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Packet, Pre PLANNER 8/29/2022
Completeness Check Meeting Development and Public Works Department Reern 61 COMPLETENESS CHECK MEETING DATE: Tuesday, September 6, 2022 11:00 a.m. - 12:00 p.m. Zoom / DPW Conference Room 616 Completeness Check Meeting (Partition Plat) #811 -22 -000196 -PRE 811-18-000244-PROJ Bob Tate Assessor's Map: 17-03-36-31 TL: 4700 & 4701 Address: 170 16'h Street Existing Use: residential Applicant submitted proposal for a 3 -lot partition. Planner: Drew Larson Meeting: Tuesday, September 6, 2022 11:00 — 12:00 via Zoom/DPW Conference Room 616 VICINITY MAP 811 -22 -000196 -Pre Completeness Check Meeting 17-03-36-31 TL 4700 & 4701 17016`" Street Bob Tate City of Springfield Development & Public Works 225 Fifth Street Springfield, OR 97477 Land Division Plat Partition, Subdivision SPRINGFIE� .. .- ,.. Partition Plat Pre -Submittal: X' Subdivision Plat Pre -Submittal: ❑ I Partition Plat Submittal: ❑ Subdivision Plat Submittal: ❑ Required Project Information (Applicant., complete this section) Applicant Name: Bob Tate Phone: 541-914-9918 company: n/a Fax: n/a Address: P.O. Box 26423, Eugene, OR 97402 Applicant's Rep.: Jason Goshen Phone: 541-485-8383 Company: SSW Engineers Inc. I Fax: 541-485-8384 Address: 2350 Oakmont Way, Suite 105 S SONG 9 SswileNGiNCils. a Property Owner: * Multiple Owners - See Following Page * Phone: Company: Fax: Address: ASSESSOR'S MAP NO: 17-03-36-31 TAX LOT NOM: 4700 & 4701 Property Address: 170 16th Street, Springfield, OR 97477 Size of Property; Tax Lot 4700: 13,005 Tax Lot 4701: 9,600 Acres ❑ Square FeetX❑ Proposed Name of Subdivision: Partition Plat for lean Tate, Hannah Wilkerson &John England Description of 11 you are filling in this form by hand, please attach your proposal description to this application. Proposal: 3 -parcel land partition Existing Use: Tax Lot 4700: Vacant Tax Lot 4701: Residential I Tentative Case #: 811-19-000034-TYP2 # of Lots/Parcels: 3 Av . Lot/Parcel Size: 7,535 sf Der it : 11.54 du/acre Si natures: Please si n and nrint vnijr name and date in thip aninmoriate box on the next a e. Required Project Information (City Intake Staff., complete this section) Associated Applications: Pre -Sub Case No.: ZZ-�,�0\K6- 1 Date: �673tzZ Reviewed by: Case No.: Date: Reviewed by Application Fee: .6-0 Technical Fee: $ osta eFFee: $0 I Postage Fee: TOTAL FEES: $ PROJECT NUMBER: Revised 10.14.13 kl 1 of 6 `r August 23, 2022 `A`A City of Springfield SSW Development and Public Works Department ■ 225 Fifth Street ENGINEERS„ Springfield, OR 97477 CIVIL1115001INNNrNIsn SORYUING fYIX6 UN NXY IISFPUNNING 2350 Oakmont Way, Suite 105 Eugene, OR 97401 RE: Conditions of Approval (541)485-8383 Fax(541)485-8384 Tentative Partition 811-19-000034-TYP2 www.eswenglneem.com The purpose of this letter is to address how applicable Tentative Partition conditions of approval have been satisfied with respect to the final plat of the PARTITION PLAT FOR JEAN TATE, HANNAH WILKERSON & JOHN ENGLAND. Said conditions of approval were set forth in the "REVISED -- Type II Tentative Partition Staff Report & Decision' dated February 24, 2022 for Planning Case Number 811-19-000034- TYP2 for Bob Tate. The conditions of approval are cited in bold italic text, with responses I findings shown in regular text. CONDITIONS OF APPROVAL FOR TENTATIVE PARTITION 811-19-000034-TYP2: 1. Prior to Building Permit approval on Parcel 1 or 2 (whichever comes first), the applicant shall obtain an encroachment permits for all the proposed sewer lateral connections, subject to review and approval of Development Services. Encroachment Permits for the proposed sewer lateral connections will be obtained as required prior to Building Permit approval on Parcel 1 or 2 (whichever comes first). 2. Prior to Building Permit approval on Parcels 1 or 2 (whichever comes first), the applicant shall provide an operations and maintenance plan to the City for review to ensure the long-term maintenance and operation of the proposed stormwater planter from parcel 1. The plan should designate maintenance responsibility for operating and maintaining the system and should be distributed to all property owners and tenants of the site and include a notice of Operations and Maintenance Plan recorded against the property, subject to review and approval of Public Works. A preliminary copy of the Operations and Maintenance Plan for the proposed stormwater facilities that will serve Parcels 1 & 2 has been included with this submittal. Copies of the signed / notarized Notice of Operations and Maintenance Plan to be recorded concurrently with the final plat are included with this submittal for City review and approval. 3. Prior to Building Permit approval on Parcel 1 or 2 (whichever comes first), the applicant shall submit a vegetation plan for the stormwater planter as part of the final access and utility plans and the building permit for Parcels 1 & 2, subject to review and approval of Public Works. Copies of the preliminary planting plan for the proposed stormwater planter on Parcel 1 (to serve Parcels 1 & 2) are appended to the associated Operations and Maintenance Plan (see Condition of Approval #2 above) and included as part of the Final Access & Utility Plans included with this submittal. Page 1 of 3 4. Prior to occupancy on Parcels 1 & 2, the applicant shall ensure a fully functioning water quality system and meet objectives of Springfield's MS4 permit, the Springfield Development Code and the EDSPM. The proposed stormwater planter shall be fully vegetated with all vegetation species established. Alternatively, if this condition cannot be met, the applicant shall provide and maintain additional interim erosion controMwater quality measures acceptable to the Public Works Department that will suffice until such time as the stormwater planter vegetation becomes fully established, subject to review and approval of Public Works. This condition will be addressed accordingly prior to occupancy on Parcels 1 & 2. 5. The applicant must fully construct the stormwater management facility, as approved with the Final Plat, and show the facility on the building permit for Parcel 1 OR Parcel 2, whichever comes first, subject to review and approval of Public Works. No building may be occupied on either parcel 1 or 2 without full buildout of the stormwater facilities. This condition will be addressed accordingly prior to occupancy on Parcels 1 or 2, whichever comes first. 6. Prior to approval of the Final Plat, the applicant shall install the proposed gate and provide a Knox pad lock SFC 503.6 and "No Parking-Fire Lane" signage on the north-side of the access road on Parcels 2 & 3, subject to review and approval of the Fire Marshal's Office. The proposed gate, compliant pad lock, and required "No Parking - Fire Lane" signs on the north side of the fire access road were installed as required and have been inspected and approved by the Fire Marshal's Office. 7. Prior to approval of the Final Plat, the applicant will amend the Fire Access easement to include "No Build" language or provide a separate "No Build" easement, in the same location, to ensure future owners are aware of the emergency service access road, subject to review and approval of Development Services. The required "No Build" language for the Public Fire & Emergency Vehicle Access easement has been provided via Note 2 on Sheet 2 of the final plat. 8. Prior to Final Plat approval, the applicant shall coordinate with each utility company and the City of Springfield to ensure the proper placement and language of each proposed or required easement, subject to review and approval of Public Works, City Surveyor, and the Springfield Utility Board. We have coordinated with utility companies as required, including coordination with Springfield Utility Board for the design, financial considerations, and construction of the required fire hydrant, water service and electric distribution infrastructure to serve the parcels, as depicted on the Final Access & Utility Plan included with this submittal. SUB Water Division requested no further easements beyond the 7 foot PUE's shown and dedicated on the final plat. For more information, contact Keoki Lapina with SUB Water Division at 541-736-3291 (office), 541-214-5761 (cell), or via email at KeokiL@subutil.com (Reference Work Order # 19635). SUB Electric Division requested revision of their formerly requested SUB Electric Easement as shown on the tentative partition plan from 7 feet to 5 feet in width, as well as additional 5 foot SUB Electric Easements elsewhere across the parcels as shown and referenced on the final plat. Draft copies of the separate SUB Electric Easement documents to be recorded with the final plat have been provided to SUB Page 2 of 3 8. (Continued.,,) Electric Division for their preliminary approval, copies of which have been included with this submittal. For more information contact Dan Norland with SUB Electric Division at 541-744-3784 (office), 541-735-0377 (cell), or via email at dann@subutil.com (Reference Job # 120088). 