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HomeMy WebLinkAboutResolution 537 - Cascade Meadows Zone Map Change~_ ~ ,.~~~ 1'I,ANNINCJ C~C7^.i'~~ii~~TON tai tit}i.l._'"1"'t:)N 1`~i), 537 A 1i1SUl.,U 11CJN 4.J1'4~,..~1.4 1 ~l`l~ .f'1,tJ~.~~;.~.( )~~i~l.., lJ.l~~ ~.r..,~ I ~', ~'~ `~ d~l'YL~+,. d~~~e~S.!`4, ~1,~~1 ~VN~; ~l"'i..~J C1-IANCil;1~(71~'l~1-11-~J C'~SC"~~C> ~Rl ;~I)C)'~~'~ l~! 1~1)l~'I~i{)N GNU 1'I~~~"~!1 i~ iJNI~~.. 1`71 ~: ~'"! ~ I .C~ i ~ ~~l l ~:'~; l~" (Applicant (s) : it~ic~l~,i~~l ;1. Mor~terc> (37 2W 11 C, I <<~. l..ot 950(? } Ilccit~t~s 1. Aplalicrrnt~s) has/have strbrrrtted ~n a~+l•+l i ~ anon l`trr Master plrrra approval fora 20.50 -acre parcel, located North. o1°13eall Lane and. West of 2 ligl~way 99 in the City of Central Point, ()r°ef;on, 2. On 1~'cbr~.r~:ry 5, 2002, the Central Point ~'larvrin Cor7~rnrissior~ conducted. a duly-noticed public 13earirl or1 the al,~lieation, at which tir~ae it reviewed tl•re City staff reports and heard testirz~ony and. ct~mrnents ors the application. Now, tI~c~ c l'oz e; I3}~ IT RL~c~LV) .D I3Y `I"1-1F., T'I.,ANN[NCr CC7~MMISSI(~N Cep Tl-CP; CI~I'~'' t~I' Cl~NTRAI, 1'0111"~", 0121~GC-N, ,1~ 1 C1.,Lt)WS: Section 1, A~~roval C' ~ ~ t~ri~~. '1~'he relluia t:rnc,~ts for approval o'f lar~el p~irt i ~ i c ns and ter•rtative plar~rs are set Earth in CPMC Ti (le 16 a,1~~117, relatir~~ to in I ~r•rnational requirements, zon i~ ~~, lot dimension, access, and similar require~~ren:. Sectior~r2_I ~~~'i~,_andC~~~~clu,°~,>>~. II~~PI Sri,~~;>.C._~n~~~issronfndsanddeterinir~esasl~llows: A. Zone '~~ ~,1i~~tn~l~i~ci~t_s. Ther~l~~lication lnd t~n'.~,'~. eplan arc in the correct form and contain all o~f~.he i~~f~rrnation required by ~~JPMC 17.88 13. Plant~edUl~:i_1)~~~;loprner~tandTentrativeSul~rliuision.Kequir~:i~~c~lts. "1"l~eapple~rtion and tentative pla~1 are in the correct farm anal L { ~ n ~ t u n r~l' ~rfthc i ~~ 1 {,rm <~ ~ i oar required by CPMC 16.10 atld 17,68. C. 1r~•<<~ind ~,~, icli!-.1~I 1 tit, Thispartitionirz~;inanTt~l~-LMR./R-1-~ zor~ewould.create I.OS 5in~lc l~'~i~nil~~ I [omes and 22 Town homes. All Parcels~~ccttheminimurnareaandwidti~ r~~ruir~nr~•r~ts~Forlotsir~tltcTC7I7-LMR zor~easset forth in CPMC 1.7.65.1:40, rend such parcels n~reet the ,_~:1,.~ rail requirements for lots contained in CPMC 16.240050, wc'ti ~ >n _(~'; ~'~ i l: 'oral ~Ap royal. The application for tcnt~iti~~ c hl~, n for land partition herein is Planning commission Resolution Ncr. „,537 (020524£)2 } hereby approved, subject to the conditions set fo~~th oil 1-axhibits "~.", "13" anti "C" attached he:rcto by reference incorporated herein, imposed u~~der authority of CPMC Chapter 1 G.3G. Passed by the Planning Commission a~1d signed by il~e in autaentication of its passage this ~~"`" day of ~'~l~ v.r_ ~ ~ , 2002. •~ ~'~ , , Planning Co~nn~ission Chair `~ ~ day of ~-~~~ ~-~- 2002. /~ Planning Commission Chair Planning Commission Resolution No. _537 (02052002 ) A'T"TEST: EXHIBIT "A" PLANNING DEPARTMENT RECOMMENDED CONDITIONS OF APPROVAL A final development plan, containing in final form the information required in the preliminary plan shat[ be submitted to the City within six months of approval by September 5, 2gQ2. A six month extension may be granted by the City upon the applicant's request and for good cause. 2. The project must comply with all federal, state and local regulations, standards and requirements applicable to the development and requirements applicable to the development and construction of the Cascade Meadows PUD. 3. The applicant shall submit final parking, landscaping, lighting and sign plans to the City for approval as part of the final development plan. ~. Prior to final plat approval, the applicant shall submit to the City of copy of the proposed covenants, conditions and restrictions (CC& R's) for the Cascade Meadows PUD. 5. The applicant shall comply with all requirements of affected public agencies and utilities as they pertain to the development of the Cascade Meadows PUD. Evidence of such compliance shall be submitted to the City prior to final plat Approval. 6. Fences in the Cascade Meadows PUD are permitted to be higher than the four fioot maximum allowed in the TOD Corridor but not exceed six feet in height consistent with other provision within the City. Chain link fencing may be used to enclose the mini storage facilities provided it is appropriately screened with landscaping. 7. Approval of the conditional use for the Cellular tower and associated equipment building(s) is contingent upon a commercial zone change adapted by the City Council. 