOAOffiS! �L�.�ynx. 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CERTIFICATE OF DEDICATION FOR THE COTTAGES AT TALLGRASS POINT T, THE COTTAGES AT TALLGRASS POINT, LP, BEING THE OWNER IN FEE SIMPLE OF REAL ESTATE AND PREMISES SITUATED IN THE CITY OF OW EEM TULSA COUNTY, STATE OF OKLAHOMA, AND DESCRIBED AS FOLLOWS: CT OF LANE LOCATED IN THE SOUTHEAST QUARTER (SE / §) OF THE SOUTHEAST QUARTER (SE /4) OF SECTION 24, T -21 -N, R -13 -E OF TIE INDIAN BASE AND MERIDIAN (I.B. &M.), ACCORDING TO ME U.S. GOVERNMENT SURVEY THEREOF, TULSA COUNTY, GKLANOMA BERG MORE 'AD OCULAR '.Y DESCRIBED AS FOLLOWS: ENCING AT R BE CORNER OF THE EE /4 OF THE DELI F SECTOR 24, 7-21 -N, R -13 -E, THENCE S 68' §1'35" W ALONG THE SOUTH UNE OF SAID SE /4 SE /4 A DISTANCE OF 303.67 FEET TO THE EASTERLY RAILROAD RIGHT -F -WAY OF THE SOUTHERN KANSAS AND OKLAHOMA RAILROAD, THENCE N 22'2219" w ALONG SAID RALROAD RIGHT -OF -WAY A DISTANCE OF 64.29 FEET TO THE PRESENT RIGHT -OF -WAY OF EAST 66TH STREET N9R1H; THENCE N 22'2219' W ALONG SAID RAILROAD RICH ? -GF -WAY A DISTANCE OF 3§6.36 FEET TO THE POINT F BEGINNING; THENCE N 22'22'19° W ALONG SAID RAILROAp RIGHT -OF -WAY A DISTANCE OF IC00.eB FEET TO 1HE NORTH LINE Of SAID SE /4 SE /4; THENCE N BB5/'i9' E A DISTANCE OF 811.17 FEET TO THE HE CORNER OF SAID SE /4 SE /4; THENCE $ D11759' E ALONG THE EAST LINE OF SAID 5E /4 SE /4 A DISTANCE OF 763.21 FEET; THENCE '4 ENCE S 81'35" W A DISTANCE OF 50.00 FEET TO A POINT ON THE PRESENT RIGHT -OF -WAY F NORTH MINCE ROAD; OF`ME S 0117'59' E ALONG SAID PRESENT ICHHT -OF -WAY OF NORTH M OAD A DISTANCE OF 151,79 FEET; T4` CE S 66'41'35° W A DISTANCE OF 401.32 FEET TO THE POINT OF BEGINONING, AND CONTAINING 13.37 ACRES, MORE OR LESS. HAVE CAUSED THE DESCRIBED REALITY TO BE SURVEYED, STAKED, AND PLATTED, AND HAS DESIGNATED THE SAME AS "THE CDTTAGES AT TALLGRASS POINT', AND ADDITION TO THE CITY OF OWASSO. TULSA COUNTY, STATE OF OKLAHOMA. THE COTTAGES AT TALLGRASS POINT, LP, DOES HEREBY DEDICATE FOR PUBLIC USE ALL THE STREETS AS SHOWN ON THE ATTACHED PLAT AND DOES HEREBY GUARANTEE CLEAR TITLE TO ALL THE LAND THAT IS SO DEDICATE AND NO VEHICULAR INGRESS SHALL BE PERMITTED OVER, THROUGH, OR ACROSS NORTH MNCO READ NORTH OR ANY PROPERTY OR AREA DESIGNATED ON THE ATTACHED PLAT AS IN A. (UMILE OF NO ACCESS), WHICH MAY BE MODIFIED, AMENDED, OR REVISED WTH THE APPROVAL OF THE TULSA COUNTY ENGINEER, UP ITS SUCCESSORS. AND THE CITY F OWASSO PLANNING COMMISSION. THE COTTAGES AT TALLGRASS POINT, LP DOES FURTHER DEDICATE FOR PUBLIC USE FOREVER, THE EASEMENTS AND RIGHT -OF -WAY AS SHOWN FOR THE SEVERAL PURPOSES OF CONSTRUCTING, MAINTAINING, DPEFEVCNG, RE'1AIRING, REMONNG AND REPLACING AN ALL PUBLIC UTILITIES INCLUDING STORM AND SANITARY SEWERS, COMMUNICATION LINES, ELECTRIC .POWER LINES AND TRANSFORMERS. GAS LINES AND WATER LINES, TOGETHER WTI ALL FITTINGS AND EQUIPMENT FOR EACH F SUCH FACILITIES. INCLUDING THE Y PCLES, WIRES, CONDUITS, PIPES VALVES, METERS AND OTHER APPURTENANCES THERETO WITH THE RIGHT OF INGRESS AND EGRESS TO SAID EASEMENTS AND RIGHT -OF -WAY FOR THE USES AND PURPOSES AFORESAID, TOGETHER WITH SIMILAR RIUi TS IN EACH AND ALL F THE STREETS SHOWN ON SAID PLAT, FRONDED, FE —SASH. THAT THE OWNERS HEREBY RESERVE THE G-T TO CONSTRUCT, MAINTAIN, OPERATE, LAY AND RELAY WATER AND SEWER LINES TOGETHER W1H 1HE RIGHT F INGRESS AND EGRESS T0, DYER, ACROSS AND ALONG ALL STRIPS OF LANG INCLUDED WTHIN THE EASEMENTS SHOWN ON THE PLAT, BOTH FOR THE NRNISHING CF WATER AND /OR SEK£R SERVICES TO THE ARE INCLUDED IN SAID PLAT AND TO ANY OTHER AREAS, AND WHEREAS, THE COTTAGES AT TALLGRASS PRINT IS A PORTER F PLANNED UNIT DEVELOPMENT NUMBER GG.U.O. 15 -01, WHICH WAS APPROVED BY THE OWASSO PLANNING COMMISSION ON APRIL 13, 2015 AND CITY COUNCIL APRIL 21, 2015. NOW, THEREFORE, THE COTTAGES AT TALLGRASS POINT. LP BEING THE OWNER OF ALL THE PRUPERTY HEREIN ARMS DESCRIBED. FOR THE PURPOSES OF PROVIDING FOR THE ORDERLY OEVELOPMENT OF THE COTTAGES AT TALLGRASS POINT AND FOR THE PURPOSE OF INSURING ADEQUATE COVENANTS AND RESTRICTIONS FOR THE MUTUAL BENEFIT OF THE COTTAGES AT TALLGRASS POINT, TO ITS SUCCESSORS AND ASSIGNS, AND THE CITY OF OWA500, OKLAHOMA DOES HEREBY IMPOSE UPON THE PROPERTY WITHIN "THE TALLGRASS ?DINT' AS HEREIN ABOVE DESCRIBED LEE FOLLOWING COVENANTS AND RESTRICT0N0 WHICH SHALL RUN 54171 THE LAND AND WHICH SHALL BE ENFORCEABLE BY THE OWNER ON OWNERS OF ANY PROPERTY WITHIN 'THE COTTAGES AT TALLCRASSAPGINT' OR PART THEREOF AND THE CITY OF OWASSO, TO WC . WITH IN THE THE COTTAGES AT T —GRASS POINT THE FOLLOWING DEVELOPMENT STANDARDS AND RESTRICTIONS $HALL APPLY: (A) ALL CONDITIONS OF PUN QF,U.A 15 -01, APPLY TO THIS PROJECT, INCLUDING THE PERMITTED DENSITY, REQUIRED LIVABILITY SPACE, AND SETBACKS. HO ALL LOTS SHALL BE RESERVED FOR MULTIFAMILY RESIDENTIAL PURPOSES (C) NO BUSINESS, TRADE, R ACTIVITY SHALL BE CARRIED UN UPON A LOT IN THIS A-FOR. NO NOXIOUS OR OFFENSIVE ACTIVITY SHALL BE CARRIED ON UPON ANY LOT, NR SHALL ANYTHING BE DONE THEREON WHICH MAY BECOME AND ANNOYANCE UP A NUISANCE TO THE NEIGHBORHOOD, 2, IN CONECION WID THE INSTALLATION OF UNDERGROUND EI£CTRIC, NATURAL GAS, AND COMMUNICATION SERVICES THE COTTAGES AT TALLGRASS POINTS SUBJECT TO THE FOLLOWING PROV50NG TO -WIT: (A) OVERHEAD POLE LINES FOR THE SUPPLY OF ELECTRIC SEANCE MAY BE LOCATED ALONG THE NEST PERIMETER, STREET LIGHT —SIDE— STANDARDS .MAY BE SERVED BY UNDERGROUND CABLE AND ELSEWHERE THROUGHOUT SAID ADDITION ALL SUPPLY LINES MAY BE LOCATED UNDERGROUND, IN THE EASEMENTS RESERVED FOR GENERAL UTILITY SERVICES AND STREETS, SHOWN ON THE ATTACHED PLAT. SERVICE PEDESTALS AND TRANSFORMERS, AS SOURCES OF SUPPLY AT SECONDARY VOLTAGES. MAY ALSO BE LOCATED IN SAID EASMENT -WAYS AN LOTE e, TO AELLT LOTS IN SA pSADDI ION MAY BEBRUUNF ROM THE NEAREST PED STALL TRANS ORMER OR PENT ELECTRIC TOR SERVICE LINES. USAGE DETERMINED BY RSHEELOCATON AND CONS RUCTONT OF SUCH BUILDINGS AS MY BE LOCATED UPON EACH SAID !AT; PROVIDED T AT UPON THE INSTALLATION OF SUCH A SEANCE CABLE, METER OF REGULATOR TO A PARTICULAR BUILDING, THE SUPPLIER OF ELECTRIC, NATURAL GAS AND COMMUNICAION SEANCES SHALL THEREAFTER BE DEEMED TO HAVE A DEUNITIVE, PERMANENT, EFFECTIVE AND EXCLUSIVE RIGHT -GF -WAY EASEMENT UN SAID LOT, COVERNO A FIVE (5) FOOT STRIP EXTENDING 2.5 FEET ON EACH SIDE F SUCH SERVICES, EXTENDING FROM THE SERVICE PEDESTAL Oft TRANSFORMER OR POMT OF CONNECTING TD THE SERVICE ENTRANCE CJ SAID BUILDING. (C) THE SUPPIJER F ELECTRIC, NATURAL CAS AND COMMUNICATION SERVICES THROCEH ITS PROPER AGENTS AND EMPLOYEES S.HAL••.. AT ALL TIMES HAVE THE RIGHT OF ACCESS TO ALL SUCH EASEMENT WATZ SHOWN ON SAID PLAT, OR PROVIDED FOR IN THE DEED OF DEDICATION FOR THE PURPOSE OF INSTALLING, MAINTAINING, REMYONG Oft REPLACING ANY PORTION OF SAID LF—U, NATURAL GAS, AND COMMUNICATON SERVICES SO INSTALLED BY IT. (0) TIE OWNER OF EACH LOT SHALL PROVIDE GATEWAY ACCESS TO ELECTRIC, NATURAL GAS AND COMMUNICATIONS SERVICES AND SHALL BE RESPONSIBLE FOR THE PROTECTION OF THE UNDERGROUND COMMUNICATION AND ELECTRIC FACILITIES LOCATED ON HIS PROPERTY AND SHALL PREVENT THE ALTERATION OF GRADE R ANY CONSTRUCTOR ACTIVITY WHICH MAY INTERFERE VAT, SAID UNDER- GROUND ELECTRIC, NATURAL GAS, AND COMMUNICATION SERVICES. BUT THE OWNER WLL PAY OR DAMAGE OR RELOCATION F SUCH FACILITIES CAUSED OR NECESSITATED BY ACTS OF THE OWNER CR HIS AGENTS R CONTRACTORS (E) TE FOREGOING COVENANTS CONCERNING UNDERGROUND ELECTRIC. NATURAL GAS AND COMMUNICATION SERVICES SHALL BE ENFORCEABLE BY THE SUPPLIER OF ELECTRIC, NATURAL GAS AND COMMUNICATOR SERVICES AND THE OWNER F EACH LOT AGREES TO BE BOUND HEREBY. 3. IN CONNECTGN WITH THE PROVISION OF WATER AND SANITARY SEWER SERVICE, THE COTTAGES AT TALLGRASS POINT IS SUBW£CT TO THE FOLLOWNG PROVISIONS, TO-WT. BE (A) E CESS OFER REEL(3) FEETPFROM FOR THE GNALRCDNTORS OR ANYPCONATR MAINS AND OF THE YUBLC ACT VD WHICH MAY NTERFERET WHIN - PUBLIC WATERNMANSA AND /R PUBLIC SANITARY SEWERGRAILITES. SAID AL ERADDN O� GRADE RESTRICTIONS SHALL BE LIMITED i0 EASEMENT AREAS (B) LE TY F EWASSO OR ITS SUCCESSORS WLL BE RESPONSIBLE FOR ORDINARY MAINTENANCE OF PUBLIC WATER MAINS AND PUBLIC SANITARY SEWER FAGLITES BUT THE OWNER WILL PAT FOR DAMAGE Oft RELOCATION OR SUCH FACILITIES CAUSED OR NECESSITATED BY ACTS CF THE OWNER OR HIS AGENTS DR CONTRACTORS. THE (C) SHOWN ONOSAIS PLAT, UR PROVI SHOCESSSRE TOP 11 THENIGNIT ITS PROPER £ED F AGENTS FOR EMPLOYEES FH NSTALLING MAIN AINING, REMOAN R R PLACING ANY ECHIFFENT TO AIIDA NDERGROUND WATER AND SEWER FACILITIES. (D) TF_ OWNER SHALL BE RESPONSIBLE FOR REPAIR AND REPLACEMENT OF ANY LANDSCAPE AND PAVING IN THE EVENT '.T IS NECESSARY TO REPAIR THE WATER MAN. (E) R FOREGOING COVENANTS CONCERNING WATER AND SITAND FACILITIES SHALL BE ENFORCEABLE BY THE Ct7' OF EWASSO OR ITS SUCCESSORS. AND THE OWNER AGREES TO BE BOUND HEREBY. (F) THE OWNER OF EACH LOT SHALL BE RESPONSIBLE FOR THE REPAIR AND REPLACEMENT F ANY LANDSCAPING AND PAVING LOCATED WTHIN THE UTUTY EASEMENTS AND ON NIS LOT IN THE EVENT IS NECESSARY TO REPAIR ANY UNDERGROUND WATER OR SEWER MAINS, ELECTRIC, NATURAL GAS, CABLE TELEVISION OR TFT.FPHONE SEANCE. A. IN CONNECTION KITH THE PROVISION OF OVERLAND DRAINAGE EASEMENTS AND STORM WATER DETENTION, TIE COTTAGES AT TAULGRASS POINT IS SUBJECT TO THE FOLLOWNG PROVISIONS, TO -WT. (A) FOR COMMON USE AND BENEFIT OF THE OWNER OF THE SUBDIVISION AND FOR THE BENEFIT OF THE CITY OF OWASSO, OKLAHMA, THE GWNER /DEVELOPER HEREBY DEDICATES TO THE PUBLIC. AND HEREIN ESTABLISHES AND RANTS PERPETUAL EASEMENTS M. OVER AND ACROSS THOSE AREAS DESIGNATED ON R PLAT, FOR THE PURPOSES DF PERMITTING THE OVERLAND FLOW, CONVEYANGE. AND DISCHARGE OF STORM WATER RUNOFF FROM WTHIN THE SUBOINSION. (B) DRAINAGE FAGLIFES CONSTRUCTED IN GVERLAND DRAINAGE EASEMENTS SHALL BE IN ACCORDANCE WTi THE ADOPTED STANDARDS OF THE CITY OF SAID., OKLAHOMA. AND PLANS ANN SPECIFICATIONS APPROVED BY TIE CIT' ENGINEER OF THE CITY OF OWASSO, OKLAHOMA. (C) OVERLAND MANAGE EASEMENTS SHALL BE MAINTAINED BY THE OWNER_ MAINTENANCE SHALL BE PERFORMED TG THE EXTENT NECESSARY TO ACHIEVE THE INTENDED DRAINAGE INCLUDING REPAIR OF FROSICN AND CUSTOMARY GROUNDS MAINTENANCE WTHIN THE OVERLAND DRAINAGE EASEMENT. ENFORCEMENT, DURATION. AND SEVERABILITY THE RESTRICTIONS HEREIN SET FORTH ARE COVENANTS TO RUN WITH THE LAND AND SHALL BE BINDING UPON THE OWNER, T UR SUCCESSOR AND ASSIGNS AND ALL PARTES CLAIMING UNDER TIEN, IF THE UNDERSIGNED OWNER, R THEIR SUCCESS0RS R ASSIGNS, SHALL VIOLATE ANY BF THE COVENANTS HEREIN, IT SHALL BE LAWFUL FR ANY PERSONS OWNING ANY LOT SITUATED WITHIN THE SUBELASION CR HTE CITY OF OWASSO, TO MAINTAIN ANY ACTION AT LAW OR IN EQUITY AGAINST THE PERSON R PERSONS VOLANOR OR ATTEMPTING TO VIOLATE ANY SUCH COVENANT, TO PREVENT HIM CR THEM FROM 50 DOING INN TG COMPEL COMPLIANCE WTH THE COVENANTS R TO RECOVER DAMAGES FR SUCH VDLATONS. B. DURATION. THESE COVENANTS SHALL REMAIN IN FULL FORCE AND EFFECT UNTIL 2025, AND CONTINUED THEREAFTER FOR SUCCESSIVE PERIODS F TEN UD) YEARS EACH, UN'._ESS TERMINATED OR AMENDED AS HEREIN PRONOEO. SECTIONS T AND 2 MAY BE ANENFO FROM TIME TD THE BY CONSENT OF THE APPLICABLE UTILITY COMPANY AND /OR THE CITY OF OWACG AND THE OWNER MI THE CONSEN' R THE CWASSO PLANNING COMMISSION AND THE CITY OF OWACO R THEIR SUCCESSORS R AS OTHERWISE PROVIDED BY LAW C, SEVERABILITY: THE EVENT, THE COTTAGES AT TALLGRASS POINT. LP, CAR ANY OF ITS SUCCESSORS GRANTEES LESSEES OR ASSIGNS, OR ANT PERSON CLAIMING UNDER THEM, SHALL VIOLATE OR BREACH ANY OF THE COVENANTS AND RESTRICTIONS SET FORTH HEREIN OR IMPROVED HEREBY, ANY PERSON OR PERSONS OWNING A LOT OR PA—I WITHIN THE VILLAS GF BAILEY RANCH, THE CITY OF QWASSO, OKLAHOMA SHALL NAVE HE RIGHT TO MAINTAIN AN ACTION AT LAW OR N EQUITY AGAINST THE PERSON OR PERSONS ATTEMPING TO VIOLATE ANY OF SUCH COVENANTS R RESTRICTION TO PREVENT VIOLATEN OR TC RECOVER DAMAGES FOR THE VIOLATER THEREOF. INVAL:OATION OF ANY OF THE COVENANTS OR RESTRICTIONS SEi FORM HEREIN BY JUDGMENT OR OTHER R P R SHAiA NOT AFFECT THE VALIDITY OF ANY COVENANT OR RESTRICTEN WHICH SHALL REMAIN IN FULL FORCE AND PFECi. IN WTNESS WHEREOF THE COTTAGES AT TALLGRASS POINT, TO -HAS CAUSED US NAME TO BE AFFIXED, THIS DATE THE COTTAGES AT TALLGRASS POINT, IP BY_ -- ___ —_ -- ___________- __ MOLE CASE, MANAGING PARTNER COUNTY OF TULSA } C STATE OF OKLAHOIAA ) BEFORE ME THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID COUNTY AND STATE, ON THIS — DAY OF_____....._ 20_._.. PERSONALLY APPEARED MIKE CASE, TO ME KNOWN TO BE THE IDENTICAL PERSONS AND SUBSCRIBED THE NAMES OF THE MAKERS THEREOF TO THE FUREGCNG INSTRUMENT AND ACKNOWLEDGED TO _, TNAi ER ENALLY D THE SAME AS HIS FREE AND VOLUNTARY ATI AND DEED AND AS THE FREE AND WLUNTARY ACT ANC PEED OF SUCH COMPANY FOR THE USES AND PURPOSE$ THEREIN SET FORTH. GIVEN UNDER MY HAND AND SEAL THE DAY AND YEAR LAST ABOVE WRITTEN. CERTIFICATE OF DEDICATION I, JEFFREY A. TUTTLE, DDES HEREBY CERTIFY THAT I HAVE, CAREFULLY AND ACCURATELY SURVEYED. STAKED AND PLATTED THE ABOVE DESCRIBED TRACT, AND THE ACCOMPANYING PLAT IS A TRUE AND CORRECT REPRESENTATR OF SAID SURVEY. ______., TDELL. _..________— JEFFREY A NTTLE. REGISTERED PRFESSIONAL ENGINEER ANO LAND SURVETOft COUNTY CF ELI ) ) SS STATE OF OKLAHOMA ) BEFGEN CTHE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID COUNTY AND STATE, ON THIS - - - DAY OF_N _______ 2G__. PERSONALLY APPEARED JEFFREY A. TITTLE. TO ME KNOWN TO BE THE P RSONS WINO SUBSCRIBED THE NAMES R THE MAKERS THEREOF .0 THE FOREGOING MSTRUMENT A D ACKNOWLEDGED TO ME THAT HE EXECUiEll THE SAME AS HIS FREE AND VOLUNTARY ACT AND DEED ANQ AS TY{E FREE ArvD vpLUNTARY ACT AND DEEP OF ^.,C'CH COMPANY FOR THE USES AND PURPOSES THEREIN SET rRTi. GRN UNDER MY HAND AND SEAL TIE DAY AND YEAR LAST ABOVE WRITTEN. MY COMMISSION EXPIRES —_ NOTARY PUBLIC _________ -_ - _.