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HomeMy WebLinkAboutPlanning Commission Packet - November 21, 1995MINUTES OF PLANNING COMMISSION " NOVEMBER 7, 1995 I. THE MEETING WAS CALLED TO ORDER at 7:03 p.m. II. ROLL CALL -Those present were: Chuck Piland, Jan Dunlap, Herb Farber, Karolyne Johnson, and Valerie Rapp. Candy Fish called in to say she would not be able to attend. III. CORRESPONDENCE -There was no correspondence. IV. MINUTES - Commissioner Johnson moved to approve the October 3, 1995_Planning Commission Minutes as written. Commissioner Dunlap seconded the motion. ROLL CALL VOTE: Dunlap, yes; Farber, yes; Johnson, yes, and Rapp, yes. The Minutes were approved. V. PUBLIC APPEARANCES -NONE Nancy Kincaid introduced herself to the Commission, explaining she was the Interim Planner for the City of Central Point for October, November and December. VI. BUSINESS A. Review and Determination of Beall Estates -Valley Point E to c Development Plan dated June 15. 1995 IARnlicant: Noel Moore) Chairperson Piland stated that the Commission was not going to make a determination tonight: This item had been discussed in the September meeting and George Rubaloff stated that the Planning Commission did not have to approve neighborhood development plans. Nancy Kincaid, anterim Planner, will review the status of the application. Commissioner Farber declared a conflict of interest regarding Beali Estates - Valley Point Estates Development because he is the surveyor for this project: Nancy Kincaid, Interim Planner, outlined the information regarding Beall Estates -Valley Point Estates Development Plan and stated that this can be improved in content, but it has to be tied into the public street system before it can be finaled. Herb Farber, 908 E. Jackson, Medford, Oregon, Project Surveyor for Valley Point Estates.Development outlined the'projectand indicated that it is a ,..... conceptua1'layout of what is known as a development property so everyone - ~ • • +, has an idea of what may happen in regards to many of the issues in that area. This is one step in the process. Chairperson Piland made acknowledgment that the Planning Commission has seen the plan. B. P ~bli irLHParing -Review and determination for i entative eian tor~seall Estates Subdivision located on a nronoc .d co ~ h rly extension of Looking Class Way di__ r~tl_y south of Phase VIII of Forest Glen Sebdivicion (Assessor Man 47 9W 22D Tax Lot 33001 (Applicant: Noel Moorel °-Chairperson Piland opened the Public Hearing. - = - + .Nancy Kincaid reviewed the Tentative Plan including the Staff Report. She stated that one issue raised was concerning lot 11 due to it unusual configuration. Chairperson Piland asked if #here were any conflicts to declare or ex-parte • communications. Herb-Farber had declared:a.conflict of inte[est on the : , . , ,,_. prior application.. There were none from the other commission members. Nancy Kincaid, Interim Planner, reviewed Exhibit 6, the Notice of Public Hearing mailed on October 27, 1995. Herb Farber, 908 E. Jackson, Medford, Oregon , as agent for the project, stated .that. the only thing that did not meet requirements was Lot 11. He further stated that there is probably some potential for reconfiguration and before they get to the final plat stage they may have to come back to the lot with a variance. The language of the staff report and. the .conditions of approval are adequate assurances to the City that this project cannot develop in advance of Forest Glen Phase VIII because it will not have legal access to public streets. No one else came forward in support of or in opposition to the Tentative Plan. Chairperson Piland closed the Public Hearing. Chairperson Piland stated that the commission will accept the staff report as presented. Commissioner-Johnson moved that the: Tentative .Plan for Beall. Estates " Subdivision located on a proposed southerly extension of Looking Glass Way, directly south of Phase VIF of Forest Glen Subdivision (Assessor Map 37 2W 11 D Tax Lot 3300) be approved, subject to the staff report. Commissioner Rapp seconded the Motion. ROLL CALL VOTE: Dunlap, yes; Farber, abstain; Johnson, yes; and Rapp, yes. Motion passed. C. Review and Determination of Final Plat Application for Phase VI of Forest Glen Subdivision located on Tax Lot 1800 of Jackson County Tax Assessor Mho 37 2W 11 A on Glengrove Avenue. east of 1-5 Freeway. Nancy Kincaid, Interim Planner, reviewed an updated memorandum from Paul Worth of the Public Works Department dated November 7, 1995 and stated that the other issues were either resolved or there was an agreement - with Mr. Whittle that evidence vvould be available that those items were completed. Herb Farber, 908 E. Jackson, Medford, Oregon, the agent for Forest Glen VI, stated that he had the items # 4, 5, and 6 indicated in the memorandum as follows: ` 1. A letter from Gary Whittle stating he will reset any disturbed meter boxes. 2. A letter of agreement between Crown West and BCVSA regarding sewer manhole grades. 3. A check for 55,152.40 for city incurred costs. These items were given to Nancy Kincaid, Interim Planner. Mr. Farber stated that the County Surveyor had signed off on the plat and all the technical aspects regarding the ORS laves have been complied with. He also stated that the certification for the manhole covers had been done and he would see that the fax was sent to the Public Works Department. Commissioner Johnson moved that the commission approve the Final Plat Application for Phase VI of Forest Glen Subdivision located on Tax Lot 1800 of Jackson County Tax Assessor Map 37 2W 11A on Glengrove Avenue, east of I-5 Freeway, subject to Interoffice Memorandum conditions that have been met, dated today. Commissioner Dunlap seconded the Motion. ROLL CALL VOTE: Dunlap, yes; Farber, abstain; Johnson, yes; and Rapp, yes. Motion passed. ~- 3 D. @Qview and D rmination regardinq~Similar & Compatible Use A12olication for ~p~y known as 1800E Pine Street (37 2W 01C TL 26001 Nancy Kincaid, Interim Planner, reviewed the Staff Report dated November 3, 1995 concerning the Similar & Compatible Use Application. The applicant, Dan Alison, current business at 5293 Table Rock Road, Central Point, Oregon, came forward in support of the application. Lee Corner, 1377 Perry Road; Central Point, Oregon, representing the owner of the property, came forward in favor of the application. - Commissioner Farber made a motion that the Application be approved and find it to be a permitted use under the C-4 Zone for a combination Saddle and Tack and Retail Pet and Pet Supply Business at 1800 East Pine Street, (37 2W 01C TL 2600) Commissioner Rapp seconded the motion. ROLL CALL VOTE: Dunlap, yes; Farber, yes; Johnson,. yes; and Rapp, yes. Motion passed. E. Revie~^~ and determination regarding Zone Text Amendment amending GPMG Section 17 72 020 pertaining~o Site Plan Aaplications and 17.40.080 pertaining to Parking Requirements in the C-3 Zone. Nancy Kincaid, Interim Planner, stated that City Council had already passed a resolution to make changes and referred it back to the Planning Commission to review and make recommendations. Commissioner Farber explained that this amendment will allow staff to approve simple maintenance requiring a building .permit without having to do a full parking, paving, and grading plan. This does not deal with new construction or new use. Commissioner Johnson moved that the Planning Commission recommend to the City Council thafthey approve the Zone Text Amendment amending CPMC Section 17.72.020 pertaining to Site Plan Applications and 17.40.080 pertaining to Parking Requirements in the C-3 Zone. Herb Farber seconded the Motion. ROLL CALL VOTE: Dunlap, yes; Farber, yes; Johnson, yes; and Rapp, yes. Motion passed. 4 VII. MISCELLANEOUS Chairperson Piland discussed dates for future Planning Commission meetings. The following dates were agreed upon: November 21, 1995 December 12, 1995 December 19, 1995 VIII. ADJOURNMENT -Commissioner Farber moved to adjourn, Commissioner Rapp seconded, and all said Aye, and the meeting was adjourned at 8:00 p.m. '~ v Staff Report to: Central Point Planning Commission November 17,1995 from: Nancy Kincaid, Interim Planning Administrator ' V'\v subject: public Hearing -Review and Determination for a Tentative Plan for Jackson Creek Estates Unit #7 located north of Beall Lane and south and west of the Jackson Creek 6 (Applicant: Tom Malot) Under the authority of CPMC 1.24, the Planning Commission can make decisions osSubdivision Tentative Plan Applications. Exhibit C of this report describes the application, decision criteria and procedure.' Public hearing notices were mailed on October 31, 1995. At the date of this writing, city staff has not received any written or oral comments from the public regarding the proposed Tentative Plan. Planning, Public Works and Public Safety Departments have reviewed the proposal and fmd that density and lot configuration requirements are met and that public services can be provided in an orderly manner, subject to conditions of approval. However, the design of the project is not consistent with city standards, and requires modification to be approved within existing city standazds. It is my understanding that the original proposal for Jackson Creek 6 included this proposal, but that this part of the project was withdrawn because of staff concerns that the proposed access roads were designed in a way that does not comply with city standards for cul-de-sacs. The proposed roads have not been re-configured in this submission, and aze consequently inconsistent with city standards, as follows: CPMC 16.20.080 Cul-de-sac. A cul-de-sac shall be as short as possible and shall in no event be more than four hundred feet long nor serve more than twelve single family dwellings or seventy-five dwelling units. All cul-de-sacs shall terminate with a circular turnaround. (Emphasis added) The proposal includes two cul-de-sacs with only one outlet to the city street grid. Because there is only one outlet, the length of the cul-de-sac is measured from that outlet. This is the interpretation was documented in the file by George Rubaloff, and is also the rule of thumb used in ail of the other jurisdictions where I have worked. Using this standard interpretation, the proposed cul-de- Central Point Planning Commission Page 2 November 17, 1995 sacs are about 450 feet long, measured to the center of the cul-de-sac turnaround. The limit on cul-de-sac length is based upon fue safety concerns mainly, but the. need to loop water service is another pertinent issue. Staff recommends extending the southerly cul-de-sac east to connect with the outlet of Madison Court. This adaptation would reduce the length of the north cul-de-sac because a secondary outlet would be available, so the cul-de-sac could be measured from the intersection internal to this Phase of the subdivision. Without this or other appropriate design modification, staff cannot find that this proposal is consistent with the CPMC. In addition to the above concerns, it has been brought to my attention that special arrangements may be necessary regarding masonry fencing along Beall Lane.. It is my understanding that ten -- - feet of right-of-way for future widening:of Beall-Lane has been agreedao betwcen the. city. and the. developer in the course of approval of Jackson Creek 6, but unless and until such widening takes place, the city has allowed construction of a block wall along the existing property line, with the understanding that the wall will be removed when necessary to accommodate road improvements. If that arrangement is repeated here, Lot 22 is too small to accommodate. future improvement of Beall Lane, If approved, conditions of approval need to include re-configuration of Lot 227 to provide enough. excess area to accommodate the possible future loss of 10 feet of width on the lot's south side to the public right-of-way. The Planning Commission may choose to 1) approve the proposal subject to the above- recommended design changes, 2) continue the public hearing and deliberations to consider an improved design, or 3) deny this application for noncompliance with city road design standards. A - Public Works Staff Report dated November 13, 1995 B - Building Department Staff Report dated November 16, 1995 C - Notice of Public Hearing dated October 31, 1995 D - List of Owners of Record mailed notice of hearing (by reference) E - Assessor Map F - Tentative Subdivision Plan 7 PUBL/C WORKS DEPARTMENT EXHIBIT A TENTAT/VE PLAN REV/EW ~~°,G~ V3Cp0oG°3~ Date: November 13, 1995 Project: Jackson Creek Estates, Unit No. 7 Zone: R - 1 - 8 < # of Lots: 34 No. of Structures 34 Applicant: Tom Malot Construction Co. P.O. Box 3847 Central Point, Oregon 97502 (541) 664-1258 Agent: Dennis Hoffbuhr Hoffbuhr & Associates 1062 E. Jackson Street (541) 779-4641 Engineer: Location: Type of Land Use Action: Tentative Plan Name of Development Jackson Creek Estates, Unit No. 7 Applicable Codes: Central Point Municipal Code (CPMC) 8.24, 28.28, 10.04, 10.16, 12.04, 12.08, 12.12, 12.20, 13.04, 13.20, 14, 15.12, 15.40, 16, 17.20, 17.64 Reviewed By: Michael Thornton -Thornton Engineering g Jackson Creek Estates, Unit No. 7 November 13, 1995 -Page Two 1. TENTATIVE PLAN REQUIREMENTS (16.10, 16.24) Tiflw flaer.infinn Ctwhls• Conditions/Cnmmants/Info Nawdwd 16.10.010 Filing Fee MS 16.10.020 Scale MS 16.10.030 General Conditions a. Name of Subdivision MS b. Date North Arrow Scale MS o. Legal location of subdivision MS d. Names/Address of Owner/Surveyor MS 16.10.040 Existing Conditions a. Location of street (See Exh. "A" No. 9 widths & easements, etc. IN (Provide Exist Street Names b. Topographic Info MS c. Benchmark established MS d. Location and direction of all water courses MS e. Natural features rock outcroppings, marshes, wooded areas MS f. Existing uses of the land Pasture g. Location of all existing streets and utilities MS h. Zoning on and adjacent to tract is compatible MS 16.10.050 Proposed Plan (Provide additional radius information a. Street Location, and the lanes, [See Exh. "A" No. 9 grades, radius of curves, relationship to other existing or proposed streets, and other _. utilities. IN (Provide easemenfwidths b. Easements-Widths/Purpase IN (see Exh. "A" No. 9 & No. 12 c. Lot Dimension MS d. Other Uses MS e. Lot square footage MS IFCTATI IC 1 C!