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HomeMy WebLinkAboutResolution 546 - Jackson Oaks TP PLANNING COMMISSION ItESOLtJ"LION NO, 546 A RESOLUTION GRANTINC3'1'1~N`I'A`l'IVE PLAN API'ROVAI_, FOR A TEN~T'A'I~TVIa SUBDIVISIt.)N (Applicant {s) :`T'wirl Creeks Development L.L.C. } ( 37 2W 03C, Tao Lot 206 and 37 2W 03CC, "1'ax Lot 100 } Recitals 1. Applicant(s) has/have submitted an application for tentative plan approval far aland par-titiozl on a 3.33 -acre parcel, located Tulane Avenue in the City of Central Point, Oregon. 2. On June ~, 2002, the Central Point Plaruzing Cornrnissionconducted aduly-noticed public hearing on the application, at which time it reviewed the City staff reports and heard testimony and coznznents on the application. Now, therefore; BE IT RESOLVED BY THE PLANNING COMMISSION OF THE CITY OF CENTRAL POINT, OREGON, AS FOLLOWS: Section 1. ApprovalC__~~iteria. The r equiren-rents for approval of land partitions and tentative plans are set foz•th in CPMC Title 16 and 17, relating to informational requirements, zoning, lot dimension, access, and similar requirements. Section 2. Finding and Conclusions. The Planning Commission finds and determines as follows: A. Tentative Plan Requirements. The application and tentative plan are in the correct form and contain all of the information required by CPMC 16.10. B. Area azxd Width of Lot. This partitioning in an TOD-I.MR zone would create 12 parcels. All parcels meet the minimum az•ea { 5,000 square feet for interior lots and 5,000 square feet for corner lots} and width (50 feet for interior lots and 50 feet for corner lots) requirements for lots in the TOD-LMR zone as set forth in CPMC 17.65, and such parcels meet the general requirements for lots contained iza CPMC 16.24.050. Section 3. Conditional Approval. The application for tentative plan for land paz-tition herein is hereby approved, subject to the conditions set forth on Exhibits "A" arld "B" attached hereto by reference incorporated herein, imposed under authority of CPMC Chapter 16.36. Plattr~ing Commission Resolution No. _546 (080420E}2} 1-'assed by the Planning Coi~~i~lissioi~ aald si~~~cc~ by one iii autl~ee7tieatic~« of its passage this ~~"4 clay of _ ~,~., ,n~_ , 2002. J Planning Coi~linission Chair . _p,i.,.,......_ ..r ---- ---- day of ~--•~ , 2002. Planning Commission Chair Planning Comm"sssian Resolution No. ,546 (06042002) exhibit "A" PLA.NNI<NG DEPARTMENT RECOII'IMENDED CONDI')<'IONS Off' APPROVAL 1. Prior fo final plat approval, the applicant shall submit to the City a copy of the proposed covenants, conditions and restrictions {CC&Rs) for Unit i of the Jackson Oaks Subdivision. 2. The applicant shall comply with all requirements of affected public agencies and utilities as they pertain to the development of the Unit l of the .lackson Oaks Subdivision. Evidence of such compliance shall be submitted fo the City prior to final plat approval. 3. The applicant shall comply vcrith all federal, state and local regulations, standards and requirements applicable to the development and c©nsfruction of the Unit 1 of the Jackson Oaks Subdivision. H:1P{anning1Q2021.wpd Exhibit "B" ca~~r~ o~ C.~rrrx~c., r o~.rr ~c D.L'~'A~?'IV1"E.~TT OT ~'U~3.£.IC W(~.R~~ STAFF It,~'P(?R~'' To: Date: Froject: Location: Legal: Toning: Units: Report By: Purpose Central Point Planning Commission June 4~, 2oa~ Jackson f?aks Subdivision, Phase I Taylor Road, Central Point, Oregon 37 2W o3CG-loo, 37 2W o3C-tab TOD, LI+~It iz Public Works Department Provide information to the Planning Commission and Applicant regarding Public Works standards and proposed new standards to be included in the design. Gather inforrnatiozz from the ApplieantlEngineer regarding proposed development. Public Works Staff Report will be subject to change until Construction Drawings are reviewed and approved. Special Cozzditions Taylvr Rnad along the frontage of the subject property is a aural road that does not meet City or County urban standards. The road will need to be improved, as a minimum, to meet City standards. The Developer will be responsible for, as a minimum, all "half- street" improvements to Taylor Road along the proposed development's property frontage with Taylor Road, and any applicable taper ar end sections. The improvements include, but are not limited ta, street section, curbs, gutters, sidewalks, an irrigated landscape buffer, bike lanes/ways, street lighting, storm drainage, and traffic