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HomeMy WebLinkAboutPacket, DRC PLANNER 6/3/2020AGENDA DEVELOPMENT REVIEW COMMITTEE DEVELOPMENT SERVICES DEPARTMENT 225 FIFTH STREET 695 Staff Review: Tuesday, June 23, 2020 9:00 — I0.00 a.m. 1. Subdivision Tentative 811-20-000098-TYP2 811-20-000080-PROJ Monkey Hero LLC Assessor's Map: 17-02-33-23 TL: 6300 Address: 490 51" Street Existing Use: single family residence Applicant submitted plans for a 4 -lot LDR subdivision Planner: Melissa Carifio Meeting: Tuesday, June 23, 2020 9:00 — 10:00 virtual meeting via GoToMeeting The Complete DRC Packet for this meeting is available online for you to review or print out from the laserfiche website: htto://www.si)ringfield-or.gov/weblink8/browse.asi)x !�J OM1'- T� -•�rt'•,� � t D SITE VICINITY MAP 811-20-000098-TYP2 Subdivision Tentative 17-02-33-23 TL 6300 490 51 ` Street Monkey Hero LLC N 1' City of Springfield Development & Public Works 225 Fifth Street Springfield, OR 97477 Land Division Tentative Plan Partition, Subdivision SPRINGFIELD w 0#/ PApplication Type (Applicant: check artition Tentative Pre -Submittal: Subdivision Tentative Pre -Submittal: r® Partition Tentative Submittal: Subdivision Tentative Submittal: Required Project Information (Applicant., complete this section) Applicant Name: Monkey Hero LLC Phone: 541 896 0408 Company: Monkey Hero LLC Fax: Address: 42941 Leaburg Drive Leaburg OR 97489 Applicant's Rep.: Kath Thomas Phone: 541 8960408 Company: Fax: Address: 42941 Leaburg Drive Leabura OR 97489 Property Owner: Monkey Hero LLC Phone: 541 896 0408 Company: Fax: Address: 42941 Leabura Drive Leabura OR 97489 ASSESSOR'S MAP NO: 17023323 TAX LOT NOS Property Address: Size of Property: Acres ® Square Feet Proposed Name of Subdivision: Monkey Hero 2020 Description of if you are filling in this form by hand, please attach your proposal description to this application. Proposal: 4 lot subdivision with 3 to face 51 st and1 to face D Street Existing Use: Sin le Family Home Site to Remain Total acreage of parcels/ _ q Ilan proposed ar 4 are possible after the # of Lots/Parcels: 4 allowable dens' .54/ �r a�t�B g Dwell unto, division Si natures: Please sign and print your name and date in the appropriate Required Project Information (City Intake Staff. Associated Applications: box on the next pace. complete this section) Signs: Pre -Sub Case No.: Date: Reviewed by: Case No.: Date: Reviewed by: Application Fee: $ Technical Fee: $ Posta a Fee: $ TOTAL FEES: $ PROJECT NUMBER: Revised 1/7/14 kl 1 of 10 DEVELOPMENT AND PUBLIC WORKS SPRINGFIELD 225 FIFTH STREET OREGON SPRINGFIELD, OR 97477 PHONE: 541.726.3753 FAX: 541.726.1021 www.spdrygfiald­or.gov STORMWATER MANAGEMENT SYSTEM SCOPE OF WORK ----------- — (Area below this b'seJUIed outbyApplica n) __— (Please return to Clayton MEachern @ City ofSprb4gi2eld Development and Public Works, Fan # 736-1021, Phone # 736-1036), enwd:cnae�lern@sprirtglleldor.gov Project Name: Monkey Hero 5550 Applicant: Monkey Hern I I G Assessors Parcel #: 1702332306300 Date: Land Use(s): I w n n ra c1 n Phone #: Sd1 aoa nano 0 P Sity P dP tial Project Size (Acres): .54 Fax #: Approx. Impervious Area: N/A Email: leaburg6bgmail.eom Project Description (Include a copy of Assessor's map): 17023323 06300 No Stormwater Management System is anticipated as only vacant lots are being created, and no development is anticipated. Drainage Proposal (Public connedion(s), discharge location(s), etc. Attach additional sheet(s) if necessary: The attached materials demonstrate that the soil can accept a soakage trench. However, sizing is not possible until future development provides sizing of impervious areas. Weep holes exist at the streets which would allow the stormwater to be treated on site and then released. Proposed Storrewater Best Management Practices: For the purpose of demonstrating the property can be used for future development, infiltration tests are attached, and a future potential soakage trench may be used, which will be determined through the building permitting process. (Area below this line rdkd ord by the City andRehvned k the Aaabeand (At a nunimmte5 all boxes checked by the City on the front and backoftlds sheet shall be subnutted or on application to be coaWletefor subnuttal, afthough other requirements n be recess Drainage Study Type (EDSPM Section 4.03.2): (Note, UH may be substituted for Rational Method) ❑ Small Site Study—(use Rational Method for calculations) ❑ Mid -Level Development Study— (use Unit Hydrograph Method for calculations) ❑ Full Drainage Development Study— (use Unit Hydrograph Method for calculations) Environmental Considerations: ❑ Wellhead Zone: ❑ Wedand/Riparian: ❑ Soil Type: Downstream Analysis: ❑ N/A ❑ Flow line for starting water surface elevation: ❑ Design HGL to use for starting water surface elevation: ❑ Manhole/Junction to take analysis to: ❑ Hillside Development: ❑ Floodway/Floodplain: ❑ Other Jurisdictions Return to Clayton McEachem @ City of Springfield, email: cmceachem@springfeAd-or,gov, FAX., (541) 736-1021 COMPLETE STUDY ITEMS r Baredupon the tnfor nation provided on tie front ofdds sheet, the follou>ing represents a ndndnnou of uvh w it merkdfor on application to be complete for subnddal with respect to drainage; however, this list should not be used in lieu ofde Sprirgtield Development Cork (SDC) or the City's Engineering Design A3mma1. Connpltance with these requirements does not constitute site appromol, Adebooml site specific information nary be required Note: Upon scoping sheet subndttal, ensure completedfornu has been signed in the spare provickel below: Interim Design Standards/Water Quality (EDSPM Chapter 3 Req'd N/A ❑ ❑ All non -building rooftop (NBR) impervious surfaces shall be pre-treated (e. g. multi-chambered catchbasin w/oil filtration media) for stonmvater quality. Additionally, aminimum of 50% of the NBR impervious surface shall be treated by vegetated methods. ❑ ❑ Where required, vegetative stommwater design shall be consistent with design standards (EDSPM Section 3.02), set forth in Chapter 2 of the Eugene Stormrmer Management Manual. ❑ ❑ For new NBR impervious area less than 15,000 square feet, a simplified design approach may be followed as specified by the Eugene Stomrmvater Management Manual (Sec2A.1). ❑ ❑ If a stormrmer treatment Swale is proposed, submit calculations/specifications for sizing, velocity, flow, side slopes, bottom slope, and seed mix consistent with City of Springfield or Eugene's Stomrmvater Management Manual. ❑ Water Quality calculations as required in Section 3.03.1 of the EDSPM. All building rooftop mounted equipment, or other fluid containing equipment located outside of the building, shall be provided with secondary containment or weather resistant enclosure. ❑ n Design of Stoma Systems (EDSPM Section 4.04). ❑ ❑ Flow lines, slopes, rim elevations, pipe type and sizes clearly indicated on the plan set ❑ ❑ Minimum pipe cover shall be 15 inches for reinforced pipe and 36 inches for plain concrete and plastic pipe materials, or proper engineering calculations shall be provided when less. The cover shall be sufficient to support an 50,000 lb load without failure of the pipe structure. ❑ ❑ Manning's "n" values for pipes shall be consistent with Table 4-1 of the EDSP. All stoma pipes shall be designed to Other/Miscethmeous ❑ Drainage study prepared by a Professional Civil Engineer licensed in the state of Oregon. Existing and proposed contours, located at one foot interval. Include spot elevations and site grades showing how site ❑ A complete drainage study, as required in EDSPM Section 4.03.1, including a hydrological study map. drains. ❑ Calculations showing system capacity for a 2 -year stoma event and overflow effects of a 25 -year stoma event Private stommwater easements shall be clearly depicted on plans when private stommater flows from one property to The time of concentration (Tc) shall be determined using a 10 minute start time for developed basins. Review ofDownstream System EDSPM Section 4.03A.0 ❑ A downstream drainage analysis as described in EDSPM Section 4.03A.C. On-site drainage shall be governed by the Oregon Plumbing Specialty Code (OPSC). ❑ ❑ Elevations of the HGL and flow lines for both city and private systems where applicable. ❑ n Design of Stoma Systems (EDSPM Section 4.04). ❑ ❑ Flow lines, slopes, rim elevations, pipe type and sizes clearly indicated on the plan set ❑ ❑ Minimum pipe cover shall be 15 inches for reinforced pipe and 36 inches for plain concrete and plastic pipe materials, or proper engineering calculations shall be provided when less. The cover shall be sufficient to support an 50,000 lb load without failure of the pipe structure. ❑ ❑ Manning's "n" values for pipes shall be consistent with Table 4-1 of the EDSP. All stoma pipes shall be designed to Other/Miscethmeous ❑ Existing and proposed contours, located at one foot interval. Include spot elevations and site grades showing how site drains. ❑ Private stommwater easements shall be clearly depicted on plans when private stommater flows from one property to another. ❑ Drywells shall not receive runoff from any surface w/o being treated by one or more BMPs, with the exception of residential building roofs (EDSP Section 3.03A A). Additional provisions apply to this as required by the DEQ. Refer to thewebsite: him/Avww.deo.state.or.ushvo/uic/uic.htm for more infomuation. ❑ Detention ponds shall be designed to limit runoff to pre -development rates for the 2 through 25 -year storm events. *Thisform simU be inchukd m nn Nhuhmen5 inside the frontcover, ofthe stormnsder shady. * IAWORTANT..