`Chlrl. MS- MEETS STANDARD DMS - DOES NOT MEET STANDARD NA - Nor APPLICweLE BPP - BUILOINO PLAN PROCESS CPP - CONSTRUCTION PLAN PROCESS TPR - TENTATIVE PLAN REVISION FP - FwaL PLAT IN - INFORMATION NEEOEO 9 Jackson Creek Estates, Unit No. 7 November 13, 1995 -Page Three Tentative Plan Requirements (16.10, 16.24 - Cantinuedl Tirla Dwsrrintinn Sratus" Conditions/Comments\Info Needed 16.10.060 Partial Development Is other pioperty adjacent to this property being considered in the NA design? This property can be owned by the subdivider. 16.10.070 Explanatory Information a. Vicinity maps to explain .relationship to existing streets, can require correction to existing streets. MS b. Proposed Deed restrictions NA c. Center Lane profile of streets to show grade (100" beyond street) CPP d. Approximate location and proposed size of utilities. MS 16.24.010 Block length MS - Width MS Shape MS Not greater than 1200' MS 16.24.020 Block size MS 16.24.030 Blocks Easements a. Utilities MS b. Water Courses IN (Provide easement for Jackson Ck. c. Pedestrian Ways, NA [See Exh."A" No. 9 16.24.040 Lots Shapes and Sizes MS 16.24.050 Lots-Size & Determination MS Lot length greater than 2.5 times width prohibited MS 16.24.060 Through Lots MS 16.24.070 Lot Sidelines MS 16.24.080 Large Lot Subdivision NA "STATUS LEGEND: M$ - MEETS STANDARD DMS - DOES NOT MEET STANDARD NA - NOT APPLICABLE BPP - BUILDING PLAN PROCESS CPP - CONSTRUCTION PLAN PROCESS TPR - TENTATIVE PLAN REVISION FP - FINAL PLAT IN - INFORMATION NEEDED V Jackson Creek Estates, Unit No. 7 November 13, 1995 -Page Four II. STREET IMPROVEMENTS: Includes: Street sub~rade, street base, street paving, street lighting,. traffic control/delineating improvements, curbs/gutters, safety improvements, ingress/egress improvement, off-street parking, delivery truck access, traffic requirements, sidewalk, and bikeways. . A. Existing Conditions 1. Street Name -Beall Lane DeSC/%Otlon -Right of Way -Street Width -Moving Lanes -Parking Lanes -Traffic Volume -Sidewalks -Curb & Gutter -Street Lights -Bikeways B. Street Standards Jurisdiction -County Existina Conditions 60' Property to Property Future Regplrements 80' Property to Property 24 ' Curb to Curb 24' to 34' Curb to Curb 2 2 - 4 moving lanes 0 0 - 2 parking lanes 7 VT/D " 5;000-10,000: VT/D none Required none Required none Required Required ra,- n......-:..a:.... Sfnt.,e« Cnndi4inns/(:nmman}e/Info Nwwded 16.20.020 Street Generally a. Location See 16.20.080 b. Width MS See Exh. "A" No. 10 c. Grade CPP d. Relationship to existing street MS e. Topography as iT relates to drainage CPP f. Provide for Street Construction CPP g. Follows a Master Plan CPP h. Traffic Volume CPP I. Safety Features CPP j. Accesses CPP Comp Plans. Street R.O.W. & Widths LS ROW "' MS 50' LS Width •' MS 36' curb to curb SA ROW " IN 80' See Exh. "A" No. 9 SA Width "' IN See Exh. "A" No. 10 STATUS LEGEND: MS-MEETS STANDARD DMS -DOES NOT MEET STANDARD NA -NOT APPLICABLE BPP- BUILDING PLAN PROCESS CPP -CONSTRUCTION PLAN PROCESS TPR -TENTATIVE PLAN REVISION FP -FINAL PLAT IN -INFORMATION NEEDED ~~ Jackson Creek Estates, Unit No. 7 November 13, 1995 -Page Five Street Standards -Continued. " Title Dwcrrinfinn Status" Conditions/Comments/Info Needed 16.20.030 Street Reserve Strip NA 16.20.050 Street Extension NA PWS,VII,G Street Intersection Angles 90° NA 16.20.060 Existing Streets additional width CPP See Exh. "A" No. 10 16.20.070 Half Streot NA 16.20.080 Cul-de-Sac and/or dead-end streets a. Shall not serve more than 12 lots DMS See Exhibit "A" No. 8 b. -Shall not be greater than 400' OMS See.Exhibit "A" No. B , c. Turn-around MS 16.20.090 Street Names MS 15.40 Street Grades and Curves Public Works -MA SA CS not greater than 6% CPP Standards -Not greater than 12°r6 on LS MS -Cannot be less than 1!2°k CPP Curve Radius -LS - 100' MS -CS - 100' NA -SA - 200' NA -MS - 300' NA Stationin CPP Includes: Mainlines, Property Service, Fire Service and Back-flow Protection. A. Existing Conditions 1. One existing 12" water main lies in Beall Lane, and one 8" water main lies in the proposed improvement of Annalee Drive. 2.. One existing fire hydrant lies in the proposed improvement of Annalee Drive 'STA TUS LEGEND: MS - MEETS STANDARD DMS - -DOES NOT MEET STANDARD NA - NOT APPLICABLE BPP - BUILDING PLAN PROCESS CPP - CONSTRUCTION PLAN PROCESS TPR- TENTATIVE PLAN REVISION FP - FINAL PLAT IN - INFORMATION NEEDED ,1, ~/ Jackson Creek Estates, Units No. 7 November 13, 1995 -Page Six B. Water Standards: TI}IA nACf:llh}Ifln Status" Conditions/Comments/Info Needed 15.40 Water System provided mains CPP See Exh. "A" No. 4 Public Works Standards Service laterals, 1 ea. lot CPP- Fire Hydrants not greater than 300' apart CPP Fire Flow 1000 g.p.m. provide minimum pressure 40 psi CPP See Exh. "A" No. 4 13.20 Backflow Prevention IV. SANITARY SEWER IMPROVEMENTS Includes: Mainline, Property Service, Regional System Development Charge, Local Systems Development Charge. A. Existing Conditions: 1. 8" sanitary sewer line lies between lots 212 and 213 in the proposed Jackson Creek Estates Unit #5. 2. One 8" sanitary sewer line lies in the proposed Jackson Creek Drive. B. Sanitary Sewer Standards: rtia nasrrintinn Status" Conditions/Comments/Info Needed 15.40 Adequate sizing,Mainline services CPP See Exh. "A" No. 7 Public Works Standards Regional Systems Development Charge Local Systems Development Char e "STATUS LEGEND MS -MEETS STANDARDS DMS -DOES NOT MEET STANDARD NA -NOT APPLICABLE BPP -BUILDING PLAN PROCESS CPP -CONSTRUCTION PLAN PROCESS TPR -TENTATIVE PLAN REVISION FP -FINAL PLAT IN - INFORMATION NEEDED ~~ Jackson Creek Estates, Unit No. 7 November 13, 1995 -Page Seven IV. STORM DRAINAGE IMPROVEMENTS Includes: Discharge Basin, Wetlands Requirements, pretreatment requirements, mainlines, services, catch basins, and erosion protection. A. .Existing Conditions. L Jackson Creek lies along the westerly property boundary. B. Storm Drain Conditions: Thin Dasrrintinn Status" Conditions/Comments/Info Needed 15.40 Surface Drainage-and storm sewer See Exh. "A" No. 5 Public Works system CPP Standards Provide drainage through the subdivision CPP Are there adverse effects placed on downstream structures? No cetchbesin located greater than ` 350 feet apart for any curb and gutter section CPP Discharge Basin OR& 196.800 Wetlands Disturbance See Exh. "A" No. 13 ORS 468.740 Erosion Control Plan Roof Drainage, Area Drains, Crawi See Exh. "A" No. 1 Spaces CPP ORS 8.28 Flood Mana ement CPP See Exh. "A" No. 6 • STA TUS LEGEND: MS- MEETS STANDARD DMS - GOES NOT MEET STANDARD NA - Nor A~LICneLE BPP - BUILDING PLAN PROCESS CPP - CONSTRUCTION PLAN PROCESS TPR- TENTATIVE PLAN REVISION FP - FINAL PLAT IN - INFORMATION NEEDED G/~f IIUI 1 N PUBLIC WORKS DEPARTMENT TENTATIVE PLAN CONDITIONS A. ORS Chapter 468.740 requires that all developments which will disturb 5 ACRES OR MORE of land adjacent to a stream which discharges to surface waters of the State of .Oregon shall as a part of the construction .permitting .process submit an "Erosion Control Plan." The "Erosion Control Plan" shall require a PERMIT from DEQ. No construction on any Tentative Plan storm drainage system. can occur until authorization to do so has been granted by DEO. B. Developer shall provide and install ladder rungs approved by the Central Point Public Works Department for each sanitary sewer manhole with a depth greater than 4.0 feet to the flow line of the manhole. C. Developer's engineer shall design the water system to provide the minimum fire flow per the Fire Chief's Staff Report. D. Developer shall construct all utilities, streets, and other structures discussed herein, within rights-of-way owned, or to be owned by the City of Central Point, in accordance with ali rules, regulations, ordinances, resolutions anal other applicable requirements- ` of the City 2if CerrtraP Point for the construction ofthi5-development. - E. This review for the Tentative Plan submitted by the applicant .was done so in accordance with all the rules, regulatipns and ordinances.. in effect as of the date of this review. Any modifications by Developer of this project after City Planning Commission approval, could require resubmittal of an application, and approval by the City Planning Commission based on the recommendation of staffxesponsible for this review. F. All costs associated with this Development and the conditions placed on this Development shall be the sole responsibility of the applicant/owner. G. No construction will begin on this project or any building until such time as plans and specifications have been reviewed and approved by the Public Works Department and other required divisions of the City and a Construction Permit has been issued for each portion of the project requiring a permit. H. The Final Plat of this Subdivision shall not be approved by the Planning Commission until all conditions as herein stipulated and approved for this project have- been met by approved construction, bonding or a combination thereof. I. The City shall approve street stationing prior to Developer's engineer designing the improvements for this Tentative Pian. J. The developer shall submit an AutoCAD compatible digital drawing of the Final Plat at the time of Final Plat Approval. 15 c~nirsi i H Public Works Department -Tentative Plan Conditions JACKSON CREEK ESTATES,UNIT`NO. 6 _. 1. -All ° structures shall have roof drains; area drains, and crawl spaces with positive drainage away from the structure and drain lines connected to a curb drain, or an approved storm sewer. The developer shall provide the necessary storm drainage improvements and lot grading to assure that all streets, lots, and all properties will drain properly. The developer shall submit a grading plan with the construction drawings and perform such grading and drainage improvements which satisfies this drainage condition leaving only minor grading required for each lot during construction. 2. The City's Engineer shall at the cost of the developer, evaluate the strength of the native soils and determine street section design in accordance with the Public Works Department Design Standards. The streets shall use the following design criteria: Street Name Beall Lane Jackson Creek Drive All other Streets Average Daily Traffic 10,000 VT/D 1,500 VT/D 1,000 VT/D Trucks 5% 2% 5% 3. The construction drawings for this Tentative Plan shall include a Street Lighting Plan and a Traffic Control Plan in accordance with the requirements of the City of Central PoinfPublic Works Department. The.constructiop drawings shall include clear vision areas designed to meet the City of Central Point Public Works Standards. Developer shall pay for all costs associated with the design and installation of the improvements °; s: .' specified on these plans. 4. The construction drawings will indicate type, size and location of water mains and fire hydrants in accordance with the City's Public Works Standards and the recommendation of the City's Fire Chief. The developer's engineer shall provide calculations showing that the proposed. water system shall be adequate to meet the required fire flows. 5. ..Developer shall construct an adequately sized storm drainage system to provide for runoff onto the subdivision property and from each lot. Prior to construction plan approval for the improvements for this Tentative Plan, the developer's engineer shall provide a complete set of drainage calculations for sizing the storm drainage system. The engineer shall use the rainfall/intensity curve obtained from the Public Works Department for hydrology calculations.. 