__________ OPUD 15-01 & OZ 15-02 z OV h rM off C na lub by A E 8 6 ih S i IN E6;:.l R1 IN ti h CIA, Vd 11th �;f St N < F, F, kAl nt Owasso LLI 2' 1" = 752 ft 03/17/2015 S This map represents a visual display of related geographic Vormation. Data provided hereon is not a guarantee of actual field conditions. To be sure of complete accuracy. Please C',-.'!ass-• s a 'he m:-;s' it -',_ -ma-k-:n OPU❑ 15 -01 & OZ 15 -02 1" = 752 ft 03/1712015 i `r This map represents a visual displa_Y o- related geographic in-ormation Data provided hereon is not a guarantee o- actual -field conditions To be sure o- complete accurac_Y please contact C)viasso sta - - -or the most up -to -date iWormation V The City Wit out Limits. TO: The Honorable Mayor and City Council City of Owasso FROM: Bronce L. Stephenson Director of Community Development SUBJECT: PUD Amendment (PUD- 05 -02A) Morrow Place DATE: July 10, 2015 BACKGROUND: The City of Owasso received a Planned Unit Development (PUD) application for review and approval of an amendment to a development called Morrow Place. The subject property is located between E 116th St N and E 126th St N, and between N 129th E Ave and US -169. The original PUD called for a mixture of uses: single - family residential, commercial, school and multi- family. Originally, this PUD was approved as PUD -05 -02 in 2005. Portions of the development have begun with commercial properties along E 116th St N (McDonalds, Discount Tire, Walgreen's and Taco Bell), but the larger part of the development has remained untouched. A large reason for the delay in developing the majority of the Morrow Place was the economic slowdown that caused a lull in development for many years. After 10 years, the applicant has requested to amend the PUD in order to keep up with market demands and to be as attractive as possible for investors and new commercial ventures. A lot has changed in Owasso over the past 10 years, so the PUD is being amended in order to respond to this change. SURROUNDING ZONING: Direction Zoning Use Land Use Plan Jurisdiction North N/A - Collinsville Residential N/A Tulsa County /Collinsville CS (Commercial Commercial, South Shopping) & RS -3 Residential & Residential & City of Owasso (Single - Family Commercial Transitional Residential) East AG (Agriculture) US -169 & Residential City of Owasso Residential Residential & Residential , City of Owasso & West AG (Agriculture) Commercial Transitional & Tulsa County Commercial SUBJECT PROPERTY /PROJECT DATA: Property Size 237.73 Current Zoning AG, CS, RS -3 Proposed Use Commercial, Residential, Multi- Family, School Lots /Blocks N/A Land Use Plan Transitional, Residential, Public and Commercial Number of Reserve Areas N/A Area A - 3.16 Units /Acre Residential Dwelling Units per Acre Area B - 4.09 Units /Acre Areas C,D,G - Max 25 Units /Acre Multi-Family Within PUD? PUD -05 -02 Within Overlay District? US -169 Water Provider Washington County Rural Water District #3 Storm siren fee of $35 /acre; Ranch Applicable Paybacks Creek Sewer Payback of $610.33 /acre Streets (public or private) N/A CONCEPT OF A PUD: The concept of a Planned Unit Development is to provide a creative alternative to conventional development where a particular tract is under common ownership or control and where a detailed development plan, outlining the development of the tract as a unit is proposed and submitted for public review. The use of a PUD technique is a way to amend a zoning ordinance in accordance with a complete and coordinated plan of development for a larger parcel, rather than piecemeal individual changes using the variance process. Additionally, a PUD typically produces a higher quality product with better amenities, architecture, landscaping and buffering. ANALYSIS: The original PUD -05 -02 called for a mixture of single - family home densities, commercial areas, recreation areas and new elementary school. The amended PUD calls for the same uses, but has moved some densities to other areas and has amended the commercial spaces to allow for multi - family development as well. The attached exhibits show the major changes to the overall PUD. Regarding the single - family areas, the densities were simply moved around, resulting in an area with 52 -foot wide minimum lots (similar to Lake Valley) and larger lots that are a minimum of 60 feet in width. An area of high- density residential development is now removed from the original plan and spread into the single - family areas, resulting in more smaller lots than were originally proposed. The neighborhoods are designed with amenities, will have trails and paths to access the commercial areas, the park areas and the elementary school, creating a truly walkable neighborhood. The development proposes a park and recreation area for the use of the residents in the area. Pools are also planned for the neighborhood areas which should provide the homeowners with ample recreational opportunities. City of Owasso recommendations for the PUD: On lots smaller than 75 feet in width, no A/C condensers shall be allowed to be built into the required 5 foot sideyard setback. Additionally, front yard setbacks shall be at least 25 feet. If the PUD is approved, the applicant will provide final development plans for administrative review and approval by City staff. PUD applications presented to the Planning Commission and City Council are for approval of the uses, the overall plan as it relates to the immediate area, and the concept for the development. Legal notices of the PUD request were published in the Owasso Reporter and notices were mailed to property owners within a 300' radius of the subject property. COMPREHENSIVE PLAN CONSISTENCY: The subject property where the PUD is proposed is denoted with transitional, residential, public and commercial in the GrOwasso 2030 Land Use Master Plan. Given this, staff believes that the proposed project is in conformance with 2030 GrOwasso Land Use Master Plan. HARMONY WITH THE EXISTING AND EXPECTED DEVELOPMENT: This proposal appears to be consistent with the current and expected development of the area. This PUD proposes uses that will be compatible and will create a needed mixed -use development. Great care was given to the layout of the different land uses, providing buffers between the uses and also providing adequate multi -modal access. The uses of the PUD will fit in with the surrounding uses, though the majority of the development is separated from surrounding uses by arterial roadways. PLANNING ISSUES: Future planning issues must still be considered if the PUD is approved. If approved, the applicant will be required to adhere to all City of Owasso subdivision regulations and engineering requirements. According to the Owasso Zoning Code, the Planning Commission and City Council shall hold a public hearing on any PUD application and determine the following: 1. Whether the PUD is consistent with the Comprehensive Plan. 2. Whether the PUD is in harmony with the existing and expected development of surrounding areas. 3. Whether the PUD is a unified treatment of the development possibilities of the project site. 4. Whether the PUD is consistent with the stated purpose and standards of the PUD ordinance. a. To permit innovative land development while maintaining appropriate limitation on the character and intensity of use assuring compatibility with adjoining and proximate properties; b. To permit flexibility within the development to best utilize the unique physical features of the particular site; c. To provide and preserve meaningful open space; and d. To achieve a continuity of function and design within the development. PLANNING COMMISSION: This item is being taken to the regular meeting of the Planning Commission on July 13, 2015. ATTACHMENTS: Area Map Aerial Map Zoning Map PUD- 05 -02A Site Plan Development Plan Original PUD -05 -02 Plan OPUD 15-02-A O PU D Amendment 06/0812015 R .« . a� z�x \ / This map represents visual ±spl y elated geographic ± orm *»n Data provided hereon is not a guarantee of actual field conditions. To be sure of com @re curacy please contact 0 awega- sr the momupJDdateWorm +or ' ©Qek2 z E132nd S IN «;@N ,131st e N » � . « < ) heN :169': § L - � ................... ................... .. .. ..I.m... ............. ....... ,e . mm". ............. \ E ®` 2 � G LUt } / \( t,amN a E12w St ^z r #, a m N / „z,#yN \ \ f ¥ ) © _ 2 2 \ «12 @,e4 E v r e h j } . Egehl!» . —: a� \- - ��z�£. - -- IL & � E114 SN Et! ■s k Ptah! SN F-1 E 42M E N E n,m S N \ z E 21@ e N k ~ r!,!m g E«;h! P1 El ! < E11 p St ! 2 ° - - § g,@ $ ] ] 9 � « Ew7h! St F_ z { E,VI) N . z IL } 1 m ~ 1 "= 3,009 9 PU D Amendment 06/0812015 R .« . a� z�x \ / This map represents visual ±spl y elated geographic ± orm *»n Data provided hereon is not a guarantee of actual field conditions. To be sure of com @re curacy please contact 0 awega- sr the momupJDdateWorm +or w ^f41 Is ub "ect Tract a` j K 1 1 Subject not precisely align with physical /� 0 200 400 800 1 Tract features on the ground. OPUD 05 -02 -A Aerial Photo Date: March 2014 Feet N 0421-14 f a. ro. s a ll?Wl Note: Graphic overlays may 1 1 Subject not precisely align with physical /� 0 200 400 800 1 Tract features on the ground. OPUD 05 -02 -A Aerial Photo Date: March 2014 Feet N 0421-14 PUD- 05 -02A 1" _ 1,505 ft Sub Title 0711012015 his map represents a visual display of related geographic information- Data provided hereon is not a guarantee of actual field conditions. To be sure of complete accuracy, please contact Owasso staff for the most up -to -date information_ �-1 0 at Sxh�u�treAared av pEanniIg Design Group A&a E1-4*W- N7' T�Ac76 ff —11 li ic. Qmay Af0109,404 7UL- �' o .00' -1 Table of Contents Development Concept Development Standards Access and Circulation Drainage and Utilities Environmental Analysis and Topography Existing Zoning and Land Use Schedule of Development Exhibits • Exhibit "A" Legal description of Planned Unit Development • Exhibit "B° • Exhibit "(C" PUD Concept Illustration and Development Areas P Ill Development fleas h i h v'! Development Concept Morrow Place is an exciting, mixed -use development on a unique, large parcel of presently undeveloped land within the City of Owasso. The project site is located on the historic Morrow Farm consisting of over 240 acres along the U.S. Highway 169 Corridor. Great care was taken in the `master planning' phase of this development to insure a compatible development with existing land uses and to maintain an historic connection with the past uses. Section 820 of the Owasso Zoning Code states the purposes of the Planned Unit Development (PUD) are to permit innovative land development while maintaining appropriate limitations on the character and intensity of use. Additionally, a purpose of the PUD is to permit flexibility within the development to best utilize the unique physical features of the particular site and provide and preserve meaningful open space. The proposed PUD meets and exceeds this requirement and the stated purposes of the Owasso Zoning Code. The PUD is divided into five various development areas, each with a unique set of development standards for regulated, quality development. The residential areas proposed for the development will vary in lot size and dwelling sizes in order to provide a greater variety of housing types and price points. Although specific commercial uses are not known at this time, the configuration of the commercial area maximizes the highway and arterial street frontages. Commercial uses are highly restricted and limited to only those uses appropriate with the surrounding uses. Throughout the PUD, a property owner's association will be formed for the residential areas. A similar association may be formed for the non - residential areas depending on the method and timing of those development areas. Each platted area will establish private covenants which set forth minimum dwelling sizes, percent of masonry, architecture review of elevations and other criteria which will establish and maintain a very high quality of development. The developers will work with land planners to develop aesthetic features such as nicely landscaped entries, neighborhood recreation areas and proper screening and landscaping buffers between commercial and residential uses. Within Development Area "C ", an historic museum is proposed along with residential single - family uses. In the event this museum is eventually developed, the museum will provide a connection with the events and families that once occupied the Morrow site, including connections with the past of the City of Owasso. Alternatively, this museum area may eventually be developed solely with single - family residences as set forth in the Development Area "C" criteria. 2 Development Standards Development area A (Residential single - family) Land Area: 32.22 acres Permitted Uses: Uses permitted as a matter of right in Use Unit 6 of the City of Owasso Zoning Code, along with customary and accessory uses, including but not limited to landscaped entrances, neighborhood swimming pool and recreation area, and other uses which may be incidental thereto. Maximum Number of Dwelling Units: Minimum Lot Width: Minimum Let Area: Maximum Building Height: Off - Street Parking: Minimum Yard Requirements:` Front property line abutting a street Side property line abutting a street Side property line not abutting a street From rear property line 102+/- 60 feet* 7,200 sf* 35 feet Two (2) enclosed off - street parking spaces per dwelling unit. 25 feet 5 feet 5 feet 20 feet Signs: A maximum of two entry identification signs shall be permitted at each entry with a maximum of 64 square feet of display signage surface area at each entrance of the development residential public streets. 