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Home My WebLink AboutPacket, Pre PLANNER 1/7/2022Pre -Submittal Meeting Development and Public Works Department Reem 61 PRE -SUBMITTAL MEETING DATE: Friday, January 14, 2022 11:00 a.m. - 12:00 p.m. DPW Conferenee Room 616 Pre -Submittal (Partition Tentative) #811 -22 -000007 -PRE 811-21-0000247-PROJ Bruce Wiechert Assessor's Map: 17-02-28-34 TL: 601, 602 and 603 Address: 5323 Highbanks Rd. Existing Use: residential Applicant has submitted plans for 2 -lot residential partition. Planner: Melissa Carino Meeting: Friday, January 14, 2022 11:00 — 12:00 via Zoom r� SITE VICINITY MAP 811 -22 -000007 -PRE Pre -submittal meeting 17-02-28-34 TL 601, 602, 603 Highbanks Rd., east of 53rd St. Bruce Wiechert Custom Homes City of Springfield Development & Public Works 225 Fifth Street Springfield, OR 97477 Land Division Plat Partition, Subdivision SPRINGFIELD w 0#1 Application Type (Applicant. dieck one) Partition Plat Pre -Submittal: ® Subdivision Plat Pre -Submittal: ❑ Partition Plat Submittal: ❑ Subdivision Plat Submittal: ❑ Required Project Information (Applicant., complete this section) Applicant Name: Bruce Wiechert Phone:541-686-9458 Company: Bruce Wiechert Custom Homes, Inc. Fax: Address: 3073 Skyview Ln., Eugene, OR 97405 Applicant's Rep.: Anthony J. Favreau Phone:541-683-7048 Com an :The Favreau Group, LLC Fax: Address: 3750 Norwich Ave., Eugene, OR 97408 Property Owner: Same as applicant Phone: Company: Fax: Address: ASSESSOR'S MAP NO:17-02-28-34 TAX LOT NO(S): 601. 602 & 603 Property Address: Size of Property: 0.28 Acres ® Square Feet ❑ Proposed Name of Subdivision: Partition Plat Description of If you arefilling in this form by hand, please attach your proposal description to this application. Proposal: 2 -Lot residential Subdivision Existing Use: Vacant Tentative Case #: # of Lots Parcels: 2 Av . Lot Parcel Size: 6,137 sf Densit : 7.1 du/acre Si natures: Please si n and print your name and date in thea Required Project Information (City Intake Staff., Associated Applications: ro riate box on the next a e. complete this section) Pre -Sub Case No.: Date: Reviewed by: Case No.: Date: Reviewed by: Application Fee: $ Technical Fee: $ Posta a Fee: $0 TOTAL FEES: $ PROJECT NUMBER: Revised 10.14.13 kl 1 of b High Partition SUMMARY OF CONDITIONS OF APPROVAL: 1. The applicant must retain a private professional civil engineer to design the site improvements and all public improvements in conformance with City codes, this decision, and the current Engineering Design Standards and Procedures Mama/ (EDSPM) pursuant to SDC 5.17-125.13 and SDC 4.1-110.13. The private civil engineer also is required to provide construction inspection services. Response: A private dvil engineer has been retained. 2. The applicant must place new utility lines underground and provide screening from utility vaultsttransforners/connections along the High Banks Road frontage. Prior to Final Plat approval, the applicant must identity where screening is needed and what kind of screening will be used. Screening must conform to the standards in SDC 4.4-110.13. Response: All utilities will be place underground and no screening is needed. 3. The applicant must construct the driveway in compliance of the standards listed in SDC 4.2-120.C, Tables 4.2-2 and 4.2- 4, for "Single -Family and Duplexes" Response: the plans call out for the driveway to be constructed per city standards. 4. All fire apparatus access routes are to be paved all-weather surfaces able to support an 50,000-1b. imposed load in accordance with the 2019 Springfield Fire Code (SFC) 503.2.3 and SFC Appendix D 102.1. The applicant must meet fire access road standards to obtain occupancy certificates pursuant to SDC 4.2-120. 