8. Architectural design features that are characteristic of the TOD Corridor standards shall be satisfied for bath the single family detached homes and the town homes. The applicant shall work with staff to arrive at compliance and provide evidence of such at the time the final development plan is considered. Exhibit B: Exhibit B is the "Cascade Meadows Master Plan Boak", A Proposed Planned Unit Development Transit Oriented Development in Central Paint, Oregon. Far.' Michael A. Montero Craig A. Stone & Associates, Ltd. Consulfants in Urban Planning and Development Medford, Oregon January 3, 2002 Please see Planning Staff for document. Exhibit "C" CI"~'Y QF CENTRAL P41NT D,EPARTMEN?" OF PU'BLI'C WORKS Pre-iminary STAFF REPORT` To: Central Point Planning Commission Date; May 'l st, 20©2 Applicant: Michael A. Montero 802 Nadia VYay Medford, 4R 97504 Agent: Robert N. Foster ConsultantslCraig A. Sfone ~ Associates, Ltd. Project: Cascade lltleadows Location: Beall Lane Legal: zoning: Units: Plans: Report By: Public Works Department Purpose Provide information to the Planning Commission and Applicant regarding Publie Wvrks standards and proposed new standards to be included in the design. Gather information frorn the Applicant/Engineer regarding proposed development, Special Conditions i . Street improvements along Beall Lane bordering property including curb, gutter, and sidewalk 2. Recommendation for the addition of turning lanes on Beall Lane (Jackson County approval will be required). 3. Public Works Staff Report will be subject to change until Construction Drawings are reviewed and approved. General 1. Applicant shall submit to the City's Public Works Deparkrnent (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 irriprovements 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 fre protection); street lighting; and traffic contras devices, street signs and delineation. 3. Al] construction of public improvements shall conform to the City's Public Works Standard Specifications and Details (City PWD Standards) and other special specifications, details, standards, and/or upgrades as may be approved by the City's Public Works Director. 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. Na construction shall commence until the City PWD has reviewed, approved, and issued a Public Wanks permit for the proposed improvements. 6. The Applicant shall pay for all costs associated with the design and installation of the improvements specified 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), X7.5. Army Corps of Engineers (ALOE), affected irrigation districts, and 3ackson County Road and Park Services Department (JC Roads). S. Prior to approval and acceptance of the project, the Developex's engineer or surveyor shall 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 locations 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 light 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 file to the City at completion of construction. 9. The Applicant's engineer ar surveyor shah provide to the Public Works Department a drawing of the recorded Final Plat m.ap reproduced an Mylar and is an acceptable electronic form in AutoC.AD format. The Final Plat shall be tied to a legal Gavexnment cozxzer and the State Plane Caardznate System. 10. A11 elevations used on the construction plans, on temporary benchmarks, anal on the permanent benchmark shall be tied into an established City approved benchmark and be so noted on the plans. At least one permanent Benchmark shall be provided far the proposed development, the location of which shall be as jointly determined by the City PWD and the Developer's surveyor. _ 11. All fill placed in the development shall be "engineered fill", and compacted to City standards. All 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 disposed of in accordance with the requirements of the Oregon Department of Environmental Quality. 12. Identify easement dedications and widths on the Flat Plan. 13. Easements for City infrastructure (i.e. sanitary sewer, water, and storm drain) must be a minimum of 15-feet wide, and should not split lot lines. Easements for storm drainage, sanitary sewer, and water Tines 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. All design, construction plans and specifications, and as-built drawings must be prepared to acceptable professional standards. 15. All street and water improvement plans must be approved in writing by Ijire District 3 prior to review by the City's PWD. 15. 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 constn~ction plans for the proposed improvements, the following must be submitted: ^ A copy of written approval fran-~ Fire District 3 of the f nal street and water system improvement plans for the proposed development. ^ The plans relating to the sanitary sewers must be approved in writing by BCVSA, and the appropriate signature blocks must be completed on the plans. C! Copies of written approvals and/or permits from the various agencies involved: DSL, Dr'Iri~, DEQ, and/or ACOE. 18. Field verify all existing infrastructure elevations and 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. l9. 