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HomeMy WebLinkAboutResolution 440 - Von Brandt Apartments Site Plan PLANNING COMMISSION RESOI.,CJ'I'1C)N NO. 440 A RESOLUTION CONI)I'fIONAI.,LY API'ItOVING A SITL PLAN APPLICA"LION (Applicant (s): C1uy W. von Brandt, von Bz•andt Apart~nez~ts} (372W03DB, Tax Lot 700) Recitals 1. This matter came before the Planning Coznznission far bearing on Fcbz•uazy 2,1999, on the applicant's site plan application fora 12 unit apaz•tment complex in an R-3, Residential Multiple Family zoning distz•ict of the City. The Planning Coznznission reviewed the application and the City staff reports, and received comments from all persons wishing to be heard in favor of and opposed to the application. Now, therefore; BE IT RESOLVED BY THE PLANNING COMMISSION OF THE CITY OF CENTRAL POINT, OREGON, AS FOLLOWS: Section 1. Criteria Applicable to Decision. The following chapters of the Central Point Municipal Code apply to this application: A. Chapter 17.28, R-3, Residential Multiple Family District; B. Chapter 17.60, General Regulations; C, Chapter 17.64, Off-Street Parking and Loading; D. Chapter 17.72, Site Plan, Landscaping and Construction Plan Approval. Section 2. Findin~Conclusions. The Planning Commission hereby adopts by reference all fizading of fact set forth in the City staff reports, and concludes that, except where addressed in the conditions to approval, the application and proposal comply with the requirements of the Central Point Municipal Code. Section 3. Conditional A royal. The application for site plan approval is hereby conditionally approved, subject to the conditions set forth on Exhibit "A",with revisions for a tot lot, all staff requirements and alI requirements of BCVSA and Fire District No. 3. 1 -PLANNING COMMISSION RESOLUTION NO. 440 (420299) ~g'.. ~~SS~(~~J~~~1~; P~11i1]1I;74' ~ ' ~11,11)ISSa('1;1 ~l?~(~~ ~"v1~I~i~:Sl ~i~ e"[7C 111«t11,~1C°11~ICt,lltlil ll,~ (~ , ~~ ltiS~lf'C ~{X1' ~_µ__ gay C7~ ~i~,., ~ ~'_ . _• el ,,~ ( I' Ix~i1111~'I.'T 1 1~I II11I~.~~{l C2 {. ~lclii~lle112 A L 1 J.:r~7 l . ~pprc~ved by n~~; ~1~i~ _m___ ~l~y oI`_ ~ ~ _ , 1 ~,~ ; ~" I~I<<rr~ii~w; („~> ~ i1,~i~~cn1 t,..111:ir~7~art 2 - PLt1N~ING ~QMMIiC71~7 IZIC7LI1TIt~N T~~, 44(I (~2029~} EXHIBIT fit, RECOMMENDED PLANNING DEPARTMENT CONDITIONS OF APPROVAL l . The approval of the Site Plan shall expire in one year on February 2, 2000 unless an application for a building permit or an application for extension has been received by the City. 2. The project must comply with all applicable local, state and federal regulations. 3. The project must meet the off street covered parking requirements far twelve dwelling units, and parking, access and maneuvering areas shall be paved with durable materials for all-weather use and approved by the public works department. CITY OF CENTRAIr POINT DEPARTMENT OF PUBLIC WORKS STAFF REPORT for vonBrandt Apartment Preliminary Site Plan PW#98067 Da#e: January 26, 1999 Applicant: Guy W. "Noah" vonBrandt, 2568 Crater Lake Avenue, Medford, OR 97504 Agent: Philip A. Schwimmer, Architect, P.O. Box 1105, Jacksonville, OR 97530 Projec#: vonBrandt Apartments Location: To the northwest of the Intersection of 2"d and Cherry S#reets Legal T37S, R2W, Section 3DB, Tax Lot 700 ; 443 N. 2"d street Zoning: R-3 Acreage 0.88 acres Units: 12 Apartments (1 building} Multi-Family Dwelling; and existing Residence Plans: 1 page (Landscape and Site Plan, dated 8/24/98; prepared by Agent. Report By: Lee N. Brennan, Public Works Director Purpose Provide information to the Planning Commission and Applicant (hereinafter referred to as "Developer"} regarding Public Works standards and additions[ standards and requirements to be included in the design. Gather information from the DeveloperlEngineer regarding proposed development. Special Requirements 2nd Street Im rovements: The Developer shall install sidewalks (including a suitable driveway apron with 20-foot "throat"), along the property's frontage with 2"d Street. If applicable, the Developer shall be responsible for contracting with Pacific Power for the installation of a street light near the driveway entrance of the Development to afford proper night fighting of the entrance. 2. Driv~vva ys, Access Raads, and Parking Areas: The driveways, access roads, and parking and turning areas on the proposed development must be designed and positioned in a manner that should accommodate the turning movements and access of an AASHTO single unit truck and the Fire District's requirements. All driveways, access roads, and parking areas should either have asphalt or cement concrete surfaces. 3. Site Drains e/Storm Drain Plan: The developer shall design and implement a site drainage/storm drain plan that corrects and enhances existing site drainage for the entire property noted on the site plan. Sheet flow surface drainage from the property onto the public rights-of-way, or onto neighboring properties is unacceptable. The storm drainage infrastructure will be privately operated and maintained. During the design of the storm drain collection and conveyance system (SD System}, which provides for storm water run-off from and run-on onto the proposed development (either surface v .. ['or¢Braradt ,~partnierets Prelimir~an~ Stte Plar: keuiew January 26. 