6. The developer's engineer shall prepare and provide the City's Public Works Department vvith a hydrologic and hydraulic analysis of Jackson Creek. The analysis shall determine .the 100 year flood elevations in conformance with FEMA's "Engineering Methods for Estimating Base Flood Elevations in Unnumbered A Zones (Approximate ~. Exhibit "A"- Specific Conditions-Continued ' ~• ~ • °Study Areas)." The developer's engineer-shall determine and provide the°City's Public Works Department with the limits of the floodway in conformance with FEMA requirements. The Final Plat shall show the 100-year flood boundary, floodway and elevations. 7. An agreement exists between the City of Central Point and the Bear Creek Valley Sanitary Authority for Jackson Creek Estates, Unit No.'s 6 & 7. The applicant shall obtain and become familiar with the conditions of this agreement, including the stipulation that portions of the sanitary sewer construction for Unit No. 7 will be .approved, inspected and owned by the City of Central Point, and portions by BCVSA. 8. The proposed cul-de-sac configuration does to conform to the City's Municipal Code Section 16.20.080. The applicant shall submit to the staff for approval by the City, a revised Tentative Plan which provides a street configuration which conforms with the City's code. - 9: The following information shall be included on the revised Tentative .Plan and/or Final Plat: a. Radius information at all right-of-way and centerline curves (16.10.0501. - b. The widths of all easements shall be shown {76.70:05'0). c. .Street names shall be shown for all streets, new, existing and proposed extensions (16.10.040) d. An easement in favor of the City for access to Jackson Creek (16.24.030). e. Delineate the proposed right-of-way dedication for Beall Lane, 40' centerline to R.O.W. 10. The developer's construction drawings and improvements shall include the widening and improvements of Beall Lane to conform with the City's Public Works Standards. The improvements shall include the widened street section, curb and gutter; sidewalk, storm drainage, and 10.1 pavement transitions beyond the frontage of the project. The construction shall include a minimum 100' long right turn lane on to Jackson Creek Drive. 11. If the developer proposes to construct a wall or fence along Beall Lane, the wall shall be constructed outside of the City's right-of-way and in conformance with the City's codes and standards. The Planning Commission and Developer are directed to the 10- foot dedication agreement for Unit No. 5 as a reference as to how this condition was accomplished previously. 12. The developer shall re-align the proposed storm drain easements through lots 240 and 244 to lie adjacent to, and parallel with, the proposed lot line boundaries. 13. The Oregon Division of State Lands has prepared a response to the Wetland Land Use Notification for this project. The developer shall become familiar and comply with the comments of that response. SANITARY SEWER SERVICE AREA AGREEMENT _ " " . FOR JACKSON CREEK ESTATES, UNIT NO.S 6 AND 7 , The purpose of this agreement is to reach a compromise regarding the providing of sewer service to Unit Nos. 6 and 7 of Jackson Creek Estates and to show g6od faith that both BCVSA and the City are interested in reaching a more all-encompassing agreement. Such agreement would provide for the partial release of customers from the existing territory of BCVSA to the City of Central Point for the benefit of all customers. It is hoped that such an all-encompassing agreement can be entered into in the near future for the balance of the property within the Central Point Urban Growth Boundary. WHEREAS, the City and BCVSA has entered into two different agreements in 1993 that have allowed the City to withdraw territory from BCVSA; WHEREAS, bath BCVSA and the City are interested in providing efficient service at the least cost to the area; WHEREAS, such sanitary sewer service is necessary to protect the health of valley residents; , WHEREAS, the state law allows for the provision of such service by BCVSA unless specific determinations are made; WHEREAS, both parties believe that it is more efficient and in the public's best interest for the City to provide service to a portion of this development. It is hereby agreed between the City of Central Point, Oregon, and Bear Creek Valley Sanitary Authority as follows: 1. All of Phase 1 of the Jackson Creek Estates, Units 6 and 7 will be served by the City of Central Point. This is a total of 25 lots, numbers 192 through 216. 2. An additional five lots in Phase II, numbers 217 through 221, will also be served by the City for a total of 30 lots. 3. The remainder of Phase II, a total of 29 lots, numbers 222 through 250, will be served by BCVSA. See attached map. i -Jackson Creek Estates Sewer Service Agreement ...,. e AGREED to as of '~ 1995. CITY OF CENTRAL POINT ' Mayor Rusty Mc" th ATTESTED: .P9~ AOMN34-5 BEAR CREEK VALLEY SANITARY AUTHORITY v /~ ,. ,H L~ '(~ / ~f Chairman Walter W. Wassum COUNTERSIGNED: Charles L. Root, Manager 3 -Jackson Creek Estates Sewer Service Agreement ~. I JACIiSO:ti L'P.F.CK EST.ITE L`:\`ITS A'O.G 1: :\'0.7 GOCATL'D !ti 372W10C T.L. 3000 JACIfSOi\' COL'.GT}: OP.. / ... .:$ ~ i - 1_ ~ _-. _." 'I :~ . _.-_ _•_ P45 ~ ': :: L ? is =~=' .. .~'- V. ~ ~ 1 _ ~ ~ ~ .•- • . ~~ -.•-. ~.-.. ~~ y -r -. -_- 1 •. .. .~ • .. -- .~ _ _ .. 1 ., = _._ r . i __ ~•` r. ;VC DP,IGE~ _ . ._ • ~ :._ _.- .:7 ::~ ::.:a !~`: - ~ • ~ .- . ... ..~ - ~~ s ' `~ .-. 7i~ Summer Street nt ~aiem, vregort y/eiv ~ ~? ? 503/378-3805 -tc,.a ~~ o 1. County_ `'• r-,-;,! nn Local Case File No.: ' City: _ Crnrral p.,+.+r DSL File No.: 2 2: APPLICANT: Tom Malof LANDOWNER: Clifford B. Cordv. Jr. name name P.O. Box 3847 2134 Beall Lane. street street Central Point. OR 97502 _ Central Point. OR 97502 city state zip city .state zip (503) 664-1258 (503) 664-1905 phone phone 3. LOCATION: rirx3yuail 'RaRZW u`~c S a'J~GfG7d kDSt TdX LOtCS)t~afw3C~py ~I~U. ..f .rtu~..a~<u, Attached: X NWI map ____ Parcel map ____ Site plan x Other -4. .SITE INFORMATION:... • WWI Wetland Classification Code(s) PFOC (Palustrial Forested Wetland Seasonally Soil Series Name <optiortall Flooded) Adjacent Waterway (ff any) Jackson Creek In Floodplairt? Y X N _ "" Current Land 'Use- -Residential & Field Croo ZOning Sintcle Family Residential (Planned) 5. PROPOSED ACTIVITY: • _ site plan approval - subdivision grading permit - planned unit development _ conditional' use permit public•HOrks (Spet;f~l _ building permit X other Proposed Annexation _ Zone. Change to- Project Description: Future Subdivision Completed by/Contact: G Rubaloff -Planning Ddte June 20, 1994 Address Administrator Phone (503) 664-3324 (rbla form is to beconyaleted only by plaanlag d<patYmaaC staff for mapped waCZandaJ DSL RESPONSE ^ A removal-fill permit 1s required from the Division of State lands. ^ A removal-fill permit xiil be required Hhen the development project proceeds. EGA removal-fill permit may be required. ~,Informatiort needed includes: ~~ A Hetlaod determination/delirneation rep+o'rt.", 6p-~o ~.~la{~-tr;~S~~Y\ ^ ~ ~-~P.~Yy~l~ pJC.~h~6[ ; .~P-<S~`~l~d V\/Gf{r~~•c ^ State permit ^ Kas issued ^ .has been applied. for. ^ No removal-fill permit is required for the described project if/because: ^ A permit may be required by the Corps off",E,ng~in"e_e~rs < ~x.~' ~xCF~"o ~ Wri1~'`,c~- C~(u cam. '^'~' ;'1'{-~` ,,~'`Commertts• 1zP=~c~_~.` Response completed by: ~L' « If the project is changed to state removal-fill permit will 4'~"0 s.c~.et~e ~a:Ckca 2'%'~ Date ~• (: `74~ frtvolve fill or removal `rom the ~retlands area, a be required. 21 4. The City will approve, inspect, and own the contractor built lines in Jackson Creek Drive, Mallory Court, Madison Court, and the portion of Annalee Drive 'east of Jackson Creek Drive. 5. BCVSA will approve, inspect, and own the contractor built lines in Lynn Lane and the portion of Annalee Drive west of Jackson Creek Drive. In addition, BCVSA will pay to the City 5.77 per month per house for each of BCVSA's 29 lots for joint use of City lines. (The formula for inflation increases, pay- ment schedules, etc. can be found in the November 7, 1988 agreement.) 6. Each agency will levy and collect its own fees and charges. Iri addition, BCVSA agrees to collect and transfer to the City, the city sewer fund's share • of the water reservoir obligation per house, as provided. by the City of Central ~j' ' Point, until that obligation has been paid in full. That amount is S n » per-o' • r home that is connected to the sewer service. C~ 7. Both parties agree to execute appropriate documents. in regards to: - - ORS 450.987,. as was done for properties on Chicory Lane 372W10DA Tax Lot 100 and Freeman Road 372W11A Tax Lot 300. 8. Without unnecessary expense, BCVSA is unable to provide service to a portion of the area. 9. In consenting to such withdrawal and pursuant to ORS 450.987, BCVSA and the City of Central Point stipulate to the following: a) Withdrawal of these 30 lots will have no substantial adverse impact on the ability of BCVSA to provide service to its remaining territories; b) The withdrawal is not solely far the tax advantage of the affected property owner(s1; c) The withdrawal will not result in non-contiguous parcels being served by BCVSA; d) BCVSA cannot provide adequate service to the subject territory within a reasonable time; and e) It is in the best interest of the public that this agreement be approved. 2 -Jackson Creek Estates Sewer Service Agreement 22 EXHIBIT STAFF REPORT Date: 11/16/95 Project: Jackson Creek Estates Unit # 7 Tentative Plat Developer /Applicant: Tom Malot Surveyor :Douglas McMahan Agent: Dennis Hoffbuhr This Staff Report Review covers the Fire Protection aspects of the proposed Tentative Plat. The requirements outlined herein are based on the:1491 Edition~ofthe Uniform Fire Code with 1992 State of Oregon Amendments. This review assesses the Fire Protection needs related to Water Supply, Fire Department Access, Required Fire Flow. THE FOLLOWING ARE MY FINDINGS:. 1. The required fire flow for this project is established at 1000 g.p.m. ,based on Appendix A-III 5. for One & Two Family Dwellings when the largest structure within this development does not exceed a fire area of 3600 sq. ft. If there is planned for a structure to be built within the development that would exceed a fire area of 3600 sq. ft. the required fire flow will be established using Table No. A-III-A-1 of the of the Uniform Fire Code. Fire Area is defined as the total square footage of all floors, 3. Water supply is to be calculated and designed by applicants engineer and submitted to the City for their review to substantiate proposed design as shown on Tentative Plat submitted. Hydrant locations shall be established by the Fire Chief , but as a minimum will not exceed a spacing between hydrants of 300'. 4: The proposed cul-de-sac design configuration submitted does not meet the Central Point Municipal Code Secfion 16.20.080. The applicant shall submit to staff for the City's approval a revised Tentative Plat which provides a street configuration design that meets CPMC 16.20.080. Cut-de-sad design criteria is established not only to move traffic for the motoring public safely but also, and most importantly provides for appropriate Fire Department Access to facilitate operational logistics in the event of a Fire Emer~encv. (cont'd) iC- % Page 2 5. Timing of the. installation of the water system for required fire flow and Fire Department access shall be completed, tested, and approved by the City prior to the issuance of any Building Permits. Approval of the submitted Tentative Plat is not an approval of omissions or oversights by this office; or of non-compliance with any applicable regulations of this jurisdiction. Note* COPIES OF THE CODE SECTIONS PREFACED IN THIS REPORT WILL BE DISTRIBUTED TO THE DEVELOPERS OF THIS PROJECT FOR THEIR REFERENCE. Reviewed By: Mark A. Servatius Fire ChiefBuilding Official ~i 1991 UNIFORM FIRE CODE APPENDIX III-A Division III FIRE PROTECTION APPENDIX III-A FIRE-FLOW REQUIREMENTS FOR BUILDINGS 1. SCOPE The procedure detemtiningfire-flow requirementsforbuildings orportions of . ...~.~~. buildingshereaftetconstroctedshallbeinaccordancewiththisappendix:Thisap- ~ - ~ ~ -~ ~ - pendixdcesnotapply[ostntcturesotherthanbuildings.Thechiefmaybeguided II ' by NFPA 1231 in areas that are unable to comply with this appendix. 2. DEFINITIONS For the purpose of this appendix, certain terms are defined as follows: FIRE AREA is the flcerarea, in square feet, used to determine the required fire flow. N FIRE FLOW is the flow rate of a water supply, measured at 20 psi residual `__ pressure, that is available for firefighting. z - 3. MODIFICATIONS (a) Decreases. Fire-flow requirements may be modified downward by the _ chiefforisolaledbuildingsoragroupofbuildingsinrumlareasorsmallcemmu- ~~ • nines where the development of full fire-flow requirements is impractical (b) Increases. Fire flow may be modified upward by the chief where condi- tions indicateanunusual susceptibility to group fires orconflagmtions. An upward modification shalt not be more than twice that required for the building under consideration. ~ . 