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, storm drain systems; natural drainage systems; etc.,) will not interfere with the effective level of service or operation of the infrastruc#ure facilities, and that the existing infrastructure facilities have adequate capacities to accommodate the flows ancVor demands unposed on the existing infrastructure as the result ofthe connection of the proposed development's infrastructure. 20. The accurate locations of the MWC water line and the natural gas main {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 Pacific 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. Streets/Trafflc Existing Improvements © Beall Lane SaROW Partially Improved l . Construction drawings for this Tentative Plan shall include a Street Lighting Plan and Traffic Control Plan in accordance with the requirements of the City PWD. 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. 2. The City PWD shall, at the cost afthe Developer, evaluate the strength of the native soils and determine the street section designs in accordance with the City PWD 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 construcfi all necessary street inriproveznents to Beall Lane (i.e. curbs, gutters, sidewalks, street construction and paving, storm drains} or shall enter into a suitable deferred innpravenraent agreement with the City for their future construction. S#oran Drainage Bxisting Structure ~~ 30" Jackson County Storrrr Drain on Beall Lane. 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 storage 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 set of hydrologic and hydraulic calculations and profile plots for sizing far SD system. The engineer shall use the rainfalUintensity curve obtained from the City PWD for hydrologic calculations, and the negotiated run-off parameters. 3. The SD systeFn shall be designed to carry runoff from a 10 year storm event if Q<100cfs. Use runoff for 50 year storm if Q>100 or <~44cgs. Use 100 storm runoff if Q is >200cfs. 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. 5. 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 possible. 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 storm drain curb inlet or manhole only; must be approved before construction by the City PWD; and must be identified and accurately portrayed on as-built drawings. 5. Storm water run-off from the proposed development into any public SD system sha11 be minimized and be as approved by the City PWD. Sanitary Sewer All sanitary sewer collection and conveyance system (SS System) design, construction and testing shall conforfn to the standards and guidelines of the Oregon Dl;Q,1990 APWA Standards, Oregon Chapter, Bear Creek Valley Sanitary Authority (BCVSA}, and the City PWD Standards, where applicable. © Applicant shall make application for sewer service and construction with BCVSA. A Public Works Permit will be required to construct sewer within the street ROW. C3 The construction plans and the as-built drawings shall identify lateral stationing for construction of sewer laterals. Water System Existing Infrastructure ~I I G" Ductile Iron Waterline l . Applicant shall provide properly sized service lines to the buildings in accordance with the Oregon State Plumbing Specialty Code. Applicant shall pay any associated costs with up sizing the meter or 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 acid encroachment. 4. Specifications for the design and construction of the watex system shall be in accordance with City PWD Standards. S. Lateral /connection stationing and size shall be provided on construction plans and as-built drawings. 6. Developer shall comply with Oregon Health Division {OI~II?) and City requirements for baclt#low prevention. An OHD approved backflaw prevention assembly shall be installed immediately downstream of the water meter serving each dwelling unit. 7. Construction drawings shall include the size, type, and location of all water mains, hydrants, air valves, service connection, and other appurtenance details in accordance with City PWD Standards and as required by the City FWD. 8. All connections to the water supply system must comply with OHD requirements. Water will not be "turned 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 U#ilify Plans I . Applicants shall provide agrading/paving plan(s) 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 strearris 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 di gins, 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 lots will drain properly to the curb and gutter, or to a drainage system that drains to the curb and gutter. 4. Provide the City with copies of any required permits and approvals {including any mitigating requirerrxents ar conditions) from DSL, DEQ, and ACOE {including any mitigating requirements), far any required wetland or flood hazard mitigation work to be performed as part of the proposed development. 