1999 Page l run-on or culvert or creek/ditch conveyance), the Developer shat! demonstrate that the storm water flows #rom the completion of the proposed development (and at any time prior to completion of development) do not exceed predevelopment flaws; or that existing capacity, allowances, or provisions have been made {and approval of the applicable properties owners and regulatory agencies has been obtained), which accommodate any additional flow which exceed predevelopment flows. The Developer and the City PWD shall agree on the applicable run-off coefficients, curve numbers, retardance, etc., to be used in the engineering calculations. Developer's engineer shall provide a site drainage plan with the facilities being designed, at a minimum, to accommodate a 10 year storm event. The SD system must be designed to adequately drain the 10-year storm event without surcharging or must be provided with adequate storage to prevent surcharging; and be designed to not impact existing private or public storm drainage facilities. Any private storm drain system exceeding 3-inches in diameter shall be designed to directly connect to the public storm drain system {at a manhole or curb inlet only), and shall not be designed to discharge to the street surfaces. The potential reten#ion of storm water run-off shall be coordinated with aspects of the proposed development to provide an aesthetically pleasing, efficient, non-hazardous, and low maintenance facility. If applicable, the storm water retention facilities shall be suitably landscaped; designed to mitigate erosion and sediment and hydrocarbon deposition; and to mitigate the "attractive nuisance" hazards associated with these facilities. Catch basins, curb inlets, and area drains shall be designed for sediment and petroleum hydrocarbon retention. There is an existing storm wa#er "ditch" that traverses the property from south to north, and which discharges into an 18-inch pipe on the School District Property. The storm drainage plan must allow for the conveyance of this and possibly other existing stormwater flows that run-onto the property. The alignment and cons#ructicn of the storm water conveyance pipe should not underlie the proposed building. The proposed plan also indicates that the stormwater will discharge to an "8" SD" {stormdrain) pipe at the driveway entrance. The existing surface grade of the proposed development apparently lies approximately 3 feet lower than the street elevation, which makes drainage to the street unlikely due to the relative shallow location of the storm drain conveyance system on the east side of 2~'d Street. Any connection to the City storm drain conveyance system shall be at a manhole or curb inlet, or as otherwise approved by the City Public Works Department {PWD}. Any storm water collection and conveyance facilities constructed within the public rights-of-way shall be constructed in accordance with City PWD standards, including the provision for water- tight joints. 4. Domestic Water Service and Fire Protection: The preliminary site plan indicates the location of a fire hydrant on the property. A minimum 6-inch diameter tap and service lateral will need to be made to service this hydrant. The line and hydrant shall be placed within a '15-foot wide easement dedicated to the City. The City PWD is recommending that water service be provided to the existing residence and the proposed apartment complex by the positioning of new meters in the area just east of the proposed fire hydrant. The number and sizes of the meters will be jointly determined by the Developer, and the City PWD and Building Department. f'<url~rr»u11: tprrrfinenfs I'relirrrirran> Site Pla~r f2c>ric'r+' Jruruarl~ l6, 1999 Page 3 5. Connecfians fa Cify Infrasfrucfure in 2"d Sfreef: When we originally met with this developer in August of last year, we indicated that any connections to infrastructure located in 2"~ Street ar across 2"a Street would need to be made and completed prior to the commencement of the overlay work scheduled for 2"d Street. This work has been postponed by the City`s contractor and is not scheduled far commencement until March. Thus all connections to City infrastructure, or any planned underground infrastructure crossing of 2"d street must be completed prior to commencement of the overlay work on 2"d street; na later than March 1, 1999. 6. Aboveground Utilities: if applicable, coordinate efforts with Pacific Power, lJ5 West, and 1=alcon Cable, to conver# any overhead electrical power, telephone, or cable facilities within the proposed development to underground facilities, prior to the acceptance by the City PWD of the public improvements associated with the proposed development, Ail agreements and costs associa#ed with the conversion of these facilities from overhead to underground facilities, shall be by and between the utility owners and the Developer. A power pole {PPL No. 811085) and telephone riser are located at the driveway entrance. These facilities must be relocated to afford the required 20-foo# wide driveway entrance. Any relocated utility facilities on site should be placed underground, as feasible. General 1. Existing Infrastrucfure: The Developer shall provide suitable engineering certification and justification {i.e. calcula#ions, analyses, plots, etc.,) that ail connections to existing infrastructure {i.e. street; water, sanitary sewer, storm drain systems; natural drainage systems; etc.,) will not interfere with or provide for the significant degradation {in the opinion of the Public Works Director) of the existing effective level of service or operation of the infrastructure facilities, and that the existing infrastructure facilities have either adequate capacities #a accommodate the flows and/or demands imposed an the existing infrastructure as the result of the connection of the proposed development`s infrastructure; or the existing facilities will be improved by and at the expense of the Developer to accommodate the additional flows and/or demands while maintaining or improving the existing effective level of service of the affected facility. 