9, Prior to Building Permit approval on Parcel f or 2 (whichever comes first), the applicant shall submit plans for approval to construct City standard on-site driveway to serve Parcels t & 2 and proposed emergency fire access road, subject to review and approval of Public Works. The approved driveways shall be detailed on a final access and utility plans to be submitted with the Final Plat. Plans for construction of the proposed gravel fire access road and the on-site concrete driveway to serve Parcels 1 & 2 will be submitted for approval as required in conjunction with the building permit application submittal(s) for Parcel 1 or 2 (whichever comes first) subsequent to final plat approval. Plans and Driveway / Sidewalk Permit Applications for the new driveway aprons serving Parcels 1 & 2 and the ADU on Parcel 3, and sidewalk widening (to accommodate future mailboxes) meeting ADA requirements were previously submitted and approved by the city. Said improvements have since been constructed and are shown on the Final Access & Utility Plan included with this submittal. Sincerely SSW Engineers, Inc. G/� Jason P. Goshert, Project Manager Survey & Land Use Planning Technician Page 3 of 3 II Traverse View - PLAT BOUNDARY ]] 22605.29 SgFt 0.519 Acres Point Tvoe Northina Eastina Bearina Horiz Dist Horiz Ancle Radius Are Lenath Delta 1 5000.0000 Easting: -0.00 Feet Elevation: 0.00 Feet 5000.0000 [ Closing Points ] Point Northing N89"50'44"E 188.36 From 1 5000.0000 2 5000.5077 0.00 5188.3593 5000.0000 4999.9950 0.00 Correct 1 5000.0000 5000.0000 0.00 NO'06'00"W 120.00 90°03'16" 3 5120.5076 5188.1499 S89'50'44"W 188.39 89'56'44" 4 5119.9997 4999,7606 SO'06'43"E 120.00 90'02'33" 5 5000.0000 4999.9950 [[ Closure View - PLAT BOUNDARY ]] [ Traverse Summary ] Closed Loop 5 Points From 1 To 5 Horizontal Distance: 616.75 Feet Slope Distance: 616.75 Feet Area: 22605.29 SgFt 0.519 Acres [ Error Summary ] Relative: 1 : 123754 (Closed Loop) Linear: 0.00 Feet Direction: N89'36'08"E Northing: -0.00 Feet Easting: -0.00 Feet Elevation: 0.00 Feet Angular. None [ Closing Points ] Point Northing Easting Elevation From 1 5000.0000 5000.0000 0.00 To 5 5000.0000 4999.9950 0.00 Correct 1 5000.0000 5000.0000 0.00 [[ Traverse View - PARCEL 1 ]] 6697.96 Sq Ft 0.154 Acres Point Type Northing Easting Bearing Horiz Dist Horiz Angle Radius Arc Length Delta 6 5000.0000 5000.0000 N89°50'44"E 108.36 7 5000.2921 5108.3596 N31°54'17"W 26.50 58°14'59" 8 5022.7887 5094.3541 N44°50'47"W 115.52 167"03'30" 9 5104.6924 5012.8885 S89°50'44"W 13.09 134"41'31" 10 5104.6571 4999.7985 SO°06'43"E 104.66 90"02'33" 11 4999.9973 5000.0030 [[ Closure View - PARCEL 1 ]] [ Traverse Summary ] Closed Loop 6 Points From 6 To 11 Horizontal Distance: 368.13 Feet Slope Distance: 368.13 Feet Area: 6697.96 Sq Ft 0.154 Acres [ Error Summary ] Relative. 1 : 91181 (Closed Loop) Linear: 0.00 Feet Direction: N47°40'55"W Northing: -0.00 Feet Easting: 0.00 Feet Elevation: 0.00 Feet Angular: None [ Closing Points ] Point Northing Easting Elevation From 6 5000.0000 5000.0000 0.00 To 11 4999.9973 5000.0030 0.00 Correct 6 5000.0000 5000.0000 0.00 [[ Traverse View - PARCEL 2 ]] 6307.04 SgFt 0.145 Acres Point Type Northing Easting Bearing Hertz Dist Horiz Angle Radius Arc Length Delta Horizontal Distance: 398.84 Feet Slope Distance: 398.84 Feet Area: 6307.04 Sq Ft 0.145 Acres [ Error Summary ) 12 5000.0000 Linear: 0.01 Feet Direction: S71°23'20"E 5000.0000 Easting: -0.01 Feet Elevation: 0.00 Feet Angular: None [ Closing Points ] Point NO"06'00"W 120.00 From 12 13 5119.9998 To 18 4999.7906 4999.9920 0.00 Correct 12 5000.0000 5000.0000 0.00 S89°50'44"W 108.39 89°56'44" 14 5119.7076 4891.4010 SO°0643"E 15.34 90°02'33" 15 5104.3677 4891.4309 N89°50'44"E 13.09 89°57'27" 16 5104.4030 4904.5209 S44°50'47"E 115.52 22578'29" 17 5022.4993 4985.9866 S31°54'17"E 26.50 192°56'30" 18 5000.0027 4999.9920 [[ Closure View - PARCEL 2 )] [ Traverse Summary ] Closed Loop 7 Points From 12 To 18 Horizontal Distance: 398.84 Feet Slope Distance: 398.84 Feet Area: 6307.04 Sq Ft 0.145 Acres [ Error Summary ) Relative: 1 : 47433 (Closed Loop) Linear: 0.01 Feet Direction: S71°23'20"E Northing: 0.00 Feet Easting: -0.01 Feet Elevation: 0.00 Feet Angular: None [ Closing Points ] Point Northing Easting Elevation From 12 5000.0000 5000.0000 0.00 To 18 5000.0027 4999.9920 0.00 Correct 12 5000.0000 5000.0000 0.00 [[ Traverse View - PARCEL 3 ]] 9600.00 SgFt 0.220 Acres Point Tvoe Northina. Eastina Bearma Horiz Dist Horiz Anile Radius Are Lenath Delta 40 5000.0000 Closed Loop 5 Points From 40 To 44 5000.0000 Horizontal Distance: 400.00 Feet Slope Distance: 400.00 Feet Area: 9600.00 SgFt 0.220 Acres [ Error Summary ] Relative: 1 : 0 (Closed Loop) Linear: 0.00 Feet Direction: N56"03'23"E Northing: -0.00 Feet Fasting: -0.00 Feet Elevation: 0.00 Feet N89°50'44"E 80.00 Closing Points ] 41 5000.2156 Elevation 5079.9997 0.00 To 44 5000.0000 5000.0000 0.00 Correct 40 5000.0000 5000.0000 0.00 NO°06'00"W 120.00 90°03'16" 42 5120.2155 5079.7903 S89"50'44"W 80.00 89"56'44" 43 5119.9998 4999.7906 SO°06'00"E 120.00 90°03'16" 44 5000.0000 5000.0000 [[ Closure View - PARCEL 3 ]] [ Traverse Summary ] Closed Loop 5 Points From 40 To 44 Horizontal Distance: 400.00 Feet Slope Distance: 400.00 Feet Area: 9600.00 SgFt 0.220 Acres [ Error Summary ] Relative: 1 : 0 (Closed Loop) Linear: 0.00 Feet Direction: N56"03'23"E Northing: -0.00 Feet Fasting: -0.00 Feet Elevation: 0.00 Feet Angular: None Closing Points ] Point Northing Easting Elevation From 40 5000.0000 5000.0000 0.00 To 44 5000.0000 5000.0000 0.00 Correct 40 5000.0000 5000.0000 0.00 [[ Traverse View - PRIVATE STORM DRAINAGE EASEMENT ]] 1229.64 Sq Ft 0.028 Acres Point Type Northing. Easting Bearing Horiz Dist Horiz Angle Radius Arc Length Delta [ Error Summary ] Relative: 1 : 50549 (Closed Loop) Linear: 0.00 Feet Direction: S61°07'13"E Northing: 0.00 Feet Easting: -0.00 Feet 19 5000.0000 5000.0000 Point Northing Easting Elevation From 19 5000.0000 5000.0000 0.00 To 27 5000.0015 4999.9973 0.00 Correct 19 5000.0000 5000.0000 0.00 NO°06'43"W 25.36 20 5025.3600 4999.9505 N89°50'44"E 40.35 269°57'27" 21 5025.4687 5040.3003 SO"09'16"E 22.50 270"00'00" 22 5002.9688 5040.3610 N89°50'44"E 8.00 90°00'00" 23 5002.9904 5048.3609 SO°09'16"E 8.48 270°00'00" 24 4994.5104 5048.3838 S89°50'44"W 29.80 270°00'00" 25 4994.4301 5018.5839 N45'09'1 6"W 7.95 225°00'00" 26 5000.0364 5012.9473 S89°50'44"W 12.95 135"00'00" 27 5000.0015 4999.9973 [[ Closure View - PRIVATE STORM DRAINAGE EASEMENT ]] [ Traverse Summary ] Closed Loop 9 Points From 19 To 27 Horizontal Distance: 155.39 Feet Slope Distance: 155.39 Feet Area: 1229.64 SgFt 0.028 Acres [ Error Summary ] Relative: 1 : 50549 (Closed Loop) Linear: 0.00 Feet Direction: S61°07'13"E Northing: 0.00 Feet Easting: -0.00 Feet Elevation: 0.00 Feet Angular: None [ Closing Points] Point Northing Easting Elevation From 19 5000.0000 5000.0000 0.00 To 27 5000.0015 4999.9973 0.00 Correct 19 5000.0000 5000.0000 0.00 [[ Traverse View - 14,00' PRIVATE WASTEWATER EASEMENT 1 OF 2 ]] (OVER PARCELS 1 & 2 TO THE BENEFIT OF PARCEL 3) 196.25 Sq Ft 0.005 Acres Point Type Northing Easting Bearing Horiz Dist Horiz Anqle Radius Arc Length Delta Angular: None [ Closing Points ] 28 5000.0000 5000.0000 Point Northing Easting Elevation From 28 5000.0000 N89°40'52"W 14.07 32 29 5000.0783 4985.9302 28 5000.0000 5000.0000 0.00 NO°19'08"E 14.00 270°00'00" 30 5014.0781 4986.0081 S89'40'52"E 13.97 270°00'00" 31 5014.0004 4999.9749 SO°06'00"E 14.00 26934'52" 32 5000.0004 4999.9994 [[ Closure View - 14.00' PRIVATE WASTEWATER EASEMENT 1 OF 2 ]] (OVER PARCELS 1 & 2 TO THE BENEFIT OF PARCEL 3) [ Traverse Summary ] Closed Loop 5 Points From 28 To 32 Horizontal Distance: 56.04 Feet Slope Distance: 56.04 Feet Area: 196.25 SgFt 0.005 Acres [ Error Summary ] Relative: 1 : 74972 (Closed Loop) Linear: 0.00 Feet Direction: S59°38'34"E Northing: 0.00 Feet Easting: -0.00 Feet Elevation: 0.00 Feet Angular: None [ Closing Points ] Point Northing Easting Elevation From 28 5000.0000 5000.0000 0.00 To 32 5000.0004 4999.9994 0.00 Correct 28 5000.0000 5000.0000 0.00 [[ Traverse View - 14.00' PRIVATE WASTEWATER EASEMENT 2 OF 2 ]] (OVER PARCELS 1, 2 & 3 TO THE BENEFIT OF TAX LOT 4702) 200.12 SgFt 0.005 Acres Point Type Northing Fasting Bearing Horiz Dist Horiz Angle Radius Arc Length Delta [ Closing Points ] Point Northing 33 5000.0000 5000.0000 5000.0000 To 39 4999.9994 5000.0013 0.00 Correct 33 5000.0000 5000.0000 0.00 S89°50'44"W 17.43 34 4999.9530 4982.5701 N45°00'00"W 12.18 225°09'16" 35 5008.5656 4973.9575 S89°40'52"E 11.96 315°19'08" 36 5008.4990 4985.9173 NO"19'08"E 7.86 90°00'00" 37 5016.3589 4985.9611 S45°00'00"E 23.13 314°40'52" 38 5000.0056 5002.3143 S89°50'44"W 2.31 314°50'44" 39 4999.9994 5000.0013 [[ Closure View - 14.00' PRIVATE WASTEWATER EASEMENT 2 OF 2 ]] (OVER PARCELS 1, 2 & 3 TO THE BENEFIT OF TAX LOT 4702) [ Traverse Summary ] Closed Loop 7 Points From 33 To 39 Horizontal Distance74.87 Feet Slope Distance: 74.87 Feet Area: 200.12 SgFt 0.005 Acres [ Error Summary ] Relative: 1 : 51259 (Closed Loop) Linear: 0.00 Feet Direction: N65°36'46"W Northing: -0.00 Feet Easting: 0.00 Feet Elevation: 0.00 Feet Angular: None [ Closing Points ] Point Northing Easting Elevation From 33 5000.0000 5000.0000 0.00 To 39 4999.9994 5000.0013 0.00 Correct 33 5000.0000 5000.0000 0.00 O b� V ,U m o JONo aiKm� F yO�m N2U2 �_ SWOO8 am m0 C LLQ 22 p-w6i_ S f zzOOcoi w D p o Z' " T •• j N °J ori .