4. FIRE AREA (a) General. The fire area shall be the total floor area of all Boor levels within "s_ the exterior walls, and under the horizontal projections of the roof of a building, except as modified in this section. (b) Area Separation.Portionsofbuildingswhichareseparatedbyoneormore four-hourareaseparationwallsconstmctedinaccordancewiththeBuildingCode, ~ • ~•~•~ without openings and provided with a 30-inch parapet, are allowed to be consid- erect as separate fire areas. (c) Type I and Type II•F.R. Construction. The fire area of buildings con- structedofTypetandType Il-F.R.constructionshallbetheareaofthethreelargest successive Boors. 5. FIRE-FLOW REQUIREMENTS FOR BUILDINGS ' - (a) One-and Two-Family Dwellings. The minimum fire Bow andflowdura- _ - tionrequirementsforome-and [wo-family dwellings havingaflrearea whichdces notexceed3,600 square feetshall be 1,000 gallonsperminute. Fire Bow and Bow AC 495 APPENDIX III-A, A-III-A-1 1991 UNIFORM FIRE CODE duration fordwellingshaxingafireareainexcessof3,600squarefeetshallnotbe __ less than that specified in Table No. A-III-A-I. EXCEPTION: A rcAuction in required fire flow of 50 percent, as approved by - the chief, is allowed when. the building is. provided with.aaapproved automatic sprinkler system. (b) Buildings other than One- and Two-Family Dwellings. The minimum fire Flow andRowdurationforbuildingsotherthanone-and two-family dwellings shall be as specified in Table N¢ A-III-A-I. EXCEPTION: Areductioniarequired fire Rowofupto75 percent,asapproved by the chief, is allowed when the building is provided with an approved automatic sprinklersystem. The resulting fire flow shall not be less then I SOOgallons permin- ute. N g TABLE NO. A-III•A-1 ~ MINIMUM REQUIRED FIRE FLOW AND FLOW DURATION FOR BUILDINGS flaE AaEA (square teal) FlNE type 4F P IIO~Ha IVnM T Type 14N FLOW ll o na (tla . . IFfiN! . III On>Hn.' . V-0naHR' 114N' Type NW p e r minute) DUNAiWN (houro) 22,700 12,700 8,200 5,900 3,600 • 1,500 30,200 17,000 10,900 7,900 4,800 1,750 38,700 21,800 12,900 9,800 6,200 2,000 48,300 24,200 17,400 12,600 7,700 2,230 2 59,000 33,200 21,300 15,400 9,400 2,500 70,900 39,700 25,500 18,400 11,300 2,750 83,700 47,100 30,100 21,800 13,400 3,000 97,700 54,900 35,200 25,900 15,600 3,250 112,700 63,400 40,600 29,300 18,000 3500 3 128,700 72,400 46,400 33,500 20,600 3,750 145,900 82,IOQ 52,500 37,900 23,300 4,000 164,200 92,400 59,100 42,700 26,300 4,250 183,400 103,100 66,000 47,700 29,300 4500 203,700 114,600 73,300 53,000 32,600 4,750 225,200 126,700 81,100 58,600 36,000 5,000 247,700 139,400 89,200 65,400 39,600 5,250 271,200 152,600 97,700 70,600 43,400 5,500 295,900 166500 106,500 77,000. 47,400 5,750 Greater Ceater 115,800 83,700. 51500 6,000 4 " 125,500 90,600 55,700 6,250 " 135,500 97,900 ~ 60,200 6,500 " 145,800 106,800 64,800 6,750 " 156,700 113,200 69,600 7,000 " 167,900 121,300 74,61X1 7,250 " 179,400 129,600 79,800 7,500 " 191,400 138,300 85,100 7,750 " Greater Greater Greater 8,000 =' tTypes of construction are baud upon the Building Cade. 496 ~~ Chapter 16.08 DEFINITIONS Sections: 16.08.010 Definitions. 16.08.010 Definitions. As used in this title the mas- culine gender includes the feminine and neuter gender and the singular includes the plural. The following words and phrases, unless the context otherwise requires, shall have the mean- ings assigned to them. 1. "Alley" means a narrow street through a block pri- marily for vehicular service access to the back or side of - properties,otherwise abutting•on-another street. •~ _ 2. "Applicant" means the owner or-contract purchaser bf the property sought to be subdivided, partioned or developed, or .the person duly authorized in writing by such person or persons to-act as agent to seek -subdivision, -pardon or de- velopment, and in connection therewith, to bind the property to any conditions thereof. 3. "Building line" means a line on a plat indicating ,, the limit beyond which buildi-ngs-or structures. may .not be ~- erected. 4. "City" means any representative of the city of Cen- tral Point authorized to make the decision in question, in- cluding but not limited to, the public works director, the city administrator, the planning commission or-the city council. 5. "Cul-de-sac" (dead-end street) means a short street having one end open to traffic and being terminated by a ve- hicle turn-around. 6. "Development plan" means any plan as defined in Cen- tral Point Municipal Code Section 15.16.010. 7. "Easement" means a grant of the right to use a strip of land for specific purposes. 8. "Final plat" means the final map and other writing containing all the descriptions, locations, specifications, provisions and information concerning a subdivision, and where applicable, includes a partition plat prepared by a registered professional. land surveyor.. 9. "Flag lot" means a lot or parcel surrounded by other parcels on all sides and connected to the public ,right-of-way by a privately owned driveway or easement for. ingress and egress. 10. "Half street" means a portion of the width of a street, usually along the edge of a subdivision where the remaining portion of the street has been or could ,later be provided in another subdivision. 197 (Central Point 4/91) c~ r) 16:20.080--16.20.130 - be subdvided;,the other half of,._the street shall be plat- e - ted within such°tract. Reserve>strips!•and street plugs may be required to preserve the objectives of half streets. (Ord. 1650 (part), 1990). 16.20.080 Cul-de-sac. A cul-de-sac shall be as short as possib a and s all in no event be more than four hundred feet long nor serve more than twelve single-family dwell- ings or seventy-five dwelling units. All cul-de-sacs shall terminate with a circular turn-around. (Ord. 1684 §11, 1993: Ord. 1650 (part),- 1990). 16.20.090 Streets--Names. No street name shall be used which will duplicate or be confused with the names of existing streets except for extensions of existing streets. Street names and numbers shall conform to the established pattern n~the city and the surrounding area and shall be subject to the approval of the city. (Ord. 1650 -(part), 1990). 16.20.100 Streets--Adjacent to railroad right-of-way. Wherever the proposed subdivision contains or is adjacent to a railroad right-of-way, provisions shall be made for a street approximately parallel to and on each side of such right-of-way at a distance to,be determined by city. Such distance shall be determined with due consideration at cross streets of the minimum distance required for approach grades to a future grade separation. (Ord. 1b50 (part), 1990). 16.20.110 ..Planting easements. Where physical condi- tions require approval~of streets less than fifty feet in right-of-way width, additional easements for planting of street trees or shrubs-may be required. (Ord.. 1650 (part), 1990). 16.20.120 Alleys. A. Location. Alleys may be pro- videdin•commercial and industrial districts, unless other permanent provisions for access to off-street parking and loading .facilities are made as approved by the city. B. Intersections. Alley intersections and sharp changes in alignment shall be avoided. The corners of necessary alley intersections shall have a radius of not less than twenty feet. (Ord. 1650 (part), 1990). 16.20.130 Sidewalks. Sidewalks shall be constructed in accordance with such standards as are adopted by the city. Sidewalk construction shall be completed on each individual lot prior to the city building inspector grant- ing a certificate of occupancy for any construction upon 210 (Central Point 8/93) 28 ~~CFIIBIT ~ 155 Sayth Second Street central Point, OR 97502 (503) 664-3324' Ceorge Rubaloff r Planning Atlministrator THE HEART OF THE ROGUE RIVER VALLEY NOTICE OF PUBLIC HEARING Date of Notice: October 31, t995 Hearing Date: Tuesday, November 21, 1995 Time: 7:00 PM (approximate) Place: .Central Point City Council Chambers 155 South Second Street, Central Point, Oregon Sandy Lommel Administrative- Planning secretary Beginning at the above place and time, the Central Point Planning Commission will conduct a .public hearing to .review a Tentative Plan Application for Jackson Creek . ~ - Estates,Subdivision. Phase VII. The.proposed.divisign ,is located in ,the„Residential Single-Family District (R-1-8 Zone) and located immediately east of 7ackson Creek, south of Jackson.Creek Estates Unit I. The subject property is a 10.18 acre parcel further described as Tax Lot 3000 of Tax Assessor Map 37 2W IOC. This phase of the development features 341ots ranging in size from 8006 to 14406 square feet. Access to the subdivision is from the junction of Analee Drive and Jackson Creek Drive to the east. The property owner of record is Tom Malot Construction Company. The authorized . agent in the application process is Dennis Hoffbuhr of Hoffbuhr and Associates, Inc. The requirements for approval of a tentative plan for a subdivision are set forth in CPMC Chapter 16, relating to street, water system, storm drainage and sanitary sewer and CPMC Chapter 17 having to do with zoning district requirements and lot dimensions. Tentative Plans and Site Plans are also reviewed in accordance to the City's Public Works Standards. Any person interested in commenting on the above-mentioned land use decision may submit written comments up until the close of the hearing scheduled for November 21, 1995. 29 2. Written comments should be sent to Central Point City Hall, 155 South Second Street, Central Point, Oregon 97502, attention, Nancy Kincaid, Interim Planning Administrator. 3. Issues which may provide the basis for an appeal on the matters shall be raised prior to the expiration of the comment period noted above. Any testimony and written comments about the decisions described above will need to be related to We proposal and should be stated clearly to the Planning Commission. 4. Copies of all evidence relied upon by the applicant are available for public review in Room 214, City Hall, 155 South Second Street, Central Point, Oregon: Copies of the same are available at 15 cents per, page. 5. For additional information, the public may contact the Planning Department at (503) 664-3324. At the public hearings the Planning Commission will review the application, and technical staff reports, hear testimony from the applicant, proponents, and opponents and hear any arguments on the application. Any testimony or written comments must be related to the criteria set forth above. At the conclusion of the review hearing, the Planning Commission may approve or deny the Tentative Plan for Phase VII of Jackson Creek Estates Subdivision. City regulations provide that the Central Point City Council be informed about all Planning Commission decisions at the regularly scheduled Council meeting following the decision date. The Council may, on its own motion, call for a review of the Planning Commission decision. Any party aggrieved by the action of the Planning Commission may request a review of such action by the City Council by filing a written appeal to the city no more than seven days after the date the-city mails the notice of the decision. VICINITY MAP ~, 6 Y~6<~ ep Y Hx w..~• K.e.s w.+ { ~r_.. ~f ae. t.. ~~uuswbex uumw s "",~' s ~° ~ ,.~,~a..,~. ~ ~.~. ~ ~ 3Q F ,R 1 111 I $ !I 1 i $ I I I 1 ~ I p 1 ~ I I ~~ ~ ~AA i f~A i €~A I ~I 1 I ~I i i I uJ I I I 1 ~i,,,~~^T~ ~t_ ~E{Q pp I~ // FF ~ ~ ~q'$I I II i iJ iR~ _~ ii`~ •N= i~'i {p IN •W ~.. ('~~a ~ ~3( 1I 1 ! 'a __ _ 111 _ __ _ •~ .i a ~ ~~ G~ IDII 1~}~P SI/.y' .. "' I f,,, _ __ .4911' ~iN ~ Iii f ~ ~ti iii5 i {v~NI ~:~n iw !il"Ni =x ~i i I~ ~0 ~Ia~ ~ I j(A =S I I t I III I A 1 1 tJ n I I ~~ [g II-1 ii 1 {J lN, \N p•CW' RtW 1 S I I j `;j ~ 1 Ig I I m j In ip 1 1 i u 1 a c c ~,1- 1t _ s' 1 I pLI I fH {Na ~r 1 p ~J ~1 S ~"~ \ 1 fl C~ tN S ¢ ____-_ DCO , I iGI ~ ~>2•;v1 C 1 {( LII [~ - ~r vlwl € I I II ~ iN ----- I 1 i W I , i N ~ ,. .~ ;;~i ti. N ~0e~-------- _I I;: , . Buz iN 1 I e= __ _ I ~ ~ '~ , - -____ I i ,. ; ~., - ~ar l I I ° , ~{ar ~, ~Aa ; ~Ad ; I I -- II I 1 II I 1 1 1 t C >,' c ~~~ E~ s ~s ~ S { y ~ ~~ ~~ ~ 1 5 3 ~c 4 3 -..---• ka: (~F EXHIBIT 1' -~ i ~ --____ L I 1 1 __~ m/ 1 I 1 1 1 N .-, 1 1 I 1 Ip` 4 1~4 n'----' O 1 1 W e /-O I I ~ m ~ Z m --- - ---; N a n ce -I m D ~ OoXD 7 ~ ~ ov (n rn ~ ° z_pD g` 0 oa Dm N ~ -I N s= z z _1 '0 %N PN ~~'11 ~~p1 ~~-NI D4~+ N.3 COLD N13n~ NI(n1 'C p~ IIjnan 4~~ -I ((~G~~III(~YY~) W0~116~ ~ yVDD wl BZb3 O~ji. ~Z~ ~uDNti -•Vm ~$ym ~m apy p8~ F m~a' pr-X~ m `~-Nin d`O ~`O n _BWmnn$~~ ~~~ A~~ P~ ~~ ~y j~ -'1 ~i (~ I~ Qs p ;(Ip Z]hN11~A try]~1, -cif p rj ~ IfITAO y^~IT to (ylm Nlllm g (~~ NN~W.(~` O N B-INN Z ~4~k~~.