- ENGINEER PLEASE READ BEEOWAND SIGN' As the engineer of record, I hereby certify the above required items are complete and included with the submitted stommater study and plan set. Signature Date Form Version 5: June 2015 Narrative This document addresses the requirements listed in the checklist adding commentary to each of the requirements where appropriate. Application Fee to be paid upon request. Land Division Tentative Application Form has been attached above this Narrative Narrative, explaining the purpose of the proposed development, the existing use of the property, and any additional information that may have a bearing in determining the action to be taken, is undertaken herein. Density -list the size of property (acres), maximum allowable density and the density proposed. The property is.54 acres (23,522 squarefeet). The lot is zoned low density residential. Each of the proposed lots is within the expected size of low density lots within the City of Springfield. No panhandle lots are proposed. Copy of the Deed See Attached Copy of a Preliminary Title Report issued within the past 30 days documenting ownership and listing all encumbrances. This document is attached with this submission. Copy of the Land Division Plan Reduced to 8%"x 11", which will be mailed as part of the required neighboring property notification packet. This document cannot be printed at this time and submitted as the City of Springfield offices are closed. Right -of -Way Approach Permit Application provided where the property has frontage on an Oregon Department of Transportation(ODOT) facility. This is not required as no work is proposed within the Right -of -Way. Three (3) Copies of the Stormwater Management System Study with Completed Stormwater Scoping Sheet Attached — Infiltration reports are submitted as a part of this Tentative Plan. However no stormwater scoping is possible at this time as no new dwellings or structures are proposed. Three (3) Copies of the Traffic Impact Study prepared by a Traffic Engineer in accordance with SDC 4. 2-105A.4. Not required with this plan. Four (4) Copies of the Following Plan Sets for Pre - a. Site Assessment of Existing Conditions Prepared by an Oregon licensed Landscape Architect or Engineer o Vicinity Map Is attached. Parcel Number: 1702332306300 Address: 490 51" Street, Springfield OR 97478 Owner: Monkey Hero LLC o The name, location, and dimensions of all existing site features including buildings, curb cuts, trees, and impervious surface areas, clearly indicating what is remaining and what is being removed. For existing structures to remain, also indicate present use and required setbacks from proposed property lines. This document is attached. o The name, location, dimensions, direction of flow and top of bank of all watercourses and required riparian setback that are shown on the Water Quality Limited Watercourse Map on file in the Development & Public Works Department N/A o The 100 -year floodplain and floodway boundaries on the site, as specified in the latest adopted FEMA Flood Insurance Rate Maps or FEMA approved Letter of Map Amendment or Letter of Map Revision N/A This property is above the 500 yearflood plain. o The Time of Travel Zones, as specified in SDC 3.3-200 and delineated on the Wellhead Protection Areas Map on file in the Development & Public Works Department See Attached. Related Maps o Physical features including, but not limited to trees 5" in diameter or greater when measured 4 Y. feet above the ground, significant clusters of trees and shrubs, riparian areas, wetlands and rock outcroppings Attached. However, some of the trees shown on document are a collection of suckers, with no trunk. o Soil types and water table information as mapped and specified in the Soils Survey of Lane County. A Geotechnical Report prepared by an Engineer must be submitted concurrently if the Soils Survey indicates the proposed development area has unstable soils and/or a high water table See attached reportfrom Branch Engineering. b. Land Division Tentative Plan o Prepared by an Oregon licensed Land Surveyor. See Attached. o City boundaries, the Urban Growth Boundary, and any special service district boundaries or railroad right-of-way which cross or abut the proposed land division. No boundaries abut or crass the proposed land division. o Location and width of all existing and proposed easements on and abutting the proposed landdivision Any/alleasements are documented in the title report. Proposed easements are shown on the Tentative Map. o Boundaries of entire area owned by the property owner, of which the proposed land division is a part, as well as dimensions and size of each parcel and the approximate dimensions of each building site indicating the top and toe of cut and fill slopes to scale . No other property is owned by the property owner in the vicinity of this proposed land division. o Location and type of existing and proposed street lighting, including type, height, and area of illumination Location, widths, conditions, and names of all existing and proposed streets, Parcel Number: 1702332306300 Address: 490 51" Street, Springfield OR 97478 Owner: Monkey Hero LLC alleys, dedications or other right-of-ways within or adjacent to the proposed land