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HomeMy WebLinkAboutResolution 439 - Von Brandt Apartments Tent. Plan~~ r~~~)CiL.1 PLANNING COMMISSION RI?SOI_,IJTION NO. 439 A RESOLUTION GRE1N`I'ING "I"1-:NTATIVI~ PLAN APPROVAL FOR A LAND 1'AR`1'I`I'ION {Applicant (s) :Guy W. voz-z I3raEidt, von Brandt Apartments) (37 2W03D13 `I'ax Lot 700) Recitals 1. Applicant{s)has/have submitted an applicatioz~z for tentative plan approval for a land partition on a 0.88-acre parcel, located at 443 North Second Street in the City of Central Poizat, Oz•cgan. 2. On February 2,1999, the Central Point Planning Commission conducted aduly-noticed public hearing oz~ tl~e application, at which tune it reviewed the City staff reports and heard testimony and comments on the application. Now, therefore; BE IT RESOLVED BY THE PLANNING COMMISSION OF THE CITY OF CENTRAL POINT, OREGON, AS FOLLOWS: Section 1. Approval Criteria. The requirements for approval of land paz•titions and tentative plans are set forth in CPMC Title 16 and 17, relating to informational requirements, zoning, lot dinaension, access, and sizmilar requirements. Section 2. Finding and Conclusions. The Planning Commission finds and determines as follows: A. Tentative Plan Re uirements. The application and tentative plan are in the correct form and contain all of the information required by CPMC 1 x.10. B . Area and Width of Lot. The partition would subdivide a 0.88 acre tax lot into two parcels; one far an existing single family residence and the other to develop a 12 unit apartment complex. Section 3. Conditional Approval. The application for tentative plan for land partition is hereby approved, subj ect to the canditions set forth on attachment "A" and those applicable conditions of the Public Works staff report for the von Brandt Apartment pz•elizninary site plan. Planning Commission Resolution No. 439 (02102199) E'assedbytl:~ I'I~,~~t~t~gCcrlnn~i:~si(~~~~:~~~isi~;n~:cil~yz~~ci~7.,~~tl„a~lic•,~ii~~l:c~'it~~7~:ati~~t~~,~~~~:, day of .~ ~.~_~ . , ~: ~ ~ `> ~' ' `~'. __~ ATTEST. ~ityRcp.~~~~n<<aiv: ~ ~ - A~~roved by tx~e this _ clay c~ i`~ .-s , , i o _ ~ "'c ~ r Planning Commission esalutic~n No. 439 (02Jt}2/99) ATTACHMENT ~ PLANNING DEPARTMENT RECOMMENDED CONDITIONS OF APPROVAL 1. The applicant shall comply with all requirements of affected public agencies and utilities as they pertain to the development of the parcel. Cvidence of such compliance shall be submitted to the City prior to final plat approval. 2. The applicant shall adjust the boundaries between Parcels 1 and 2 to allow for the creation of a tat lot on Parcel #2 that would serve the needs of a 12 unit apartment complex. G:1IPLANNMG199004TF. W FD CITY OF CENTRAL POINT -- DEPARTMENT OF PUBLIC WORKS STAFF REPORT for vonBrandt Apartment Preliminary Site Pian PW#98067 Date: 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 Project: vonBrandt Apartments Location: To the northwest of the Intersection of 2"d and Cherry Streets Legal: T37S, R2W, Section 3DB, Tax Lot 700 ; 443 N. 2"~ 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 additional standards and requirements to be included in the design. Gather information from the DeveloperlEngineerregarding proposed development. Special Requiremenfs 2nd Street lm rovements: The Developer shalt install sidewalks (including a suitable driveway apron with 2Q-foot "throat"), along the property's frontage with 2"d Street. If applicable, the Developer shall be responsible for contracting with Pacifc Power for the installation of a street light near the driveway entrance of the Development to afford proper night lighting of the entrance. 2. Drivewa s Access Roads and Parkin Areas: The driveways, access roads, and parking and taming areas on the proposed development must be designed and positioned in a manner that should accommodate the fuming 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 Drainage/Storm Drafn Plan: The developer shall design and implement a site drainagelstorm drain plan that corrects and enhances existing site drainage for the entire property noted on the site plan. Sheet flaw 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 1 v ~. ~~onBrandt Apartments Prellminarn Srte Plan Review January 2~. I999 Page 2 run-on or GUlVert or Creek/d'rtch Conveyance), the DeVelOper Shall demonstrate that the Storm water flows from the completion of the proposed development {and at any time prior to completion of development) do not exceed predevelopment flows; 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 #o 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 retention 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 water "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 construction 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 propertyy. 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-foo# 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 fre hydrant. The number and sizes of the meters will be jointly determined by the Developer, and the City PWD and Building Department. 1 'vrtHrundl; ~JJarlmertl5 Preliminary Site Plan Rc>vic>u Jantutrti~ 26, ! 