`o ~ ~~ s S ~rOm~z <m gp $ 31 Staff Re ort to: Central Point Planning Commission November 17,1995 from: Nancy Kincaid, Interim Planning Administrator 1111~i subject: public Hearing -Review and Determination for a Site Plan Review for a proposed 12,000 square foot office building to be located at 612 East Pine Street. (Applicant: Tom Malot) Hack rg ound Under the authority of CPMC 1.24, the Planning Commission can make decisions on Site Plan Review Applications. Exhibit C of this report describes the application, decision criteria and procedure. Section 17.72.050 of the CPMC states that `The city may attach to any site plan approval given -under this chapter specific conditions deemed necessary in the interests ofpublic health,-safety or welfare ...' Consequently; the Planning Commission has the discretion to attach conditions to an approval that it deems to be in the public interest. Planning, Public Works and Public Safety Departments have reviewed the proposal and fmds that the proposal can be developed consistent with city standards, subject to the conditions of approval listed in the reports from Public Works and the Fire Department. Parking for the project appears to be adequate. However, spaces 33 and 34 cannot be counted as parking spaces becuase the area is necessary to make the two ADA handicapped access spaces large enough for loading and unloading. An additional recommendation from staff, intended to improve sight distance at the comers of the parking lot, is to designate four or more of the end parking spaces as compact car only spaces. This will preclude most vans and trucks from using the spaces, consequently improving intersection approach sight distance. If the compact car spaces are reduced in size consistent with conventional parking design standards, the increased distance of parked vehicles from the street will additionally improve sight distance. Egl-ibits A - Public Works Staff Report dated November 7, 1995 B - Fire Department Staff Report dated November 11, 1995 32 Central Point Planning Commission Page 2 - November 17, 1995 C - Notice of Public Hearing dated November 17,1995 D - List of Owners of Record mailed notice of hearing (by reference) E - Assessor Map F - Proposed Site Plan 33 PUBL/C WORKS DEPARTMENT S/TE PLAN REV/EW ~~G°a~l~ G3GpOo G~~ Date: November 7, 1995 Project: Site Plan Review - Malot Office Building ~'~ 940 Zone: C-3 # of Lots: 4 Tax Lots as described below No. of Structures 1 Office Building Applicant: Tom Malot Construction, Ina 612 East Pine Central Point OR 97502 Phone: (503) 664-1258 Agent: Tom Malot Engineer: None Specified Plans Prepared EXHIBIT By: Tom Malot Construction, Inc. 150 Manzanita Street Central Point OR 97502 Location: T37S R2W WM Section 2CC, Block 43, TL 6800, 6900, 7000 & 7100 Type of Land Use Action: Site Plan Review Reviewed By: Paul W. Worth -Public Works Technician e~ Malot Office Building November. 7, 1995- Page Two Includes: Street sub-grade, street base, street paving, street lighting, traffic control/delineating improvements, curbs/gutters, safety improvements, ingress/egress improvement, off-street parking, delivery truck access, traffic requirements, sidewalk, and bikeways. A. Existing Conditions 1. Street Name - E. Pine St. - MA-01, Jurisdiction-City • Descri tom, Existinr ,onditions mature Requirements -Right of Way -Street Width -Moving Lanese" -Parking Lanes -Traffic Volume -Sidewalks -Curb & Gutter -Street Lights -Bikeways 80' Property to Property 64' curb to curb 4 2 ?7 VT/D Yes Yes No No 100 '- 110' • 84'" 2 10,000-40,000 VT/D Required Required Required Required Comprehensive Plan 2. Street Name - So. 6th SY: - LSO80, Jurisdiction-City Descri t -Right of Way -Street Width -Moving Lanes -Parking Lanes -Traffic Volume -Sidewalks -Curb & Gutter -Street Lights -Bikeways Fxi ti Conditions 60' Property to Property 36' curb to curb 2 2 7? VT/D No Yes No No Future Requirements 60' 36' 2 2 <2500 VT/D Required Required Class III' Class III" 3~ Malot Office Building November 7, 1995 -Page Three 3. Street Name - So. 7th Street - LS081-Jurisdiction-City Descr%Ot%On Existing Conditions Future Requirements -Right of Way 60' Property to Property 60' -Street Width 36' curb to curb 36' -Moving Lanes 2 2 -Parking Lanes 2 2 -Traffic Volume 7? Vl-/D <2500 VT/D -Sidewalks No Required -Curb & Gutter Yes Required -Street Cights" ,: No _. •° Class lll~ _ - -Bikeways No Class III" _ !EComprehensive Plan (if required) - _: B. Applicant's Required .Conditions -See Exhibit "A" 1. .CPMC 17.72 -.Street Improvements: ,, a. The City finds and determines that the construction of buildings or other development of property within the City directly results in the increased use of the City's streets and street-related infrastructure, such as sidewalks and storm drainage. The City further finds that in order to mitigate the negative impacts of new development on the City's streets and street-related. infrastructure, it is necessary and just that those persons engaged in new development within the City be required to improve streets and street-related infrastructure adjacent to the property being developed, if the same is below the City's current standards for such improvements at the time of the development. See (51 Exhibit "A" Conditions. b. Any person constructing a building or otherwise developing property within the City which is adjacent to a public street, highway or alley shall, as a condition of issuance of a certificate of occupancy for said construction or development, cause improvement of the street, highway or alley in accordance with the same standards and requirements as are in effect for the creation and improvement of streets within subdivisions, including, but not limited to, the design standards set forth in Chapter 16.20 of this code. The City Building Official is 3G Malot Office Building November 7, 1995 -Page Four authorized to withhold issuance of a certificate of occupancy until such improvements are completed. See (5) Exhibit "A" Conditions. 2. CPMC 17.72 -Street Lighting Improvements: See (7) Exhibit "A" Conditions. 3. CPMC 15.40, 17.72 -Traffic Control and Delineation Improvements: See (8) Exhibit "A" Conditions "' 4. ~ '"`"CPMC 1'5.40, 17.72 -Curb /Gutter Improvements: See (5) and -(.13) Exhibit "A" Conditions. 5. ~ * CPMC 12.20.020 and 17.72- Safety Improvements, (See report from Central Point Department of Public Safety.) Standards -CPMC .17.72.040 G. Other development conditions can be implemented to ensure the health, safety, and privacy of ~} ~~Central' Point°residents. Various timing factors-may apply. <-:< 6. CPMC 15.40- Ingress/Egress/Vision Improvements: Standards -CPMC 17.72.040 B -Discussion: City of Central Point Comprehensive Ptan, Part Xl Page 4, states that "Major arterials are intended to primarily move large amounts of traffic and not to provide access to property." CMPC 17.726 indicates that driveways should be located and designed so as not to interfere with traffic -See (13) Exhibit "A" Conditions. 7.' CPMC 17.64 -Parking: See Planning Department Report. 8. CPMC 12.04 and 15.40.- Sidewalk Improvements: Standards -CPMC 12.04 -See (5), (8) and (14) Exhibit "A" Conditions. 11. WATER IMPROVEMENTS Includes: Mainlines, Property Service, Fire Service and Back-flow Protection. ~~ ~. Malot Office Building November 7, 1995 -Page Five A. Existing Conditions 1. One existing 6" water line lies in the south lane of East Pine Street. 2. One existing 8" water line lies in the west lane of So. 7th street. 3. Existing water services serve the present dwellings. B. Discussion 1. a. Mainlines: The existing 6" mainline in E. Pine Street shall provide for fire protection and' domestic use for this project. b. Mainlines: a 12" mainline is proposed at a future date- . based on the 1979. Study conducted by CHZM Hill. 2. Property Service CPMC 13.04 See (9) Exhibit "A" Conditions. 3. Fire Service: See Central Point Department of Public Safety Report. 4. Back-flow: Standards -OAR Chapter 333. See (9) Exhibit "A" Conditions. Includes:- Mainline, Property Service, Regional System Development Charge, Local SDC, Industrial Waste-Water Permit. A. Existing Conditions 1. An 24" sewer line is located in E. Pine Street. B. Discussion 1. Property Service: See Condition (9) Exhibit "B". 2. Main Line: See (5) & (10) Exhibit "A" Conditions. 38 Malot Office Building November 7, 1995 -Page Six 1V. STORM DRAINAGEJMPROVEMENTS Includes: Discharge Basin, Wetlands Requirements, pretreatment requirements, mainlines, services, catch basins, and erosion protection. A. Existing Conditions 1. A 12"storm drain and manhole iie in the West right of way of south-7th at the alley way entrance. 2. Curbs, gutters and catch inlets on E. Pine Street, So. 6th and So. 7th. Street provide drainage storms drain system. B. Discussion 1. Pretreatment Requirements: None 2. Mainlines: Provide storm drainage improvements in conformance with the City's design criteria and standards. See Conditions (5) - & (10) Exhibit°A" Conditions:s 3. Property Service: According to CPMC 15.12, the plumbing plan for this project must include connection for all roof drains, crawl spaces and areas drains to an approved storm drainage system. See Condition (12) Exhibit "A" Conditions. 4. Flood Management, CPMC 8.24: This property is 11~ located in the flood way of the 100-year flood plain. 39 EXHIBIT "A PUBLIC WORKS DEPARTMENT CONDITIONS PAIL®T ®FfFVCE fffiQD00_®61~~ - ' • % ~THe APPL1aANT $HALL-COMPLETE ALL CONDRIONS-.IN AECORDANC&WITH.THE TIMING FACT,ORS.AS . , . .:.• ; NOTED. TF - 1 To be submitted as a part of construction plans and specifications for review by the City prior to issuing permits. TF - 2 To be completed prior to issuance of any Construction or Building Permits. TF - 3 To be completed prior to issuance of a Certificate of Occupancy. TF - 4 To be completed prior to Approval of the Final Plat. TF - 5 To be a continuous condition; to be set at the time of future land use action decisions. 1. Applicant shall construct all utilities, streets, and other structures discussed herein, within rights-of-way owned, or to be owned by the City of Central - - - Point, in accordance with all rules, regulations, ordinances, resolutions, - standards and other applicable requirements of the City of :Central Point for~the construction of this development. 2. This review for the SITE PLAN submitted by Applicant was done so in ~• accordance with all the rules, regulations, ordinances and standards In effect as of the date of this review. Any modifications by Applicant of this project after City Planning Commission approval, could require re-submittal of an application, and approval by the City Planning Commission based on the recommendation of staff responsible for this review. 3. Applicant shall pay all costs associated with this development and the conditions placed on this development. 4. TF-1 No construction will begin on this project until the Public Works Department and other pertinent departments or divisions of the City have reviewed the project plans and specifications and have issued a construction permit. 5(a) TF-2 In accordance with the Comprehensive Plan, or Master Transportation Plan, the construction of this development shall include future street subgrade, base rock, paving, lighting, traffic. control and delineation improvements, storm drain, water and sewer improvements, including alleys, sidewalks, and utility crossings to E. Pine street. Developer shall secure -the above future improvements by executing an agreement for consent to inclusion in a ~o~al Improvement District to construct Malot Office Building Exhibit "A" -Page two °-° ~ the'above~street improvements. The Piannimg•~Departmentfias the option to - require security for E. Pine Street improvements. 5(bl TF-3 Applicant shall replace all current driveway cuts with sidewalk, curbs :and gutter to City Standards for Public Works Construction. 6. TF-3 Prior to Certificate of Occupancy, the City will inspect and test all existing and constructed improvements proposed for dedication to the City. The City will conduct the inspection and testing in the same manner, where practical, as required for new construction. Applicant shall repair or replace any improvements not meeting City standards for new construction. The City's- inspection will include the existing pavement, base section and underground improvements for East Pine street. Applicant shall provide as-built construction drawings to the City for all existing and proposed improvements dedicated to the City as part of this project. 