� v+ L v+ � C a O O C7 O m c ' ,W " � F ^ � O « WI p U •O N � Z° /!J'� O V G 3 V '.T J v N y 0 0 O O O �'O O� w KO_ _ N � 0➢ _ N y� c c°'pm W�nrF� wdy iv.-"� Q 7- [ail o v a � w v m p � � O � . � J ro O x Ti ➢ b� V ,U m o JONo aiKm� F yO�m N2U2 �_ SWOO8 am m0 C LLQ 22 p-w6i_ S f zzOOcoi w S Ll W- W o ' N y O U= O^ 0 m J 0 O•�N �° � Y oa a.0 � O Zo¢ ^;n W�� O$O� w W WrQo FW - O O 0., Q MEZ C W O �N b9 (37 V a ° 6 z W o m c •bp H .c M In 7D Y W d W W O O W 3o ° ow 0 03 �k.G Ao o °- c co mg, U r 0, G CO 17=3Uwvwmo ¢ a z C m J 0 W mora Zo¢ ^;n W�� O$O� w W WrQo FW - O O 0., Q MEZ 6 L a k a m q m Z 0 Q O WI N Z O W M wm� er RUM, W m uo0 ¢ It Z � iz la Sb -49909 a �9Z'44 '3 „£1+,90.0 S Z£'ZB ,991r01 'M „£4,90.0 N 009Z iM XVl Z£ -9£ -£0 -LL dVW £ 130Wd �I 3 CO N - =w W W d OJW Q M Q x O N O 3 N Z w N C ¢O ,00'££ —� a 5A _ F w0� U_ F CC T Z a� w � I I a M I 0 5 5ry ' M w U O a M M a I Z z I d ,� w 4i 0 K O z m . 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O co Li tt O a 0 00 11 M I M O I I m I p � i QMH I oM r 0 1 3 3 N 1 S H 1 9 L\ �y1I \ Q \ I � O O .00 -OL '3 „00,90.0 S \\ O N \ ,00'OZL '3 „00,90.0 S \ o T------------ I `\ z c� z w z z N N w J W o LuZ '= m o o w O o 0 M ��¢ p.ry¢N N w O \yy r m Ld W� W�2o w 3 Nco a U O O? W o :r o U tO 3 m Q ¢¢Z 2 a o `° � "i J `v C of \ m w w z w o C) Q o ¢ z m n N z o m'm Oo \ u1 N m co z N pO d Mr O ,8Z'S '3 „LL,bS.I£ S p N rJ ,00'OZL 'M „00,90.0 I NJlal LLJ ///;9� a ql!.c Q� UN o After Recording Return To: Jean Tate 2975 Oak Street Eugene, OR 97405 RECITALS: �Op'IV DECLARATION OF EASEMENTS & MAINTENANCE AGREEMENT 1. JEAN TATE, Declarant, is the owner of that certain real property hereinafter referred to as "Parcel N, and being more particularly described as follows: Parcel 1 of LAND PARTITION PLAT NO. , as platted and recorded 120 , Reception No. , Lane County Deeds and Records, in Lane County, Oregon. 2. JEAN TATE, Declarant, is also the owner of that certain real property hereinafter referred to as "Parcel 2", and being more particularly described as follows: Parcel 2 of LAND PARTITION PLAT NO. , as platted and recorded , 20_� Reception No. Lane County Deeds and Records, in Lane County, Oregon, 3. Declarant desires to create easements to accommodate a shared driveway for access to and from Parcels I and 2, private stormwater management facilities serving Parcels 1 and 2, and a parking space serving Parcel 2, and to establish an agreement regarding the maintenance of improvements associated with the easement areas. NOW THEREFORE: 1. Declarant hereby establishes a 20.00 foot wide Joint Use Access Easement over, upon, and across portions of Parcels I and 2 to the mutual benefit of Parcels 1 and 2. 1.1 The purpose of the easement is to provide shared access, including ingress and egress, to and from Parcels I and 2, and for underground utilities which may be needed to provide service to Parcels I and 2. 1.2 The legal description of the casement area is more particularly described on Exhibit "A", attached hereto and by reference incorporated herein. The easement area is shown graphically on the land partition plat referenced in the Recitals above. 1.3 With the exception of paving and underground utilities, the owner(s) of Parcels 1 and 2 shall not construct any improvements of a permanent nature, including but not limited to buildings, over, upon, and across the easement area. Declaration of Easements & Maintenance Agreement Page I of 7 1.4 The easement includes the right to remove any improvements or other obstructions which may hereafter be placed in the easement area that would adversely affect access to and from Parcels 1 and 2 or the construction, installation, inspection, maintenance, repair and replacement of underground utilities which may be needed to provide service to Parcels 1 and 2. 1.5 Costs for routine maintenance, repair and replacement of the shared driveway and associated paving improvements located within the easement area shall be home equally by the owner(s) of Parcels 1 and 2. 1.6 Costs for repair of damage to improvements within the easement area caused by the owner(s) or occupants of Parcel I and/or their guests, contractors, invitees, etc., shall be the responsibility of the owner(s) of Parcel 1, and costs for repair of damage to improvements within the easement area caused by the owner(s) or occupants of Parcel 2 and/or their guests, contractors, invitees, etc., shall be the responsibility of the owner(s) of Parcel 2. 1.7 Maintenance costs for underground utilities which may hereafter be constructed within the easement area to provide service to Parcel 1, including any costs associated with restoration in replacement of any driveway, paving or utility improvements which may need to be temporarily removed or altered for purposes of, m damaged in the process of constructing, installing, inspecting, maintaining, repairing or replacing said underground utilities providing service to Parcel 1, shall be borne solely by the owner(s) of Parcel 1. 1.8 Maintenance costs for underground utilities which may hereafter be constructed within the easement area to provide service to Parcel 2, including any costs associated with restoration or replacement of any driveway, paving or utility improvements which may need to be temporarily removed or altered for purposes of, or damaged in the process of constructing, installing, inspecting, maintaining, repairing or replacing said underground utilities providing service to Parcel 2, shall be borne solely by the owner(s) of Parcel 2. 1.9 Property taxes for the portion of the easement area lying within the boundaries of Parcel I shall be paid by the owner(s) of Parcel 1. and property taxes for the portion of the easement area lying within the boundaries of Parcel 2 shall be paid by the owner(s) of Parcel 2. 2. Declarant hereby establishes a variable width Private Storm Drainage Easement over, upon, and across portions of Parcels 1 and 2 to the mutual benefit of Parcels 1 and 2. 2.1 The purpose of the easement is for the construction, installation, operation, inspection, maintenance, repair and replacement of private stormwater management facilities to accommodate stormwater run-off from development within Parcels I and 2. 2.2 The legal desciiption of the easement area is more particularly described on Exhibit "13", attached hereto and by reference incorporated herein. The easement area is shown graphically on the land partition plat referenced in the Recitals above. 2.3 With the exception of paving, stormwater management facilities, underground utilities, and landscaping improvements, the owners of Parcel 1 shall not construct any improvements of a permanent nature, including but not limited to buildings, over, upon, and across the portion of the easement area lying within the boundaries of said Parcel 1. Declaration of Easements & Maintenance Agreement Page 2 of 7 2.4 With the exception of paving and stonnwater management facilities, the owners of Parcel 2 shall not construct any improvements of a permanent nature, including but not limited to buildings, over, upon, and across the portion of the easement area lying within the boundaries of said Parcel 2. 2.5 The easement includes the rights of ingress and egress to the easement area by the route which is least damaging to the improvements on Parcels 1 and 2, and the right to remove any vegetation or improvements which may hereafter be placed in the easement area that would adversely affect the construction, installation, operation, inspection, maintenance, repair and replacement of private stormwater management facilities serving Parcels 1 and 2. 2.6 Costs for the routine operation, inspection, maintenance, repair and replacement of the shared stormwater management facilities which may hereafter be constructed within the easement area to provide service to Parcels 1 and 2, including any costs associated with restoration or replacement of any driveway, paving, utility, landscaping or other improvements which may need to be temporarily removed or altered for purposes of, or damaged in the process of operating, inspecting, maintaining, repairing m replacing said shared stonnwater management facilities serving Parcels 1 and 2, shall be borne equally by the owner(s) of Parcels I and 2. 2.7 Costs for repair of damage to improvements within the easement area caused by the owner(s) or occupants of Parcel 1 and/atheir guests, contractors, invitees, etc, shall be the responsibility of the owner(s) of Parcel 1, and costs for repair of damage to improvements within the easement area caused by the owner(s) or occupants of Parcel 2 and/or their guests, contractors, invitees, etc., shall be the responsibility of the owner(s) of Parcel 2. 2.8 Property taxes for the portion of the easement area lying within the boundaries of Parcel 1 shall be paid by the owner(s) of Parcel 1, and property taxes for the portion of the casement area lying within the boundaries of Parcel 2 shall be paid by the owner(s) of Parcel 2. Declarant hereby establishes a 5.00 Foot x 25.33 Foot Parking Easement over, upon, and across a portion of Parcel 1 to the benefit of Parcel 2. 