3 Development area B (Residential single- family) Land Area: 69.29 acres Permitted Uses: Uses permitted as a matter of right in Use Unit 6 of the City of Owasso Zoning Code, along with customary and accessory uses, including but not limited to landscaped entrances, neighborhood swimming pool and recreation area, and other uses which may be incidental thereto. Maximum Number of Dwelling Units: Minimum Lot Width: Minimum Lot Area: Maximum Building Height: Off - Street Parking: Minimum Yard Requirements: Front property line abutting a street Side property line abutting a street Side property line not abutting a street From rear property line 284+/- 52 feet 6,200 sf 35 feet Two (2) enclosed off - street parking spaces per dwelling unit. 25 feet 5 feet 5 feet 20 feet Signs: A maximum of two entry identification signs shall be permitted at each entry with a maximum of 64 square feet of display signage surface area at each entrance of the development residential public streets. 4 Development Standards Development areas C, D and G (Comm ercial/Multi- Family) Land Area: 82.20 acres Permitted Uses: Those uses as permitted by right and by exception in the CS, CG and MF districts of the City of Owasso Zoning Code. No sexually oriented businesses shall be permitted. Multi - Family area not to exceed 20 acres. Maximum Floor Area: Minimum Lot Width: Minimum Lot Area and Setbacks: As permitted by applicable zoning code As permitted by applicable zoning code As permitted by applicable zoning code Screening: Uses within Development Area "D" shall be screened from other development areas within the PUD by the erection and maintenance of a six foot tall solid screening fence. Off- Street Parking: Signs: Architectural Review: As required by applicable zoning code As permitted by applicable zoning code The Developers shall establish an architectural review committee to review all building elevations and site plans prior to construction. Such review is to insure a homogeneous architectural style is maintained with the development throughout the PUD. 5 Development Standards Development area E (School) Land Area: 17.00 acres Permitted Uses: Public school use along with customary and accessory uses as permitted by the City of Owasso Zoning Code. Maximum Floor Area Ratio: Minimum Lot Width: Minimum Lot Area and Setbacks: Off- Street Parking: 50% As permitted by applicable zoning code As permitted by applicable zoning code As required by applicable zoning code Signs: As permitted by applicable zoning code I Development Standards Development area F (Park and Reserve Area) Land Area: 37.02 acres Permitted Uses: Playgound, pool house. This area will be used as a park with a playground and community pool and also include trails from the neighborhoods and natural areas around the creek. Access and Circulation Access to the subject tract is excellent. East 116th Street North is designated as a 120' Primary Arterial with East 126th Street North and North 129th East Avenue designated as a 100' Secondary Arterial by the Major Street and Highway Plan. The tract is also abutted to the east by a limited access U.S. Highway. Access points to the development will be reviewed and approved by the City during the platting process and controlled through limits of access shown on the plats. Internal circulation will be accommodated through the construction of a collector street and minor residential streets. Separation of commercial traffic through residential areas will be planned for. Environmental Analysis and Topography The property ranges in existing conditions from gently rolling pasture land to heavily wooded drainage areas. Elevations generally range from 700' to 660' above mean sea level. The Soil Survey of Tulsa County, Oklahoma was used to help identify soils types and constraints to development that be might present. Existing soils on the subject tract consist of Bates Loam, (1 to 3 percent slopes); Bates - Coweta Complex, (3 to 5 percent slopes); Coweta -Bates Complex, (2 to 6 percent slopes); Dennis Silt Loam, (1 to 3 & 3 to 5 percent slopes); Dennis -Cary town Complex, (1 to 3 percent slopes); Dennis- Radiey Complex, (0 to 12 percent slopes); & Okema Silt Loam, (1 to 3 percent slopes). Drainage and Utilities Location of floodplain areas (if any) will be identified and taken into consideration during the final design process. On -site detention facilities will be designed and incorporated into the subdivision. These detention facilities will also be used for landscaped open space for the recreation and enjoyment of the residents. Existing Zoning and Land Use The Tract is currently subject to a PUD with RS -3, Residential Single - Family, CS, Commercial Shopping District zoning. Three Commercial Out - Tracts each have an existing commercial building and a fourth is under construction. The Applicant is requesting an Amendment to the existing PUD to add a Multi- Family option to the PUD in an area previously defined for commercial uses. The other existing zoning classifications in this PUD will remain the same. Plat Review No building permit shall be issued until a subdivision plat(s), which will serve as the site plan, is /are approved and filed of record with the Tulsa County Clerk. I N N. F. S. NOB B NW CORNER SECTION 4 T -21 -N R - -14 -E � N CC) N O N i POB F L� Q F— N z Exhibit "A.1" Morrow Place Development Tract Exhibit 279.99' 329.98' S 01'26'23" E S 01'26'23" E N 88'56'45" E N 88'56'45" E 300.42' E. 126TH ST. N. 844.33' POB C 230.25' 5 84'50'06" E w C rn� �r 4.00 ;n 534.96' Acres of N N 88'56'45" E W6 LOT 3 L� V0, ILO 69.29 Acres L 660.70' 217.92' 5 88'48'49" W S. 1'25'13° E 0) N � _ [D a N Z P0B A POB i 0 f AL & D 5W CORNER W/2 SECTION 4 -� f -21 -N R -14 -E a _. 116Tf l ST, N E � 1 7.00 Acres N N(D � N a ~ POB E j F 37.02 Acres A 32.22 Acres N 88'47'03" E 1149.11' SE CORNER SW /4 NW /4 G 65.75 Acres J) r !3 C� I Vi D N O rq co r _ O V zz z r, C\j Lo n N d 0 LO (V O -341.99' S 112'12'21 " W � 103.07' S 74'42'24" W - L = 286.87' 12.45 Acres S 88'44'34" W 1318.87' P 08 G SW CORNER 100.0 E/2 SW /4 S 01'26'09" E R = 1220.86 - -- 99.99' S 01'15'26" E 224.99' S 88'44'34" W 500.59' 5 85'52'50" W 168.85' 5 88'44'34" W Exhibit "A.2" Morrow Place Total Tract Description A Tract of land located in West Half (W12) of Section Four (4) of Township Twenty -One (21) North and Range Fourteen (14) East of the Indian Base and Meridian (I.B &M.), according to the U.S. Government Survey thereof, Rogers County, State of Oklahoma; being more particularly described as follows; Beginning at the SW corner of the SW/4 of Section 4, T -21 -N, R -14 -E, I.B. &M.; Thence N 01 "28"15" W a distance of 2,643.39 feet along the west line of said Section 4; Thence N 01 028'43" W continuing along said west line of Section 4 a distance of 2,642.23 feet to the NW corner of the NW/4 of said Section 4; Thence N 88 °56'45" E a distance of 844.33 feet along the north line of said Section 4; Thence S 01 °26'23" E a distance of 329.98 feet; Thence N 88 °56'45" E a distance of 534.96 feet; Thence N 01'26'23" W a distance of 279.99 feet; Thence N 88 °56'45" E a distance of 300.42 feet; Thence S 84 °50'06" E a distance of 230.25 feet; Thence S 01 °25'13" E a distance of 694.69 feet; Thence S 14 °17'39" E a distance of 336.60 feet; Thence S 01 025'13" E a distance of 217.92 feet; Thence S 88 048'49" W a distance of 660.70 feet; Thence S 01'26'23" E a distance of 1,321.75 feet; Thence N 88 °47'03" E a distance of 1,149.11 feet; Thence S 01'18'02" E a distance of 1,173.23 feet; Thence S 02 °04'52" W a distance of 602.57 feet; Thence S 12 °12'21" W a distance of 341.99 feet; Thence along a curve to the left having a radius of 1,220.86 feet, a central angle of 13 027'46 ", a chord length of 286.21 feet, a chord bearing of S 05 °28'27" W a distance of 286.87 feet; Thence S 01'15'26" E a distance of 100.00 feet; Thence S 88 °44'34" W a distance of 224.99 feet; Thence S 85 °52',50" W a distance of 500.59 feet; Thence S 74 °42'24" W a distance of 103.07 feet; Thence S 88 °44'34" W a distance of 168.85 feet; Thence S 01 °26'09" E a distance of 100.00 feet to a point on south line of said Section 4; Thence S 88 °44'34" W a distance of 127.10 feet along the south line of said Section 4 to the Point of Beginning, and containing 237.73 acres, more or less. Basis of bearing and distance is the Oklahoma State Plane Coordinate System. A.2 Total Legal Revised Exhibit "A.3" Morrow Place Tract `A' Description A tract of land located in the West Half of the Southwest Quarter (W /2 SW14) of Section Four (4) of Township Twenty -One (21) North and Range Fourteen (14) East of the Indian Base and Meridian (I.B. &M), according to the U.S. Government Survey thereof, Rogers County, State of Oklahoma; being more particularly described as follows: Commencing at the SW corner of the SW/4 of Section 4; T -21 -N, R -14 -E, I.B &M.; Thence N 01'28'15" W a distance of 749.95 feet along the west line of said Section 4 to the Point of Beginning; ; Thence N 01 028'15" W a distance of 1,555.60 feet; Thence N 88 °31'45" E a distance of 50.00 feet; Thence S 69 °14'35" E a distance of 848.07 feet; Thence S 17 052'38" E a distance of 170.96 feet; Thence S 01 °42'13" W a distance of 176.28 feet; Thence S 05 °31'06" E a distance of 169.36 feet; Thence S 08 °59'57" E a distance of 84.22 feet; Thence S 08 °50'25" W a distance of 228.00 feet; Thence S 00 044'59" W a distance of 47.29 feet; Thence S 13 °27'38" E a distance of 430.74 feet; Thence S 05 °18'18" W a distance of 333.53 feet; Thence N 90 °00'00" W a distance of 22.67 feet; Thence along a curve to the right having a radius of 600.00 feet, a central angle of 45 °00'00 ", a chord length of 459.22 feet, a chord bearing of N 67 °30'00" W a distance of 471.24 feet; Thence N 45 000'00" W a distance of 83.84 feet; Thence along a curve to the left having a radius of 430.00 feet, a central angle of 46 028'15 ", a chord length of 339.28 feet, a chord bearing of N 68 °14'07" W a distance of 348.76 feet; Thence S 88 °31'45" W a distance of 93.51 feet to the Point of Beginning, and containing 32.22 acres, more or less. Basis of bearing and distance is the Oklahoma State Plane Coordinate System. A. 3 `I'ract A Legal Exhibit "A.4" Morrow Place Tract `B' Description A Tract of land located in the Northwest Quarter (NW/4) of Section Four (4), of Township Twenty -One (21) North and Range Fourteen (14) East, Indian Base and Meridian (l.B &M.) according to the U.S. Government Survey thereof, Rogers County, State of Oklahoma and more particularly described as follows: Beginning at the NW corner of the NW/4 of Section 4, T -21 -N, R -14 -E, I.B. &M.; Thence N 88 °56'45" E a distance of 844.33 feet along the north line of said Section 4; Thence S 01'26'23" E a distance of 329.98 feet; Thence N 88 °56'45" E a distance of 534.96 feet; Thence N 01'26'23" W a distance of 279.99 feet; Thence N 88 °56'45" E a distance of 170.00 feet; Thence S 01'26'23" E a distance of 419.85 feet; Thence N 88 °33'35" E a distance of 31.09 feet; Thence along a curve to the right having a radius of 50.00 feet, a central angle of 36 °01'59 ", a chord length of 16.26 feet, a chord bearing of S 73 °25'26" E a distance of 31.44 feet; Thence S 55 024'26" E a distance of 86.25 feet; Thence along a curve to the left having a radius of 325.00 feet, a central angle of 36 °00'47 ", a chord length of 200.93 feet, a chord bearing of S 73 °24'50" E a distance of 204.28 feet; Thence N 88 °34'47" E a distance of 37.64 feet; Thence S 01 025'13" E a distance of 179.71 feet; Thence S 14 °17'39" E a distance of 336.60 feet; Thence S 01 025'13" E a distance of 217.92 feet; Thence S 88 °48'49" W a distance of 1260.70 feet; Thence S 01'26'23" E a distance of 908.31 feet; Thence along a curve to the right having a radius of 330.00 feet, a central angle of 17 °21'25 ", a chord length of 99.59 feet, a chord bearing of S 07 °14'20" W a distance of 99.97 feet, Thence S 50 °34'36" E a distance of 99.87 feet; Thence S 01026'23" E a distance of 0.11 feet Thence along a curve to the right having a radius of 230.00 feet, a central angle of 82 °54'47 ", a chord length of 304.44 feet, a chord bearing of S 40 °00'01" W a distance of 332.70 feet; Thence S 81026'24" W a distance of 31.56 feet; Thence along a curve to the right having a radius of 230.00 feet, a central angle of 44 °53'49 ", a chord length of 175.65 feet, a chord bearing of N 76 006'41" W a distance of 180.23 feet; Thence N 53 °39'47" W a distance of 58.19 feet; Thence along a curve to the left having a radius of 220.00 feet, a central angle of 37 °48'28 ", a chord length of 142.55 feet, a chord bearing of N 72 °34'01" W a distance of 145.17 feet; Thence S 88 031'45" W a distance of 47.52 feet; Thence along a curve to the left having a radius of 40.00 feet, a central angle of 90 °00'28 ", a chord length of 56.57 feet, a chord bearing of S 43 °31'31" W a distance of 62.84 feet; Thence S 88 °31'17" W a distance of 50.00 feet to a point of the west line of said Section 4; Thence N 01'28'43" W a distance of 2,486.89 feet along the west line of said Section 4 to the Point of Beginning, and containing 69.29 acres, more or less. Basis of bearing and distance is the Oklahoma State Plane Coordinate System. AA Tract B Legal Revised Exhibit "A.57' Morrow Place Tract `C' Description A tract of land located in the Northwest Quarter (NW/4) of Section Four (4) of Township Twenty -One (21) North and Range Fourteen (14) East of the Indian Base and Meridian (LB. &M), according to the U.S. Government Survey thereof, Rogers County, State of Oklahoma; being more particularly described as follows: Commencing at the NE corner of the NW14 of Section 4; T -21 -N, R -14 -E, I.B &M.; Thence S 88 °56'45" W a distance