division. Proposed streets should also include approximate radius of curves and grades and relationship to any projected streets as shown on the Metro Plan, TransPlan, Conceptual Development Plan, or Conceptual Local Street Map. No additional street lighting, streets, alleys, dedications, or other right -of --ways within or adjacent to this division are proposed. However, an existing incandescent street light on D Street may be replaced with a new LED head. o Location of existing and required traffic control devices, fire hydrants, power poles, transformers, neighborhood mailbox units and similar public facilities. This is shown on the attached Existing Conditions Map. o Location and dimensions of existing and proposed driveways. No additional driveways are proposed. o Location of existing and proposed transit facilities. Transit facilities are currently located at Bob Straub and Main Street. No new transit facilities are proposed. o Location and width of all existing and proposed sidewalks, sidewalk ramps, pedestrian access ways and bike trails. Existing conditions are shown on the Existing Condition Map. No new facilities are proposed. o Location, size and type of plantings and street trees in any required planter. No new street trees are proposed, as there is no planter strip on either D Street, nor 51" Street. o Location and size of existing and proposed utilities on and adjacent to the site including sanitary sewer mains, stormwater management systems, water mains, power, gas, telephone, and cable TV. Indicate the proposed connection points. Existing facilities and utilities are shown on the Existing Conditions Map. No new facilities or utilities are proposed, other than the new waste water lines on a Private Utility Easement as shown on the tentative plan. o The locations of all areas to be dedicated or reserved for public use, with the purpose, condition or limitations of the reservations clearly indicated None are proposed. o Future Development Plan where phasing or large lots/parcels are proposed as specified in SDC 5.12-120 E. None are proposed. c. Stormwater Management Plan o Prepared by an Oregon licensed Civil Engineer. No new stromwater facilities are proposed. o Planting plan prepared by an Oregon licensed Landscape Architect where plants are proposed as part of the stormwater management system No new plantings are proposed. Parcel Number: 1702332306300 Address: 490 51" Street, Springfield OR 97478 Owner: Monkey Hero LLC o Roof drainage patterns and discharge locations No new roofs arimperviaus areas are proposed. o Pervious and impervious area drainage patterns No new roofs or impervious areas are proposed. o The size and location of stormwater management systems components, including but not limited to: drain lines, catch basins, dry wells and/or detention ponds; stormwater quality measures; and natural drainage ways to be retained. No newroofs orimpervious areas are proposed. o Existing and proposed spot elevations and contours lines drawn at 1 foot intervals (for land with a slope over 10 percent, the contour lines may be at 5 foot intervals) Amount of proposed cut and fill N/A Additional Materials N/A Additional Notes: With regard to the Complete PreSubmittal Checklist sent by Melissa Carina after the PreSubmittal meeting regarding the tentative plan, each area is addressed below: Planning Notes: 1. The a current title report is attached. 2. There is an existing 7' PUE for SUB along the property's D Street side. 3. This lot is level and as such does not slope. No buildings are proposed, however, the plan not shows the areas of the map upon which buildings may be erected. 4. Location for future "no parking' signs are now shown on the Tentative Plan. S. No new sidewalks are proposed. However, the width of the existing sidewalks is noted on the Plan. 6. No new street trees are proposed as no planter strip exists on either D Street or 51� Street. 7. Communication with SUB occurred before purchase of the property and has been confirmed before this submission. The overhead line providing power to f 490 51" will be placed underground as a condition of approval of the final plat. SUB did provide a document to be completed and recorded with the final plat which will provide for a 7' PUE along the property's 51" side. No new easements are required to provide water service. The new easement will be used to provide power. Additional comments not related to the completeness of the application. 1. No residential buildings are planned at this time. When building permit requests are submitted for these lots, after recording of the final plat, residential buildings will be determined. However, the required density is addressed in the Tentative Subdivision Application. 