7. _ :, _. _ TF=3 Applicant shall install a 22,000 Lumen HPS street light on 30 foot metal pole with underground service at approximately 110' east of the NW corner of Lot 6900, within the South right of way of E. Pine Street. Applicant shall install a 5800 Lumen HPS street light on the wood PP&L pole at the intersection of the alley and South 5th Street. Applicant shalF install all pads and conduits for street lights as a part of the construction of the development. All street light installations shall be as stipulated in the Public Works .Standards. .Applicant shall coordinate the installation with Pacific Power and Light Co. 8. TF-3 Applicant shall provide traffic control and delineation for the portions of E. Pine Street ,South 6th Street and South 7th Street adjacent to this project. All traffic control and delineation improvements shall be as approved by the Public Works Department. 9. TF-1 Applicant shall provide the City with the sizing requirements for the water service for this development in accordance with the Oregon State Plumbing Code. Applicant shall anticipate one water meter. for this development as provided for in CPMG 13.04.100. The City will install the water meter on site as shown on the construction drawings. Applicant shall instalf in OSHD approved testable backflow device behind the City water meter-for any system which connects to Applicant's irrigation 41 Malot Office Building Exhibit "A" -Page Three • system or'ahy other water system which maybe a potential cross-connection:. Location, type(s)-and size(s) of backflow prevention devices shall be shown on construction drawings. Applicant shall provide the City with sizing requirements and flow calculations for the fire systems including any mains and hydrants. 10. TF-1 Applicant shall provide a complete set of construction drawings for all new construction of the sanitary sewer system for review and approval by the City prior to issuance of a building permit. -v-•~ •-- -••-~• -The=property-service-line shall. be located and..sized in. accordance«:with the, ,_....,, Oregon State Plumbing code. Property service. line shall be shown on the construction drawings. 11. TF-1 Applicant shall provide the City with a complete set of construction drawings for the storm drainage system to serve this property, including connection to - • - the City system. All roof drains, area.dcains, crawl spaces, and parking lot. -- drains shall have positive drainage away from the structures, and shall connect to the storm drainage system located in E. Pine Street, S. 7th Street and S. 6th '' : Street. ~•. 12. TF-1 Applicant shall provide the City with a grading and drainage plan for the entire project. Runoff and pipe sizing calculations prepared by Applicant's engineer shall accompany this submittal. The engineer shall use the intensity-duration curve obtained from the Public Works Department for determining the runoff for this project. The grading and drainage plan shall indicate topography and show elevations sufficient to evaluate the plan. Applicant shall route storm drainage from parking lot to storm drain on S. 7th Street at alley entrance. Optionally, storm drainage may be routed to the curb and gutters through properly sized and graded area drains. 13. TF-1 The driveway shall be located in a minimum of 30' from the property line adjacent to the intersection. Vision and sight distance requirements must meet CPMC 12.20 and Public Works Standards as shown on Detail Drawing No. A-4, or as determined by a traffic study conducted at the expense of Applicant. ~~ Malot Office Building Exhibit "A" -Page Four 14. TF-1 The sidewalk may.. be meandered-within the Right-of-Way on So..6th Street to avoid existing mature trees. Applicant shall show meandered portions on construction plans. Should the existing trees become unhealthy and succumb to disease, applicant shall promptly remove such trees and replant the areas with species in a manner which meet the requirements of CPMC 12.20. Applicant shall submit a signed agreement to perform the above requirements. 43 ~'ti Mme- o~Fi~ ~ o y ~ 4 \ FP.,,s`°~~ 1 pkl~ ~ 4 048 _7' ~ ~ ~,. ~ ~ ~S C ~~ .~ 4\ 6 a~ s~,:~- v ~ n . ~' `` 'A , G , a ~ ~~ i o a \ ~ y'i~=r ', ?/ \ 6 '' y5 l~sa:.c ,~~~6~ ~~., ~ ~ ~ ,. ,~1' <... i 2 g~.6onc ~ .: S~ 9~ \ ~ ~~\ \\ ess ~` .,L 1~~ r~ 1 •. ~~ 53 .l ~ ~~ ~ % ~ ~ .~ , ~ s :. 1'~ ~3 y 7ya . \ .. ;: ~ ~ g ~ ;s GG.~~~.; `gym .. ~ K _._ 1 ~9: e {P ~' i O~ . . 0.384c ~~~yS ~ J :(o:'~ , \:.. z 'lam'" ~ ~ ' ,,~ ~ .. `'Q~eac ~~~ a., Sys ~ ~ ,~o° 'p ~~ o!~ aisrrc a ~' ~~. ~ ~ 2 ~ 3~' : V~ N°5 ~~ ~,,+p sS 6 G~ ~ \ e°'/. ~~8 ~. 5 n`jV' sue: ~` o,~" •~ ,\\ ` Z. ~ 5 \ '~\,~e~'~ ~~ ~ J~ X012 G yb . V ~ \ . 3a ~ ~ ~ ~ (p' ,~ : 5,. ~ sop ~3`/ , `~o~ (~(~~ 55,.p a ~ y ~ o °~ ,\ e `p~ S~ a~ .. ` o is 1300 \\ 9 ~ O s6'b`~S aaac 9~ X33 ~-` ess 44 `p~~ ~3b ~a$ ~~ u3a x ~ STAFF REPORT Date: 11/6/95 Project: Tom Malot Business Complex Address: 612 East Pine St. Central Point, Or. 97502 Owner: Tom Malot Architect: None specified Engineer: None Specified Surveyor: None Specified EXHIBIT _ ire This is a Site Plan Review covering the Fire Protection aspects of a proposed 12,000 sq. ft. office building complex Project. The requirements outlined herein are based on the 1991 Editonofthe:(j~ifognrx,Fice Code with 1992 State of OregonAmendments. -This - >== review assesses the Fire.Protection needs related to Water Supply, Fire Deparhnent Access, Required Fire Flow, and General Precautions against Fire during construction. This review does not cover the Structural nor Fire & life Safety iequirements relating to the proposed structures. Those requirements will be discussed in detail at the time of submittal of detailed plans. THE FOLLOWING ARE MY FINDINGS: 1. The required fire flow for this project is based on the largest structure within this development. That structure has been determined to have an approximate fire area of 12,000 sq. ft. Using Table No. A-III-A-I of the of the Uniform Fire Gode and assuming that the stmcture will be constructed of Type V-N. construction the minimum required fire flow shall be established at 3000 g.p.m. If the structure is planned to be constructed of Type V I hr, construction the required fire flow shall be established at 2000 g.p.m. 2. General precautions against fire shall be in accordance with Section 87.103 UFC relating to Fire Safety during construction. In addition Ere department access, hydrants and any other fire protection device shall not be blocked by construction material during construction. Cont'd ~J Page 2 3. Water supply and hydrant locations shall be in accordance with Sections 10.401;10.402; 10.403; and 10.105 UFC. (Water supply and hydrant location although not ideally located are adequate for this project and will not require any additional water supply to meet the required fire flow: ) 4. Timing of the installation and maintenance of al( Fire Protection and Life Safety Systems shall be in accordance with Sections 10.501 and 10.502 UFC (See attached). 5. Fire Department access shall be in accordance with Sections 10.203: 10.204; and 10.205 UFC (See attached). A six foot fence is proposed along the south property line adjacent to the alley w/ the building set back 10' from the rear property line. To facilitate fire department access for fire suppression operations the developer will need to provide a 4' gate in the proposedb' fence approximately mid. point of the 200' building line to meet the requirements of [JFC section 10.203. For security purposes if the developer needs to padlock the gate the fire department requests that a chain be used to latch the gate. This way in the event of the. fire department needing access they can cut the chain versus cutting and ruining a padlock. Approval of the submitted Site Plan is not an approval of omissions or oversights by this office; or of aon-compliance with any applicable regulations of this jurisdiction. Note* COPIES OF THE CODE SECTIONS PREFACED IN THIS REPORT WILL BE DISTRIBUTED TO THE DEVELOPERS OF THIS PROJECT FOR THEII2 REFERENCE. Reviewed. By: Mark A. Servatius Fire Chief/Buildiag Official ~~ 1997 UNIFORM FIRE COOS PART III 70.707-7 u. Wv `GENERAL PROVISIONS FOR FIRE SAFETY ARTICLE YO FIRE PROTECTION Division 1 GENERAL Scope SeC.10.101. Fire protection shall be in accordance with this article. Definitions Sea 10.102. Por definitions of AUTOMATIC FIRE-EXTINGUISHING SYSTEM, FACII.ITX, FIRE DEPARTMENT INLET CONNECTION and STANDPII'E SYSTEM, see Article 9. Permits See.10.103. A pemut is required to use or operate fire hydrants. or valves intended forfire-suppression purposes which ate installed on water systems and ~~ ~ accessibletopttblichighways,alleysoi'privetewaysopentoorgenerally,used:by the public. See Section 4.108. EXCEPTION: A pennit is not trquired for persons employed and authotiud by the water company which supplies the system to use or operate fire hydrants Or Ya1Ve5. Tampering with Fire-protection Equipment and Site Barriers Sec. 10.104. (a) Tire Department Property. Apparatus, equipment and appurtenances belonging to or under the supervision and control of the fne department shall not be moles red, tampered with, damaged or• otherwise disturbed unless authorized by the chief. (b) Fire Hydrants and F1ro Appliances. Fire hydrants and fire apphances required by this cadetobe installedormaintained shallnotberemoved,tampered with or otherwise disturbed exceptfor the purpose of extinguishing fire, training, . recharging or making necessary repairs, or when allowed by the fire department. When a fire appliance is removed as herein allowed, it shall be replaced or rein- stalled as soon as the purpose for which it was removed has been accomplished. (c) Site farriers. Locks, gates, doors, barricades, shams, enclosures, signs, tags or seals which have-been installed by the fire department or by its order or under its control shall not be removed, unlocked, destroyed, tampered with or otherwise molested in any manner. 59 i; - ~~ a ~ 6 . ,, 't 10.104-11).107 7991 UNIFORM FIRE CODE other obsuvefions. EXCEPTION: When authorized by the chief or performed by public officers acting within their scope of duty. Obstruction, identification and Protection of Fire Hydrants and Fire-protection Equipment Sea 10.105. (a) Obstruction. Posts, fences, vehicles, growth, trash, storage and other materials or things shall not be `placed or kept near fire hydrants, fire deparunentinletconnections orfire-protection system control valves in a manner that would prevent such equipment or fire hydrants from being immediately discernible. The fire departmenrshall not be deterred or hindered from gaining immediate access to fire-protection equipment or hydrants: A 3-foot cleaz space shall be maintained azound the circumference of fire hydrants except as otherwise required or approved by the chief. (b) Identification. Fire-protection equipment and fire hydrants shall beclearly identified in a mannerapproved by thechief to preventobstruetion by parking and (c) Fire Hydrant Markers. When required by thechief, hydrant locations shall be identified by the.installation of reflective mazkets. (d) Protection of Fire Hydrants. When exposed to vehiculaz damage, fire hydrants shall besuitably protected. Closure of Accesswt?;ys Sec.:1Q.1Q6, (a).General. The chief is authorized to inquire the installation and maintenance of gates or other approved barricades across roads, trails or other accessways, not including public streets, alleys or highways. When required, gates and barricades shalt be sectued in an approved manner. When required to be secured, roads, trails and other accessways shall not be used unless authorized by the owner and the chief. (b) 'Itrspassing. Tlrspassing upon roads, trails and other accessways which have beenclostdandobstructedinthemannerprescribedbythis section is prohib- ited. EXCEPTION: Persons authorizedbythechiefandpublicofficersactingwithin their scope of duty. (c) Obstruction. Vehicles shall not be pazked in a manner which obstructs the entrance to roads, trails or other accessways which have been closed and" obstructed in fhe manner prescribed by this section. Fire Protection in Mobile Home and Recreational. Vehicle Parks Sea 10.107. Mobile home and recreational vehicle parks shall provide and maintain fire hydrants and access roads in accordance with Divisions II and IV. EXCEPTION: Recreational vehicle parks locaied in remote areas shall be provided with protection and access roadways as required by the chief. 60 ~~ Division I! FIRE ARRARAl'US_ACCESS ROADS General Sec. 10.201. Fire apparatus access roads shall be provided and maintained in accordance with this division. Plans Sea 10.202: Plans for fire apparatus access roadsshall be submitted to the fire department for review and approval prior to construction. Required Access Sec. 10.203. Fire apparatus access roads shall be provided for every facility, building orportion ofabuilding hereafter constructed or moved into orwithin the jurisdiction when any portion of the facility or any. portion of an exterior wall of the. first story of the building is located more than 150 feet from fire apparatus access as measured by an approved route around the exterior of the building or facility. EXCEPTIONS: 1. When buildings are completelyprotected with an approved. automatic fine sprinkler system, the provisions of this section may be modified by the chief. 