5. Grading plans must have original/existing grades and final grades plotted on the plan, Typically, existing grade contour lines are dashed and screened back, and f nal grade contour lines are overlaid on top of the existing grades and are in a heavier 1rne 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 cornpany, which reflects all utility crossings, transformer locations, valves, etc. 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. Rights of WayslEasements All easements for improvements dedicated to the City shall have a minimum 15 font width and shall be located (whenever possible) contiguously along the exterior boundaries of properties and shall not split lot lines. Public utility easements shall have a minimum width of 1 ~ feet. 2. 'The City will require a 50-foot ROW width on local streets and 60 foot RO'~N 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, anal a copy of that written approval must be submitted to the City P.D. prior to subrnissian of construction plans far City P.13. review and approval. 4. All existing easement locations and those proposed for this development shall be shown on the f nal plat witlx reference to the recordation number and Grantee. PI1A.1'~IN1NG CC~~1ti1iS~?ON R:ESOI~UTION twiO. 537 ~ I`I~OLUTIO CI~AN`l II~J "I"FT~ITATI~IE PLAN ~PP12O~A1~ FOR A LAND SUI~DIVISIOI'~II AI`~I1~ PI ~'~ll`~INI/L7 C~i~3I:I" D~~IwLCJ~MI~NT (A1~plicant (s~ : Micl~acl A. Montcro } ( 37 2W 11 C, Tea ~ Lot 9500 ) ~eeital 1. Applicant(s~l~as/havescah~nit~c~l~n,~~~plic~tionfo~~t<•>>'.<~tivL~~?=;z~t7prrav~li"oral~nci~~rtitio~~~ on a 20,50 -acre parcel, located N~~a ~a of t3t~~a11 Lane an41 `~'4st of (Lip ~l>>,v~iy 99 in the City ofCe~~tral Point, Oregon., 2. On February 5, 2002 tl~e Central Point Planning Commi~;~ic~a~ ~;oncluctcd a duly-n~~.ced public hearing on l,l~ _,~i,?ication, at wl~icll time it ~•cviewecl thu City stG~iF rcpt~rts anci hc~~rd testimony and comme~ats on the application. I'~ow, therefore; BE IT RESOLVED BY THE 1?LAI~t~1IG COMMISSION OF TfIE CITY OF CEI~ITRAL POINT, OREGON, AS FOLLOWS: Section 1. ~pprn~,r;1 ~ , i~cri~. Therequircn~cnts for approval oflandp~u~titions oral tcn2aiive plans are set forth i~~ CI'~/[C Title 16 and 17, relating t{~ informational requia-e~nents, zoning, lot dimension, access, and similar requirements. Section `'. I ~n;'i~~:>; and Co~~cluic~r~s, The Planning Commission ,finds and ~letc,,nines as follows. ~, Pt~in.ned Unit I7cvclot,ment and Tentative Subdivision Rc~_I~,t~~mc•~7t~y The application and tentGative plan are in the correct form an~i coz~rain a 11 of the information required by CPMC 16,10 and 17.68, B, Area and GV i ~Ith ofLot. This partitioningrn an TOD-MMRlR-1-6 zone would c~•eate 105 Sin~1e I~ amity Homes and 22 Town homes. All Parcels meet the minimum area and width requirements fr~r lots in the TOD-LIvIR zone as set forth in CPMC 17.65.040, and such parcels meet the general requirements for lots contained in CPMC 16.24.050, Secti~~n `i._Canditional A#~ rp oval. The application f~rtent... ~ein is hereby approved, subject to the conditions set forth on 1-?~laibit by reference incorporated herein, unposed under authority of CPMc ~{ Passed by the Planning Commission and signed by me ia~ ' ~' ' ~ ,~ ~~~ ~ :his ;~ F'lannir~g Commission Resolution No. 537 (0202002 } ii~ty o ~`____ 2002. .^ ~ 1 7 ,. .~.... ('~~tii:iiil~;? ~.i71T12T11SSIC7tl1.;; <lli' ~-1TTEST: Czxy~lZep~~cscnt~~ ive ~Apprcaveci by zne dais day oi: __ ~_ _ > 2002.. r /i ~-., ® _ __ ~'ta~~~~~~~Co2nln~~si~nC;1~<~~r Planning Cammissic~n i~esc~luton No. 537 02(752002 ) Exhibit A: Exhibit A is the "Cascade Meadows Master Plan Boak", A Proposed Planned Unit Developrrteltt Transit Oriented Developrtzent in Ccrztral Point, Oregart. For Michael ~. Morzter'o Craig A. Stone & Associates, Ltd. Consultants in U~•bart Plarzrtirtg and Developntertt Medfor°cl, Oregon ,Tanz.rary 3, 2002 Please see Punning Staff for document. ~ ~ Exhxb~~. B CITY OF CENTRAL POINT DEPARTML"-'NT OF PUBLNC WORKS Preliminary STAFF REPORT To: Central Point Planning Commission Date: May 1st, 2DD2 Applicant: Michael A. Montero 8D2 Nadia Way Medford, OR 97504 Agent: Robert H, Foster ConsultantslCraig A. Stone & Associates, Ltd. Project: Cascade Meadows Location. Beall Lane Legal: Zoning: Units: Plans: Report By. Public Worl~s DeparEment Purpose Provide information to the Planning Conunission and Applicant regarding Public Works standards and proposed new standards to be included in the design. Gather information from the Applicant/Engineer regarding proposed development. Special Conditions 1. Street improvements along Beall Lane bordering property including curb, gutter, and sidewalk 2. Recommendation for the addition of turning lanes on Beall Lane (Jackson County approval will be required}. 3. Public Works Staff Report will be subject to change until Construction Drawings are reviewed and approved. ~~ Gez~erai i . Applicant shall submit to the City's Public Works Department (City's P WD} for review and approval, plans and specifications for all improvexx~.ents proposed for construction or modifications within the City or public rights-of ways and easements. 