3.1 The purpose of the casement is for an off-street parking space for the exclusive use and benefit of the owner(s) or occupants of Parcel 2. 3.2 The legal description of the easement area is more partiCtim ly described on Exhibit "C", attached hereto and by reference incorporated herein. The easement area is shown graphically on the land partition plat referenced in the Recitals above. 3.3 With the exception of underground utilities, the ownet(s) of Parcel I shall not const net any improvements of a permanent nature, including but not limited to buildings, over, upon, and across the easement area. 3.4 The easement includes the right to remove any improvements or other obstructions which may hereafter be placed in the easement area that would adversely affect the use by the occupant(s) of Parcel 2 of the parking space partially located within the easement area. Declaration of Easements & Maintenance Agreement Page 3 of 7 3.5 Costs for the maintenance, repair and replacement of the parking space and associated paving improvements located within the easement area shall be borne solely by the owner(s) of Parcel 2. 3.6 Property taxes for the easement area lying within the boundaries of Parcel I shall be paid by the owner(s) of Parcel 1. 4. Should any party be required to bring an arbitration, action, suit or other proceeding to enforce or interpret the terms of this agreement, the prevailing party in any such proceeding shall be entitled not only to recovery of its cost and expenses incurred therein, but also reasonable attorneys' fees incurred in enforcing or interpreting this agreement. 5. This agreement shall run with the land and shall bind and inure to the benefit of the successors and assigns of Parcels 1 and 2. 6. The easements expressly declared herein are not intended to merge or be extinguished by common ownership of Parcels 1 and 2. IN WITNESS WHEREOF, the undersigned has caused this Declaration of Easements & Maintenance Agreement to be executed on this �f Q qday of ✓I , 2021. JEAN TATE 0071 ACKNOWLEDGEMENT: STATE OF OREGON) ) SS. COUNTY OF LANE ) On this day of Y I L , 2021, there personally appeared before me the above named JEATE, and she acknowledged the foregoing instrument to be her voluntary act and deed. OFFICIAL STAMP JENNIFER JEAN SHEFFLER NOTARY PUBLIC -OREGON COMMISSION NO. 975555 W COMMISSION EXPIRES JUNE 07, 2022 o y Puhl c for Ore qq y Commission Expires: LO 7 L2 Declaration of Easements & Maintenance Agreement Paged of 7 Exhibit "A" LEGAL DESCRIPTION 20.00 Foot Wide Joint Use Access Easement Over Parcels 1 & 2 to the Benefit of Parcels 1 & 2 Beginning at the Not comer of Parcel 1 of LAND PARTITION PLAT NO. - P , as platted and recorded 120, Reception No. . Lane County Deeds and Records, in Lane County, Oregon; thence along the West line of Parcel 2 of said Land Partition Plat North 0006'43" West, 10.00 feet; thence leaving said West line and running North 89°50'44" East, 17.26 feet; thence South 44050'47" East, 58.41 feet; thence South 45°09'13" West, 10.00 feet to a point on the Northeasterly line of said Parcel 1; thence leaving said Northeasterly line and continuing South 45"09'13" West, 10.00 feet; thence North 44050'47" West, 50.06 feet; thence South 89"50'44" West, 8.93 feet to a point on the West line of said Parcel 1; thence along said West line North 0006143" West, 10.00 feet to the Point of Beginning, in Springfield, Lane County, Oregon. REGISTERED PP,OR'aSSIOMAL U%ND SUI's.` EYOR O^c'taC'EJ JULY t;, 2000 MICHAELR, DAHRENS 60052 Declaration of Easements & Maintenance Agreement Page 5 of 7 Exhibit "B" LEGAL DESCRIPTION Variable Width Private Storm Drainage Easement Over Parcels I & 2 to the Benefit of Parcels I & 2 Beginning at a point on the West line of Parcel 1 of LAND PARTITION PLAT NO. P as platted and recorded , 20 , Reception No. , Lane County Deeds and Records, in Lane County, Oregon, said point bearing South 006'43" East, 30.02 feet from the Northwest comer of said Parcel 1; thence along said West line North 0°0643" West, 2536 feet; tbence leaving said West line and rumting North 89050'44" East, 40.35 feet; thence South 0°09'16" East, 22.50 feet; thence North 89"50'44" East, 8.00 feet; thence South 0°09'16" East, 8.48 feet to a point on the Northeasterly line of said Parcel 1; thence leaving said Northeasterly line and timing South 89°50144" West, 29.80 feet; thence North 45°09'16" West, 7.95 feet; thence South 89°50'44" West, 12.95 feet to the Point of Beginning, in Springfield, Lane County, Oregon. REGISTERED PROFESSIONAL LAND SURVEYOR 50062 RENEWAL DHTE: (2.3/•2023 Declaration of Easements & Maintenance Agreement Page 6 of 7 Exhibit "C" LEGAL DESCRIPTION 5.00 Foot x 25.33 Foot Parking Easement Over Parcel 1 to the Benefit of Parcel 2 Commencing at the Northwest corner of Parcel 1 of LAND PARTITION PLAT NO. P , as platted and recorded , 20, Reception No. , Lane County Deeds and Records, in Lane County, Oregon; thence along the Northerly and Northeasterly boundaries of said Parcel 1 the following two (2) courses: 1) North 89°50'44" East, 13.09 feet; thence 2) South 44°50'47" East, 54.24 feet to the Point of Beginning; thence continue along said boundaries of Pat eel 1 South 44°50'47" East, 2533 feet; thence leaving said boundaries of Parcel I and running South 45°09'13" West, 5.00 feet; thence North 44°50'47" West, 25.33 feet; thence North 45°09'13" East, 5.00 feet to the Point of Beginning, in Springfield, Lane County, Oregon. we-z� OREGON jiut 1e .2000 MICHAEL R. DAHRENS &0052 RENEWAL DATE: 12.31.2x23 Declaration of Easements & Maintenance Agreement Page 7 of 7 3 2 m ear y F o� o m mU - �CE ON oa Y m o� cs ro t4 07 a'3 s ' U __ m c 0- E uu� 8-2 o .a0. = o a c Cr'm m'o m y o.5 ym v'`"w m oQ d °i o o G m o O m o 9 v v Q y a y= Ni v •- m� � y _ _ NJ�3 tA N Q_ 3 O Y > v •- d O [L •m V� •- - N L = 09 c�S r� _ '�' a U 0 M O a J Z y N�� CJ n N O� a• C -J 00 Y�� C W� - N Q .� U N F - °y w O O 3 o m v o �m- _o .? ° w o! K O F N" O 'O Y W U r CO C E O' , O aai 3. 3 m h 2 ^� m Q y= _m y o o= Q °��' F. tt w Q F °y S y s p v ti rp a x u. o m .. ° z = zLEI OwOLLZ 9 v O ^`[ i aci G y C O W O'> T� O W a D� WIZ N T c _ 1" ._ Q C m 'y 'B 0 a w F w d ^ 'U m w After recording return to: Finance of America Mortgage LLC 9726 Old Bailes Rd Suite 200 Fort Mill, South Carolina 29707 cap'l AFFIDAVIT OF CONSENT BE IT KNOWN BY THESE PRESENT, that FINANCE OF AMERICA MORTGAGE LLC, a limited liability company organized and existing under the laws of Delaware, is the Beneficiary of that Deed of Trust recorded January 5, 2022, Instrument No. 2022-000538, Lane County Deeds and Records, in Lane County, Oregon. BE IT FURTHER KNOWN that the property described in said Deed of Trust is being included in a land partition plat known as the PARTITION PLAT FOR JEAN TATE, HANNAH WILKERSON & JOHN ENGLAND. NOW BE IT FURTHER KNOWN that FINANCE OF AMERICA MORTGAGE LLC, Beneficiary, does hereby agree and consent to the platting of the above referenced land partition plat. Dated this lz� day of J14* 12022. FINANCE OFAMERICA MORTGAGE, LLC, by ServiceMac, LLC, its appointed Attorney in Fact % n By Tifle c3y-P., BrJC�-r STATE OF SOUTH CAROLINA) ) ss County of Lancaster ) This instrument was acknowledged before me this 21D day of 2022, by Liz Striylige.Y ,as `iljPj t70CY Qti OteS of FINANCE OF AMERICA MORTGAGE LLC, by ServiceMac, LLC, its appointed Attorney in Fact Taylor Medlin p NOTARY PUBLIC rq IA.r.1 ry-t' PAI�AA/L State of South Carolina Notfy 120blic for South Carolina My Commission Expires 5/21/2031 My Commission Expires: 5 2 1 1 26 S I LIMITED POWER OF ATTORNEY RECORDING REQUESTED BY AND WHEN RECORDED MAIL TO: ServiceMac, LLC 9726 Old Bailes Road, Suite 200 Fort Mill, SC 29707 Attn: Eric Sadow, General Counsel LIMITED POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, that Finance of America Mortgage LLC, a limited liability company, organized and existing under the laws of Delaware and having its principal place of business at 909 Lake Carolyn Parkway, Suite 1550, Irving, Texas 75039 (the "Owner/Servicer") pursuant to that Subservicing Agreement, between ServiceMac, LLC (the "Subservicer") and Owner/Servicer, dated as of August 27, 2020 (the "Agreement'), hereby constitutes and appoints Subservicer, by and through Subservicer's officers, Owner/Servicer's true and lawful Attorney -in -Fact, in Owner/Servicer's name, place and stead and for Owner/Servicer's benefit, in connection with all mortgage loans and REO properties (collectively, the "Mortgage Loans") subject to the terns of the Agreement, regardless of whether such Mortgage Loans were acquired by merger, acquisition, or succession, or whether such Mortgage Loans have been formally assigned into the name of the Owner/Servicer or remain in the name of the prior entity, for the purpose of performing all acts and executing all documents in the name of Owner/Servicer as may be customarily and reasonably necessary and appropriate to effectuate the following enumerated transactions in respect of any of the mortgages