of 1322.31 feet to the NW corner of Government Lot 3 of said Sec. 4; Thence S 01'26'23" E along the westerly line of said Government Lot 3 and the westerly Right of Way line of U.S. Highway 169, a distance of 50 feet; Thence N 88 056'45" E along the said Right of Way line, a distance of 227.00 feet to the Point of Beginning; Thence N 88 °56'45" E along the Right of Way line a distance of 130.41 feet; Thence S 84 °50'06" E along the Right of Way line, a distance of 230.25 feet; Thence S 01'25'13" E along the Right of Way line, a distance of 514.98 feet; Thence S 88 °34'47" W a distance of 37.64 feet; Thence along a curve to the right having a radius of 325.00 feet, a central angle of 36 °00'47 ", a chord length of 200.93 feet, a chord bearing of N 73 °24'50" W a distance of 204.28 feet; Thence N 55 °24'26" W a distance of 86.25 feet; Thence along a curve to the left having a radius of 50.00 feet, a central angle of 36 °01'59 ", a chord length of 30.93 feet, a chord bearing of N 73 °25'26" W a distance of 31.44 feet; Thence S 88 °33'35" W a distance of 31.09 feet; Thence N 01026'23" W a distance of 419.85 feet to the Point of Beginning, and containing 4 acres, more or less. Basis of bearing and distance is the Oklahoma State Plane Coordinate System. A.5 Tract C Legal Exhibit "A.6" Morrow Place Tract `D' Description A Tract of land located in the Southwest Quarter of the Southwest Quarter (SWA SW14) of Section Four (4) of Township Twenty -One (21) North and Range Fourteen (14) East of the Indian Base and Meridian (!.B &M.), according to the U.S. Government Survey thereof, Rogers County, State of Oklahoma; being more particularly described as follows.. Beginning at the SW corner of the SW/4 of the SW14 of Section 4, T -21 -N, R -14 -E, I.BAM.; Thence N 01 °28'15" W a distance of 749.95 feet along the west line of said Section 4; Thence N 88 °31'45" E a distance of 93.51 feet; Thence along a curve to the right having a radius 430.00 feet, a central angle of 46 °28'15 ", a chord length of 339.28 feet, a chord bearing of S 68 °14'07" E a distance of 348.76 feet; Thence S 45 °00'00" E a distance of 83.84 feet; Thence along a curve to the left having a radius of 600.00 feet, a central angle of 45 °00'00 ", a chord length of 459.22 feet, a chord bearing of S 67 030'00" E a distance of 471.24 feet; Thence N 90 000'00" E a distance of 22.67 feet; Thence S 30 °57'46" E a distance of 197.49 feet; Thence S 01 015'26" E a distance of 200.00 feet to a point on the south line of said Section 4; Thence S 88 °44'34" W a distance of 1,001.77 feet along the south line of said Section 4 to the Point of Beginning, and containing 12.45 acres more or less. Basis of bearing and distance is the Oklahoma State Plane Coordinate System. A,6 Tract D Legal Revised Exhibit 'AT Morrow Place Tract `E' Description A Tract of land located in the Southwest Quarter of the Northwest Quarter (SW /4 NW /4) of Section Four (4), of Township Twenty -One (21) North and Range Fourteen (14) East, Indian Base and Meridian (I.B &M.) according to the U.S. Government Survey thereof, Rogers County, State of Oklahoma and more particularly described as follows: Commencing at the at the SW corner of the NW /4 of Section 4., T -21 -N, R -14 -E, I.B. &M.; Thence N 88 °47'03" E along the south line of said NW /4 a distance of 1071.52 feet to the Point of Beginning; Thence N 50 °34'36" W for a distance of 484.00 feet; Thence along a curve to the left having a radius of 330.00 feet, a central angle of 17 °21'25 ", a chord length of 99.59 feet, a chord bearing of N 7 °14'20" E, for a distance of 99.97 feet; Thence N 01 026'23" W and parallel with the easterly line of the SW /4 of the NW /4, for a distance of 908.31 feet to a point on the northerly line of said SW14 NW /4; Thence N 88 °48'49" E for a distance of 600.00 feet to the NE corner of said SW14 NW/4; Thence S 01 °26'23" E for a distance of 1321.75 feet to the SE corner of said SW/4 NW /4; Thence S 88 °47'08" W for a distance of 248.98 feet to the Point of Beginning, and containing 17.00 acres, more or less, Basis of bearing and distance is the Oklahoma State Plane Coordinate System A.7 Tract F' Legal Exhibit "A.8" Morrow Place Tract `F' Description A Tract of land located in the Southwest Quarter (SW14) and in the Northwest Quarter (NW/4) of Section Four (4) of Township Twenty -One (21) North and Range Fourteen (14) East of the Indian Base and Meridian (I.B &M), according to the U.S, Government Survey thereof, Rogers County, State of Oklahoma; being more particularly described as follows: Commencing at the SW corner of the SW/4 of Section 4, T -21 -N, R -14 -E, I.B. &M.; Thence N 01 °28'15" W a distance of 2,305.55 feet along the west line of said SW/4 to the Point of Beginning; Thence N 01 °28'15" E a distance of 337.84 feet to the SW corner of the NW/4 of said Sec. 4; Thence N 0102843" W along the west line of said NV1114 4 a distance of 155.34 feet; Thence N 88 °31'17" E a distance of 50.00 feet; Thence along a curve to the right having a radius of 40.00 feet, a central angle of 90 °00'28 ", a chord length of 56.57 feet, a chord bearing of N 43 031'31" E a distance of 62.84 feet; Thence N 88 °31'45" E a distance of 47.52 feet; Thence along a curve to the right having a radius of 220.00 feet, a central angle of 37 °48'28 ", a chord length of 142.55 feet, chord bearing of S 72 °34'01" E a distance of 145.17 feet; Thence S 53 °39'47" E a distance of 58.19 feet; Thence along a curve to the left having a radius of 230.00 feet, a central angle of 44 °53'49 ", a chord length of 175.65 feet, a chord bearing of S 76 °06'41" E a distance of 180.23 feet; Thence N 81 °26'24" E a distance of 31.56 feet; Thence along a curve to the left having a radius of 230.00 feet, a central angle of 82 052'47 ", a chord length of 304.44 feet, a chord bearing of N 40 °00'01" E a distance of 332.70 feet; Thence N 01 026'23" W a distance of 0.11 feet; Thence S 50 °34'36" E a distance of 464.14 feet; Thence N 88 °47'03" E a distance of 248.98 feet; Thence S 01 °26'09" E a distance of 1,824.92 feet; Thence S 20 000'00" W a distance of 194.99 feet; Thence S 10 °00'00" W a distance of 275.88 feet; Thence S 01°15'26" E a distance of 365.22 feet to a point on the south line of said Section 4; Thence S 88 044'34" W a distance of 190.00 feet along the south line of said Section 4; Thence N 01 °15'26" W a distance of 200.00 feet; Thence N 30 057'46" W a distance of 197.49 feet; Thence N 05 °18'18" W a distance of 333,53 feet; Thence N 13 °27'38" W a distance of 430.74 feet; Thence N 00 044'59" W a distance of 47.29 feet; Thence N 08 050'25" E a distance of 228.00 feet; Thence N 08 °59'57" W a distance of 84,22 feet; Thence N 05 °31'06" W a distance of 169.36 feet; Thence N 01 042'13" E a distance of 176.28 feet; Thence N 17 °52'38" W a distance of 170.96 feet; Thence N 69 °14'35" W a distance of 848.07 feet; Thence S 88 °31'45" W a distance of 50.00 feet to the Point of Beginning, and containing 37.02 acres more or less. Basis of bearing and distance is the Oklahoma State Plane Coordinate System A.8 Tract F legal Exhibit "A.9" Morrow Place Tract `G' Description A Tract of land located in the Southwest Quarter (SW/4) of Section Four (4) of Township Twenty -One (21) North and Range Fourteen (14) East of the Indian Base and Meridian (I.B &M.), according to the U.S. Government Survey thereof, Rogers County, State of Oklahoma; being more particularly described as follows: Commencing at the SW corner of the SW/4 of Section 4, T -21 -N, R -14-E, I.B. &M.; Thence N 88 °44'34" E a distance of 1,191.77 feet along the south line of said Section 4 to the Point of Beginning; Thence N 01 °15'26" W a distance of 365.22 feet; Thence N 10 °00'00" E a distance of 275.88 feet; Thence N 20 000'00" E a distance of 194.99 feet; Thence N 01 °26'09" W a distance of 1,824.92 feet; Thence N 88 °47'03" E a distance of 1,149.11 feet; Thence S 01'18'02" E a distance of 1,173.23 feet; Thence S 02 °04'52" W a distance of 602.57 feet; Thence S 12 012'21" W a distance of 341.99 feet; Thence along a curve to the left having a radius of 1,220.86 feet, a central angle of 13 °27'46 ", a chord length of 286.21 feet, a chord bearing of S 05 028'27" W a distance of 286.87 feet; Thence S 01 °15'26" E a distance of 100.00 feet; Thence S 88 044'34" W a distance of 224.99 feet; Thence S 85 °52'50" W a distance of 500.59 feet; Thence S 74 °42'24" W a distance of 103.07 feet, Thence S 88 °44'34" W a distance of 168.85 feet; Thence S 01'26'09" E a distance of 100.00 feet to a point on south line of said Section 4; Thence S 88 °44':34" W a distance of 127.10 feet along the south line of said Section 4 to the Point of Beginning, and containing 65.75 acres, more or less. Basis of bearing and distance is the Oklahoma State Plane Coordinate System X1.9 Tract G Legal .170 4V ��xh� �tprepared hv� 'lanning design Growp A�A6401 "77,W75 LE 69 m - D t 12.45 4r,. t 15 t 45;.75AC. 4 x3773�iG(,te �4 o A r I jw�E � •�. � f�tO�g�a 7XAt�,� 0 , q , @m@w D�x�1��mae47 6.8�9� 200 O /00.200 i ■ A i r I- Waterl9ne; .126th 5froot No� "-.– _.rth A A j .-'_! ==. - � yccc�_ --- •-- �_��.—J— �,jj�jj����_LC.- �_. ._ —� Ste"" YT l 1 } 2 1 I t # I / �1 4 Cu I' Q Y ■ t '`� �' rl # t 6 wat N[ne._ r b t` :.f E 1136 tract North 7 7 11 t� 17)p Force Cn Y r70%J _ ,g 7T5 3. 3 •�., f - s 7O5 �' I N[iN]N li 51 hl F,h \� AIf,M1IIF,F 11 4 i ■ r Ike ®�j \ f .E. R f r r � I= 1 V A?'0 QM S v ". P � iII{ Y ik`r' .,_, � • ' -. _ . . ......:...... ___.__ ' II 8 O N � � .�"" y� \may^ ' O Z JJ o ■ � f4 A r 0 H ■ - •� i �. x eft ° I m L Morrow Place I Site Utilities Owasso, Oklahoma 25037 LL ' N Q t z - � - i f 4 � ` • � � � � % � � I rll � j '.. • CF% 6 wat N[ne._ r b t` :.f E 1136 tract North 7 7 11 t� 17)p Force Cn Y r70%J _ ,g 7T5 3. 3 •�., f - s 7O5 �' I N[iN]N li 51 hl F,h \� AIf,M1IIF,F 11 4 i ■ r Ike ®�j \ f .E. R f r r � I= 1 V A?'0 QM S v ". P � iII{ Y ik`r' .,_, � • ' -. _ . . ......:...... ___.__ ' II 8 O N � � .�"" y� \may^ ' O Z JJ o ■ � f4 A r 0 H ■ - •� i �. x eft ° I m L Morrow Place I Site Utilities Owasso, Oklahoma 25037 LL I -n L Morrow Place I Existing Zoning & Land Uses Owasso, Oklahoma 26037 LL r f a 1[ a: L Morrow Place I Oblique Aerial Photograph 2s Owasso, Oklahoma n LL b W Z Z r O P c M n PD N D x OA v O gnr x� �S �pz AO r � n a: L Morrow Place I Oblique Aerial Photograph 2s Owasso, Oklahoma n LL L....._,._..._ L.......... Owasso, Oklahoma Existing Soils Ma 250T LL r r.o " h . !L � v a - z x .rri � rr NurrsF r!ssr, Ens nortiur — T m ,� z z *� c X M x i b Z rQr c ° Z R _ Z > r n Existing Soils Ma 250T LL ORIGINAL OPUD 05 -02 Marrow MASTER PLANNED COMMUNITY OF COMMERCIAL USES. RESIDENTIAL SINGLE - FAMILY HOMES, AND RECREATIONAL AREAS _ .1� IALt �A �1 �F 4� d ✓r' - �/C.4GT fwopeseg y ` I.p�;IrijL �M wV $ r -f� � I r--•.. Ar� I Cr 6 ve I Planned Unit Development October 2005 V The City Wit out Limits. TO: The Honorable Mayor and City Council City of Owasso FROM: Bronce L. Stephenson Director of Community Development SUBJECT: Tax - Credit Senior Housing DATE: July 10, 2015 BACKGROUND: With a goal of improving the housing stock in Oklahoma, The Oklahoma Housing Finance Agency (OHFA) was created by Executive Order by Governor David Boren in 1975. The Agency is a non - profit, tax exempt entity, with the State of Oklahoma as the beneficiary of the Trust. In 1976, OHFA opened its doors with 12 district field agents hired to implement a rental assistance program. The Affordable Housing Tax Credits (AHTC) Program offsets the high cost of rental housing construction and rehabilitation and provides affordable rent rates for low- income families. Tax Credits provide a 10 -year reduction in tax liability for developers who construct or rehabilitate affordable rental housing. Developers sell Tax Credits to Fortune 500 companies and other investors. The money obtained from the sale is used to lower financing costs. The end result is lower rent for families. The AHTC Program can be used for new construction and rehabilitation of rental housing for those with limited incomes. Tax credits create partnerships between OHFA and developers who build or rehabilitate affordable apartments or homes. The purpose of the Oklahoma Affordable Housing Tax Credit (AHTC), also known as Low Income Housing Tax Credit (LIHTC) Program is to expand the supply of new affordable rental units and rehabilitate existing rental housing for Qualifying Households by stimulating private investment. AHTC applications are made through the Oklahoma Housing Finance Authority (OHFA), with applications being considered in January and July of each year. The money given out to developers and to those qualifying for assistance is provided federally by the Department of Housing and Urban Development (HUD). Shown here are the income limitations on eligibility for Low - Income Housing: STATE OF OKLAHOMA Maximum Income and Maximum Rent to Quality Units as Low - Income for the Low Income Housing Tax Credit Program - 2015 Calculations Effective 0310612015 All rents Include utilities MEDIAN INCOME LIMITS FOR A GIVEN NUMBER OF PERSONS IN THE FAMILY MAXIMUM RENTS FOR GIVEN * BEDROOMS MSAICOUNTY INCOME 1 2 3 4 5 6 7 8 EFF 1 2 3 4 TULSA, OK MSA 61.400 21.500 24,600 27.65D 30,700 33,209 35.650 38,100 40.550 50% 537 576 891 798 891 (see page 1 for MSA) 30.100 34,449 3871D 42,980 46,489 49910 53,340 58.770 140% of 50% 25.800 29,520 33.180 36,840 39,849 42.780 45,720 48.660 40164 645 691 829 958 1,069 36.120 41,328 46.452 51,576 55,776 59.892 64,008 68.124 140% of 60% ANALYSIS: An application has been submitted to the City of Owasso asking for a resolution of support for Tax - Credit Senior Housing Project. The subject property is located along N 145th E Ave, just east of Friendship