2. When access roads cannot be installed duo to topography, waterways, nonne- gotiablegrades or other similar conditions, the chief is authorized to require addl- ." ' `" liana! fue protectionas specified in Section 1OS01 (b):: .. , 3. When tliene one not more than two Group R, Division 3, or Group M Oceupancies, the noquirements of This section may be modified, provided, in the opinion of the chief, firefighting•orreseue operations would not be impailed. Morethan one fireapparatus roadshall beprovided when it isdetermined bythe chiefthataccess byasingleroadmaybeimpaired byvehiclecongestion,condition of terrain, climatic conditions or other factors that could limit access.. For high-piled combustible storage, see Section 81.109 (a). For open yard storage, see Section 30.102. For hazardous materials, see Article 80. For fire safety during conswction, alteration or demolition of a building, see Section 87.103 (b). __. Specifications Sea 10.204. (a) Dimensions. Fire apparatus access roads shall have an unob- structedwidth and a uniform surface of nor less than 20 feet and an unobstructed vertical clearance of not less than 13 feet6 inches. EXCEPTION: Uponapproval by the chief, vertical clearance maybe reduced, provided such reduction does not impair access by fire apparatus and approved signs are installed and maintained indicating the established vertical clearance. st 49 = Verticalclearancesorwidthsshallbeincreasedwhen,intheopinionofthechief, vertical cleazances or widths are not adequate to provide fire apparatus access. . (b).Surface.Fine.apparatus access~roads shal4 be designed andmaintained to € supporttheimposedloadsaffireapparatusandshallbeprovidedwithasurfaceso as to provide all-weather driving capabilities. (c)'[Lrning Radius. The coming radius of a fire apparatus access road shall be s as approved by [he chief. __ (d) Dead Ends. Dead-end fire apparatus access roads in excess of 150 feet in length shall be provided with approved provisions for the taming around of fire apparatus. , € (e) Bridges. When a bridge is requiredto be used as access under this section, i[ shall be constructed and maintained in accordance with the applicable sections of s the Building Code and shall use designed live loading sufficient to carry the imposed loads of fire appazatus. € (f) Grade. The gradient for a fire apparatus access road shall not exceed the maximum approved by the chief. Obstruction Sec 10.205. The required width of a fire apparatus access road shall not be obstructed in any manner, including parking of vehicles. Minimum required widths and clearances established under this section shall be maintained at all times. Marking _' Sec: 10:206r Whenrequired, approved signs or otherapproved notices shallbe ~ ~ r - ~~ e provided and maintained for fire apparatus access roads to identify such roads and prohibit the obswction thereof or both. !„~,_ Division III { FIRE DEPARTMENT ACCESS TO BUILDINGS - ~- Prernises Identification Sec. 10301. (a) General. Approved numbers or addresses shall be placed on z allnewandexistingbUildingsinsuchaposi6onastobeplainlyvisibleandlegible fromthestrcetorroadfrontingtheproperty.Saidnumbersshallcontrastwiththeir -'" € background. (b) Street or Road Signs. When required by thechief, streets and roads shall be identified with approved signs that comply with the manual on Uniform Traffic Control Devices, 1988 Fdition. 1. Fire lane curbs or road surface shall be painted bright red with white letters. ThesGokeshall be 1 inch with letters 6 inches high to read"No Parking FireLane." Spacing for signage shall be every 25 feet. 62 ~~ 2. Verticalsignsshallbemountednolowerthan4feetandnohigherthan8Pcet. 3. Vertical signs shall be 12 inches wide by 18 inches high. Signs shall have red ' - :.letters.and,borderon a white background. The'word NOshall be presented in a re- - versed color arrangement in the upper left-hand comer.Spacing shall not exceed every 25 feet. Key Boxes Sec. 10302. When access to or within a structure or an area is unduly difficult because of secured openings or where immediate access is necessary for life- saving dr firefighting purposes, the chief is authorized to require a key box to be installed in an accessible location. The key boz shall be a type approved by the chief and shall contain keys to gain necessary access as required by the chief. Shaftway Marking Sec. 10303. Exterior windows in buildings used for manufacturing or for storage purposes which open directly on shaftways or othervertical means-of communicationbetweentwo ormore floors shall be plainly marked with the word SHAFTWAY in red letters at ]east 6 inches high on a white background. Warning signsshalLbeeasilydiscemible from theoutsideofthe building. Doot•and window. openings on such shaftways from the interiorof the building shall be similarly marked with the word SHAFI'WAY in a mannerwhich is easily visible to anyone approaching theshaftway from the interiorofthebuilding, unless theconsttvction of the partition surrounding the shaftway is of such distinctive nature as to make its purpose evidentat a glance. _ Exterior Doors and Openings Sec. 10304. (a) Obstruction and Elimination. Exteriordoors or[heir function shall not be eliminated without prior approval by the chief. Exterior doors which have been rendered nonfunctional and which main a functional door exterior appearance shall haveasign affixed to theexteriorsideofsuch doorstatingTHIS DOOR BLACKED. Thesign shall consistofletters having principal stroke of not less than ;/4 inch wide and at least 6 inches high on a contrasting background. Required fire department access doors shall not be obstructed oreliminated. See Article 12 for exit doors. {b) Access Doors and Openings. For firefighting purposes, access doors, openings and exitdoors shall beprovided and readily accessible in occupancies as required by the Building Code. For access doors for high-piled combustible storage, see Section 81.!09 (b). -- Floor Openings Sec.10.305. Floor openings shall be surrounded by guardrails as setforth in the Building Code or shall have coveis which are automatic closing or maintained in a closed position at all times. 63 ~~ I V.~./ , ~ ,./.i ~.. Division IV WATER SUPPLIES FOR FIRE PROTECTION General Sec. 10.401. An approved water supply: capable of supplying the required fire flow for fire protection shall be provided to all premises upon which facilities, buildingsorportions ofbuildings arehereafterconstructed ormoved intoorwithin the jurisdiction. W hen any portion of the facility or building protected is in excess of 150 feet from a water supply on a public street, as measured by an approved route around the exterior of the facility orbuilding, on-site fire hydrants and mains capable of supplying the required fire flow shall be provided when required by the chief. , Water supply required forcettain public buildings as per ORS 479.200. (1) Any public building, as defined isparagraph (i) of Subsection (1) of ORS 479.010, erected :after July 1, 1967, that exceeds 5,000 squaze feet in usable or occupied floor area oris more than two stories in height and exceeds 2,000 square. feet in usable or occupied ground floor area shall have a readily available water supply within 500 feet ofsuch buildingofsufficientcapacity to allow firefighting appara- tustopumpSOOgallonsperminuteforaperiodofl0minutesforeach5,000 quare feet of occupied orusable floorarea orfraction thereof, up to 500 gallons permin- ute for 30 minutes. (2) Required watersupplies maybeprovided by undergroundcis[emsorsurface ponds, lakes or streams when approved and readily accessible standpipes of not less than 4-inch insidediameter with not less than two 2t/z-inch outlets orequiva- lent are provided. Type of Water Supply Sec. 10.402. Water supply may consist of reservoirs, pressure tanks, elevated tanks, water mains or other fixed systems capable of providing the required fire flow. In setting the requirements for fire flow, the chief may be guided by the provision in Appendices II[-A and III-B, or NFPA 1231. Fire Hydrants Sec. 10.403.The location, numberand typeof firehydrants connected to awater supply capable of delivering the required fire Flow shall be provided on the public street oron thesiteof the premisesorboth to beprotected as required and approved by the chief. Fire hydrants shall be accessible to the fire department apparatus by_.. roads meeting the requirements of Division II. For fire safety during construction, alteration or demolition of a building, see Section 87.103 (c). 64 ~~ Division V MSTALLAT(ON AND MAINTENANCE OF +w'° "' 'FIRS-PROTECTION AND-LIFE-~aAFETY~ SYSTEMS General Sec. 10.501. (a) Type Required. The chief is authorized to designate the type ', and number of fire appliances to be installed and maintained in and upon. all i buildings and premises in the jurisdiction other than private dwellings. This i designationshallbebasedupontherelativeseverityofprobablefire,includingthe rapidity with'which it may spread. Such appliances shall be of a type suitable for theprbbable class of fire associated with suchbuilding or premises and shall have approval of the chief. (b) Special Iiazar•ds.'For occupancies of an especially hazardous nature or where special hazards exist in addition to the normal hazard of the occupancy, or where access forfireapparatusisundulydifficult,thechiefisauthorizedtorequire i additional safeguards consisting of additional fire appliance units, more. than ones type of appliance, or'special systems suitable for the protectiott of the hazard involved.Suchdevicesorappliancesmay.consistofautomaticfirealannsys[ems, automatic sprinkleror waterspray systems, standpipe and hose, fixed or portable. fireextinguishcrs,suitablefireblankets,breathingapparatus,manualorautoma[ic i covers,-carbon dioxide, foam, halogenated or dry chemical or other special fire•extinguishing systems.. Where such systems are provided, they shall be designed and installed in accordance with the applicable Uniform Fire Code Standards. € (Text continues on page 65.) ,. .; 64.7 5~ ,. (c) Buildings under Construction.Fire-protection equipment and systems shall be installed and maintained in buildings under construction in accordance with Article 87. Timing of installation Sea 10.502. When fire protection, including fire apparatus access roads and water supplies for fire protection, is required to be installed, such protection shall be installed and made serviceable prior to and during the time of construction. EXCEPTION: Whenaltematemethodsofprotec[ton,asappravedbythechief, are provided, the above may be modified or waived. Approval and Testing Sea 10.503. Fire alattn systems; fire hydrant systems; five-extinguishing sys- tems, including automatic sprinklers and wet and dry standpipes; halon systems and otherspecialtypes ofautomaticfire-eztinguishingsystems; basementpipe in- lets~ andotherfire-protectionsystemsandappurtenancestheretoshallmeettheap- proval ofthe fire department as to installation and location and shall be subject to such periodic tests as required by the chief. Plans and specifications shall be sub- mitted to the fire department for review and approval prior to construction. Condition of approval of halon systems shall be satisfactory. passage of a test conducted in accordance with nationally recognized standards prior to final acceptance of the system. Maintenance Sec.-10.504.