or deeds of trust (the "Mortgages" and the "Deeds of Trust" respectively) and promissory notes secured thereby (the "Mortgage Notes") for which the undersigned is Owner/Servicer (whether the undersigned is named therein as mortgagee or beneficiary or has become mortgagee by virtue of endorsement of the Mortgage Note secured by any such Mortgage or Deed of Trust) and for which Subservicer is performing sub - servicing activities all subject to the terms of the Agreement. This appointment shall apply to the following enumerated transactions only: To indorse or cause to be indorsed the name of Owner/Servicer, without recourse, upon any and all notes, checks, drafts, or other instruments and vehicles of the payment of money received or to be received by or on behalf of Subservicer in payment of or on any of the Mortgage Loans subserviced by Subservicer or insurance proceeds paid in connection with any real property that secures any of the Mortgage Loans; 2. To prepare, execute, deliver, file, or record any assignments, full or partial releases, security instruments, or similar documents that me necessary or appropriate: (a) to establish and protect all right, title, and interest of Owner/Servicer in and to any of the Mortgage Loans or any of the Mortgages, (b) to effectuate the repurchase, refinance, or satisfaction of any of the Mortgage Loans; or (c) to market, sell, or transfer title of any real property acquired by means of any judicial or non judicial foreclosure sale or deed -in -lieu of foreclosure agreement; 3. With respect to a Mortgage or deed of trust, the foreclosure, the taking of a deed in lieu of foreclosure, or the completion of judicial or non judicial foreclosure or termination, cancellation or rescission of any such foreclosure, including, without limitation, any and all of the following acts: (a) the substitution of trustee(s) serving under a deed of trust, in accordance with state law and the deed of trust; (b) the preparation and issuance of statements of breach or non-performance; (c) the preparation and filing of notices of default and/or notices of sale; (d) the cancellation/rescission of notices of default and/or notices of sale; (e) the taking of a deed in lieu of foreclosure; and (f) the preparation and execution of such other documents and performance such other actions as may be necessary under the terms of the Mortgage, deed of trust or state law to expeditiously complete said transactions in paragraphs 3(a) through 3(e), above; and 4. To correct or otherwise remedy any errors or deficiencies contained in any documents or instruments that are provided or prepared by Owner/Servicer or a prior transferor. The undersigned gives said Attorney -in -Fact fall power and authority to execute such instruments and to do and perform all and every act and thing necessary and proper to carry into effect the power or powers granted by or under this Limited Power of Attorney, each subject to the terms and conditions set forth in the Agreement and in accordance with the standard of care set forth in the Agreement as fully as the undersigned might or could do, and hereby does ratify and confirm to all that said Attorney -in -Fact shall lawfully do or cause to be done by authority hereof. This Limited Power of Attorney shall be effective as of October 30, 2020. This appointment is to be construed and interpreted as a limited power of attorney. The enumeration of specific items, rights, acts or powers herein is not intended to, not does it give rise to, and it is not to be construed as a general power of attorney. This Limited Power of Attorney is not intended to extend the powers granted to Subservicer under the Agreement or to allow Subservicer to take any action with respect to any Mortgage Loan documents not authorized by the Agreement. This Limited Power of Attorney is entered into and shall be governed by the laws of the State of Delaware, without regard to conflicts of law principles of such state. This Limited Power of Attorney shall continue in full force and effect unless terminated in writing by an officer of Owner/Servicer so authorized to do so. Third parties without actual notice may rely upon the exercise of the power granted under this Limited Power of Attorney; and may be satisfied that this Limited Power of Attorney shall continue in full force and effect and has not been revoked unless an instrument of revocation has been made in writing in accordance with this paragraph. IN WITNESS WHEREOF, the Owner/Servicer has signed and acknowledged in its name and behalf by a duly elected and authorized signatory this 3rd day of December, 2020. FINANCE OF AMERICA MORTGAGE LLC Ey: ZIL 4L Name: Maryi6lanerancis Title: Senior Vice President STATE OF PENNSYLVANIA COUNTY OF MONTGOMERY On December 3rd, 2020, before me, the undersigned, a Notary Public in and for said state, personally appeared MaryJean Francis, SVP of Finance of America Mortgage LLC, personally known to me to be, the person whose name is subscribed to the within instrument and acknowledged to me that she executed that same in her authorized capacity, and that by her signature on the instrument the entity upon behalf of which the person acted and executed the instrument. WITNESS my hand and official seal. (SEAL) Q& otary Public Commonwealth of Pennsylv"o - Nuiury Seol rOEoA A, PHI41P5, Nulary public Mamgamery County My [ommisslw, [zplres June Yg 3@2 Canmfsslon Nnmber nt5648 m n zoo. F Z W��S� NE r �¢Z 'Lz linea Xz� WisSo 0. .0 y,G vi.:��„ p y og pF €=aw sa$=x L3"e 6 BB o a T P nn E � sx mP>�� ywl yal�§p§ �e_�aE of=B OUw � e�va va ec a"sx 6kw�6 ^a„ow yiny= 1 .d4 O _ I Z z w R Z 1 3 3 H 1 S 'g H 1 9 l - - ®maoM [OM.Poeon .l -% O� p T /i gIL00 JSH tl3tl SOHM3B JO SISbB Y m ©� ®® 12 Qo�Z o ©si • �i�w c5 z a w - dg Ozao& E94 _ � I\ .�4 zoo ,\ 5 O `s [OO . �� oz 3riNoao.a s] o o a me [ eQ oal--1®,vin 3 o7n' E- L Z < a. 0 gi L rX Ell p 09 1 3 3 � I s H 1 9 L .WCZ� -3 z T-- o D2 .WCZ� -3 z o D2 C"O) Pit 1z � , I ) \ \ \; / / %§. MI5!{I :l, , r �w pi ,�,< a „ CO') §`!! \ \}/ } § E\z _ §\ / ) Q )� / / MI5!{I :l, , r �w pi ,�,< a „ CO') §`!! i _ / Q )� / / �w a i _ / Q )� �w a i _ / \ j Operations and Maintenance Agreement Private Stormwiner Management and Tj eatment System Load Development Application Number 81 1-19-000034-TYP2 Owners Name Jean Tate PhoneNo.: 541-687-1457 Mailin.-Address- 1375 Olive Street Ci Eugene State OR Zip 97401 SiteAddress: Notyetassigned (Par�lsl&2�f—pen—dingLancf—Partitiow—, See 811-19-000034-TYP2) City Springfield State OR Zip 97477 Site Mal) and Tax lot No.: Map 17-03-36-31, Twx —Lot4700 — (Op allach doc�iniew,,,fth I,t,�f ... ictc�, ij th,ftnhN e,,, fh�,, ., 1,I) type of Facility(tes) Vegetated infiltration planter & underground Stormi-fech Chamber System _ Requirements I Stot nrivatei Managiement Site Plan. (min. 8 L/2" x I I " attached to this form) showing the location of the facifity(ies) in relation to building structures or other permanent monuments on the site, sources of runoff entering the facility(ics), and where slormwater will be discharged to after leaving the fincilitytics). Landscape arid w&etation should be clear on the Plan submitted or submit a separate Landscape Plot) document showing vegetation type, location, and quantity (landscape plan), These can be the same Plans submitted for development review. The stormwater management facility(ies) shown on the Site Plan at c a required condition of development approval for the identified property. I he owner of the identified property is required to operate and maintain the facility(ies) in accordance with the Facility Specific Operation and Maintenance Plan(s) (O&M Plants)) attached to this form and on file with the City, The O&M Plan for the faciliLy(ies) will be available at the Development and Public Works Department. 