2. The issue of driveways being too close to the school or intersections was addressed in the pre -submittal meeting. Subsequent to that potential parking plans were Parcel Number: 1702332306300 Address: 490 51" Street, Springfield OR 97478 Owner: Monkey Hero LLC submitted to Mike Liebler. He also visited the site and determined the site would be able to accommodate the necessary parking. During the meeting, Mike Liebler discussed the reasons the site, when built out, would not be in conflict with the adjacent school. All utilities servicing the proposed lots will be placed underground. The existing street light will be upgraded to LED as discussed in the pre -submittal meeting and as a condition of the final plat being accepted. An infiltration report is attached with this Application. The driveway is not being altered, with the exception of a cut, 10' x 3, which will serve as a stormwater facility. Building permits applications will not be submitted until all aspects of the tentative plan have been approved. During the pre -submittal meeting, it was determined that Note B, regarding a private utility easement for sewer lines should be designated as a variable width easement, rather than a 7' easement, because, as the Tentative Plan shows, the width must vary in order to navigate and existing power pole. Additional Comments from the Pre -Submittal Meeting: 1. A demolition permit will be needed to remove the existing garage and this is to be complete prior to the recordation of the final plat. 2. An LDAP will be needed to install the sewer lines. This too will be done before the final plan. 3. The hazard trees have been removed. 4. Mike Liebler has reviewed a potential parking plan for the site and agrees that the configuration would satisfy parking demands. Although, this potential plan is not intended to be the only possible design. 5. Clayton MCEachern has reviewed a potential residential structure plan, with sized soakage trenches, and agrees that the configuration would satisfy his concerns. Although, this potential plan is not intended to be the only possible design. Parcel Number: 1702332306300 Address: 490 51" Street, Springfield OR 97478 Owner: Monkey Hero LLC TYPE II TENTATIVE LAND DIVISION, PRE -SUBMITTAL CHECKLIST Project Name: Monkey Hero 4 -lot Subdivision Project Proposal: 4 -lot Residential Subdivision Case Number: 811 -20 -00077 -PRE Project Address: 490 51'' Street Assessors Map and Tax Lot Number(s): Map 17-02-33-23, Tax Lot 6300 Zoning: Low Density Residential (LDR) Metro Plan Designation: Low Density Residential (LDR) EPRINOFIE� 0# Overlay District(s): Drinking Water Protection (10-99 year TOTZ) Applicable Refinement Plan: East Main Refinement Plan Refinement Plan Designation: LDR Pre -Submittal Meeting Date: May 8, 2020 Application Submittal Deadline: November 9, 2020 Associated Applications: N/A PRINGFIELD DEVELOPMENT RE POSITION REVIEWOF NAME PHONE Project Planner Land Use Planning Melissa Carino 541.744.4068 Transportation Planning Engineer Transportation Michael Liebler 541.736.1034 Public Works Civil Engineer Utilities Clayton McEachern 541.736.1036 Public Works Civil Engineer Sanitary/Storm Sewer Clayton McEachern 541.736.1036 Deputy Fire Marshal Fire and Life Safety Eric Phillips -Meadow 541.682.5741 Building Official Building Robert Castile 541.726.3666 Applicant Kathy Thomas Monkey Hero, LLC 42941 Leaburg Dr Leaburg, OR 97489 541.896.0408 Revised 10/22/18 Applicant's Representative Kathy Thomas Monkey Hero, LLC 42941 Leaburg Dr Leaburg, OR 97489 541.896.0408 TENTATIVE LAND DIVISION APPLICATION PRE -SUBMITTAL CHECKLIST PLANNING o Application Fee discuss the applicable fees - Subdivision (LDR) Tentative Plan= ($6,726 + ($289/lot x 4lots) app fee) + (5% tech fee) + ($190 postage fee) = $8,466.10 - Subdivision (LDR) Pre -Submittal Plat = $421.00 - Subdivision (LDR) Plat=$930+($580/lotx4lots)+(5%techfee)=$3,412.50 o One additional copy of the Land Division Plan reduced to 8%"x 11" Complete Incomplete See Planning Note(s) ® ❑ 8 %" x 11" Copy of Land Division Plan o Copy of the deed and a preliminary title report issued within the past 60 days documenting ownership and listing all encumbrances. If the applicant is not the property owner, written permission from the property owner is required. Complete Incomplete See Planning Note(s) ® ❑ 1 o Tentative Land Division Plan Complete Incomplete See Planning Note(s) ® ❑ ❑ ® 2 ❑ ® 3 ❑ ® 4 Deed and Preliminary Title Report Prepared by an Oregon Licensed Land Surveyor in accordance with ORS 92 All existing and proposed easements Dimensions and size of each parcel and the approximate dimensions of each building site indicating the too and toe of cut and fill slopes to scale Location, widths and names of all existing and proposed streets, alleys, dedications or other right of -ways within or adjacent to the proposed land division Location of existing and required traffic control devices fire hydrants, power poles, transformers, neighborhood mailbox units and similar public facilities 2 ❑ ® 5 Location and width of all existing and proposed sidewalks sidewalk ramps, pedestrian access ways and bike trails ❑ ® 6 Location, size and type of plantings and street trees in any required planter strip ❑ ® 7 Location and size of existing and proposed utilities on and adjacent to the site including sanitary sewer mains, stormwater management systems, water mains, power, gas, telephone, and cable TV. Indicate the proposed connection points. o Phased Development Plan required if redivision is proposed. The plan must include the boundaries and sequencing of each proposed redivision. Any redivision must progress in a sequence promoting street connectivity between the various phases of the development and accommodating other required public improvements. Complete Incomplete See Planning Note(s) ❑ ❑ N/A Phased Development Plan Planning Notes. 