control and delineation, which shall be ~coardinated and approved by the 3G Roads and the City PWD. The planned street section for Taylor Road will have acerb-to-curb width ranging from 50 to 72 feet. The City PWD is recommending that these improvements be constructed as part of the development subject to the "time triggers" applicable to alt TOD developments. It is the recommendation of the City of Central Point Department of Public Works that the water connection which will supply Jackson Oaks, Phase I be made at the intersection of Taylor Road and Sunland Avenue. A cof7nectian with the newly placed l~" Ductile Iron waterline on Taylor Road woald present nun~.erous Central Point Residence with the opportunity to be provided with City of Central Point Water. 2. Tulane Avenue along the frontage of the subject property is a rural road that does not meet City or County urban standards. The road will need to be improved, to a degree accepted bath by the City of Central Point PWD and the Jackson County Road Department. The Developer will be responsible for, as a minimum, all "half street" improvements to Tulane Avenue along the proposed development's property frontage with Tulane Avenue, and any applicable taper or end sections. The irraprovernentsmcy include, but are not limited to, street section, curbs, gutters, sidewalks, bikeways, street lighting, storm drainage, and traffic control and delineation, which shall he coordinated and approved by the JC Roads and the City PWD, and designed and constructed at the expense of the Developer as part of the development of the proposed subdivision. h'urthermore, Jackson County currently has an "open" drainage ditch that drains along Tulane Avenue. It is the recorr~mendation of the PWD tl-at is drainage facility be retrof tted and maintained to provide an adequate level of service until such a time the above-described improvements are completed. As may be requested by the Developer, and as approved by the City Administrator and/or JC Roads, the Developer may defer any or all of the required improvements along Tulane Avenue until a later date. If any or all of the improvements are to be deferred to a later date, then the Developer will be required to enter into a suitable deferred imgroverrrent agreement with the City and/or Jackson County for the "half street" improvements. General l . Applicant shall submit to the City's Public Works Department (City's PWD) for review and approval, plans and specifications for all improvements proposed for construction or modifications within the City or public rights-of--ways and easements. 2. Public improvements include, but are not limited to, streets (including sidewalks, curbs and gutters); storm drainage and sanitary sewer collection and conveyance systems; water distribution system (up to the service meter and including £ire protection}; street lighting; and traffic control devices, street signs and delineation. 3. All construction of public improvements shall conform to the City's Public Works Standard Specifications and Details (City PWD Standards) and other special specif cations, details, standards, and/or upgrades as may be approved by the City's Public Works Director. " kcfroaOaAr, Pharr! 4. During construction, changes proposed by the Developer shall be submitted in writing by the Developer's engineer to the City PWD for approval prior to installation. 5. No construction shall conunence until the City PWD has reviewed, approved, and issued a Public Works permit for the proposed improvements. 6. The Applicant shall pay for all costs associated with the design and installation of the improvements specif ed on the approved plans. 7. Applicant shall provide copies of any permits, variances, approvals, and conditions as may be required by other agencies, including, but not limited to Oregon Department of Fish and Wildlife (DFW), Oregon Department of Environmental Quality (DEQ), Oregon Division of State Lands (DSL), U.S. Army Corps of Engineers (ACOE}, affected irrigation districts, and Jackson County Road and Park Services Department (JC Roads). $. Prior to approval and acceptance of the project, the Developer's engineer or surveyor shad provide the Public Works Department with a digital drawing of the construction "as- builts" in an AutoCAD compatible format. As-built drawings are to be provided to the City which provide "red-line" changes to final approved construction plans which identify the loco#ions and or elevations (as appropriate) of actual installed items, including, but not limited to, invert, inlet, and rim elevations; spot elevations identified on drawings; road alignment; water lines, valves, and fire hydrants; water and sewer lateral stationing; modifications to street section; manhole and curb inlet locations; street Tight locations; other below grade utility line locations and depths; etc. Provide a "red-line" hard copy (on Mylar) of construction drawings, and an acceptable AutoCAD compatible drawing electronic f le to the City at completion of construction. 