{a)-General Sprinkler systems, fire hydrant ystems, standpipe systems, fire alarm systems, portable fire extinguishers, smoke and heat ventilators, smoke-removal systems and other fine-protective or extinguishing systems or appliances shall be maintained in an operative condition at all times and shall be replaced or repaired where defective. Fire-protection or extinguishing systems coverage, spacing and specifications shall be maintained in accordance with recognized standards at all times. Such systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever any build- ing so equipped is altered, remodeled or added to. Additions, repairs, alterations' and servicing shalt be in accordance with tecegnized standards. (b) Systetns in High-rise Buildings.Theownerof ahigh-risebuildingshall be responsible for assuring that the fire- and life-.safety systems required by the Building Code are maintained in an operable condition at all times. Unless otherwise required by the chief, quarterly tests of such systems shall be conducted by approved persons. A written record shall be maintained and shall be made available to the inspection authority. See U.B.C. Sections 1807 and 1907. (c)Smoke-control Systems. Mechanical smoke-control systems, such as those in high-rise buildings, buildings containing atr~a,• wvered mall buildings and mechanical ventilation systems utilized in smokeproof enclosures and for smoke-removal systems utilized in high-piled combustible storage occupancies, shall be maintained in an operable condition at all times. Unless otherwise rryuired 65 5~ by the chief quarterly tests of such systems shall be=conducted by approved petsons. A written record shall be maintained and shall be made available to the inspection authority. Portable Fire Extinguishers - Sec. 1OS05. (a) General. Portable fire extinguishers shall be installed in occupancies and locations as serfotth in this code and as required by the chief. Portable fire exdnguishers shall be in accordance with U.F.C. Standazd No. 10-1. (b) Prohibited Types: Vaporizing liquid eztinguishets containing carbon tetrachloride orchlorobromomethane shall not be installedot• used inany location for fire-protection use. Soda-acid, foam, loaded stream, antifreeze and water fue extinguishers of the inverting types shall not be rechargedbr placed in service for fue-protection use. (c) Sale of Defective Fire Extinguishers. Forms, types or kinds of fire extinguishers which are notapproved orwhich arenot inproperworking order, or thecontents of which do notmeet therequirements ofthis code, shall not be sold or traded. EXCEPTION: Thesaleortradeoffueexdnguisherstoapersonengagedinthe business of selling or handling such extinguishers, and the sale or exchange of obsolete or damaged equipment for junk. 55 _ _ ARTICLE 87 . FIRE SAFETY DURING CONSTRUCTION, AL•TEI~ATION OR DEMOLITION OF A BUILDING Scope Sec. 87.101. Buildings undergoing construction, alteration or demolition shall be in accordance with this article. Approvals Sec. 87.102. Approval of the safety precautions required for buildings being constructed, altered or demolished may be required by the chief in addition to otherapprovals required forspecific operations orprocesses associated with such construction, alteration or demolition. EXCEPTION: Group R, Division 3 and Group M, Divisions 1 and 2Occupan- cies. Fire Safety during Construction Sec. 87.103. (a) General. Buildings under construction shall be in accordance with this.section. (b) Access Roads. Fire department access roads shall be established and main- tained in accordance with Article 10, Division II. EXCEPTION: When approved by[hechief,temporaryaccessmadsofawidth, vertical clearance and. surface which provide access for fire department apparatus can be used anti( permanent roads ate installed. (c) Water Supply. Water mains and hydrants shall be installed and operational in accordance with Article 10, Division IV, and Sections 10.502 and 10.503. EXCEPTION: When approved by the chief, a temporary watu supply for faro protection can be used until permanent fire-protoction systems aro installed. (d)FireProtection.l.General.Duringtheconstructionofabuildinganduntil the petmanentfire-extinguishing system has beets installed and is in service, fire protection shalt be provided in accordance with this section. 2. Fire extinguishers. Fireextinguishersshalibeprovidedforbuitdingsunder constriction when regained by the chief. The number and type of extinguishers shall be.as required by the chief, and the type of extinguisher shall be suitable for the type of fve associated with the hazards present. _ _ 3. Standpipes:A.General.Buildingssixstoriesormoreinheightshallbepro- B vided withnotless thanonestandpipe foruseduringconstruction.Suchstandpipes shall be installed when the progmss of construction is not more than 50 fcet in, height above grade. Such standpipes shall be provided with fire department hose s connections at accessiblelocationsadjacenttousablestairs,andthestandpipeout- Ietsshallbelocatedadjacenttosuchusablestairs.Suchstandpipesystemsshallbe extended as constntctionprogtrssestowithinonefloorofthehighestpointofcon- B struction having secured decking orflooring. 435 0 s ¢~~ a~s~iactx 0 v 56 l' - On'eachfloorthereshallbeprovideda2~/Z-inch valveoufletfoPfi~edepartment a use. Where construction height requires installation of a Class III standpipe, fire s pumps and water main connections shall be provided: to serve the standpipe. B.,'('gmporarystatidpipes. Temporary standpipes`are allowed to lie provided , -~_?i<~: B inplace of permaneatsystems if they aze designed to fumisb73 gallons of water per minute at 50 pounds per squaze inch pressure with a standpipe size of not less s than 4 inches. Outlets shall not be less than 2t/z inches. Pumping equipment suffi- cient to provide this pressure and volume shall be available at all times when a - i Class III standpipe system is required. 6 C. Detailed requirements. Standpipe systems for buildings under construc- 1 tion shall be installed as required for permanent standpipe systems. (e) Combustible Debria Combustible debris shalfnot be accumulated within buildings. Combustible debris, rubbish and waste material shall be removed from buildings as oflenas practicaLGombustible debris, waste material and trash shall not be burned on the site unless approved. (f) Motor Equipment. Internal-combustion-powered construction equipment shall be used in accordance with the following: I. Equipment shall be located so that exhausts do not discharge against com- bustible material 2. When possible, exhausts shall be piped to the outside of the building. 3. Equipment shall not be refueled while in operation. 4. Fuel for equipment shall be stored in an approved area outside of the build- ing. :... ., .;=_(g):HeatingDevices:TemporaryheaGngdevicesshallbeofa;type-approved by :_ . , .,_ __~„ ,., ,,,~;,r. the chief; located away from combustible materials; and attended and maintained by competent personnel. {h) Smoking. Smoking-shall be prohibited, except in those areas approvedby the chief. When required by the chief, a suitable number and type of NO SMOK- ING signs shall be posted. (i) Cutting and Welding. Cutting and welding operations shall be in accor- dance with Article 49. - "^ (j)Flame-producing Equipment: The use of torches orflame-producing de- vices for the sweating. ofpipe joints shall be in accordance with Section 11.405. •~•~~ •'a I (k) Flammable Liquids. The storage, use and handling of flammable liquids - ~, shallbeinaccordancewithArticle79.Ventilationshalibeprovidedforoperations- __. utilizing the application of materials containing flammable solvents. (q Open-Flame Devices. Open-flame devices and other sources of ignition shall not be located in areas where flammable materials are being used. (m).Asphalt and Tar Kettles. Asphalt and tar kettles shall be located and oper- - ated in accordance with Sectiod 17.402. (nj Temporary Electrical Wiring. Temporary electrical wiring shall be in ac- cordance with Article 85. 436 ~( n (o) Building Access. When required by the chief, access to buildings for the purpose of firefighting shall be provided. Construction material shall not block aceess to buildings; hydrants ochre appliances. (p) Emergency Telephone. When required by the chief, telephone facilities - shall be provided at the construction site forthe purposeofemergency notification of the fire department. The street address of the construction site shall be posted adjacent to the telephone together with the fire department telephone number. (q) Fire-protection Plan. When required by the chief, afire-protection plan shall be established. Alterations of Buildings Sec. 87.104. (a) General. Alterations of buildings shall be in accordance with the Building Code, applicable provisions of Section 87.103, and this section. (b)Fire-protection Systems. When the building is protected byfire-protection systems, such systems shall be maintained operational at all times during alter- ation. When alteration requires modification of aportion of afire-protection system, the remainder of the system shall be kept in service. When it is necessary to shut down the entire system, a fire watch shall be kept on site until the system is re- sumed to service. (c) Exits. Required exit components shall be maintained in accordance with Article 12. EXCEPTION: Approved temporary exiting system or facilities. (d) Fire-i•esistwe Assemblies and Construction: Fire-resistive assemblies and construction shall be maintained in accordance with Sections 10.601 and 10.602. Firesafety during Demolition Sea 87.105. (a) General. Demolition of buildings shall be in accordance with this section and, where applicable, Sections 87.103 and 87.!04. . (b) AutomaticSprinklerSystem. When abuildingtobedemolishedcontains a sprinkler system, such system shall notbe rendered inoperative without approval of the chief. (c) Firo Hose. Suitable fire hose, as required by the chief, shall be maintained at the demolition site. Such hose shall be connected to an approved source ofwater -• and shall not impede fire department use ofhydrants. - (d) Cutting and Welding. Demolition operations involving cutting and weld- ing shall be in accordance with Section 49.107. (e) Burning of Combustible Waste. Combustible waste material,.trash and rubbish shalt not be burned at the demolition site, unless approved. Accumulations of such material shall be removed from the site as often as necessary to minimize the hazards therefrom: 437 5© O(.IVD •~e. v. v. v.uu.....- (f) Fire Watch. When required by the chief for building demolition which is s hazardous in nature, qualified personnel shall be provided to serve as an on-site n fire watch. The sole duty offire-watch personnel shall beso watch for the occur- rence of fire. 438 „_ 59 THE HEART OF THE ROGUE RIVER VALLEY BICIiIBIT C=-- 155 SO. SECOND ST. "CENTRAi POINT, OREGON 97502 664-3321 NOTICE OF PUBLIC HEARING Date of Notice: November 17, 1995 Hearing Date: Tuesday, November 21, 1995 Time: 7:00 PM (approximate) Place: Central Point City Council Chambers 155 South Second Street, Central Point Oregon NATURE OF HEARING, Beginning at the above time and place, the Central Point Planning Commission will conduct a public hearing, a review and determination to consider a Site Plan Application for construction. of a 12, 000 square foot office building located at 612 East Pine Street, between Sixth and Seventh Streets. The site is also identified as Map and Tax Lots 38-2W-2CC-6800, 6900, 7000 and 7100.. The property pis zoned C-3, Downtown Business District. ;Proposedsite improvements include a 40-space parking lot and landscaping. Application was submitted by Tom Malot, property owner and. developer. CR_iTERiA FOR DECISION The requirements for approval of Site Plan Applications are set forth in Chapter 17 of the Central Point Municipal Code, relating to the Downtown Business District; General Zoning Regulations, Off- street Parking and Loading, Site Plan, Landscaping and Construction Plans. The proposed plan is also reviewed in accordance with the City's Public Works Standards and regulations of the Central Point Municipal Code that relate to public improvements. PUBLIC COMMENTS Any person interested in commenting on the proposed Site Plan may submit written comments up until the close of the public hearing scheduled for Tuesday, November 21, 1995. 2.: Written comments may be submitted in advance of the hearing to the Central Point Planning Department, Room 214, 155 South Second Street, Central Point, OR 97502; Attention Nancy Kincaid. 3. Issues which may provide the basis for an appeal of the decision shall be raised prior to the ~Q close. of the hearing scheduled for Tuesday, November 21,.195, or prior to a specific date: to which the hearing maybe continued. 4. Testimony and written comments about the proposal should be stated clearly to the.Planning Commission. Any testimony and written comments about the proposal must be related,to the criteria listed above. 5. Copies of all evidence relied upon by the applicant are available for public review in the Central Point Planning Office. Copies of same are available foc 15 cents per page. 6. For additional information contact Nancy I{incaid in the Planning Department at (503) 664- 3324. SUMMARY OF PROCEDURE At the public meeting, the Planning Commission will review the application and technical staff reports, and will hear testimony from the applicant, proponents, and opponents, and hear arguments on the application. At the conclusion of the ieview hearing, the Planning Commission may approve, or deny the Site Plan Review. City regulations provide that the Central Point ,:city .Council be .informed :about all Planning Commission decisions. The Council may, on its own motion, no later than-the regularly scheduled Council meeting following the decision date, call for review of the Planning Commission decision. Any party aggrieved by the action of the Planning Commission may request a review of such action by the City Council by filing a written appeal to the city no more than seven days after the date the city mails the notice of the decision. ATTENTION MORTGAGEE LIENHOLDER VENDOR OR SELLER Ifyou receive this notice, please promptly forward it to the purchaser ofthe property located in the vicinity of this land use proposal. ~~ O ~_ 3 ... ._ 4 ®®®® t e F i ~~ ~~~ ~~~~~ k~ ~ ~~ ~ • ~ i~~~ ~! ~~ja~F~g~a d r: d S^lllGy ii ad~~ }dl9dk&8#,y -................. / A ~- z u ~_ ~ ~ p `. 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