Baptist and across the street from Hodson Elementary. A request for a resolution of support was received from Cornerstone Associates, LLC for the subject property. They are requesting the resolution of support in advance of the January 2016 deadline. The Tax - Credit Housing application process would be as follows: • Resolution of support requested from the local jurisdiction. • Other documentation and data is collected by the applicant. • The application and supporting materials are submitted to OHFA and the Authority makes a decision on each application. • If the application is successful, the applicant will notify us and start preparing development documents (site plans, civil engineering plans, etc.). • Because this project involves multifamily development, the applicant would have to prepare a PUD document and take the project though the PUD process. • If the PUD is approved, the applicant would prepare construction documents to be submitted to the City for review and approval. • Once all approvals are given, the work on the property would commence. Owasso has a real need for affordable senior housing in the same way that we need any type of senior housing and general affordable housing. Having a mixture of housing types and having a City that has housing options for varying socioeconomic backgrounds makes for a complete community. The City receives calls quite often from seniors and their families looking for housing opportunities in Owasso and have to be turned away to other communities. Owasso currently has only two properties that have connections to OHFA or allow OHFA vouchers, Wildwood Apartments at 1 161 1 E 80th St N and Prairie Village at 12877 E 1 16th St N. This item will be brought back to the August 10, 2015 Council Worksession for further discussion of the project specifics, with a vote at the August 17, 2015 meeting on a Resolution of Support. ATTACHMENTS: Area Map Aerial Map Owasso Tax Credit Senior Housing Site F 1" _ 752 ft Sub Title 0710812015 - Legend S his map represents a visual display of related geographic information. Data provided hereon is not a guarantee of actual field conditions. To be sure of complete accuracy, please contact Owasso staff for the most up -to -date information. 5treetNa rn e s Villas at Prestanv - — Centerlines � X ,� �s ParveIs stir. s, S` Rogers Parcels p ' S Fenceline - 6 I `J _:. °. City Limits FLM -r u x E85thStN u i L7 E 83 rd th Ave 400 rn 1000 ft N 1" _ 752 ft Sub Title 0710812015 - p^5 S�c :, %� y S his map represents a visual display of related geographic information. Data provided hereon is not a guarantee of actual field conditions. To be sure of complete accuracy, please contact Owasso staff for the most up -to -date information. Owasso Tax Credit Senior Housing Site V = 376 ft Sub Title 0710312016 ` his map represents a visual display of related geographic Information- Data provided hereon is not a guarantee of actual field conditions. To be sure of complete accuracy, please contact Owasso staff for the most up -to -date information_ V The City Wit out Limits. TO: The Honorable Mayor and City Council FROM: H. Dwayne Henderson, P.E. City Engineer SUBJECT: South Sports Park Regional Detention Pond Engineering Service Agreement DATE: July 10, 2015 BACKGROUND: The South Sports Park is an area that has developed as the North Sports Park has reached playing capacity. It currently houses a few baseball fields, unimproved parking areas and a restroom facility. In addition, the park has a master plan that calls for additional lighted ball fields, paved parking, a splash pad, walking trail and additional soccer fields. Lastly, the park property is also the location for a planned regional detention pond. Two (2) creeks used to converge on the property near E 106th St N and cause flooding during heavy rain. Both streams are shown to be "blue - lines" on a U.S.G.S. Topography map for the area, which indicates a United States Army Corps of Engineers ( USACE) regulated streams. The northern stream drainage comes from Hale Acres Subdivision and the southern stream from Meadowcrest Subdivision. (See exhibit A) However, in the last few years, staff realigned the northern stream, with USACE permission, to flow along the eastern edge of the park and converge with the southern stream on the eastern boundary. As a result, this modification opened up a large area for future growth within the southern section of the sports park. In 2014, with the Vision 2025 funds becoming available to provide additional amenities to the southern section of the Sports Park and concurrent development of Abbott Farms Subdivision immediately west of the South Sports Park, staff felt a public /private partnership should be attempted to help fund the regional detention pond. With Abbott Farms directly adjacent to the proposed regional detention pond, the developer would have the opportunity to use the regional detention pond. Therefore on -site detention would not be necessary. In return, the developer would provide the cost savings to the City for the engineering and construction of the on -site detention. With this proposal in mind, staff approached the developer of Abbott Farms and has made a tentative agreement to the terms mentioned above. ENGINEERING SERVICES AGREEMENT: In May 2015, staff requested a proposal from Meshek and Associates, PLC, Tulsa, Oklahoma. Based upon past knowledge of the Owasso Master Drainage Plan and fee negotiations, Meshek and Associates is being recommended as the design engineer for the project. The proposed work includes the following: 1) Update Hydraulics and Hydrology (H &H) Data in Model 2) Preliminary/Final H &H Design /Alternatives 3) Conceptual /Preliminary /Final Plan Development 4) R/W Plan Preparation 5) QA /QC 6) Project Meetings 7) Prepare Bid documents in accordance with Owasso standards. 8) Attend Project Bid Meetings 9) Attend Construction Meetings 10) Material specifications review. 1 1) Provide Construction Assistance and As -built Drawings Preparation of the 404 application for a USACE Nation Wide Permit and the topographic survey of existing storm drains, detention ponds and utilities will be provided by the City. FUNDING: Funding was included in the FY 2014 -2015 Stormwater Fund Budget for the engineering services for the South Sports Park Regional Detention Pond. As a result, a budget amendment will be recommended for approval to allow a carryover over funds. PROPOSED ACTION: An item has been included on the July 14th Council Work Session in order to discuss this project. Unless Councilors express concern, staff will be proposing an engineering services agreement with Meshek and Associates, PLC, in the amount of $57,330 for the South Sports Park Regional Detention Project. ATTACHMENTS: Location Map Agreement for Engineering Services t r•° y._I w P t a ,C(.. -ZA CITY OF OWASSO SPORTS PARK SOUTH P.O. 180 Owasso, OK 74055 DETENTION POND 918.272.4959 www.cityofowasso.com PROJECT LOCATION MAP D AGREEMENT FOR ENGINEERING SERVICES FOR THE CITY OF OWASSO, OK OWASSO SPORTS PARK DETENTION POND THIS AGREEMENT, made and entered into this day of 2015 between the City of Owasso, Oklahoma, a Municipal Corporation, of Oklahoma, hereinafter referred to as CITY, and Meshek & Associates, PLC, hereinafter referred to as ENGINEER; WITNESSETH: WHEREAS, CITY intends to construct a detention facility at the Owasso Sports Park hereinafter referred to as the PROJECT; and, WHEREAS, CITY requires certain professional services in connection with the PROJECT, hereinafter referred to as the SERVICES; and, WHEREAS, ENGINEER, is prepared to provide such SERVICES; WHEREAS, funding is available for the PROJECT; NOW THEREFORE, in consideration of the promises contained herein, the parties hereto agree as follows: SCOPE OF PROTECT. The scope of the PROJECT is described in Attachment A, SCOPE OF PROTECT, which is attached hereto and incorporated by reference as part of this AGREEMENT. 2. SERVICES TO BE PERFORMED BY ENGINEER. ENGINEER shall perform the SERVICES described in Attachment B, SCOPE OF SERVICES, which is attached hereto and incorporated by reference as part of this AGREEMENT. 3. CITY'S RESPONSIBILITIES. CITY shall be responsible for all matters described in Attachment C, RESPONSIBILITIES OF THE CITY, which is attached hereto and incorporated by reference as part of this AGREEMENT. 4. COMPENSATION. CITY shall pay ENGINEER in accordance with Attachment D, which are attached hereto and incorporated by reference as part of this AGREEMENT. 5. STANDARD OF PERFORMANCE. ENGINEER shall perform the SERVICES undertaken in a manner consistent with the prevailing accepted standard for similar services with respect to projects of comparable function and complexity and with the applicable laws and regulations published and in effect at the time of performance of the SERVICES. The PROJECT shall be designed and engineered in a good and workmanlike manner and in strict accordance with this AGREEMENT. All engineering work shall be performed by or under the supervision of Professional Engineers licensed in the State of Oklahoma, and properly qualified to perform such engineering services, which qualification shall be subject to review by CITY. Other than the obligation of the ENGINEER to perform in accordance with the foregoing standards, no warranty, either express or implied, shall apply to the SERVICES to be performed by the ENGINEER pursuant to this AGREEMENT or the suitability of ENGINEER'S work product. 6. LIMITATION OF RESPONSIBILITY. PAGE 1 OF 9 6.1. ENGINEER shall not be responsible for construction means, methods, techniques, sequences, procedures, or safety precautions and programs in connection with the PROJECT. 6.2. ENGINEER's deliverables, shall include plans for construction signed by a registered engineer. 7. LIABILITY AND INDEMNIFICATION. 7.1. ENGINEER shall defend and indemnify CITY from and against legal liability for damages arising out of the performance of the SERVICES for CITY, including but not limited to any claims, costs, attorney fees, or other expenses of whatever nature where such liability is caused by the negligent act, error, or omission of ENGINEER, or any employee for whom ENGINEER is legally liable. Nothing in this paragraph shall make the ENGINEER liable for any damages caused by the CITY or any other contractor or consultant of the CITY. 7.2. ENGINEER shall not be liable to CITY for any special, indirect or consequential damages, such as, but not limited to, loss of revenue, or loss of anticipated profits. 8. COMPLIANCE WITH LAWS. In performance of the SERVICES, ENGINEER shall comply with applicable regulatory requirements including federal, state, and local laws, rules, regulations, orders, codes, criteria and standards. ENGINEER shall procure the permits, certificates, and licenses necessary to allow ENGINEER to perform the SERVICES. ENGINEER shall not be responsible for procuring permits, certificates, and licenses required for any activities unless such responsibilities are specifically assigned to ENGINEER in Attachment B, SCOPE OF SERVICES. 9. INSURANCE. 9.1. During the performance of the SERVICES under this AGREEMENT, ENGINEER shall maintain the following insurance: 9.1.1. General Liability Insurance with bodily injury limits of not less than $1,000,000 for each occurrence and not less than $1,000,000 in the aggregate, and with property damage limits of not less than $100,000 for each occurrence and not less than $100,000 in the aggregate. 9.1.2. Automobile Liability Insurance with bodily injury limits of not less than $1,000,000 for each person and not less than $1,000,000 for each accident and with property damage limits of not less than $100,000 for each accident. 9.1.3. Worker's Compensation Insurance in accordance with statutory requirements and Employers' Liability Insurance with limits of not less than $100,000 for each occurrence. 9.1.4. Errors and Omissions Insurance to remain in effect during the PROJECT and the term of any legal liability. Errors and Omissions coverage to be for a minimum of $1,000,000. 9.2. ENGINEER shall furnish CITY certificates of insurance which shall include a provision that such insurance shall not be canceled without at least 30 days written notice to the CITY. PAGE 2 OF 9 10. OWNERSHIP AND REUSE OF DOCUMENTS. 10.1. All documents, including reports, field notes and data shall become and remain the property of the CITY. 10.2. CITY'S reuse of such documents without written verification or adaptation by ENGINEER for the specific purpose intended shall be at CITY'S risk. 11. TERMINATION OF AGREEMENT. 11.1. The obligation to continue SERVICES under this AGREEMENT may be terminated by either party upon fifteen days written notice in the event of substantial failure by the other party to perform in accordance with the terms hereof through no fault of the terminating party. 11.2. CITY shall have the right to terminate this AGREEMENT, or suspend performance thereof, for CITY'S convenience upon written notice to ENGINEER; and ENGINEER shall terminate or suspend performance of SERVICES on a schedule acceptable to CITY. In the event of termination or suspension for CITY'S convenience, CITY shall pay ENGINEER for all SERVICES performed to the date of termination in accordance with provisions of Attachment D, COMPENSATION. Upon restart of a suspended project, ENGINEER's contract price and schedule shall be equitably adjusted. 