9. The Applicant's engineer or surveyor shall provide to the Public Works Department a drawing of the recorded Final~Plat map reproduced on Mylar and in an acceptable electronic farm in AutoCAD format. 'T'he Final Plat shall be tied to a legal Government corner and the State Plane Coordinate System. ~. l4. All elevations used on the construction plans, on temporary benchmarks, and on the permanent benchmark shall be tied into an established City approved benchmark and be la~randa,~ ohak! so noted on the plans. At least one pernxanent Benchmark shall be provided for the proposed development, the location of which shall be as jointly determined by the City PWD and the Developer's surveyor. 11. All fi11 placed in the development shall be "engineered fill", and compacted to City standards. Ail existing concrete, pipe, building materials, structures, clear and grub materials, and other deleterious materials shall be removed from the site and either recycled or properly dzsposed of in accordance with the requirements of the Oregon Department of Environmental Quality. 12. Identify easement dedications and widths on the Plot Plan. 13. Easements for City infrastructure (i.e. sanitary sewer, water, and storm drain} must be a rxiinimum of 15-feet wide, and should not split lot lines. Easements for storm drainage, sanitary sewer, and water lines should be dedicated. to the City and not just a P.U.E. Centerline of buried infrastructure shall be aligned a minimum of five (5} feet from the edge of the easement. 14. AiI design, construction plans and specif cations, and as-built drawings must be prepared to acceptable professional standards. 15. All street and water improvement plans must be approved in writing by Fire District 3 prior to review by the City's PWD. 16. If the proposed development places structures within the 100-year flood zone, how does the placement of these structures modify the flood zone? What affect will it have on the flood plain elevation and flood zone boundary, and what affects will the modification of the flood plain elevation and flood zone boundary have on the existing facilities and properties surrounding the proposed development. 17. Prior to the City PWD final approval of the construction plans for the proposed improvements, the following must be submitted: ^ A copy of written approval from Fire District 3 of the final street and water system improvement Mans for the proposed development. ^ The plans relating to the sanitary sewers must be approved in writing by lacttaril~~r Pharrl BGVSA, and the appropriate signature blocks must be caznpleted oz~ the plans. ^ Copies of written approvals and/or permits from the various agencies involved: DSL, Dl;'W, DEQ, and/or ACDE. 18. Field verify all existing infrastructure elevations at~d locations (i.e. pipe inverts, curb elevations, street elevations, etc.), to which the proposed subdivision will connect into existing improvements, prior to final construction plan design. 19. The Applicant's engineer shall provide suitable engineering certification and justification (i.e. calculations, analyses, plots, etc.,) that all connections to existing infrastructure (i.e. street; water, sanitary sewer, storFxa drain systems; natural drainage systems; etc.,) will not interfere with the effective level of service or operation of the infrastructure facilities, and that the existing infrastructure facilities have adequate capacities to accoanrzzadate the flows and/or demands irripased on the existing infrastructure as the result of the connection of the proposed development's infrastructure. 