2. Public iznprovexnents 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 fire 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 specifications, details, standards, and/or upgrades as maybe approved by the City's Public Works Director. 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. S. rTo construction shall commence until the City PWD has reviewed, approved, and issued a Public Works permit for the proposed improvements. E. The Applicant shall pay for all costs associated with the design and installation of the improvements specified 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). 8. Prior to approval and acceptance of the project, the Developer's engineer or surveyor shall 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 locations and or elevations (as appropriate) of actual installed items, including, but not limited to, invert, inlet, and rim elevations; spot elevations identif ed on drawings; road alignment; water lines, valves, and f re hydrants; water and sewer lateral stationing; modif cations to street section; manhole and curb inlet locations; street light 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 file to the City at completion of construction. -~ ~. ~3 9. The Applicant's engineer or surveyor shall provide to the Public Works Department a drawing of the recorded Final PIat map reproduced on Mylar and in an acceptable electronic form in AutoCAD format. The Final Plat shall be tied to a legal Goveraunent corner and the State Plane Coordinate System. 10. All elevations used on the construction plans, on temporary benclunarks, and on the permanent benchmark shall be tied into an established City approved benchmark and be so noted an the plans. At least one permanent 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 f 11 placed in the development shall be "engineered fill", and compacted to City standards. All 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 disposed of in accordance with the requirements of the Oregon Department of Environmental Quality. 12. Identify easement dedications and widths an the Plot Plan. 13. Easements for City infrastructure (i.e. sanitary sewer, water, and storm drain} must be a minimum of 15-feet wide, and should not split lot lines. Easements for storm drainage, sanitary sewer, and water Imes should be dedicated to the City and not just a P.U.E. Centerline of buried infrastructure shall be aligned a minimum of fzve (5} feet from the edge of the easement. 14. All design, construction plans and specifications, 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 modifcation 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 plans for the proposed development. © The plans relating to the sanitary sewers must be approved in writing by BCVSA, and the appropriate signature blocks must be completed on the plans. ^ Copies of written approvals and/ox permits from the various agencies involved: DSL, DFW, DEQ, and/or ALOE. 18. Field verify all existing infrastructure elevations and 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, storm 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 infrastntcture facilities have adequate capacities to accommodate the flows and/or demands imposed on the existing infrastructure as the result of the connection of the prapased development's infrastructure. 20. The accurate locations of the MWC water line and the natural gas main (and any assoclated 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 Pacific 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. StreetslTraf#ic Existing Improvements © Beall Lane 60ROW Partially Improved 1, Construction drawings for this Tentative Plan shall include a Street Lighting Plan and Traffic Control Plan in accordance with the requirements of the City PWD. 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 alI uncontrolled intersections. 55 feet shall be required at arterial intersections. 2. The City P WD shall, at the cost of the Developer, evaluate the strength of the native soils and determine the street section designs in accordance with the City PWD 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 constn~ct all necessary street improvements to Beall Lane (i.e. curbs, gutters, sidewalks, street construction and paving, storm drains) or shall enter into a suitable deferred improvement agreement with tl~e City for their future construction. Stornn Drainage Existing Structure Q~ 30" Jackson County Storm Drain on Beall Lane. 1. Appl'icant's engineer shall determine how SD system will work during a 10-year event. Systexn must be designed to adequately drain 10-year storm without surcharging or must be provided with adequate storage to pre vent surcharging. 