1. At submittal, be sure to include a title report dated within 30 days of application submittal. 2. Do not see proposed PUEs for the new lots in the tentative plan. Mark public utility easements (PUE) that is at least 7' wide along street frontages (51" Street). 3. Dimensions are provided for each lot both on the plans and in the narrative and all proposed lots meet minimum lot size requirements. However, the approximate dimensions of each building site indicating the top and toe of cut and fill slopes to scale are not shown. 4. Please show the location of existing and required traffic control devices (e.g. no parking signs for shared driveway) and similar public facilities. 5. While sidewalk location is shown on the plans, the width is not provided. Show location and width of all existing and proposed sidewalks. 6. Since no new street trees are proposed, show existing location, size and type of plantings and street trees in any required planter strip along street frontages on the tentative plan. 7. All proposed utility connections and one stormwater facility are shown. Other stormwater facilities? Has applicant been in touch with SUB Water & Electric already? All overhead lines will need to be undergrounded as per SDC standards. Additional comments not related to the completeness of the application: • What type of residential buildings are planned for Lots 1, 2, & 3? LDR Density = 6-14 dwelling units/net acre. • Transportation: are proposed driveways too close to intersections? Safe Routes to Schools? • All utilities provided to serve the subdivision will need to be placed underground. • Existing street light needs to be upgraded. • Drainage report? Stormwater mitigation (existing and new)? Driveway fortreatment like last Monkey Hero partition? • Subdivision approval — "substantially complete"— is required before applying for building permits. • Note B? 7' easement for a private sewer (Clayton)? FIRE Fire access and water supply are fine for the proposed 4 -lot partition. Ladd at SUB Water confirmed that they have adequate fire flow from both hydrants, which are within 600 feet of potential houses on these lots. LAND DIVISION TENTATIVE PLAN APPLICATION PRE -SUBMITTAL CHECKLIST Engineer: Clayton McEachern Case#: 20 -77 -PRE PUBLIC WORKS ENGINEERING o Site Assessment of Existing Conditions Complete Incomplete See PW Note(s) ® ❑ Prepared by an Oregon licensed Landscape Architect or Engineer ® ❑ Vicinity Map ® ❑ The name, location, and dimensions of all existing site features including buildings, curb cuts, trees, and impervious surface areas, clearly indicating what is remaining and what is being removed. For existing structures to remain, also indicate present use and required setbacks from proposed property lines ❑ ❑ n/a The name, location, dimensions, direction of flow and top of bank of all watercourses and required riparian setback that are shown on the Water Quality Limited Watercourse Map on file in the Development Services Department ❑ ❑ n/a The 100 -year floodplain and floodway boundaries on the site, as specified in the latest adopted FEMA Flood Insurance Rate Maps or FEMA approved Letter of Map Amendment or Letter of Map Revision ❑ ❑ n/a The Time of Travel Zones, as specified in SDC 3.3-200 and delineated on the Wellhead Protection Areas Map on file in the Development Services Department ® ❑ Physical features including, but not limited to trees 5" in diameter or greater when measured 4 '/1 feet above the ground, significant clusters of trees and shrubs, riparian areas, wetlands and rock outcroppings ® ❑ Soil types and water table information as mapped and specified in the Soils Survey of Lane County. A Geotechnical Report prepared by an Engineer must be submitted concurrently if the Soils Survey indicates the proposed development area has unstable soils and/or a high water table Revised 10/25/07 o Land Division Tentative Plan Complete Incomplete See PW Note(s) ® ❑ Prepared by an Oregon licensed Land Surveyor in accordance with ORS 92 ® ❑ Location and width of all existing and proposed easements on and abutting the property ® ❑ Boundaries of the entire area owned by the property owner, of which the proposed land division is a part, as well as dimensions and size of each parcel and the approximate dimensions