225 5"' Street, Springfield, Oregon between the hours of 8 aru, and 5 p.m., Monday through H iday. 2) Financially responsible party (circle one): (2E�� flomeowner Association Other (describe) 3) Pat ty(ics) i esponsible for maintenance (only if other than owner). Daytime phone no. ( Emergency/after-hours contact phone no. Maintenance Contact Party(ies) Name & Business Address: 4) Maintenance practices and schedule for the stormwater Jaciloy(ies) are included in the Facility Specific O&M Ptards) attached to this form arid filed with rho Development and Public Work� Department, City of Springfield, The operation and maintenance practices are based on the version of the City of Eugene's Storrawater Management Manual in effect at the date of development application, as modified by any plans attached to this document at the time of signing. Apptication Date February 7, 2019 By signing below, Filer accepts and agnues to the ter ins and conditions contained in the Operations and Maintenance Phou(s) and in any document executed by Filer and recorded with it. Filer Signature: Print Name Appendix 3A-2 lo,,01126/16 Page I of 1 EDSP Adopted December 03, 2012 OPERATION AND MAINTENANCE PLAN FOR: PARCELS 1 & 2 OF 3 -PARCEL PARTITION FOR: BOB TATE 17016 TH STREET TAX LOT 4700 OF ASSESSOR'S MAP 17-03-36-31 Springfield, OR 97477 Permit # Prepared by SSWENNNEERSR CIVIL STRUCTURAL BUILDING DESIGN SURVEYING LAND USE PLANNING 2350 Oakmont Way, Suite 105 Eugene OR 97401 (541) 485-8383 Contact: Scott D Robinson-Tscheu, PE Job #17-7493 Based on the City of Eugene Stormwater Management Manual 2014 Note This plan identifies the specific operation and maintenance activities required for the shared stormwater management facilities serving and located on Parcels 1 and 2 of the Land Partition Plat for Bob Tate at 170 16 1h St, Springfield, OR 97477. Modifications to this document may be made at any time after permit issuance. Modifying the operations and maintenance activities is optional, and is intended to give the owner the opportunity to adjust maintenance needs according to site-specific history and conditions. Proposed modifications to the Operations and Maintenance Plan must be submitted to the City of Springfield for review and approval. Modifying and submitting this document is the sole responsibility of the owner. City Code requires an Inspection and Maintenance Log be kept by the facility owners. In general, the log should note all inspection dates, the facility components that were inspected, and any maintenance or repairs made. This Operation and Maintenance Plan can serve as a checklist for what should be included in the log (e.g. the facility elements that need to be inspected, frequency of inspection, conditions that indicate maintenance is needed, etc.) This plan includes information for the following facilities Infiltration Vegetated Planter StormTech Chamber Isolator Row Vegetated Planter Operation and Maintenance Plan Vegetated Planters are vegetated surface reservoirs used to collect and treat stormwater runoff from impervious surfaces by allowing the pollutants to settle and filter out as the water percolates through vegetation and soil mediums before infiltrating into the ground below or being piped to its downstream destination. Vegetated Planters can be used to help fulfill a site's required landscaping area requirement and should be integrated into the overall site design. Numerous design variations of shape and planting scheme can be used to fit the character of a site. The reservoir basin shall infiltrate stormwater within 24 hours. All facility components and vegetation shall be inspected for proper operations and structural stability, at a minimum, quarterly for the first 2 years from the date of installation, 2 times per year thereafter, and within 48 hours after each major storm event. Training and/or Written Guidance information for operating and maintaining vegetated infiltration basins shall be provided to all property owners and tenants. A copy of the 0 & M Plan shall be provided to all property owners and tenants. Inspection Logs shall be kept by the facility owner demonstrating the following items have been inspected and are being maintained properly: • Access to Rain Gardens shall be safe and efficient. Obstacles preventing maintenance personnel and/or equipment access to the components of the facility shall be removed. • Debris and Litter shall be removed to prevent channelization, clogging, and interference with plant growth. Fallen leaves and debris from deciduous plant foliage shall be raked and removed. • Erosion Damage shall be identified and controlled when native soil is exposed or erosion channels are forming. • Grassed Vegetated Planters shall be mowed to C-9" high and grass clippings shall be removed no less than 2 times per year. • Infiltrating Vegetated Planters shall be excavated and cleaned, and gravel or soil shall be replaced to correct low infiltration rates. • Inlets shall be cleared when conveyance capacity is plugged to ensure unrestricted stormwater flow to the Vegetated Planter. Mulch shall be replenished as needed to ensure healthy plant growth. Nuisance and Prohibited Vegetation from the Springfield Plant List (such as blackberries and English Ivy) shall be removed when discovered. Invasive vegetation contributing up to 25% of vegetation of all species shall be removed and replaced. Outlets shall be cleared when 50% of the conveyance capacity is plugged. Overflows shall be cleared when 25% of the conveyance capacity is plugged. Rocks or Other Armoring shall be replaced when only one layer of rock exists above native soil. Sedimentation build-up near or exceeding 2" in depth shall be hand - removed with minimum damage to vegetation using proper erosion control measures. Sediment shall be removed if it is more than 4 inches thick or so thick as to damage or kill vegetation. • Slopes shall be stabilized using appropriate measures when native soil is exposed. • Vegetation shall be healthy and dense enough to provide filtering while protecting underlying soils from erosion. Dead vegetation shall be removed to maintain less than 10% of area coverage or when vegetative filter function is impaired. Vegetation shall be replaced immediately to control erosion where soils are exposed and within 3 months to maintain cover density. Spill Prevention Measures shall be exercised on site when handling substances that contaminate stormwater. Releases of pollutants shall be corrected as soon as identified. Non -Chemical Pest Control measures shall be taken to prevent development of insects, mosquitoes, and rodents STORMWATER MANAGEMENT FACILITY INSPECTION & MAINTENANCE LOG Parcels 1 & 2 of 3 -Parcel Partition 170 16" Street Springfield, OR 97477 Inspection Date Inspection Time: Inspected By: Approximate Date/Time of Last Rainfall: Type of Stormwater Management Facility: Infiltration Vegetated Planter Location of Facility on Site (In relation to building or other permanent structures): Water levels and observations (ponded water, oils sheen, smell, turbidity, etc.): Sediment accumulation and areas of erosion. Record sediment removal/erosion repair: Condition of vegetation (Height, survival rates, invasive species present, etc.). Record any replacement plants and type of vegetation management (mowing weeding, etc.): Condition of physical properties such as inlets, outlets, piping, fences, irrigation facilities, and sidestopes. Record damaged items and replacement activities: Presence of insects, vectors, or damage from animals: Identify safety hazards present. Record resolution activities: StormTech- Save V& uable Land and D&�Ww - - Protect ',',,later Resources A division of L _'V 7 Isolator" Row O&M Manual StormTecho Chamber System for Stormwater Management 1.0 The Isolator" Row 1.1 INTRODUCTION The Isolator Row is typically designed to capture the An important component of any Stormw&ter Prollufan first flush and offers the Versatility to be sized on a vol - Prevention Plan is inspection and maintenance. The ume basis or flow rate basis. An upstream manhole not Storm tech Isolator How is a patented technique to only provides access to the Isolator Row but typically inexpensively enhance Total Suspended Solids JSS) includes a high flow weir such that storm water flowrates removal and provide easy access for inspection and or volumes that exceed the capacity of the Isolator Row maintenance, overtop the over flow weir and discharge through a manifold to the other chambers. Looking down the Isolator Row from the manhole opening, it gootextile is shown between the chamber and stone base. 1.2 THE ISOLATOR ROW The Isolator Row is a row of StemnTach chambers, either SC -310 SC -310-3, SC -740, DC -780, MC -3500 or Mi 4500 models, that is surrounded with filter fabric and Con- nected to a closely located manhole for easy access. The fabric -wrapped chambers provide for settling and filtra- tion of sediment as storm water rises In the Isolator Row and ultimately passes through the filter fabric. The open bottom chambers and perforated sidevalls (SC -310, S(',- 310 3 and SC -740 models) allow storm water to flow both vertically and horizontally out of the chambers Sediments are captured in the Isolator Row protecting the storage areas of the adjacent store and chambers from sediment accumulation. Two different fabrics are used for the Isolator How. A woven geotextile fabric is placed between the stone and the Isolator Be. Chambers. The tough geotextile provides a media for storm water filtration and provides a durable surface for maintenance operations. 