2. Prior to construction plan approval of the improvements for this Site Plan, the Applicant' engineer shall provide the City P WD with a complete set of hydrologic and hydraulic calculations and profile plots for sizing for SD system. The engineer shall use the rainfalllintensity curve obtained from the City PWD for hydrologic calculations, and the negotiated run-off parameters. 3. The SD system shall be designed to carry runoff from a 10 year storm event if Q<100cfs. Use runoff for SO year storm if Q>100 or <200cgs. Use 100 storm runoff if Q is >200cfs. 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. 5. 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 possible. 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 storm drain curb inlet or manhole only; must be approved before constn~ction by the City PWD; and must be identified and accurately portrayed on as-built drawings. 6. Storm water run-off from the proposed development into any public SD system shall be minimized and be as approved by the City PWD. Sanitary Se~vez• 1. All sanitary sewer collection and conveyance system (SS System) design., construction anal testing shall conform to the standards and guidelines of the Oregon DEQ, 1990 APWA Standards, Oregon Chapter, Bear Creek Valley Sanitary Authority (BCVSA), and the City PWD Standards, where applicable. D Applicant shall make application for sewer service and construction with BCVSA. A Public Works Permit will be required to construct sewer within the street ROW. _.. .. © The construction plans and the as-built drawings shall identify lateral stationing for construction of sewer laterals. Water System Existing Infrastructure © 16"Ductile Iran Waterline 1. Applicant shall provide properly sized service lines to the buildings in accordance with the Oregon State Plumbing Specialty Code. Applicant shall pay any associated casts with up sizing the meter or tap required to serve the buildings. 2. Each building shall be served by a separate water meter. 3. Provide construction drawings far the relocation of the fire hydrants. Steamer ports at hydrants located in the complex shall face the buildings. Fire hydrants shall be pro#ec#ed from vehicle damage and encroachment. 4. Specifications for the design and construction of the water system shall be in accordance with City PWD Standards. 5. Lateral /connection stationing and size shall be provided on construction plans and as-built drawings. 6. Developer shall comply with Oregon Health Division (OHD) and City requirements for backflaw prevention. An OHD approved backflvw prevention assembly shall be installed immediately downstream of the water meter serving each dwelling unit. 7. Construction drawings shall include the size, type, and location of all water mains, hydrants, air valves, service connection, and other appurtenance details in accordance with City PWD Standards and as required by the City PWD. $. All connections to the water supply system must comply with OHD requirements. Water will not be "turned 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 1. Applicants shall provide agrading/paving plans} with the construction drawing submittal to the City P.D. Plans} shall illustrate the location and elevations ofthe base ~~ flood event flood zone a~ld flood way of streams in proximity to the developrx~ent (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" lat grading to assure that all lots will drain properly to the curb and gutter, or to a drainage system that drains to the curb and gutter. 4. Provide the City with copies of any required permits and approvals (including any mitigating requirements or conditions} from DSL, DEQ, and ACOE (including any mitigating requirements}, for any required wetland or flood hazard mitigation work to be performed as part of the proposed development. 5. Grading plans must have originallexisting grades and final grades plotted on the plan. Typically, existing grade contour lines are dashed and screened back, and final grade contour lines are overlaid on top of the existing grades and are in a heavier Iine 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 lay each utility company, which reflects all utility crossings, transfo~•~ner locations, valves, etc. $. Utility locations must be accurately depicted on the as-built drawings, or as a separate set of drawings attached to the as-built drawings. Rights of Ways/l~'aserrrer~ts 1. All easements fax improvements dedicated to the City shall have a minimum 15 foot width and shall be located (whenever possible) contiguously along the exterior boundaries of properties and shall not split lot Imes. Public utility easements shall have a minimum width of 14 feet. 2. The City will require a 50-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. _ r? 4. All existing easement locations and those proposed for this development shah be shown on the final plat with reference to the recordation number and Grantee. _. _.. - PLANNING COMMISSION RESOLU`T'ION NO. 53'~ A RESOLUTION GRANTING T~,~IVE PLAN APPROVAL FOR A LAND SUBDIVISION AND f~LANNED UNIT DEVELOPMENT (Applicant (s) :Michael A. Montero ) (37 2W 11 C, Tax Lot 9500 ) Recitals 1. Applicants}has/have submitted an application for tentative plan approval for a land partition on a 20.50 -acre parcel, located North of Beall Lane and West of Highway 99 in the City of Central Point, Oregon. 