of each building site indicating the top and toe of cut and fill slopes to scale ® ❑ Location of existing and required power poles, transformers, neighborhood mailbox units, and similar public facilities ® ❑ 1 Location and size of existing and proposed utilities on and adjacent to the site including sanitary sewer mains, stormwater management systems, water mains, power, gas, telephone, and cable TV. Indicate the proposed connection points o Stormwater Management Plan Complete Incomplete See PW Note(s) ❑ ® 2 Prepared by an Oregon licensed Civil Engineer ❑ ® 2 Planting plan prepared by an Oregon licensed Landscape Architect where plants are proposed as part of the stormwater management system ❑ ® Roof drainage patterns and discharge locations ❑ ® Pervious and impervious area drainage patterns ❑ ® The size and location of stormwater management systems components, including but not limited to: drain lines, catch basins, dry wells and/or detention ponds; stormwater quality measures; and natural drainageways to be retained ❑ ® Existing and proposed spot elevations and contours lines drawn at 1 foot intervals (for land with a slope over 10 percent, the contour lines may be at 5 foot intervals) ❑ ❑ n/a Amount of proposed cut and fill o Stormwater Management System Study - provide four (4) copies of the study with the completed Stormwater Scoping Sheet attached. The plan, calculations, and Revised 10/25/07 documentation must be consistent with the Engineering Design Standards and Procedures Manual. Complete Incomplete See PW Note(s) ❑ n/a Scoping Sheet and attached Stormwater Management System Study PW Notes: 1. all electrical services to ALL lots and structures in the subdivions must be placed undergroudn inlcuding the existing home. 2. The provided infiltration /soils report shows that onsite treatment is possible and reasonable for this subdivision. A drainage report with appropiate sizing of the disposal facility for the planned homes in the subdivision is required. When the home size is not known the code guidance is to use 2640 sf as the default size for roof and driveway area. The subdivsion plan will need to show a building footprint and stormwater disposal faiclity footprint can be located on each lot that meet required setback or other arrangments made with the building deparment for infiltration close to buildings. It appears that lots 2,3 and 4 will use a shared driveway and lot 1 will have a separate driveway. The shared driveway currently exists but will require some treatement as it is in excess of 500sf. Staff would recommend a middle grassy swale for the driveway if possible with the house configurations. The new driveway may fall under the 500sf that requires treatment but this will need to be shown. 3. the existing sodium streetlight on the pole at the northwest corner will need to be replaced with current LED standard. Additional comments not related to the completeness of the application: • The only stormwater item that will be required to be constructed prior to plat is the shared driveway treatment area. • The sewer connections to the future lots must be established to the lot lines prior to granting final plat. This will regiure an encroachment permit, the encroachment permit should be noted on the plans. Revised 10/25/07 LAND DIVISION TENTATIVE PLAN APPLICATION PRE -SUBMITTAL CHECKLIST Transportation Engineer/ Planner: Michael Liebler P.E. Case#: 20-000077 Applicant: Monkey Hero TRANSPORTATION Right -of -Way Approach Permit application must be provided where the property has frontage on a Lane County or an Oregon Department of Transportation (ODOT) facility. Complete Incomplete See Transportation Note(s) ® ❑ Copy of ROW Approach Permit Application o Traffic Impact Study - four (4) copies of a study prepared by a Traffic Engineer in accordance with SDC 4.2-105 A.4. Traffic Impact Studies (TIS) allow the City to analyze and evaluate the traffic impacts and mitigation of a development on the City's transportation system. In general, a TIS must explain how the traffic from a given development affects the transportation system in terms of safety, traffic operations, access and mobility, and immediate and adjoining street systems. A TIS must also address, if needed, City, Metro Plan and state land use and transportation policies and objectives. Complete Incomplete See Transportation Note(s) ® ❑ NA Traffic Impact Study o Land Division Tentative Plan Complete Incomplete See Transportation Note(s) ® ❑ Location of existing and proposed street lighting, including type, height, and area of illumination ® ❑ Location of existing and proposed transit facilities ❑ ® (1) Location and dimensions of existing and proposed driveways ® ❑ Location and width of all existing and proposed sidewalks, sidewalk ramps, pedestrian access ways, and bike trails ® ❑ Location, widths, conditions, and names of all existing and proposed streets, alleys, dedications, access easements or other right-of-ways