2. Develapmenf Plans: Developer shall submit to the City's PWD for review and approval, plans and specifications far all improvements proposed for construction ar modifications within the City or public rights-of--way and easements or for connections to City infrastructure. Public improvements include, but are not limited ta, streets (including sidewalks, driveway aprons and, curbs and gutters}; storm drainage and sanitary sewer collection and conveyance systems; water distribution system {up #a the service meter and including fire protection}; street lighting; and traffic control devices, street signs, and delineation. All construction at public improvements shall conform to the City`s PWD Standards, the conditions approved and stipulated by the Planning Commission, and other special specifications, details, standards, and/or upgrades as may be approved by the City Adminis#rator ar his designee prior to the approval of the construction plans for the proposed development. 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. ~~~ l ~nrrf3randf : (partnrc~nts !'reliminarv5ite f'Iara lZes~iex~ Jar:irary ~G, 1999 Page 4 3. Approvals: Fire District No. 3 (fire hydrant placement, waterline sizing, and emergency vehicle access) and Bear Creek Valley Sanitary Authority (BCVSA, for sanitary sewers) written approval of construction plans shall be submitted to the City PWD prior to final construction plan review and approval by City PWD. 4. As-Sullts: Prior to approval and acceptance of the project, the Developer's engineer or surveyor shall provide the Public Works Department with "as-built" drawings. If feasible, the Developer's engineer or surveyor should provide the drawings in bath a "hard copy" form (produced on Mylar'~) and in a "digital" forma# compatible with AutoCAD~, or other form as approved by the City PWD. 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 or lip elevations; spot elevations identified on drawings; water lines, valves, and fire hydrants; water and sewer lateral; modifications to street section; manhole and curb inlet; street light locations; other below grade utility lines; etc. Provide a "red-line" hard copy {on Mylar~), or an approved alternative format, of construction drawings, and if feasible, an acceptable AutoCAD® compatible drawing electronic file to the City at completion of construction and prior to acceptance of public infrastructure facilities completed as part of the proposed development, or as otherwise approved by the City Administrator or his designee. ~. Elevations: 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 so noted on 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. 8. Exlstincl_Infrastructure: As applicable, field verify all existing infrastructure elevations and locations (i.e. pipe inverts, curb elevations, street elevations, etc.), to which the proposed development will connect into existing improvements, prior to final construction plan design and submittal for final approval. The accurate locations of any existing underground and above ground public infrastructure, and the location of the associated easements with these facilities, shalt be accurately portrayed (both horizontally and vertically) on the construction plans. 7. F!!! Placement: All fill placed in the development shall be engineered fill that is suitably placed and compacted in accordance with City PWD and Building Department standards, except far the upper 1.~-feet of fill placed outside of public rights-of-way and that does not underlie building, structures, or traveled vehicular access ways or parking areas. 8. Road/Drlveway/Parking Areas: The Developer shall evaluate the strength of the native soils and determine the access road, parking, and driveway section designs to handle the expected loads {including frre equipment) to be traveled on these private driveways, access roads, and parking areas. Need to provide section for review. The driveways, access roads, and parking and fuming areas on the proposed development should be designed and positioned in a manner J~~ VonBrandt Apartments Preliminary Site Plan Review January .26, 1999 Page 6 public storm drain system, but could be connected to the private storm drain catch basins. 17. Grading Plans: Grading plans should have: original/existing grades and final grades plotted an the plan. Typically, existing grade contour lines are dashed and screened back, and final grade contour lines are overlaid an top of the existing grades and are in a heavier line width and solid. Contour fines should be labeled with elevations. 18. Exisfing Easemenfs: If applicable, Developer 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 should be approved by the easement's owner in writing, and a copy of that written approval should be submitted to the City PWD prior to submission of construction plans for City PWD review and approval. All existing easement locations and those proposed far this development shall be shown on the final plat with reference to the recordation number and Grantee.