2. On Febz-nary 5, 2002, the Central Point Planning Coznnlissian conducted aduly-noticed public hearing on the application, at which time it reviewed the City staff reports and heard testimony and coznnaez~ts on the application. Now, therefore; BE IT RESOLVED BY THE PLANNING COMMISSION OF THE CITY OF CENTRAL POINT, OREGON, AS FOLLOWS: Section l .Approval Criteria. The requirements far approval of land partitions and tentative plans are set forth in CPMC Title 16 and I7, relating to informational requirements, zoning, lot dimension, access, and similar requirements. Section 2. Finding and Conclusions- The Planning Commission hnds and determines as follows: A. PlanrzEd_ Unit Development and Tentatiye._ Subdivision Requirements., The application and tentative plan are in the correct form and contain all of the information required by CPMC 16.10 and 17.6$. B. Area and Width of Lot. This partitioning in an TOD-MMR/R-1-6 zone would create 105 Single Family Homes and 22 Town homes. All Parcels meet the minimum area and width requirements for lots in the TOD-LMR zone as set forth in CPMC 1'.65.040, and such parcels meet the general requirements far lots contained in CPMC 16.24.050. Section 3. Condi#ional,Approval. The application for tentative plan far land partition herein is hereby approved, subject to the conditions set forth on Exhibits "A" and "B", attached hereto by reference incorporated herein, imposed under authority of CPMC Chapter 16.36. Passed by the Planning Commission and signed by mein authentication of its passage this Planning Commission Resolution Na. 537 {02052002 ) J ~~ f day off' ;'~~ ~ , 2002. ~~~ ~ ~ ~.~ Planning Commission Chair ATTEST: , it Repr e~ ative Approved by me this day o~ Planning Commission Resolution No. ,537 {02U520Q2 } Planning Conunission Chair Exhibit A: Exhibit A is the "Cascade Meadows Master Pian Book", A Proposed Planned Unit Developrnerzt Transit Oriented Development in Central Point, Oregon. Forll~ichael A. Monfero Craig A. Sfone c& Associates, Ltd. Consultants in Urban Planning andDevelopment Medford, Oregon January 3, 2002 Pease see Plax~nin ;Staff for doctiinezzt. r` ~X~~.l.blt ~ CITY 4~ CENTRAL POINT D,EPARFMLNF DF PU,I3L1'C WDI2JKS PrelFminary STAFF REPORT To: Central Point Planning Commission Date: May 1st, 2fl02 Applicant: Michael A. Montero Sfl2 Nadia vvay Medford, OR 9T504 Agent: Robert N. Foster ConsuItantslCraig A~ Stone & Associates, Ltd. Project: ~ Cascade Meadows Location: ~ Beall Lane Legal: ..,, Zoning: ~ -- Units. .,,~ Plans: - - - ~~':;_ -_ Report By_Pubfic Wor6cs Departmen# Purpose - Provide information to the Planning Commission and Applicant regarding Public Works standards anc~ proposed new s#andards to be included in the design. Gatlier information from the Applicaxat/Engineer regarding proposed development. Special Conditions 1. Street impxovements along Beall Lane bordering property including curb, gutter, and sidewalk 2. Recommendation for the addition of twining lanes on Beall Lane (Jackson County approval will be required). 3, Public Works Staff Report will be subject to change until Construction Drawings are reviewed and approved. i~ 9. The Applicant's engineer or surveyor shall provide to the Public Works Departnterzt a drawing of the recorded 1+ina1 Plat snap reproduced on Mylar and in an acceptable electronic form in AutoCAD fozxttat. The Final PIat shall be tied to a legal Governrttent carrzer and the State Plane Coordinate System. 10. All elevations used on the constn~ction plans, on temporary benehzxzarks, and on the permanent benchmark shall be tied auto an established City approved benchmark and be so noted on the plans. At least one perzttanent Benchmark shall be provided for ilte proposed development, the location of which shall be as jointly determined by the Caty PWD and the Developer's surveyor. 11. All fzll 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 prapexly disposed of in accordance with the requirements of the Oregon Department of Environmental Quality. l2. Identify easement dedications and widths on the Plot Plan. 13. Easements for City infrastructure (i.e. sanitary sewer, water, and storm dxain) must be a minimum of l5-feet wide, and should not split lot lines. Easements for storm drainage, sanatory ,sewer, and water lines should be dedicated to the City and not just a P.l_l'.E. Centerliite.of buried infrastructure shall be aligned a minimum of.f ve (5) feet froze the edge of~tlae easement. ~~ ° ~ `: l 4. All desigi;_ construction plans and specifications, and as-built drawings must be prepared to acceptable professional standards. 