12. NOTICE. Any notice, demand, or request required by or made pursuant to this AGREEMENT shall be deemed properly made if personally delivered in writing or deposited in the United States mail, postage prepaid, to the address specified below. To ENGINEER: Meshek & Associates, PLC 1437 S. Boulder Ave. Suite 1550 Tulsa, OK 74119 Attention: Benjamin W. Fletcher, PE, LSI To CITY: CITY OF OWASSO 301 W 2nd Avenue Owasso, Oklahoma 74055 Attention: Roger Stevens, Public Works Director 12.1. Nothing contained in this Article shall be construed to restrict the transmission of routine communications between representatives of ENGINEER and CITY. 13. UNCONTROLLABLE FORCES. Neither CITY nor ENGINEER shall be considered to be in default of this AGREEMENT if delays in or failure of performance shall be due to forces which are beyond the control of the parties; including, but not limited to: fire, flood, earthquakes, storms, lightning, epidemic, war, riot, civil disturbance, sabotage; inability to procure permits, licenses, or authorizations from any state, local, or federal agency or person for any of the supplies, materials, accesses, or services required to be provided by either CITY or ENGINEER under this PAGE 3 OF 9 AGREEMENT; strikes, work slowdowns or other labor disturbances, and judicial restraint. 14. SEVERABILITY. If any portion of this AGREEMENT shall be construed by a court of competent jurisdiction as unenforceable, such portion shall be severed herefrom, and the balance of this AGREEMENT shall remain in full force and effect. 15. INTEGRATION AND MODIFICATION. This AGREEMENT includes ATTACHMENTS A, B, C, and D and represents the entire and integrated AGREEMENT between the parties; and supersedes all prior negotiations, representations, or agreements pertaining to the SCOPE OF SERVICES herein, either written or oral. CITY may make or approve changes within the general Scope of Services in this AGREEMENT. If such changes affect ENGINEER's cost of or time required for performance of the services, an equitable adjustment will be made through an amendment to this AGREEMENT. This AGREEMENT may be amended only by written instrument signed by each of the Parties. 16. DISPUTE RESOLUTION PROCEDURE. In the event of a dispute between the ENGINEER and the CITY over the interpretation or application of the terms of this AGREEMENT, the matter shall be referred to the City's Director of Public Works for resolution. If the Director of Public Works is unable to resolve the dispute, the matter may, in the Director's discretion, be referred to the City Manager for resolution. Regardless of these procedures, neither party shall be precluded from exercising any rights, privileges or opportunities permitted by law to resolve any dispute. 17. ASSIGNMENT. ENGINEER shall not assign its obligations undertaken pursuant to this AGREEMENT, provided that nothing contained in this paragraph shall prevent ENGINEER from employing such independent consultants, associates, and subcontractors as ENGINEER may deem appropriate to assist ENGINEER in the performance of the SERVICES hereunder. 18. APPROVAL. It is understood and agreed that all work performed under this AGREEMENT shall be subject to inspection and approval by the Public Works Department of the City of Owasso. PAGE 4 OF 9 IN WITNESS WHEREOF, the parties have executed this AGREEMENT in multiple copies on the respective dates herein below reflected to be effective on the date executed by the Mayor of the City of Owasso. APPROVED: City Clerk APPROVED AS TO FORM: City Attorney Meshek & Associates, PLC Benjamin W. Fletcher, PE, LSI Date //2015 CITY OF OWASSO, OKLAHOMA Mayor Date //2015 PAGE 5 OF 9 AGREEMENT FOR ENGINEERING SERVICES FOR THE CITY OF OWASSO, OK OWASSO SPORTS PARK DETENTION POND Scope of Project Attachment A SCOPE OF PROTECT. The PROJECT shall consist of civil engineering services for the following categories of assignments: 1. Prepare construction plans for the Owasso Sports Park Detention Pond. 2. Services not included in this contract: Topography, platting, preparation of legal descriptions, public utility installations or relocations, coordination with franchise utilities, paving design, or construction inspections. PAGE 6 OF 9 AGREEMENT FOR ENGINEERING SERVICES FOR THE CITY OF OWASSO, OK OWASSO SPORTS PARK DETENTION POND Scope of Services Attachment B The services to be performed by the ENGINEER, Meshek & Associates, PLC, under this AGREEMENT will consist of providing civil engineering services for the categories of assignments presented in Attachment A, as directed individually by the City by a work order. Further, it is understood and agreed that the date of beginning, rate of progress, and the time of completion of the work to be done hereunder for each assignment are essential provisions of this AGREEMENT; and it is further understood and agreed that the work embraced in this AGREEMENT shall commence upon execution of this AGREEMENT and receipt of Notice to Proceed for each assignment. It is further understood that all reviews and conceptual designs will be prepared in accordance with the OWRB and City of Owasso guidelines. A.1. Basic Services of ENGINEER. The basic services of the ENGINEER shall include, but are not limited to the following tasks: A.1.a Provide a Preliminary Design A.1.a) 1. Provide preliminary hydrologic and hydraulic design for the PROJECT A.1.a) 2. Prepare preliminary construction plans for the PROJECT A.1.a) 3. Prepare a preliminary construction estimate A.1.b Provide a Final Design A.1.b) 1. Provide final hydrologic and hydraulic design for the PROJECT A.1.b) 2. Prepare final construction plans for the PROJECT A.1.b) 3. Prepare a final construction estimate A.1.c Provide Contruction Services A.1.c) 1. Assist in the preparation of bidding documents A.1.c) 2. Provide responses to all Requests for Information A.1.c) 3. Review all submittals A.1.c) 4. Provide assistance during construction as needed PAGE 7 OF 9 AGREEMENT FOR ENGINEERING SERVICES FOR THE CITY OF OWASSO, OK OWASSO SPORTS PARK DETENTION POND Responsibilities of the City Attachment C RESPONSIBILITIES OF THE CITY. The CITY agrees: CA Reports, Records, etc. To furnish, as required by the work, at no expense to the ENGINEER: C.1.1 Records, reports, studies, plans, drawings, and other data available in the files of the CITY that may be useful in the work involved under this AGREEMENT. C.1.2 Property ownership and documentation shall be provided. C.1.3 ENGINEER will reasonably rely upon the accuracy, timeliness, and completeness of the information provided by CITY. C.2 Access. To assist in providing access to public and private property when required in performance of ENGINEER's services. C.3 Staff Assistance. Designate the individual to act as its representative in respect to the work to be performed under this AGREEMENT, and such person shall have complete authority to transmit instructions, receive information, interpret and define CITY'S policies and decisions with respect to materials, equipment, elements and systems pertinent to the services covered by this AGREEMENT. C.3.1 Furnish staff assistance in locating, and operating any structures pertinent to said PROJECT. CA Review. Examine all studies, reports, sketches, estimates, specifications, drawings, proposals and other documents presented by ENGINEER and render in writing decisions pertaining thereto within a reasonable time so as not to delay the services of ENGINEER. PAGE 8 OF 9 AGREEMENT FOR ENGINEERING SERVICES FOR THE CITY OF OWASSO, OK OWASSO SPORTS PARK DETENTION POND Compensation Attachment D COMPENSATION. The CITY agrees to pay, as compensation for services set forth in Attachment B, the following fees, payable monthly as each Phase of the work progresses; and within 30 calendar days of receipt of invoice. ENGINEER shall submit monthly invoices based upon percent of work completed. Invoices shall be accompanied by such documentation as the CITY may require in substantiation of the amount billed. D.1 Total Compensation. D.1.1 For the work under this project the total maximum billing including direct costs and subconsultant services shall be Fifty -Seven Thousand Three - Hundred Thirty and no cents ($57,330.00) which amount shall not be exceeded without further written authorization by CITY. D.2 Conditions of Pam. D.2.1 Payment shall be made based on a lump sum basis. PAGE 9 OF 9 V The City Wit out Limits. TO: The Honorable Mayor and City Council FROM: H. Dwayne Henderson, P.E. City Engineer SUBJECT: Central Park Drainage Improvements Engineering Service Agreement DATE: July 10, 2015 BACKGROUND: The Central Park drainage channel is located between East 86th Street North and Owasso Mid - High School. The channel commences northwest of the East 86th Street North /North 123rd East Ave Intersection at the bridge and traverses northwesterly between the commercial property housing State Farm Insurance and the Lake Ridge Subdivision. The channel continues toward the new SAHO building and enters the property owned by residents in Central Park II. Lastly, the channel turns into the Owasso Public School property and connects with the Central Park detention pond outlet. This project was listed as a priority project in the 2005 Master Drainage Plan (MDP). Funds from the stormwater fund have been budgeted to provide the initial survey and engineering design for the project. The purpose of this project is to realign the channel into the existing drainage easement with the use of an articulated concrete bottom and Recon block wall, similar to what was used at the Three Lakes Channel Project in 2013, (See appendix for pictures of that project. Public Works is proposing to proceed with project design this fiscal year with construction in FY 2016 -2017, if funding is available. ENGINEERING SERVICES AGREEMENT: In June 2015, staff requested a proposal from Meshek and Associates, PLC, Tulsa, Oklahoma. Based upon past knowledge of the Owasso Master Drainage Plan and fee negotiations, Meshek and Associates is being recommended as the design engineer for the project. The proposed work includes the following: 1) Update Hydraulics and Hydrology (H &H) Data in Model 2) Preliminary/Final H &H Design /Alternatives 3) Conceptual /Preliminary /Final Plan Development 4) R/W Plan Preparation 5) QA /QC 6) Project Meetings 7) Prepare Bid documents in accordance with Owasso standards. 8) Attend Project Bid Meetings 9) Attend Construction Meetings 10) Material specifications review. 1 1) Provide Construction Assistance and As -built Drawings PROPOSED WORK BY CITY OF OWASSSO ENGINEERING STAFF: 12) - Prepare 404 application to USACE for a Nation Wide Permit 13) - Provide topographic survey of existing storm drains, detention ponds and utilities FUNDING: Funding was included in the FY 2014 -2015 Stormwater Fund Budget for the engineering services for the Central Park Drainage Project. As a result, a budget amendment will be recommended for approval to allow a carryover over funds. PROPOSED ACTION: An item has been included on the July 14th Council Work Session in order to discuss this project. Unless Councilors express concern, staff will be proposing an engineering services agreement with Meshek and Associates, PLC, in the amount of $66,760.00 for the Central Park Drainage Project. ATTACHMENTS: A. Location Map B. Agreement for Engineering Services J r X 7 f Al , to - s CITY OF OWASSO CENTRAL PARK P.O. 180 Owasso, OK 74055 DRAINAGE CHANNEL 918.272.4959 www.cityofowasso.com PROJECT LOCATION MAP AGREEMENT FOR ENGINEERING SERVICES FOR THE CITY OF OWASSO, OK CENTRAL PARK CHANNEL IMPROVEMENTS THIS AGREEMENT, made and entered into this day of , 2015 between the City of Owasso, Oklahoma, a Municipal Corporation, of Oklahoma, hereinafter referred to as CITY, and Meshek & Associates, PLC, hereinafter referred to as ENGINEER; WITNESSETH: WHEREAS, CITY intends to construct improvements to the Central Park Channel hereinafter referred to as the PROJECT; and, WHEREAS, CITY requires certain professional services in connection with the PROJECT, hereinafter referred to as the SERVICES; and, WHEREAS, ENGINEER, is prepared to provide such SERVICES; WHEREAS, funding is available for the PROJECT; NOW THEREFORE, in consideration of the promises contained herein, the parties hereto agree as follows: 1. SCOPE OF PROTECT. The scope of the PROJECT is described in Attachment A, SCOPE OF PROTECT, which is attached hereto and incorporated by reference as part of this AGREEMENT. 2. SERVICES TO BE PERFORMED BY ENGINEER. ENGINEER shall perform the SERVICES described in Attachment B, SCOPE OF SERVICES, which is attached hereto and incorporated by reference as part of this AGREEMENT. 3. CITY'S RESPONSIBILITIES. CITY shall be responsible for all matters described in Attachment C, RESPONSIBILITIES OF THE CITY, which is attached hereto and incorporated by reference as part of this AGREEMENT. 4. COMPENSATION. CITY shall pay ENGINEER in accordance with Attachment D, which are attached hereto and incorporated by reference as part of this AGREEMENT. 5. STANDARD OF PERFORMANCE. ENGINEER shall perform the SERVICES undertaken in a manner consistent with the prevailing accepted standard for similar services with respect to projects of comparable function and complexity and with the applicable laws and regulations published and in effect at the time of performance of the SERVICES. The PROJECT shall be designed and engineered in a good and workmanlike manner and in strict accordance with this AGREEMENT. All engineering work shall be performed by or under the supervision of Professional Engineers licensed in the State of Oklahoma, and properly qualified to perform such engineering services, which qualification shall be subject to review by CITY. Other than the obligation of the ENGINEER to perform in accordance with the foregoing standards, no warranty, either express or implied, shall apply to the SERVICES to be performed by the ENGINEER pursuant to this AGREEMENT or the suitability of ENGINEER'S work product. 6. LIMITATION OF RESPONSIBILITY. PAGE 1 OF 10 6.1. ENGINEER shall not be responsible for construction means, methods, techniques, sequences, procedures, or safety precautions and programs in connection with the PROJECT. 6.2. ENGINEER's deliverables, shall include plans for construction signed by a registered engineer. 7. LIABILITY AND INDEMNIFICATION. 7.1. ENGINEER shall defend and indemnify CITY from and against legal liability for damages arising out of the performance of the SERVICES for CITY, including but not limited to any claims, costs, attorney fees, or other expenses of whatever nature where such liability is caused by the negligent act, error, or omission of ENGINEER, or any employee for whom ENGINEER is legally liable. Nothing in this paragraph shall make the ENGINEER liable for any damages caused by the CITY or any other contractor or consultant of the CITY. 7.2. ENGINEER shall not be liable to CITY for any special, indirect or consequential damages, such as, but not limited to, loss of revenue, or loss of anticipated profits. COMPLIANCE WITH LAWS. In performance of the SERVICES, ENGINEER shall comply with applicable regulatory requirements including federal, state, and local laws, rules, regulations, orders, codes, criteria and standards. ENGINEER shall procure the permits, certificates, and licenses necessary to allow ENGINEER to perform the SERVICES. ENGINEER shall not be responsible for procuring permits, certificates, and licenses required for any activities unless such responsibilities are specifically assigned to ENGINEER in Attachment B, SCOPE OF SERVICES. 9. INSURANCE. 9.1. During the performance of the SERVICES under this AGREEMENT, ENGINEER shall maintain the following insurance: 9.1.1. General Liability Insurance with bodily injury limits of not less than $1,000,000 for each occurrence and not less than $1,000,000 in the aggregate, and with property damage limits of not less than $100,000 for each occurrence and not less than $100,000 in the aggregate. 9.1.2. Automobile Liability Insurance with bodily injury limits of not less than $1,000,000 for each person and not less than $1,000,000 for each accident and with property damage limits of not less than $100,000 for each accident. 9.1.3. Worker's Compensation Insurance in accordance with statutory requirements and Employers' Liability Insurance with limits of not less than $100,000 for each occurrence. 9.1.4. Errors and Omissions Insurance to remain in effect during the PROJECT and the term of any legal liability. Errors and Omissions coverage to be for a minimum of $1,000,000. 9.2. ENGINEER shall furnish CITY certificates of insurance which shall include a provision that such insurance shall not be canceled without at least 30 days written notice to the CITY. PAGE 2 OF 10 10. OWNERSHIP AND REUSE OF DOCUMENTS. 10.1. All documents, including reports, field notes and data shall become and remain the property of the CITY. 10.2. CITY'S reuse of such documents without written verification or adaptation by ENGINEER for the specific purpose intended shall be at CITY'S risk. 11. TERMINATION OF AGREEMENT. 11.1. The obligation to continue SERVICES under this AGREEMENT may be terminated by either party upon fifteen days written notice in the event of substantial failure by the other party to perform in accordance with the terms hereof through no fault of the terminating party. 11.2. CITY shall have the right to terminate this AGREEMENT, or suspend performance thereof, for CITY'S convenience upon written notice to ENGINEER; and ENGINEER shall terminate or suspend performance of SERVICES on a schedule acceptable to CITY. In the event of termination or suspension for CITY'S convenience, CITY shall pay ENGINEER for all SERVICES performed to the date of termination in accordance with provisions of Attachment D, COMPENSATION. Upon restart of a suspended project, ENGINEER's contract price and schedule shall be equitably adjusted. 12. NOTICE. Any notice, demand, or request required by or made pursuant to this AGREEMENT shall be deemed properly made if personally delivered in writing or deposited in the United States mail, postage prepaid, to the address specified below. To ENGINEER: Meshek & Associates, PLC 1437 S. Boulder Ave. Suite 1550 Tulsa, OK 74119 Attention: Benjamin W. Fletcher, PE, LSI To CITY: CITY OF OWASSO 301 W 2nd Avenue Owasso, Oklahoma 74055 Attention: Roger Stevens, Public Works Director 12.1. Nothing contained in this Article shall be construed to restrict the transmission of routine communications between representatives of ENGINEER and CITY. 13. UNCONTROLLABLE FORCES. Neither CITY nor ENGINEER shall be considered to be in default of this AGREEMENT if delays in or failure of performance shall be due to forces which are beyond the control of the parties; including, but not limited to: fire, flood, earthquakes, storms, lightning, epidemic, war, riot, civil disturbance, sabotage; inability to procure permits, licenses, or authorizations from any state, local, or federal agency or person for any of the supplies, materials, accesses, or services required to be provided by either CITY or ENGINEER under this PAGE 3 OF 10 AGREEMENT; strikes, work slowdowns or other labor disturbances, and judicial restraint. 14. SEVERABILITY. If any portion of this AGREEMENT shall be construed by a court of competent jurisdiction as unenforceable, such portion shall be severed herefrom, and the balance of this AGREEMENT shall remain in full force and effect. 15. INTEGRATION AND MODIFICATION. This AGREEMENT includes ATTACHMENTS A, B, C, and D and represents the entire and integrated AGREEMENT between the parties; and supersedes all prior negotiations, representations, or agreements pertaining to the SCOPE OF SERVICES herein, either written or oral. CITY may make or approve changes within the general Scope of Services in this AGREEMENT. If such changes affect ENGINEER's cost of or time required for performance of the services, an equitable adjustment will be made through an amendment to this AGREEMENT. This AGREEMENT may be amended only by written instrument signed by each of the Parties. 16. DISPUTE RESOLUTION PROCEDURE. In the event of a dispute between the ENGINEER and the CITY over the interpretation or application of the terms of this AGREEMENT, the matter shall be referred to the City's Director of Public Works for resolution. If the Director of Public Works is unable to resolve the dispute, the matter may, in the Director's discretion, be referred to the City Manager for resolution. Regardless of these procedures, neither party shall be precluded from exercising any rights, privileges or opportunities permitted by law to resolve any dispute. 17. ASSIGNMENT. ENGINEER shall not assign its obligations undertaken pursuant to this AGREEMENT, provided that nothing contained in this paragraph shall prevent ENGINEER from employing such independent consultants, associates, and subcontractors as ENGINEER may deem appropriate to assist ENGINEER in the performance of the SERVICES hereunder. 18. APPROVAL. It is understood and agreed that all work performed under this AGREEMENT shall be subject to inspection and approval by the Public Works Department of the City of Owasso. PAGE 4 OF 10 IN WITNESS WHEREOF, the parties have executed this AGREEMENT in multiple copies on the respective dates herein below reflected to be effective on the date executed by the Mayor of the City of Owasso. APPROVED: City Clerk APPROVED AS TO FORM: City Attorney Meshek & Associates. PLC Benjamin W. Fletcher, PE, LSI Date / / 2015 CITY OF OWASSO. OKLAHOMA Mayor Date //2015 PAGE 5 OF 10 AGREEMENT FOR ENGINEERING SERVICES FOR THE CITY OF OWASSO, OK CENTRAL PARK CHANNEL IMPROVEMENTS Scope of Project Attachment A SCOPE OF PROJECT. The PROJECT shall consist of civil engineering services for the following categories of assignments: 1. Prepare construction plans for the Central Park Channel Improvements. PAGE 6 OF 10 AGREEMENT FOR ENGINEERING SERVICES FOR THE CITY OF OWASSO, OK CENTRAL PARK CHANNEL IMPROVEMENTS Scope of Services Attachment B The services to be performed by the ENGINEER, Meshek & Associates, PLC, under this AGREEMENT will consist of providing civil engineering services for the categories of assignments presented in Attachment A, as directed individually by the City by a work order. Further, it is understood and agreed that the date of beginning, rate of progress, and the time of completion of the work to be done hereunder for each assignment are essential provisions of this AGREEMENT; and it is further understood and agreed that the work embraced in this AGREEMENT shall commence upon execution of this AGREEMENT and receipt of Notice to Proceed for each assignment. It is further understood that all reviews and conceptual designs will be prepared in accordance with the OWRB and City of Owasso guidelines. A.1. Basic Services of ENGINEER. The basic services of the ENGINEER shall include, but are not limited to the following tasks: A.1.a Provide a Conceptual Design Report A.1.a) 1. Provide topographic survey for the PROJECT area A.1.a) 2. Update existing hydrologic and hydraulic model for the PROJECT A.1.a) 3. Prepare conceptual report for the PROJECT detailing alternative analysis A.1.a) 4. Prepare a conceptual construction estimates A.1.b Provide a Preliminary Design A.1.a) 2. Provide preliminary hydrologic and hydraulic design for the PROJECT A.1.a) 3. Prepare preliminary construction plans for the PROJECT A.1.a) 4. Prepare a preliminary construction estimate A.1.c Provide a Final Design A.1.b) 1. Provide final hydrologic and hydraulic design for the PROJECT A.1.b) 2. Prepare final construction plans for the PROJECT A.1.b) 3. Prepare a final construction estimate PAGE 7 OF 10 A.1.d Provide Contruction Services A.1.c) 1. Assist in the preparation of bidding documents A.1.c) 2. Provide responses to all Requests for Information A.1.c) 3. Review all submittals A.1.c) 4. Provide assistance during construction as needed PAGE 8 OF 10 AGREEMENT FOR ENGINEERING SERVICES FOR THE CITY OF OWASSO, OK CENTRAL PARK CHANNEL IMPROVEMENTS Responsibilities of the City Attachment C RESPONSIBILITIES OF THE CITY. The CITY agrees: CA Reports, Records, etc. To furnish, as required by the work, at no expense to the ENGINEER: C.1.1 Records, reports, studies, plans, drawings, and other data available in the files of the CITY that may be useful in the work involved under this AGREEMENT. C.1.2 Property ownership and documentation shall be provided. C.1.3 ENGINEER will reasonably rely upon the accuracy, timeliness, and completeness of the information provided by CITY. C.2 Access. To assist in providing access to public and private property when required in performance of ENGINEER's services. C.3 Staff Assistance. Designate the individual to act as its representative in respect to the work to be performed under this AGREEMENT, and such person shall have complete authority to transmit instructions, receive information, interpret and define CITY'S policies and decisions with respect to materials, equipment, elements and systems pertinent to the services covered by this AGREEMENT. C.3.1 Furnish staff assistance in locating, and operating any structures pertinent to said PROJECT. CA Review. Examine all studies, reports, sketches, estimates, specifications, drawings, proposals and other documents presented by ENGINEER and render in writing decisions pertaining thereto within a reasonable time so as not to delay the services of ENGINEER. PAGE 9 OF 10 AGREEMENT FOR ENGINEERING SERVICES FOR THE CITY OF OWASSO, OK CENTRAL PARK CHANNEL IMPROVEMENTS Compensation Attachment D COMPENSATION. The CITY agrees to pay, as compensation for services set forth in Attachment B, the following fees, payable monthly as each Phase of the work progresses; and within 30 calendar days of receipt of invoice. ENGINEER shall submit monthly invoices based upon percent of work completed. Invoices shall be accompanied by such documentation as the CITY may require in substantiation of the amount billed. D.1 Total Compensation. D.1.1 For the work under this project the total maximum billing including direct costs and subconsultant services shall be Sixty Six Thousand Seven Hundred Sixty Dollars and no cents ($66,760.00) which amount shall not be exceeded without further written authorization by CITY. D.2 Conditions of Pam. D.2.1 Payment shall be made based on a lump sum basis. PAGE 10 OF 10 O ty Wit out Limits. TO: The Honorable Mayor and City Council City of Owasso FROM: Roger Stevens Public Works Director SUBJECT: FY 2015 -2016 Street Rehabilitation Program Proposed Project Listing DATE: July 10, 2015 BACKGROUND: Annually, street rehabilitation sites are evaluated and selected based on a comprehensive assessment of roadway conditions. The selection process is aimed at maximizing the taxpayer's return on investment by increasing roadway lifecycle and minimizing future maintenance costs while enhancing overall roadway driving conditions and public safety. PRIORITY STREET REPAIRS /MAINTENANCE IDENTIFIED: In June 2015, the Public Works staff completed an update to the city's street inventory. The data collected for the model was adjusted to reflect changes in segment conditions and a new priority listing was generated. A map depicting the location of the proposed priority sites is attached for review. The estimated cost for the base project $1,762,699. In the event the bid comes in considerably less than the engineering estimate, staff has included four alternate sites as part of the proposed priority sites. PROJECT FUNDING: Funding for this project in the amount of $1,000,000 is included in the FY 2015 -2016 Capital Improvements Fund budget. In addition, fund 39 (1/2 penny sales tax initiative) has $765,975 allocated for this fiscal year's street repair program. As a result, total funding available for FY 2015 -2016 Street Rehabilitation Program is $1,765,975. PROPOSED ACTION: This item will be placed on the July 14, 2015, City Council worksession agenda for discussion. Upon City Council approval of the FY 2015 -2016 Street Rehabilitation Priority Projects, the Public Work's Engineering Division will proceed to complete the design and bid documents for the Street Repair project. Staff anticipates this project could be advertised in January, awarded in February, and completed by September 2016. ATTACHMENTS: A. Recommended FY 2015 -2016 Street Repair Location Map B. Priority Site List BASE BID PROJECTS 111 N. Main Street ALTERNATE BID PROJECTS 0 P.O. Box 180 Owasso, OK 74055 7/2�1s North THTS MAP TS FOR TNFORMATTON PURPOSE ONLY ANU TS NOT TNTENDED TO f1 p �7 REPRESENT AN ACCURATE AND TRUE SCALE. USE OF THIS MAP 1S WITHOUT 718.3 / 6.1500 WARRANTY OR REPRESENTATION BY CITY OF OWASSO OF ITS ACCURACY. FY 2015 -2016 Street Rehabilitation Project List (Base Bid) STREET FROM TO SUBDIVISION REPAIR TYPE OCI 1 N 126TH E AVE E 76th ST N E 76th PL N ELM CREEK EST. BASE REPAIR, OVERLAY 52.96 2 N 126TH E AVE E 76th PL N E 77th ST N ELM CREEK EST. BASE REPAIR, OVERLAY 51.84 3 N 126TH E AVE E 77th ST N E 77th PL N ELM CREEK EST. BASE REPAIR, OVERLAY 61.22 4 E 77TH PL N N 123rd E AVE N 126TH E AVE ELM CREEK EST. BASE REPAIR, OVERLAY 58.83 5 E 81ST ST N N 118TH E AVE N 119TH E AVE ELM CREEK I BASE REPAIR, OVERLAY 67.22 6 N 129TH E AVE E 80TH CT N E8 IST ST N ELM CREEK I BASE REPAIR, OVERLAY 67.58 7 E 80TH CT N N 118TH E AVE N 119TH E AVE ELM CREEK I BASE REPAIR, OVERLAY 70.81 8 N 124TH E AVE E81 ST ST N E81 ST PL N ELM CREEK EST. BASE REPAIR, OVERLAY 51.69 9 N 124TH E AVE E81 ST PL N E 82ND ST N ELM CREEK EST. BASE REPAIR, OVERLAY 57.56 10 N 124TH E AVE E 82ND ST N E 83RD ST N ELM CREEK EST. BASE REPAIR, OVERLAY 57.83 11 N 124TH E AVE E 83RD ST N N 124TH E AVE ELM CREEK EST. BASE REPAIR, OVERLAY 58.08 12 E 83RD ST N N 122ND E AVE N 124TH E AVE ELM CREEK EST. BASE REPAIR, OVERLAY 56.01 13 ALLEY #1 E 76TH ST N E 1ST AVE ORIGINALTOWN RECONSTRUCT 40.01 14 ALLEY #2 ATLANTA MAIN ST ORIGINALTOWN RECONSTRUCT 39.78 15 ATLANTA E 76TH ST N W 1ST AVE ORIGINALTOWN BASE REPAIR, OVERLAY 57.97 16 ATLANTA W 1ST AVE BROADWAY ORIGINALTOWN BASE REPAIR, OVERLAY 63.42 17 ATLANTA BROADWAY W 1ST ST ORIGINALTOWN BASE REPAIR, OVERLAY 61.72 18 ATLANTA W 1ST ST W 2ND ST ORIGINALTOWN BASE REPAIR, OVERLAY 59.06 19 ATLANTA W 2ND ST W 3RD ST ORIGINALTOWN BASE REPAIR, OVERLAY 61.86 20 W 1ST ST ATLANTA DEAD END ORIGINALTOWN RECONSTRUCT 40.08 21 BROADWAY ATLANTA DEAD END ORIGINALTOWN RECONSTRUCT 46.39 22 CARLSBAD W 5TH ST DEAD END HALE ADDITION RECONSTRUCT 40.00 23 E 99TH ST N N 116TH E AVE N 117TH E AVE BAILEY RANCH EST II CRACK SEAL, FOG SEAL 84.23 24 E 99TH ST N N 117TH E AVE N 117TH E AVE BAILEY RANCH EST II CRACK SEAL, FOG SEAL 82.36 25 E 99TH ST N N 117TH E AVE N 118TH E AVE BAILEY RANCH EST II CRACK SEAL, FOG SEAL 83.15 26 E 99TH ST N N 118TH E AVE N 119TH E AVE BAILEY RANCH EST 11 CRACK SEAL, FOG SEAL 84.22 FY 2015 -2016 Street Rehabilitation Project List (Base Bid) STREET FROM TO SUBDIVISION REPAIR TYPE OCI 27 E 99TH ST N N 119TH E AVE N 120TH E AVE BAILEY RANCH EST II CRACK SEAL, FOG SEAL 80.67 28 N 117TH E AVE E 99TH ST N E 100TH ST N BAILEY RANCH EST II CRACK SEAL, FOG SEAL 83.28 29 N 118TH E AVE E 99TH ST N E 100TH ST N BAILEY RANCH EST II CRACK SEAL, FOG SEAL 80.18 30 N 119TH E AVE E 99TH ST N E 100TH ST N BAILEY RANCH EST II CRACK SEAL, FOG SEAL 83.39 31 N 120TH E AVE E 99TH ST N E 100TH ST N BAILEY RANCH EST II CRACK SEAL, FOG SEAL 82.89 32 E 100TH ST N N 116TH E AVE N 117TH E AVE BAILEY RANCH EST II CRACK SEAL, FOG SEAL 81.22 33 E 100TH ST N N 117TH E AVE N 117TH E AVE BAILEY RANCH EST II CRACK SEAL, FOG SEAL 80.78 34 E 100TH ST N N 117TH E AVE N 118TH E AVE BAILEY RANCH EST II CRACK SEAL, FOG SEAL 78.53 35 E 100TH ST N N 118TH E AVE N 118TH E AVE BAILEY RANCH EST II CRACK SEAL, FOG SEAL 77.69 36 E 100TH ST N N 118TH E AVE N 119TH E AVE BAILEY RANCH EST II CRACK SEAL, FOG SEAL 80.67 37 E 100TH ST N N 119TH E AVE N 120TH E AVE BAILEY RANCH EST II CRACK SEAL, FOG SEAL 80.64 38 E 100TH ST N N 120TH E AVE DEAD END BAILEY RANCH EST II CRACK SEAL, FOG SEAL 81.42 39 N 117TH E AVE E 100TH ST N E 101ST ST N BAILEY RANCH EST II CRACK SEAL, FOG SEAL 82.72 40 N 114TH E AVE E 101ST ST N E 102ND ST N BAILEY RANCH EST II CRACK SEAL, FOG SEAL 83.19 41 E 101ST ST N N 114TH E AVE N 117TH E AVE BAILEY RANCH EST II CRACK SEAL, FOG SEAL 82.36 42 N 114TH E AVE E 101ST ST N E 102ND ST N BAILEY RANCH EST II CRACK SEAL, FOG SEAL 80.72 43 E 102ND ST N GARNETT RD N 114TH E AVE SAWGRASS PARK I CRACK SEAL, FOG SEAL 86.86 44 E 102ND ST N N 114TH E AVE N 115TH E AVE SAWGRASS PARK I CRACK SEAL, FOG SEAL 83.58 45 N 114TH E AVE E 101ST ST N E 102ND ST N SAWGRASS PARK I CRACK SEAL, FOG SEAL 84.36 46 E 102ND ST N N 115TH E AVE E 102TH ST N SAWGRASS PARK I CRACK SEAL, FOG SEAL 84.11 47 E 102ND ST N E 102TH ST N E 103RD ST N SAWGRASS PARK I CRACK SEAL, FOG SEAL 84.28 48 N 115TH E AVE E 102ND ST N E 103RD ST N SAWGRASS PARK I CRACK SEAL, FOG SEAL 83.19 49 E 103RD ST N N 115TH E AVE N 116TH CT E SAWGRASS PARK I CRACK SEAL, FOG SEAL 82.19 50 E 103RD ST N N 116TH CT E E 102ND ST N SAWGRASS PARK I CRACK SEAL, FOG SEAL 82.67 51 N 116TH CT E E 103RD ST N CUL -DE -SAC SAWGRASS PARK I CRACK SEAL, FOG SEAL 82.03 52 E 102ND ST N E 103RD ST N N 117TH E AVE SAWGRASS PARK I CRACK SEAL, FOG SEAL 83.81 FY 2015 -2016 Street Rehabilitation Project List (Base Bid) STREET FROM TO SUBDIVISION REPAIR TYPE OCI 53 N 117TH E AVE E 101ST ST N N 102ND ST N SAWGRASS PARK I CRACK SEAL, FOG SEAL 82.06 54 E 102ND ST N N 117TH E AVE N 118TH E AVE SAWGRASS PARK I CRACK SEAL, FOG SEAL 84.42 55 N 118TH E AVE E 100TH ST N E 102ND ST N SAWGRASS PARK I CRACK SEAL, FOG SEAL 81.11 56 N 118TH E AVE E 102ND ST N E 104TH ST N SAWGRASS PARK I CRACK SEAL, FOG SEAL 83.11 57 E 104TH ST N N 118TH E AVE N 117TH E AVE SAWGRASS PARK I CRACK SEAL, FOG SEAL 82.64 58 E 104TH ST N N 117TH E AVE N 116TH E AVE SAWGRASS PARK I CRACK SEAL, FOG SEAL 81.58 59 N 116TH E AVE E 104TH ST N E 105TH ST N SAWGRASS PARK I CRACK SEAL, FOG SEAL 83.22 60 N 117TH E AVE E 104TH ST N E 105TH ST N SAWGRASS PARK I CRACK SEAL, FOG SEAL 83.56 61 N 114TH E AVE E 102ND ST N E 105TH ST N SAWGRASS PARK I CRACK SEAL, FOG SEAL 84.78 62 E 105TH ST N N 114TH E AVE N 115TH E AVE SAWGRASS PARK I CRACK SEAL, FOG SEAL 82.22 63 N 115TH E AVE E 103RD ST N E 104TH ST N SAWGRASS PARK I CRACK SEAL, FOG SEAL 84.33 64 E 104TH ST N N 115TH E AVE N 115TH PL E SAWGRASS PARK I CRACK SEAL, FOG SEAL 84.51 65 N 115TH PL E E 104TH ST N E 105TH ST N SAWGRASS PARK I CRACK SEAL, FOG SEAL 84.42 66 E 105TH ST N N 115TH PL E N 116TH E AVE SAWGRASS PARK I CRACK SEAL, FOG SEAL 84.92 67 E 105TH ST N N 116TH E AVE N 117TH E AVE SAWGRASS PARK I CRACK SEAL, FOG SEAL 84.86 68 E 105TH ST N N 117TH E AVE N 118TH E AVE SAWGRASS PARK I CRACK SEAL, FOG SEAL 85.01 69 N 115TH E AVE E 104TH ST N E 105TH ST N SAWGRASS PARK I CRACK SEAL, FOG SEAL 84.61 FY 2015 -2016 Street Rehabilitation Project List (Alternate Bid) STREET FROM TO SUBDIVISION REPAIR TYPE OCI 70 E 91St ST N N 138TH E AVE N 139TH E AVE NOTTINGHAM V CRACK SEAL, FOG SEAL 81.89 71 N 139TH E AVE E 91ST ST N E 92ND CIR N NOTTINGHAM V CRACK SEAL, FOG SEAL 83.47 72 E 92ND CIR N N 139TH E AVE CUL -DE -SAC NOTTINGHAM V CRACK SEAL, FOG SEAL 82.89 73 N 139TH E AVE E 92ND CIR N E 93RD CIR N NOTTINGHAM V CRACK SEAL, FOG SEAL 81.69 74 E 93RD CIR N N 139TH E AVE CUL -DE -SAC NOTTINGHAM V CRACK SEAL, FOG SEAL 81.97 75 N 139TH E AVE E 93RD CIR N E 94TH ST N NOTTINGHAM V CRACK SEAL, FOG SEAL 78.42 76 E 94TH ST N N 139TH E AVE N 138TH E AVE NOTTINGHAM V CRACK SEAL, FOG SEAL 83.03 77 N 138TH E AVE E 94TH ST N N 137TH CT E NOTTINGHAM IV CRACK SEAL, FOG SEAL 80.47 78 N 138TH E AVE N 137TH CT E E 96TH ST N NOTTINGHAM IV CRACK SEAL, FOG SEAL 80.22 79 N 137TH CT E N 138TH E AVE CUL -DE -SAC NOTTINGHAM IV CRACK SEAL, FOG SEAL 83.06 80 N 139TH CT E N 138TH E AVE CUL -DE -SAC NOTTINGHAM IV CRACK SEAL, FOG SEAL 83.03 81 E 102TH ST N N 118TH E AVE N 119TH E AVE SAWGRASS PARK II CRACK SEAL, FOG SEAL 86.02 82 E 102TH ST N N 119TH E AVE N 120TH E AVE SAWGRASS PARK II CRACK SEAL, FOG SEAL 86.56 83 N 118TH E AVE E 104TH ST N E 105TH ST N SAWGRASS PARK II CRACK SEAL, FOG SEAL 85.69 84 E 105TH ST N N 118TH E AVE N 119TH E AVE SAWGRASS PARK II CRACK SEAL, FOG SEAL 84.28 85 E 105TH ST N N 119TH E AVE N 120TH E AVE SAWGRASS PARK II CRACK SEAL, FOG SEAL 85.22 86 N 119TH E AVE E 102ND ST N E 105TH ST N SAWGRASS PARK II CRACK SEAL, FOG SEAL 84.53 87 N 120TH E AVE E 102ND ST N E 105TH ST N SAWGRASS PARK II CRACK SEAL, FOG SEAL 86.16 88 E 105TH ST N N 118TH E AVE N 118TH E AVE SAWGRASS PARK II CRACK SEAL, FOG SEAL 85.39 89 E 101ST ST N N 100TH E AVE N 102ND E AVE HONEY CREEK II CRACK SEAL, FOG SEAL 89.56 90 N 102ND E AVE E 101ST ST N DEAD END HONEY CREEK II CRACK SEAL, FOG SEAL 88.86 91 E 101ST ST N N 102ND E AVE N 103RD E AVE HONEY CREEK II CRACK SEAL, FOG SEAL 87.08 92 N 100TH E AVE E 100TH PL N E 101TH ST N HONEY CREEK II CRACK SEAL, FOG SEAL 88.72 93 N 101ST E AVE E 100TH ST N CUL -DE -SAC HONEY CREEK II CRACK SEAL, FOG SEAL 87.69 94 E 100TH ST N N 101ST E AVE N 102ND E AVE HONEY CREEK II CRACK SEAL, FOG SEAL 86.03 95 N 102ND E AVE E 99TH ST N E 100TH PL HONEY CREEK 11 CRACK SEAL, FOG SEAL 86.97 FY 2015 -2016 Street Rehabilitation Project List (Alternate Bid) STREET FROM TO SUBDIVISION REPAIR TYPE OCI 96 E 100TH PL N N 102ND E AVE CUL -DE -SAC HONEY CREEK II CRACK SEAL, FOG SEAL 85.25 97 E 99TH ST N N 102ND E AVE N 103RD E AVE HONEY CREEK II CRACK SEAL, FOG SEAL 88.64 98 N 102ND E AVE E 100TH PL N E 100TH ST N HONEY CREEK II CRACK SEAL, FOG SEAL 87.89 99 N 103RD E AVE E 99TH ST N E 100TH ST N HONEY CREEK II CRACK SEAL, FOG SEAL 89.36 100 N 103RD E AVE E 100TH ST N E 101ST ST N HONEY CREEK II CRACK SEAL, FOG SEAL 88.03 101 E 101ST CT N N 102ND E AVE CUL -DE -SAC HONEY CREEK II CRACK SEAL, FOG SEAL 89.75 102 N 102ND E AVE E 101ST CT N E 101ST ST N HONEY CREEK II CRACK SEAL, FOG SEAL 89.44 103 N 102ND E AVE E 100TH ST N E 101TH CT N HONEY CREEK II CRACK SEAL, FOG SEAL 87.85 104 E 100TH ST N N 103RD E AVE N 107TH E AVE HONEY CREEK II CRACK SEAL, FOG SEAL 82.22 0 V 9 The City Wit out Limits. TO: The Honorable Mayor and City Council City of Owasso FROM: Linda Jones, Finance Director SUBJECT: Proposed OPWA Rate Increases DATE: July 10, 2015 BACKGROUND: The Owasso Public Works Authority provides water, sewer, and refuse for the City of Owasso. While the cost of providing service has increased annually, the sewer rates charged to customers have not increased since 2012. Increased costs such as labor and capital have not been recovered by the City. As a result, on an accrual basis, the City of Owasso averaged a $338,000 (10 %) net operating loss in sewer operations over the past three years. In order for the City to begin the process of recovering increased costs, staff proposes effective October 1, 2015, a fifty -cent monthly sewer base increase plus an additional thirty cents per thousand gallons. The proposed average increase to residential sewer customers would be $2 per month or $24 per year. The rate increase is estimated to generate an additional $250,000 annually. Additionally, the Owasso Public Works Authority purchases treated water from the City of Tulsa. On March 31, 2015, the City of Tulsa notified Owasso of a water rate increase effective October 1, 2015. Rates for water purchased by the OPWA from the City of Tulsa will increase by 7% again this year. This is the sixth consecutive annual 7% rate increase by the City of Tulsa. While the past five years, the City of Owasso has only passed on the increased cost of water to customers, other increased costs of labor, supplies, and capital have been absorbed by the OPWA. As a result, the OPWA fund balance is being depleted. In order for the OPWA to recover increased costs, staff proposes a rate increase of forty -four cents per thousand gallons of water usage to customers inside the city limits plus the respective monthly increase based on the size of meter effective October 1, 2015. Staff further proposes that rates for customers outside the city limits continue to be 20% more than rates for customers within the city limits in accordance with the previous OPWA resolution establishing the different rate structures for customers outside the city limits. Staff further recommends doing a more comprehensive rate study prior to adoption of next year's budget to enable preparation of a recommendation to bring all utility services into a net positive cash flow position over the next three years. ATTACHMENTS: Utility Bill Comparison OPWA Total Utility Bills Single Family Residential Customers 2,000 gals. sewer 5,000 gals. sewer 8,000 gals. sewer 3,000 gals. water 7,000 gals. water 12,000 gals. water Low Usage: Avg Usage: High Usage: Usage: Water gallons Sewer gallons Current Rate Billing: Water Sewer Refuse Ambulance Total 3,000 7,000 12,000 2,000 5,000 8,000 $ 21.54 $ 41.97 $ 67.77 12.87 21.72 30.57 13.95 13.95 13.95 4.00 4.00 4.00 $ 52.36 $ 81.64 $ 116.29 Proposed Rate Billing: Water $ Sewer Refuse Ambulance _ Total $ Percentage increase 22.86 $ 45.05 $ 73.05 13.97 23.72 33.47 13.95 13.95 13.95 4.00 4.00 4.00 54.78 $ 86.72 $ 124.47 4.62% 6.22% 7.03% Utility Bill Comparison $140 $120 $124.47 $116.29 $100 $80 $86.72 $81.64 $60 $40 $52.36 $54.78 $20 $0 Low Usage: Avg Usage: High Usage: 3,000 gals. water 7,000 gals. water 12,000 gals. water 2,000 gals. sewer 5,000 gals. sewer 8,000 gals. sewer Total monthly bill for city single - family residential customers OCurrent Rate 0Proposed Rate