999 Page 3 5. Connections fo City Infrastructure in 2"d _Streef: When we originally met with this developer in August of last year, we indicated that any connections to infrastructure located in 2"d Street or across 2"d 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 for commencement until March. Thus all connections #a City infrastructure, or any planned underground infrastructure Grassing of 2"d street must be completed prior to commencement of the overlay work on 2"d street; no later than March 1, 1999. 6. Aboveground Utilities: If applicable, coordinate efforts with Pacific Power, US West, and falcon Cable, to convert 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. All agreements and costs associated 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. B1108~) and telephone riser are located at the driveway entrance. These facilities must be relocated to afford the required 20-foot wide driveway en#rance. Any relocated utility facilities on site should be placed underground, as feasible. General Existing Infrastructure: The Developer shat[ 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 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 exis#ing infrastructure facilities have either adequate capacities to accommodate the flaws andlor demands imposed on 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 andlor demands while maintaining or improving the existing effective level of service of the affected facility. 2. Develrrpmenf Plans: Developer shall submit to the City's PWD for review and approval, plans and specifications for all improvements proposed for construction or modifications within the City ar public rights-of-way and easements or for cannections to City infrastructure. Public improvements include, but are not limited to, streets (including sidewalks, driveway aprons and, 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. All construction of 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, andlor upgrades as may be approved by the City Administrator or 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. ~.,. ~ 'arr Brrurdl.4 partnrerrts Prclrn:inarv Siie Plcrrr h'ci~ietic• lanrran~ 16, 1999 Page S that will accommodate the turning movements and access of a single unit truck, without crossing into an opposing lane or additional travel lane of traffic. The street section design for street improvements or connections to be constructed within the City rights-of-way (i.e 2"° Street) shall be as follows: 3-inches Class "B" A.C. - fi-inches of 3/~"-0" crushed rock - 8-inches of 4"-fl" crushed rock (City of Medford specifications}, - Woven geotextile fabric over compacted subgrade. 9. Utility Plans: We did not receive any utility plans for the proposed development. The utility plans shall be drawn to scale with accurate horizontal and vertical depiction of utility lines and appurtenances {transformers, valves, etc.}. 10. Puhlic Ufilify Easemenfs: A minimum 10-foot wide public utilities easement (PUE) shall be dedicated along the proposed development's frontage with 2"d Street far the installation of public utilities and should be located outside the public rights-of--way. 11. Clear Vision Areas: The construction drawings shat[ include clear vision areas {i.e. sight triangles) at driveway entrances designed to meet the City's PWD requirements. The existing hedge shall be trimmed/removed to afford the required sight distances/clearances, and to clear the right-of-way. 12. Fire Nyclranfs: Provide locations of existing and any new required fire hydrants. if applicable, steamer ports at hydrants located near the building shall face the buildings. Fire hydrants shall be suitably protected from potential vehicle damage and encroachment. 13. Wafer S stem Cross Connection Confral: Developer shall comply wi#h Oregon Deal#h Division (OHD) and City requirements for cross connection control. Water will not be "turned onn by the City until such requirements have been met to the satisfaction of the City's designated inspector. 1 ~. Water Sysfem: Construction drawings shall include the size, type, and location of all water mains, hydrants, valves, service connection, meter, service laterals, and other appurtenance details in accordance with City PWD Standards and as required by the City PWD and Building Department. 15. Storm Drain S stem Desi n: Prior to construction plan approval of the improvements for this development plan, the Developer's engineer shall provide the City PWD with a complete set of hydrologic and hydraulic calculations and profile plots for sizing the site storm drain system, The engineer shall use the rainfall/intensity curve obtained from the City PWD for hydrologic calculations, and the negotiated run-off parameters. 16. Roof/Area Drains: All strut#ures shall have roof drains, area drains, and/or crawl spaces with positive drainage away from the buildings. Roof drains shalt not be directly connected to the i~onBrandt ~fpartmerrts 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 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 line width and solid. Contour fines should be labeled with elevations. 18. Existi~ Easements: 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 a# that written approval should be submitted to the City PWD prior to submission of construction plans for City PWD review and approval. AI! existing easement locations and those proposed for this development shall be shown on the fins[ plat with reference to the recordation number and Grantee.