1 S. All street and water improvement plaits must be approved in writing by Fire District 3 prior to review by the City's PWl7. 16. df the proposed development places structures within the IQ~-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 plans for the proposed development: ^ The plans relating to the sanitary sewers must be approved in writing by BCVSA, and the appropriate signature blocks must be completed on the plans. ~. ~ ----- 3. The applicant shall constn~ct all necessary street improvements to Beall Lane (i.e. curbs, gutters, sidewalks, street construction and paving, storm drains) or shall enter into a suitable deferred improvement agreen3ent with the City far their firture construction. Starzn Drainage Existing Structure ~~ 30" Jackson County Storm Drain on Beall Lane. 1. Applicant's engineer shall determine how SD system will work during a 10-year event. Systenrz must be designed to adequately drain 10-year storm without surcharging or must be pxovided with adequate storage to pre vent surcharging. 2. Prior to construction plan approval of the irxrproveznents for this Site Plan, the Applicant' engineer shall provide the City PWD with a complete set o£ hydrologic and hydraulic calculations and profile plots for sizing for SD system. The engineer shall use the rainfalUintezzsity curve obtained from the City PWD for hydrologic calculations, and the negotiated rurr-off parameters. 3. The SD system shall be designed to carry runoff froze a 10 year storm event if Q<I OOcfs: Use runoff for 50 year storm if Q>I00 or <200cgs. Use 100 storm runoff if Q is >200cfs: 4. Deed restriction or CC&Rs `sli~all include a covenant or restriction that prohibitsthe - introduction of substances othez~ that storm water, irrigation water, or fresh water into any private or public storm drain -system, - - 5. ~ Roof drains and under drain's shall not be directly connected to public storm drain lines, and shall drain to the street at the curb line, whenever possible, 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 storm drain curb izilat . or manhole only; must be approved before construction by the City PWD; and must be :. identified and accurately portrayed on as-built drawings: 6. Storm water run-off from the proposed development into any public SD system shall be minimized and be as approved by the City PWD. Sanitary Sewer 1. All sanitary sewer collection and conveyance system (SS System) design, construction and testing shall conform to the standards and guidelines of the Qregon DEQ, 1990 APWA Standards, Oregon Chapter, Bear Creek Valley Sanitary Authority (BCVSA), and the City PWD Standards, where applicable. Q Applicant shall make application for sewer service and construction with BCVSA. A Public 'Works Permit will be required to construct sewer within the street ROW. _ _~ flood event flood zone and flood. way of streams in proximity to the clevelopnacnt {if applicable); curb elevations; f Wish grades; and building pad and lowest floor elevations. 2. All structures shall Iaave.,roof drains, area drains, and/or crawl spaces with positive drainage away from. the building. Drain lines shall be connected to the curb azad gutter and discharge from tlae curb face. ' 3. Applicants Shall provide tlae necessary "rough" lot grading to assure that all lots will drain properly to the curb and gutter, or to a drainage systeaaa that drains to the curb and gutter. 4. Provide the City with copies of any required perxaaits and approvals (inchsding any mitigating requirements or conditions} from DAL, DEQ, and ACOE (including any mitigating requirements), far any required wetland ar flood hazard naitigatioza work to be performed as part of the proposed developnrient. 5. Grading plans ;Host have original/existing grades and final grades plotted on the plan. Typically, existing grade contour Iizaes are dashed and screened back, anal final grade contour Iines are overlaid on top o£ the existing grades and are in a heavier Line width and solid. Contour Iines raaust be labeled with elevations. 6. Deed 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, transformer locations, valves, etc. S. Utility locations must be accurately depicted on the as-built drawings, or as a separate set of drawings attached to the as-built drawings. I.7,ights of'4~Vays/Easenxents 1. All easements far improvements dedicated to the City shall have a minimum i 5 foot width and shall be located (whenever possible) contiguously along the exterior boundaries ofproperties and shall not split lot lines. Public utility easements shall have a minimum width of 10 feet. 2. 'The City will require a ~(J-foot R4W width on local streets and 60 foot ROB 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 Cifiy P.D. review and approval. ___.. .