11 is also designed to prevent scour of the underlying stone and remain Intact during high pressure jotting. A non -woven fabric is placed over the chambers to provide a filter media for flows passing through the perforations in the sidewall of the chamber. The non -woven fabric is not required over the DC -780, MC -3500 or MC -4500 models as these chambers do not have perforated side walls. The Isolator Row may also be part of a treatment train. By treating storm water prior to entry Into the chamber system, the service life can be extended and pollutants such as hydrocarbons can be captured. Pro -treatment best management practices can be as simple as deep sump catch basins, pill separators or can be inno- Vative storm water treatment devices. The design of the treatment train and selection of pretreatment devices by the design engineer is often driven by regulatory requirements. Whether pretreatment Is used or not, the Isolator Row is recommended by StormTech as an effective means to minimize maintenance requirements and maintenance costs. Note: See the Storm7ech Design Manual for detailed information on designing rivers for a StormTeph system, including the Isolator Row StormTech Isolator Row with Overflow Spillway (not to scale) MANHOLE W' NH OVERFLOW WEIR ECCENTRIC HEADER OPTIONAL ACCESS OPTIONAL 'RE TREATMENT STORMTECH ROI A, OR ROW mom. was MORMEM _OMM MMEMEM MERMEM MIMMEM 0 5 MEM MNEME= MERMEM MEREMM �� ST09N LECH CHAMBERS 2 Call Stormi at 888.892.2694 or visit our waboto at ww�.at.Rnt..h...m for toomoal and product information 2.0 Isolator Row Inspection/Maintenancc StorrnTech- 2.1 INSPECTION The frequency of Inspection and Maintenance van I as by location, A routine inspection schedule needs to be established for each individual location based upon site specific variables, The type of land use (i.e. industrial, commercial, residential), anticipated pollutant load, per - A cho t R cent imperviousness, climate, etc. all play IS in determining the actual frequency of Inspection and maintenance practices. At a minimum, Stornfloch recommends annual inspec- tions. Initially, the Isolator Row should be inspected every 6 months for the first year of operation. For subsequent years, the inspection should be adjusted based upon previous observation of sediment deposition. The Isolator Row Incorporates a combination of standard nuari and strategically located inspection ports (as needed). The inspection ports allow for easy access to the system from the surface eliminating the need to perform a confined space entry for inspection purposes. If upon visual Inspection it Is here that sediment has accumulated, a stadia rod should be inserted to deter- mine the depth of sediment. When the average depth of sediment exceeds 3 inches throughout the length of the Isolator Row, clean-out should be performed, 2.2 MAINTENANCE The Isolator Row was designed to reduce the cost of periodic maintenance. By 'Isolating" sediments to just one row, costs are dramatically reduced by eliminating the need to clean out each row of the entire storage bed. If inspection indicates the potential need for main- tenance access Is provided via a manhole(s) located on the ond(s) of the row for cleanout. It entry into the manhole is required, please follow local and OSHA rules for a confined space entries. StormTech Isolator Row �not to scale) Examples of hoped cleaning noi appropriate for Isolator Row maintenance. (These are not Slorm7ech products.) Maintenance IS accomplished with the Jealac process. The JetVac process utilizes a high pressure water noz- zle to propel itself down the Isolator Row while scouring and suspending sediments. As the nozzle is retrieved, the captured pollutants are flushed back into the man- hole for vacuuming. Most sewer and pipe maintenance companies have vacuum/Jei combination vehicles Selection of an appropriate JdVad nozzle will improve maintenance efficiency. Fixed nozzles designed for but- verts or large diameter pipe cleaning are preferable. Rear facing jets with an effective spread of at least 46' are best. Most JetWc; reels have 400 feet of hose site. - Ing maintenance of an Isolator Row up to 50 chambers long. The JetVac process shall only be performed on StormTech Isolator Rows that have AASHTO class 1 woven geortextile (as specified by StormTech) over their angular base stone. NOTE: NON WOVEN FABRIC IS ONLY REQUIRED OVER THE INLET PIPE CONNECTION INTO THE END CAP FOR DO 780 MC -3500 AND MC -4500 CHAMBER MODELS AND IS NOT REQUIRED OVER THE ENTIRE ISOLATOR ROW. Call StormTech at 888.892.2694 or visit our welasne, at wwwuitoraftech.corn for technical and mCdoct information. 3 3.0 Isolator Row Step By Step Maintenance Procedures Stop 1) Inspect Isolator Row for sediment Stornallsech Isolator Row (not to scale) A I t t if t j hence ion per a � presen I I. Remove lid from floor be. from. ii. Remove cap from inspection riser iii Using a flashlight and steel rod, measure depth of sediment and record results on maintenance log. ry If sediment is at, or above, 3 Inch depth proceed to Step 2. If not proceed to stop 3 3) All Isolator Rows I. Remove cover from manhole at t of f I I for Row UPS ream So 0 so a ii. Using a flashlight. Inspect down Isolator Row through outlet pipe 1. Mirrors on poles or cameras may be used to avoid a confined space entry 2. Follow OSHA regulations for confined space entry if entering manhole ig. If sediment is at or above the lower row of sidewall holes (approximately 3 Inches) proceed to Step 2. If not proceed to Stop 3. Stop 2) Clean out Isolator Row using the JdaVad process A) A fixed culvert cleaning nozzle with rear facing nozzle spread of 45 Inches or more is preferable B) Apply multiple passes of detVad until backflush water is clean C) Vacuum manhole sump as required Step 3) Replace all caps, lids and covers, record observations and actions Step 4) Inspect & clean catch basins and manholes upstream of the StormTech system Sample Maintenance Log 5/15/Cl C.t5 ft, con, Now remfiratom. Fil point to Cl firome at qxne tdin -6.2 0.1 ft. 5.nn, rm flue vion pi� 0.5 ft. ducy, feel, Utter to Vientiane I, nuenhol, and In I laolierner, now. naimmanne, a', 0 5',merruni and va','nod op StormTech- Detention - Retention - Water inastv A division of NW4rVZ tuttidur�j.^j 70 Inwood Road, Suite 3 RockyHill Connecticut 06067 8al 888.892.2694 hx866.328.8401 awastiournbcdcom ADS Terms and Conditions of Sale" are available on the ADS wobsite, wanvads-setoorn Advanced Drainage Systems the ADS logo and the green stripe are registered trademarks of Advanced Drainage Systems. Stounduch- and the i Row are registered trademarks of Stanchest, Inc. Green Building Council Member logo is a registered trademark of the U.S. Greart Building Council. As 2013 Advanced model Switches. Inc. S090809 P/13 ELEVATION NOTE: �f F -- ELEVATIONS SHOWN HEREON ARE BASED ON CITY OF SPRINGFIELD BENCHMARK NO. 220, A SQUARE CHISELED IN THE TOP BACK OF CURB AT ONE-HALF WAY POINT IN CURB RETURN AT NW CORNER OF INTERSECTION OF 16TH STREET AND B STREET. G ELEVATION = 466.01 (NAVD '88) UTILITY NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE BASED ON A COMBINATION OF k'I'SITE FIELD SURVEY OF OBSERVABLE EVIDENCE, UTILITY LOCATION PAINT MARKINGS, UTILITY COMPANY MAPS AND CITY OF SPRINGFIELD INFORMATION, AND ARE SUBJECT TO FIELD VERIFICATION. 7 "1/' VICINITY MAP NOT TO SCALE RTH "�w Lm �w �s MAP 17-03-36-31 MAP 17-03-36-31 TAX LOT 4603 TAX LOT 4602 11 w w 0 (c) �'x ROPOSED 20' FIRE ACCESS EASEMENT z 0 5; S 89'50'4,C W 80.001 S BW50'44" W 108.39, _x x gma\ AmIv. N -W-a-R T H Xp 'A' S T R E E T 9 PROPOSED 26' 672' TO MAP 117-�03-.364 4i H EXISTING HYDRANT DRIVEWAY TAX UDT -4700. v ........ [—WMUI� z: PARCEL 3 TOTALS: IN 8WW44" E X"' L2 x 31*54'17" 22=' HOUSE 2 20.00' 20,00' 6 p 1395 SO Fr ADU IMPERVIOUS AREA 1015 SQUARE \ IMPERVIOUS AREA ROOF AREA 3 BED rm\ FEET 26% ,--ED a 2.5 BATH FEET 70% C? GARAGE 2512 -TA13LE OF ARM FEET 26% TRAVEL ZONE "TIME OF CONCENTRATION (99 -YR TOT)" FOR THE "I 6TH & Q" WELL SITE PER THE CITY OF SPRINGFIELD CNI 4545 SQUARE FEET PARCEL 1: 0 BERK TO HIGH WATER TABLE OF GREATER THAN 6.0 FEET. TOTAL AREA Lj SQUARE FEU 20po I— W I N MOW E 108.36' AbU PARCEL I & 2 PLANTER = MIN. 115 SF 400 so Fr IMPERVIOUS AREA 1461 SQUARE FEET 22% 10 00 REPORT FOR PVNTING PLANS/SPECIFICATIONS) ROOF AREA 1777 SQUARE FEET 27% SC-16OLP UNDERGROUND CHAMBERS PERVIOUS AREA 3461 SQUARE FEET 52% Ld nf- 0 MAKI,= I TOTAL AREA 6699 SQUARE FEET 100% 6699 SIF io im 1 PARCEL 2: 116.83, 12 00' IMPERVIOUS AREA 1299 SQUARE FEET 21% HOUSIt I ROOF AREA 1537 SQUARE FEET 24% 1395 So Fr GA��E PERVIOUS AREA 3471 SQUARE FEET 55% 3 BED 2.5 BATH TOTAL AREA 6306 SQUARE FEET 100% ------- OSI I 286' 1 PARCEL 3 TOTALS: IN 8WW44" E X"' L2 x 31*54'17" 22=' HOUSE 2 20.00' 20,00' 6 p 1395 SO Fr ADU IMPERVIOUS AREA 1015 SQUARE \ IMPERVIOUS AREA ROOF AREA 3 BED rm\ FEET 26% ,--ED a 2.5 BATH FEET 70% C? GARAGE 2512 SQUARE FEET 26% TRAVEL ZONE "TIME OF CONCENTRATION (99 -YR TOT)" FOR THE "I 6TH & Q" WELL SITE PER THE CITY OF SPRINGFIELD CNI 4545 SQUARE FEET 47% 0 BERK TO HIGH WATER TABLE OF GREATER THAN 6.0 FEET. TOTAL AREA Lj SQUARE FEU 20po I— W I N MOW E 108.36' AbU PARCEL I & 2 PLANTER = MIN. 115 SF 400 so Fr PARCEL 3 TOTALS: IN 8WW44" E X"' L2 08 31*54'17" PARCEL 3 EXISTING: \'S 2 20.00' W06'43* 6 p SF ADU IMPERVIOUS AREA 1015 SQUARE \ IMPERVIOUS AREA ROOF AREA ) 10 § 0 So - __E_ rm\ FEET 26% ,--ED a PERVIOUS AREA 6714 SQUARE FEET 70% om I BATH 2512 SQUARE FEET 26% TRAVEL ZONE "TIME OF CONCENTRATION (99 -YR TOT)" FOR THE "I 6TH & Q" WELL SITE PER THE CITY OF SPRINGFIELD PERVIOUS AREA 4545 SQUARE PARCEL 3 TOTALS: IN 8WW44" E 13.09' L2 08 31*54'17" PARCEL 3 EXISTING: 26.50' x S W06'43* E 15.34' L IMPERVIOUS AREA 1015 SQUARE FEET 11% IMPERVIOUS AREA ROOF AREA 2544 SQUARE FEET 26% PROPOSED WASTEWATER PIPE PERVIOUS AREA 6714 SQUARE FEET 70% om PROPOSED GUTTER DOWNSPOUT 2512 SQUARE FEET 26% TRAVEL ZONE "TIME OF CONCENTRATION (99 -YR TOT)" FOR THE "I 6TH & Q" WELL SITE PER THE CITY OF SPRINGFIELD PERVIOUS AREA 4545 SQUARE FEET 47% 0 COMPLEX WITH A DEPTH TO HIGH WATER TABLE OF