within or adjacent to the proposed land division. Proposed streets should also include approximate radius of curves and grades and relationship to any Revised 10/25/07 projected streets as shown on the Metro Plan, TransPlan, Conceptual Development Plan, or Conceptual Local Street Map ® ❑ Location of existing and required traffic control devices Transportation Notes: 1. Please show on plan sheet that Lots 2, 3 and 4 obtain access via the shared easement. Additional comments not related to the completeness of the application: Revised 10/25/07 TENTATIVE LAND DIVISION APPLICATION PRE -SUBMITTAL CHECKLIST Date: May 1, 2020 File Number: 20 -000077 -PRE / 20-000060-PRO3 Address: 490 51' St. Proposal: 4 -lot Subdivision Planner: Melissa Carino Deputy Fire Marshal: Eric Phillips -Meadow FIRE COMMENTS o Tentative Land Division Plan Complete Incomplete See Fire Note(s) ® ❑ 1 Location, widths and names of all existing and proposed streets, alleys, dedications or other right-of- ways within or adjacent to the proposed land division ® ❑ 2 Location of existing and required fire hydrants Fire Notes: 1. Fire apparatus access to the proposed lots from the City streets is adequate. 2. There are 2 fire hydrants within 600 feet of the most remote portions of each lot. Fire flow required for new houses is 1,000 gallons per minute at a residual pressure of 20 psi. ANY REQUIRED ADDITIONAL MATERIALS, APPLICATIONS OR PERMITS IT IS THE APPLICANT'S RESPONSIBILITY TO DETERMINE IF ADDITIONAL STANDARDS OR APPLICATIONS APPLY TO THE PROPOSED DEVELOPMENT. THE APPLICANT SHOULD CONSIDER UTILIZING EITHER THE DEVELOPMENT ISSUES MEETING OR THE PRE -APPLICATION REPORT FOR MORE DETAILED INFORMATION: Applicable Not Applicable ® ❑ Proposed deed restrictions and a draft of any Homeowner's Association Agreement ❑ ® Additional plans and documentation for submittal of a Cluster Subdivision proposal as specified in SDC 3.2-230 ❑ ® Riparian Area Protection Report For properties located within 150 feet of the top of bank of any Water Quality Limited Watercourses (WQLW) or within 100 feet of the top of bank of any direct tributaries of WQLW ❑ ® A Geotechnical Report prepared by an engineer must be submitted concurrently if there are unstable soils and/or a high water table present ® ❑ Where the development area is within an overlay district applicable, address the additional standards of the overlay district ® ❑ If five or more trees are proposed to be removed, a Tree Felling Permit as specified in SDC 5.19-100 ❑ ® A wetland delineation approved by the Oregon Division of State Lands must be submitted concurrently where there is a wetland on the property ❑ ® Any required federal or state permit must be submitted concurrently or evidence the permit application has been submitted for review ® ❑ Where any grading, filling or excavating is proposed with the development, a Land and Drainage Alteration permit must be submitted prior to development ❑ ® Where applicable, any Discretionary Use or Variance as specified in SDC 5.9-100 and 5.21-100 THIS APPLICATION IS: ❑ COMPLETE FOR PROCESSING ❑ INCOMPLETE AND NEEDS MISSING INFORMATION NOTED ABOVE May 8, 2020 City Planner Date This is not a decision on your application. Springfield Development Code Section 5.4-105 and Oregon Revised Statutes 227.178 require the City take final action on a limited land use decision within 120 days afterthe application is deemed complete. The 120 -day processing period forthis application begins when all the missing information is submitted orwhen you request that the City proceed without the information. You must indicate by either signing this form or by submitting a written response to the City within seven days of the date of this form asserting your intentions regarding the provision of the missing information. If you indicate herein or in yourwritten response that the missing information will be submitted, then you have 180 days from the date the application was submitted for Pre -Submittal Review to provide the City with the missing information. If you refuse to submit the missing information, then upon receipt of the full application packet and processing fee, the City will deem the application complete for purposes of starting the 120 -day clock and begin processing the application. No new information may be submitted after the start of the 120 -day period unless accompanied by a request for an extension of the 120 -day processing time. Upon receipt of a request for extension, the City may extend the 120 -day period for a reasonable period of time. The City may also require additional fees if the new information is submitted after the Notification to Surrounding Property Owners is sent out and a second notification is required or if the new information substantially affects the application proposal and additional review is required. I, the owner/applicant, intend to submit all missing items indicated herein to the City within the 180 - day timeline. Signature