5. Prior to Final Plat approval, the applicant must include "NO PARKING -FIRE LANE" signage posted on both sides of the portion of the access drive which does not have parking on either side according to SFC D103.6. The location and detail of these signs must be shown on the plans to meet the requirements of SDC 4.2-120. Response: The no parking signs are shown on the final site plan. 6. The onsite sewer laterals must be constructed with the shared access driveway because they will be located under the driveway and must also meet the provisions of the Development & Municipal Codes, the EDSPM, Public Works Standard Construction Specifications, and DEQ regulations. 7. The applicant must contact SUB Water Division's Backflow Prevention Specialist at (541)726-2396 to discuss the backflow prevention and fire protection service requirements. Response: The owner will coordinate with SUB. S. Prior to Final Plat approval, the applicant must work with SUB for the design of their water access and to ensure that the water supply from nearby fire hydrants meets the standards required by the 2019 Springfield Fire Code in accordance with SDC 4.3-120. Response: The site plan has been reviewed by the Fire Dept. and no additional fire hydrants are required. 9. In accordance with SFC 912.4, immediate access to fire department connections must be maintained at all times and without obstruction by fences, trees, shrubs, walls, or any other objects. Response: There are no Bre dept. connections. 10. In accordance with SDC 4.3-120, the developer must install all required utilities in the public ROW or an easement that satisfies the utility provider. The developer must also coordinate their placement with other utility providers and site features such as driveways, sidewalk, and curb ramps to minimize disruption or compromise required design features. All utility locations must be shown and coordinated on the Final Partition Plans. Response: All utilities are shown on the Final Site Plan. 11. The applicant must provide proof and documentation of all new recorded Easements and Dedications before Final Plat approval and building permit issuance pursuant to SDC 4.3-140.A. Response: all new easements will be shown on the Partition. CLOSURES HIGH BANKS PARTITION Parcel name: 1 North: 6614.4477 East: 4606.3349 Line Course: N 89-12-31 W Length: 20.00 North: 6614.7240 East: 4586.3368 Line Course: S 00-10-00 E Length: 90.19 North: 6524.5344 East: 4586.5991 Line Course: S 89-50-00 W Length: 43.00 North: 6524.4093 East: 4543.5993 Line Course: S 00-10-00 E Length: 90.00 North: 6434.4097 East: 4543.8611 Line Course: N 89-50-00 E Length: 63.00 North: 6434.5929 East: 4606.8608 Line Course: N 00-10-00 W Length: 179.85 North: 6614.4422 East: 4606.3377 Perimeter: 486.04 Area: 7,470 S.F. 0.17 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0063 Course: S 26-44-05 E Error North: -0.00558 East : 0.00281 Precision 1:77,149.21 Parcel name: 2 North: 6614.7240 East: 4586.3340 Line Course: N 89-12-31 W Length: 53.01 North: 6615.4562 East: 4533.3290 Line Course: S 00-10-00 E Length: 91.07 North: 6524.3866 East: 4533.5940 Line Course: N 89-50-00 E Length: 10.00 North: 6524.4157 East: 4543.5939 Line Course: N 89-50-00 E Length: 43.00 North: 6524.5407 East: 4586.5937 Line Course: N 00-10-00 W Length: 90.19 North: 6614.7304 East: 4586.3314 Perimeter: 287.27 Area: 4,803 S.F. 0.11 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0069 Course: N 22-20-56 W Error North: 0.00634 East: -0.00261 Precision 1:41,633.33 Parcel name: BOUNDARY North: 6614.4477 East: 4606.3349 Line Course: N 89-12-31 W Length: 73.01 North: 6615.4561 East: 4533.3318 Line Course: S 00-10-00 E Length: 91.07 North: 6524.3865 East: 4533.5967 Line Course: N 89-50-00 E Length: 10.00 North: 6524.4156 East: 4543.5967 Line Course: S 00-10-00 E Length: 90.00 North: 6434.4160 East: 4543.8585 Line Course: N 89-50-00 E Length: 63.00 North: 6434.5993 East: 4606.8582 Line Course: N 00-10-00 W Length: 179.85 North: 6614.4485 East: 4606.3351 Perimeter: 506.93 Area: 12,274 S.F. 0.28 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0008 Course: N 15-02-35 E Error North: 0.00076 East: 0.00020 Precision 1:633,662.50