GREATER THAN 6.0 FEET. TOTAL AREA 9600 SQUARE FEU IDENTIFICATION OF PROPOSED PRIVATE W I N MOW E 108.36' P, MAP 117�0%36-311 TAX OT 701 EXISTING HOUSE x T REMAIN 1 72 So FT 170 16TH MEET HEAT[]I 24.0' PUMP ------------ -1 1 - MAP 17-03-36-31 TAX LOT 4702 LINE DATA TABLE Ll IN 8WW44" E 13.09' L2 08 31*54'17" PARCEL 3 EXISTING: 26.50' x S W06'43* E 15.34' L IMPERVIOUS AREA 1015 SQUARE FEET 11% < 15.34' ROOF AREA 1872 SQUARE FEET 19% -w—w- PROPOSED WASTEWATER PIPE PERVIOUS AREA 6714 SQUARE FEET 70% om PROPOSED GUTTER DOWNSPOUT TOTAL AREA 9600 SQUARE FEET 100% NOTES: 1. ENTIRE SITE FALLS WITHIN TIME OF TRAVEL ZONE "TIME OF CONCENTRATION (99 -YR TOT)" FOR THE "I 6TH & Q" WELL SITE PER THE CITY OF SPRINGFIELD WELLHEAD PROTECTION AREAS MAP DATED JANUARY 2013. MATCH EXISTING GRADE 2. PER THE USDA SOIL SURVEY OF LANE COUNTY, OREGON, THE ENTIRE SITE IS COMPRISED OF SOIL TYPE 76 - MALABON-URBAN LAND COMPLEX WITH A DEPTH TO HIGH WATER TABLE OF GREATER THAN 6.0 FEET. PROPOSED CONCRETE SURFACE 3, SEE ACCOMPANYING LAND DIVISION TENTATIVE PLAN FOR IDENTIFICATION OF PROPOSED PRIVATE STORMINATER EASEMENT TO CONTAIN THE SHARED STORMWATER MANAGEMENT FACILITIES FOR PARCELS 1 & 2 AS SHOWN HEREON. P, MAP 117�0%36-311 TAX OT 701 EXISTING HOUSE x T REMAIN 1 72 So FT 170 16TH MEET HEAT[]I 24.0' PUMP ------------ -1 1 - MAP 17-03-36-31 TAX LOT 4702 LINE DATA TABLE Ll IN 8WW44" E 13.09' L2 S 31*54'17" E 26.50' L3 S W06'43* E 15.34' L S.W06'43" EXISTING TOP OF CURB ELEVATION E 15.34' _8 i o C, u 0 cq In ' FIRE RAN FIRE EXISTING FENCE LINE -w—w- DUSTING WASTEWATER PIPE ow EXISTING WATER METER EXISTING WATER LINE (SIZE AS NOTED) EXISTING NATURAL GAS UNE EXISTING CONCRETE SURFACE X�� EXISTING TOP OF CURB ELEVATION X4M73 z J�r .3 :%4POO Ve. inr� IN 8750'44' E 80.00' Ili 1�' W7 25' RO CIVIL ENGINEER: SSW ENGINEERS INC. SCOTT D. ROBINSON-TSCHEU, PE 2350 OAKMONT WAY, SUITE 105 EUGENE, OR 97401 n4i-485-8383 scottrtOsswengineers.com �A RENEWS: STORMINATER MANAGEMENT PLAN FOR: BOB TATE SITE ADDRESS: 170 16TH STREET IN THE SIN 1/4 OF SECTION 36, T17S, R3W, W.M. SPRINGFIELD, LANE COUNTY, OREGON JOB NO. 17-7493 LEGEN EXISTING WASTEWATER MANHOLE —X— EXISTING FENCE LINE -w—w- DUSTING WASTEWATER PIPE ow EXISTING WATER METER EXISTING WATER LINE (SIZE AS NOTED) EXISTING NATURAL GAS UNE EXISTING CONCRETE SURFACE X�� EXISTING TOP OF CURB ELEVATION X4M73 EXISTING SPOT ELEVATION -w—w- PROPOSED WASTEWATER PIPE -w—w- PROPOSED STORMWATER WATER PIPE om PROPOSED GUTTER DOWNSPOUT PROPOSED STORMWATER FLOW DIRECTION DENOTES LOCATION & DIRECTION OF FLOW OF PROPOSED OVERFLOW FROM STORMINATER INFILTRATION VEGETATED PLANTER(S) PROPOSED GRADE MATCH EXISTING GRADE PROPOSED GRAVEL -SURFACE PROPOSED CONCRETE SURFACE DENOTES PROPOSED STORMWATER INFILTRATION VEGETATED PLANTER PARCEL I & 2 PLANTER = MIN. 115 SF PARCEL 3 PLANTER = MIN. 68 SF (REFER TO SEPARATE STORMWATER ANALYSIS REPORT FOR PVNTING PLANS/SPECIFICATIONS) DENOTES PROPOSED LOCATION OF STORMINATER TREATMENT USING STORMTECH SC-16OLP UNDERGROUND CHAMBERS RENEWS: STORMINATER MANAGEMENT PLAN FOR: BOB TATE SITE ADDRESS: 170 16TH STREET IN THE SIN 1/4 OF SECTION 36, T17S, R3W, W.M. SPRINGFIELD, LANE COUNTY, OREGON JOB NO. 17-7493 LEGEND + + JUNCUS EFFUSUS (COMMON RUSH) 4- POTS - 12" O�C. 318" TO 314" ROUND ROCK NON-FLOATABLE MULCH + 4" TO 8" COBBLES AT INLET LOCATIONS STORMWATER PLANTER PARCELS 1 & 2 (TAX LOT 4700) NOTES PLANTINGS PER CITY OF SPRINGFIELD, OREGON: ENGINEERING DESIGN STANDARDS AND PROCEDURES MANUAL (2012) APPENDIX 6B, ZONE A; MOIST TO WET CONDITIONS & CITY OF EUGENE STORMWATER MANAGEMENT MANUAL (2014); APPENDIX D, ZONE A STORMWATER PLANTING SCHEDULE SCALE: I"= 5'-0" SMOKERS. INLET 111491 IIT L�STRUCT 61-Ni-dEil-ii SURVEYING, LAND USE PLANNING -0 105 E.9- �gll 974� I P41' 4. .�. 1-'I� 3 -PARCEL PARTITION FOR: BOB TATE SITE ADDRES57 170 16TH STREET IN THE SW 114 OF SECTION 36, T17S, R3W, W.M. SPRINGFIELD, LANE COUNTY, OREGON + + + \11 0 + \l/ + ot + + LU > + + 0 + + + + + + + + W -A16" NOTES PLANTINGS PER CITY OF SPRINGFIELD, OREGON: ENGINEERING DESIGN STANDARDS AND PROCEDURES MANUAL (2012) APPENDIX 6B, ZONE A; MOIST TO WET CONDITIONS & CITY OF EUGENE STORMWATER MANAGEMENT MANUAL (2014); APPENDIX D, ZONE A STORMWATER PLANTING SCHEDULE SCALE: I"= 5'-0" SMOKERS. STORMAIATER MANAGEMENT PLAN 111491 IIT L�STRUCT 61-Ni-dEil-ii SURVEYING, LAND USE PLANNING -0 105 E.9- �gll 974� I P41' 4. .�. 1-'I� 3 -PARCEL PARTITION FOR: BOB TATE SITE ADDRES57 170 16TH STREET IN THE SW 114 OF SECTION 36, T17S, R3W, W.M. SPRINGFIELD, LANE COUNTY, OREGON -w -w ` N 0 R T H A' S T R E E T PENDING 7.00' P.I.I.E. T - (SEE NOTE 1) -------- --� 17-03-36-31 TAX LOT 4603 17-03-36-31 TAX LOT 4602 EXISTING 7.00' PUBLIC UTILITY EASEMENT EXISTING 7.00' PUBUC UTILITY EASEMENT w PENDING 20' PRIVATE PENDING 5.00' SUB PENDING 20' FIRE & EMERGENCY JOINT USE ACCESS ELECTRIC EASEMENT VEHICLE ACCESS EASEMENT EASEMENT TO THE (SEE NOTE 1) (SEE NOTE 1) BENEFIT OF PARCELS 1 & 2 (SEE NOTE 09*50'44" W. 108.39' S 89'50'44" W, BO.00' ORK am X, am, X.�� 'Rp 7 5 20' CONCRETE DRIVEWAY ExisnNG 20' GATE 77 MTH WPFKhED TRUCTI .,(UNDER CONS ON) KNOX PAD =K , _ ' I A � � g 6�. �. � �: - , -UZ- E I " 6'� . z ADO FUTURE UNDER I+ HOUSE it . s - ' -1 6 NSTRUCTION A DO + It "i PENDING PRIVATE STORM DRAINAGE Ir � �. "i , — .1 ',1 � FUTURE + PARCEL 2 EASEMENT TO THE BENEFIT OF GARAGE 6,307 SF PARCELS 1 & 2 (SEE NOTE 1) 77�7 0 PARCEL 3 FUTURE 9,600 SF FUTURE y —03-36-32 GARAGE 4 ADU b 17 It Ly L, TAX LOT 2500 z b PARCEL I b EXISTING 61698 SF L HOUSE 5,00 1 TO REMAIN 11 wM It PENDING 5' X 25.,33' PRIVATE PARKING EASEMENT OVER PARCEL I TO THE FUTURE FUTURE FUTURE CR 5.00, BENEFIT OF PARCEL 2 (SEE NOTE 1) HOUSE GARAGE ADO 11 170 16TH STREET 4 - GARAGE DRIVEWAY otI L PENDING 5.00' SUB ELECTRIC w EASEMENT (SEE NOTE 1) PENDING I wo!67 ZU13 n 0.90" EASEMENT (SEE 5.00' oit" T E E —E —2 I L — — — — — — — — — — — — — — — E EXISTING pp 17-03-36-32 14.00' PUBLIC SANITARY S J it N 89-5C441 E, 8OU:10' TAX LOT 2601 N 89*5��44��10836' PENDING 5.00' SUB ELECTRIC EASEM-11 � -.1 " PENDING SUB ELECTRIC PENDING 14' WASTEWATER EASEMENTS (SEE NOTE 1) EASEMENT (SEE NOTE 1) TAX LOT 4702 NOTES: 1 . EASEMENTS SHOWN AS PENDING HEREON ARE PER APPROVED TENTATIVE PARTITION FOR BOB TATE (CITY CASE NO. 811-19-000034—TYP2), APPROVAL AND RECORDING OF THE FINAL PLAT FOR WHICH IS PENDING. 2. EXISTING UTILITIES SHOWN HEREON ARE BASED ON A COMBINATION OF FIELD LOCATION OF OBSERVABLE EVIDENCE, UTILITY LOCATION PAINT MARKINGS, UTILITY COMPANY MAPS, SPRINGFIELD UTILITY BOARD WATER AND ELECTRIC PLANS AND CITY OF SPRINGFIELD INFORMATION, AND ARE SUBJECT TO FIELD VERIFICATION. THE LOCATIONS OF UTILITIES SHOWN HEREON AS UNDER CONSTRUCTION ARE APPROXIMATE. THE LOCATIONS OF FUTURE UTILITIES AS SHOWN HEREON ARE PRELIMINARY. 3, FUTURE BUILDINGS/DWELLINGS, SITE IMPROVEMENTS AND UTILITIES ON PARCELS 1 & 2 AS DEPICTED HEREON ARE PRELIMINARY IN NATURE, AND ARE SUBJECT TO BUILDING PERMIT APPROVAL. 7-' z Z 0, z 20' 20 00 30 PAVING REGISTERED PROFESSIONAL LAND SURVEYOR OREGON JULY 11, 2000 MICHAEL R. DAHRENS 1 60052 1 RENEWS: 12-31-2021 LINE DATA TABLE Ll N 89*50'44" E 13.09' L2 S 31*54*17" E 26.50' L3 S 00'06'43" E 15.34' L4 S 00'06'43" E 15.34' Q-1) NORTH SCALE I " = 20 FT 0 10 20 40 FINAL ACCESS & UTILITY PLAN FOR: BOB TATE MAP 17-03-36-31, TAX LOTS 4700 & 4701 SITE ADDRESS: 170 16TH STREET SPRINGFIELD, LANE COUNTY, OREGON SSWEN61NEERS,11c CIVIL - STRUCTURAL- BUILDING DESIGN SURVEYING � LAND USE PLANNING 2350 Oakmont VVay, Suite 106 Eugene, Oregon 97401 (541)485-8383 JOB NO. 17-7493 LEGEN EXISTING WASTEWATER MANHOLE El EXISTING ELECTRIC METER -6- � EXISTING FIRE HYDRANT OWN EXISTING WATER METER OCR EXISTING COMMUNICATIONS RISER [] is EXISTING ELECTRIC SECONDARY / JUNCTION BOX KI EXISTING ELECTRIC TRA14SFORMER Ed EXISTING HEAT PUMP OPP EXISTING POWER POLE 9�rp EXISTING POWER POLE W/STREET LIGHT EXISTING WASTEWATER LINE (SIZE AS NOTED) EXISTING WATER LINE (SIZE AS NOTED) EXISTING OVERHEAD WRE(S) EXISTING NATURAL GAS UNE (SIZE AS NOTED) —X— EXISTING FENCE UNE F -------- 7 EXISTING CONCRETE SURFACE EXISTING GRAVEL SURFACE In ELECTRIC METER UNDER CONSTRUCTION Ow WASTEWATER CLEANOUT UNDER CONSTRUCTION .M GUTTER DOWNSPOUT FUTURE OR UNDER CONSTRUCTION E —E — UNDERGROUND ELECTRIC LINE UNDER CONSTRUCTION —w —w — WATER SERVICE LINE UNDER CONSTRUCTION — - — - — WASTEWATER SERVICE LINE UNDER CONSTRUCTION —WT—w— PRIVATE STORM DRAIN LINE UNDER CONSTRUCTION CONCRETE SURFACE UNDER CONSTRUCTION VEGETATED STORMWATER TREATMENT PLANTER UNDER CONSTRUCTION UNDERGROUND STORMWATER DETENTION/ INFILTRATION FACILITY UNDER CONSTRUCTION E ---- FUTURE UNDERGROUND ELECTRIC SERVICE UNE W ---- FUTURE WATER SERVICE UNE ---- — ---- FUTURE WASTEWATER SERVICE UNE ---- a ---- FUTURE PRIVATE STORM DRAIN UNE F -------- I 'I I.- '� t'. FUTURE CONCRETE SURFACE L---------- j FUTURE VEGETATED STORMWATER TREATMENT PLANTER FUTURE UNDERGROUND STORMWATER DETENTION/ IN tLTRATION FACILITY F FINAL ACCESS & UTILITY PLAN FOR: BOB TATE MAP 17-03-36-31, TAX LOTS 4700 & 4701 SITE ADDRESS: 170 16TH STREET SPRINGFIELD, LANE COUNTY, OREGON SSWEN61NEERS,11c CIVIL - STRUCTURAL- BUILDING DESIGN SURVEYING � LAND USE PLANNING 2350 Oakmont VVay, Suite 106 Eugene, Oregon 97401 (541)485-8383 JOB NO. 17-7493