2Q. The accurate locations of all water lines and the natural gas mains (and any associated appurtenances}, and the location of the associated easements with these facilities, shall be accurately portrayed (both horizontally and vertically} on the construction plans and final plat. 21. Overhead power lines. Coordinate efforts with Pacif c Power and Light to convert overhead electrical power facilities to underground facilities, prior to the acceptance by the City PWD of the public improvements associated with the proposed development. All agreements and costs associated with the conversion of the electrical power facilities from overhead to underground facilities shall be by and between Pacific Power and Light and the Developer. S#ree#sl'I'raffic 1. Construction drawings for this Tentative Pian shall include a Street Lighting Plan and Traffic Control Plan in accordance with the requirements of the City PVt7D. The construction drawings shall include clear vision areas designed to meet the City's PWD Standards. 25-foot unobstructed sight triangle areas shall be required at all uncontrolled intersections. 55 feet shall be required at arterial intersections. Jactiaa~lr, Plraal 2. The City FWD shall, at the cost of the Developer, evaluate the strength of the native soils and determine the street section designs in accordance with the Gity P WD Standards. The City's engineering staff or selected engineering consultant (at Developer's expense), shall evaluate the strength of the native soils and determine the street section designs in accordance 3. The applicant shall construct all necessary street improvements to (i.e. curbs, gutters, sidewalks, street construction and paving, storm drains} or shall enter into a suitable deferred improvement agreement with the City for their future construction. Storm Drainage 1. Applicant's engineer shall determine how SD system will work during a 10-year event. System must be designed to adequately drain 10-year storm without surcharging or must be provided with adequate s#orage to pre vent surcharging. 2. Prior to construction plan approval of the improvements for this Site Plan, the Applicant' engineer shall provide the City PWD with a complete se# of hydrologic and hydraulic calculations and profile plots for sizing for SD system. The engineer shall use the rainfalllintensity curve obtained from the City FWD for hydrologic calculations, and the negotiated run-off parameters. 2. The SD system shall be designed to carry runoff from a 10 year storm event if Q<100cfs. Use runoff for 54 year storm if Q> 100 or <200cgs. Use 100 storm runoff if Q is >240cfs. 4. Deed restriction or CC&Rs shall include a covenant or restriction that prohibits the introduction of substances other that storm water, irrigation water, or fresh water into any private or public storm drain system. S. Roof drains and under drains shall not be directly connected to public storm drain lines, and shall drain to the street at the curb line, whenever passible. Lots should be raised if necessary. Building foundation under drains (and these type of facilities only) may drain to private storm drain lines that discharge onto the streets, or into a s#orm drain curb inlet or manhole only; must be approved beforeaconstructian by the City PWD; and must be identified and accurately portrayed on as-built drawings. laGflanOa,~ ~iar~! 6. Storm water run-off from the proposed development into any public SD systerrt shall be minimized and be as approved by the City PWD. Sanitary Sewer l . All sanitary sewer collection and conveyance system (SS System} design, construction and testing shall conform to the standards and guidelines of the Oregon DEQ, 1990 APWA Sta~adards, Oregon Chapter, Beam Creek Valley Sanitary Authority (BCVSA}, acrd the City PWi7 Standards, where applicable. Cf Applicant shall make applzcatian for sewer service and construction with BCVSA. A Public Works Permit will be required to construct sewer within the street 1~OW. O The construction plans and the as-built drawings shall identify lateral stationing for construction of sewer laterals. Water System Existing Infrastructure ^ 12" Ductile Iron Waterline (Taylor Road} 1. Applicant shall provide properly sized service lines to the buildings in accordance with the Oregon State Plumbing Specialty Gode. Applicant shall pay any associated casts with up sizing the meter ar tap required to serve the buildings. 2. Each building shall be served by a separate water meter. 3. Provide construction drawings for the relocation of the fire hydrants. Steamer ports at hydrants located in the complex shall face the buildings. Fire hydrants shall be protected from vehicle damage and encroachment. 4. Specil'icatians for the design and constructiot of the water system shall be in accordance with City PWD Standards. Ja~Oa~ Phairl 5. Lateral i connection stationing and size shall be provided az~ construction plans and as-built drawings. ;. ~ Developer shall comply tivith Oregon Health Division (OHD) and City requiren;~ents far backflo~r prevention. An OHD approved backflow prevention assembly shall be installed immediately downstream of the grater meter serving each dwelling unit. 7. Construction drawings shall include the size, type, and location of all water mains, hydrants, air valves, sezvice connection, and other appurtenance details in accordance with City PWD Standards and as required by the Ciry PWD. 8. All connections to the water supply system must comply with OHD requirements. Water will not be "twined on" by the City until such requirements have been met to the satisfaction of the City's designated inspector (currently the Jackson County plumbing inspector). 9. Water system shall be tested in accordance with City PWD Standards and requirements at Developer's expense and must be approved by the City. Site work, Grading and Design, and Utility Plans Applicants shall provide a gradinglpaving plans} with the construction drawing submittal to the City P.D. Plan(s) shall illustrate the location and elevations of the base flood event flood zone and flood way of streams in proximity to the development (if applicable}; curb elevations; finish grades; and building pad and lowest floor elevations. 2. All structures shall have roof drains, area drains, and/or crawl spaces with positive drainage away from the building. Drain lines shall be connected to the curb and gutter and discharge from the curb face. 3. Applicants shall provide the necessary "rough" lot grading to assure that all Tats will drain properly fa the curb and gutter, or to a drainage system that drains to the curb and gutter. Ja~Fio~Oatr, ffiau/ 4. Provide the City with copies of any required permits and approvals (including any trritigating requirements or conditions} front DSL, DEQ, and ACOE (including any mitigating requirements}, for any required wetland ar flood hazard mitigation wozk to be performed as part o#'the proposed development. 5. Grading plans trust have originaUexisting grades and f nal grades plotted on the plan. Typically, existing grade contour lines are dashed and screened back, arrd final grade contour lines are overlaid on top of the existing grades and are in a heavier line width and solid. Contour lines must be labeled with elevations. 6, Need to place streetlights on plans, with table indicating stationing and offsets. 7. Provide City with a utility plan approved by each utility company, which reflects all utility crossings, #ransformer locations, valves, eta 8. Utility locations must be accurately depicted on the as-built drawings, or as a separate set of drawings attached to the as-built drawings. Iitights of WayslEasements 1. All easements for irraprovements dedicated to the City shall have a mininnum 15 foot width and shall be located (whenever possible) contiguously along the exterior boundaries of properties and shall not split lot litres. Public utility easements shall have a minimum width of 10 feet. 2. The City will xequire a SO-foot ROW width on local streets and 60 foot ROW on collector streets. 3. Applicants shall comply with all existing easement owner requirements regarding any proposed development that may overlap any existing easement. Any development proposed which overlaps or alters an existing easement must be approved by the easement's owner in writing, and a copy of that written approval must be submitted to the City P.D, prior to submission of construction plans for City P.D. review and approval. ~. All existing easement locations and those proposed for this development shall be shown Ja~iDaOaA~ Phar~l on the f nal plat with reference to the recordation number ~~d Grantee. ~'- :;:• ~~~~~~ - TO PUBLIC '~[3~S S'T'A ~ +` SPORT JACK54N OAFS SUBATV~SJON, PSA,SE I ~~~ ~~ 2002 • - Omit the following from the Public Works StaffRepoxt for Jackson Oaks Subdivision, Phase I, dated June ~, 2002. - ~ - . ' ~ ~ ~ - - . -Delete in it's entirety iSpecial Condition #1, as referred to on page 10 v, f the City of Centrat Paint J'lanning Commission Agenda for,Ticne ~, 2002. ~ .: .. . . Delete in it's entirety Water System paragraph # 6, as referred to on page I7' of the,City of Central Point Planning Commission .~gendu for .Tune 4, 2002: