HomeMy WebLinkAboutPacket, Pre PLANNER 11/9/2022Completeness Check
Meeting
Development and Public Works Department
Conference Room 616 & Zoom
COMPLETENESS CHECK MEETING DATE:
Tuesday, November 29, 2022
11:00 a.m. - 12:00 p.m.
DPW Conference Room 616 + Zoom
Completeness Check Mtg (Partition Plat) #811 -22 -000248 -PRE 811-18-000052-PROJ Mike
Karotko
Assessor's Map: 17-03-35-31 TL: 13500, 13600
Address: 705 S. A Street
Existing Use: vacant
Applicant has submitted plans to divide 2lots into 6
Planner: Andy Limbird (Mark Rust)
Meeting: Tuesday, November 29, 202211:00— 12:00 via Zoom and Conference Rm 616
VICINITY MAP
811 -22 -000248 -PRE Completeness Check Meeting
17-03-35-31 TL 13500 & 13600
705 S. A Street
Mike Karotko
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: Mike Karotko Phone: 541-517-2164
Company: Karotko LLC
Fax:
Address: PO Box 1277, Boise Idaho 83701
Applicant's Rep.: Richard M. Satre, AICP
Phone:541-686-4540
Company: The Satre Group
Fax:
Address: 375 West 4th Avenue Suite 201 Eugene, OR 97401
Property Owner: Karotko LLC
Phone:541-517-2164
Company: Karotko LLC
Fax:
Address: PO Box 1277, Boise Idaho 83701
ASSESSOR'S MAP NO: 17-03-35-31
TAX LOT NOS : 13500 and 13600
Property Address: 13500: NA; 13600: 705 S A St
Size of Property: 4.68 Total Acres 0 Square Feet
Proposed Name of Subdivision: South A Street Subdivision
Description of If you arefilling in this form by hand, please attach your proposal description to this application.
Proposal: Subdivide property - turn two existing tax lots into six tax lots
Existing Use: Vacant
Tentative Case #:811 -20 -000168 -TY
# of Lots Parcels:6
Av . Lot Parcel Size: 4.68 ac sf Densit : du/acre
Si natures: Please sign and print your name and date in the appropriate box on the next pace.
Required Project Information (City Intake Staff., complete this section)
Associated Applications:
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
November 3, 2022
City of Springfield
Development & Public Works Department
225 Fifth Street
Springfield, OR 97477
Attn: Andy Limbird, Senior Planner
Re: Karotko LLC Subdivision
(Now Known as the South A Street Subdivision)
Subdivision Plat Pre -Submittal
Response to Conditions of Approval regarding Tentative Subdivision (Case # 811-20-000168-
TYP2)
Dear Andy,
In response to the Tentative Subdivision (Case #811-20-000168-TYP2) Staff Report and Decision the
following responses to the Conditions of Approval are hereby submitted for your consideration and
approval. With this submittal we believe we meet all conditions of the decision.
Tentative Subdivision Conditions of Approval
There are 14 Conditions of Approval in the Tentative Subdivision decision. The Conditions are in italics.
The applicant's responses are in plain text.
Condition of Approval #1: Prior to approval of the Final Subdivision Plat, the applicant's construction
plans shall be modifred to provide for the installation of ADA ramps for pedestrian crossings of South A
Street at the Sixth, Seventh, and Eighth Street driveway locations.
Applicant Response: ADA ramps for pedestrian crossings at South A Street at Sixth, Seventh, and Eighth
Street driveway locations are shown on the Final Subdivision Plans.
Conditions of Approval #2: Prior to approval of the Final Subdivision Plat, the applicant's construction
plans shall be modifred to provide for closing the unused curb cuts and driveway entrances along the
property frontage and replacing same with vertical face curb and gutter. Any sidewalk panels that are
damaged or impacted by the closure of unused driveway approaches shall be repaired or replaced as
necessary.
Applicant Response: Unused curb cuts and driveway entrances will be replaced with vertical face curb
and gutter. See Construction Plans. Damaged or impacted sidewalks will be repaired or replaced.
Condition of Approval #3: Priw to approval of the Final Subdivision Plat, the applicant shall design and
construct the required improvements along the South A Street frontage of the site using the City of
Springfreld Public Improvement Project (PIP) process. Required improvements include but are not limited
to curb retum driveways, ADA ramps, pedestrian crossings of South A Street, new or replacement street
trees, pedestrian -scale streetlights, underground utilities, and repair or replacement of damaged sidewalk
panels.
Applicant Response: Section 5.12-145 Plat Criteria, subsection (C)(2) allows the applicant to post
a "performance bond or suitable substitute as agreed upon by the City Engineer and the applicant
has been fled with the City in an amount sufficient to assure the completion of all required public
improvements" The applicant is proposing to bond for this improvement. IN
+
PLANNERS + LANDSCAPE ARCHITECTS + ENVIRONMENTAL SPECIALISTS xoscxvunexnee +
375 West 4th, Suite 201, eene. OR 9]401
Mane
.qa-r gmLl OA5C0
wwwsa-regrouFl cpm I I I
Karotko LLC Subdivision (aka South A Street Subdivision) —Assessors Map 17-D3-35-31, Tax La. 135M & 135M Page 2 of 3
Subdivision Plat Pre -Submittal
Response to Conditions dApproval Regarding Tentative Subdivision (Case # 811-20-00016&TYP2)
Condition of Approval #4: Prior to the start of construction, the applicant shall obtain ODOT highway
approach permits as may be required for work within the South A Street right-of-way and provide
evidence th ansofto this City.
Applicant Response: Prior to start of construction the applicant will obtain the required ODOT highway
approach permits for the work in South A Street right-of-way. Evidence of the permits will be provided to
the city.
Condition of Approval #5: The applicant shall design and construct the sanitary sewer system
connections along South A Street using the City's PIP process.
Applicant Response: Acknowledged and agreed. See plans.
Condition of Approval #6: Prior to approval of the Final Subdivision Plat, the applicant shall design and
construct the stormwater line connections under South A Street using the City's PIP process.
Applicant Response: Acknowledged and agreed. See plans.
Condition of Approval #7: Prior to approval of the Final Subdivision plat, the applicant shall provide for
this remaining portion of wood stave stormwater line located under the South A Street right-of-way to be
decommissioned and filled with inert material acceptable to the City.
Applicant Response: Acknowledged and agreed. See plans.
Condition of Approval #8: Development of any lots within the subdivision area will need to meet all
requirements of the Springfield Development Code and the Engineering Design Standards and
Procedures Manual (EDSPM) for both mitigation of runoff and treatment of stormwater quality.
Applicant Response: Acknowledged and agreed. The lots in the subdivision will meet the requirements in
the Springfield Development Code and the Engineering Design Standards and Procedures Manual for
runoff and treatment of stormwater.
Condition of Approval #9: The applicant shall provide for the installation of all required utilities and
conduit in the public right-of-way or within suitable public easements and shall coordinate the placement
of utilities with the affected utility providers to prevent conflicts with existing and planned features
including but not limited to driveways, sidewalks, curb ramps, streetlights, street signs, transit facilities,
and street trees.
Applicant Response: Acknowledged and agreed.
Condition of Approval #10: The Final Subdivision Plat shall replace the parallel 7 -foot -wide Lane Transit
District and 7 -foot -wide public utility easements with a 10 -foot -wide PUE along the northern boundary of
Lots 1-6.
Applicant Response: Acknowledged and agreed. See plans.
Condition of Approval #11: To meet minimum separation requirements for installed utilities, the
applicant will be responsible for ensuring that buildings and structures are not placed within 10 feet of
vaults and junction boxes and relocating utilities that are found to be in conflict with new driveway
locations within this subdivision area, to the satisfaction of the City and the affected utility provider.
Apo licant Response: Acknowledged and agreed
The Satre Group • 375 West C Avenue, Suie MI, PBugene, OR 97401 • (541) 686-4540 • w.va.salrecroup.cc n
Karotko LLC Subdivision (aka South A Street Subdivision) —Assessors Map 17-D3-35-31, Tax La. 135)) & 13600 Page 3 of 3
Subdivision Plat Pre -Submittal
Response to Conditions dApproval Regarding Tentative Subdivision (Case # 811-20-00016&TYP2)
Condition of Approval #12: The PIP plans forthe subdivision shall provide fwthe relocation of the
existing public fire hydrant near the southeast corner of the intersection of Seventh Street and South A
Street.
Applicant Response: Acknowledged and agreed. See plans.
Condition of Approval 13: Prior to approval of the Final Subdivision Plat, the applicant shall obtain
vacation approval for the existing 14 -foot -wide public stormwater easement that runs obliquely though Lot
1 of the subdivision area.
Applicant Response: Acknowledged and agreed.
Condition of Approval 14: The construction plans for the subdivision shall include groundwater
protection construction notes as outlined in Finding 65 of the staff report and decision on the subdivision,
Case 811-20-000168-TYP2.
Applicant Response: To protect existing surface and groundwater resources, the Drinking Water
Protection construction notes outlined in Finding 65 of the staff report and decision have been added to
the plan set.
This concludes the list of conditions contained in the Tentative Subdivision decision and the applicant's
responses to each. We look forward to your review of this material. Thank you for your assistance.
Sincerely,
R, Eck, S atrel
Rick Satre, AICP, ASLA, CSI, Principal
The Satre Group
The Sal Group • 375 West 4°' Avenue, Suie 201, PBugene, OR 97401 • (541) 686-4540 • w.va.salrecroua.cc n
Name: Standard : 1
North: 107754.32
Segment #1 . Line
East: 203052.68'
Course: S00036'31"W Length: 183.69'
North: 107570.64' East: 203050.73'
Segment #2 . Line
Course: S87041'46"W Length: 200.61'
North: 107562.58' East: 202850.28'
Segment #3 . Line
Course: NO2008'56"E Length: 218.95'
North: 107781.37' East: 202858.49'
Segment #4 . Curve
Length: 41.92' Radius: 1879.86'
Delta: 001016'39.61" Tangent: 20.96'
Chord: 41.92' Course: S84011'12"E
Course In: S05010'28"W
RP North: 105909.17'
End North: 107777.13
Segment #5 . Line
Course Out: N06027'08"E
East: 202688.95'
East: 202900.19'
Course: S82012'52"E Length: 98.68'
North: 107763.76' East: 202997.96'
Segment #6 . Line
Course: S80012'52"E Length: 55.52'
North: 107754.32' East: 203052.67'
Perimeter: 799.38' Area: 40007.266 Sq. Ft.
Error Closure: 0.00 Course: N47052'21"W
Error North: 0.002 East: -0.002
Precision 1: 799370000.00
........................................................................
Name: Standard : 2
North: 107544.15' East: 203223.85'
Segment #1 . Line
Course: N79002'52"W Length: 145.76'
North: 107571.85' East: 203080.74'
Segment #2 . Line
Course: S87041'46"W Length: 30.04'
North: 107570.64' East: 203050.73'
Segment #3 . Line
Course: N00036'31"E Length: 183.69'
North: 107754.32' East: 203052.68'
Segment #4 . Line
Course: S80012'52"E Length: 43.70'
North: 107746.89' East: 203095.74'
Segment #5 . Line
Course: S79012'52"E Length: 99.74'
North: 107728.23' East: 203193.72'
Segment #6 . Line
Course: S79002'56"E Length: 64.53'
North: 107715.97' East: 203257.07'
Segment #7 . Line
Course: S10056'43"W Length: 175.00'
North: 107544.15' East: 203223.85'
Perimeter: 742.46' Area: 33695.822 Sq. Ft.
Error Closure: 0.00 Course: 500054'10"W
Error North: -0.002 East: -0.000
Precision 1: 742460000.00
########################################################################
Name: Standard : 3
North: 107682.11' East: 203432.08'
Segment #1 . Line
Course: 500023'24"W Length: 178.02'
North: 107504.09' East: 203430.87'
Segment #2 . Line
Course: N79002'52"W Length: 210.86'
North: 107544.15' East: 203223.85'
Segment #3 . Line
Course: N10056'43"E Length: 175.00'
North: 107715.97' East: 203257.08'
Segment #4 . Line
Course: S79002'56"E Length: 178.25'
North: 107682.11' East: 203432.08'
Perimeter: 742.13' Area: 34047.535 Sq. Ft.
Error Closure: 0.00 Course: S48050'42"E
Error North: -0.000 East: 0.000
Precision 1: 742130000.00
************************************************************************
Name: Standard : 4
North: 107458.30' East: 203460.56'
Segment #1 . Line
Course: N00023'14"E Length: 40.00'
North: 107498.29' East: 203460.83'
Segment #2 . Line
Course: N79002'52"W Length: 30.52'
North: 107504.09' East: 203430.86'
Segment #3 . Line
Course: N00023'24"E Length: 178.02'
North: 107682.11' East: 203432.08'
Segment #4 . Line
Course: S79002'56"E Length: 30.52'
North: 107676.31' East: 203462.04'
Segment #5 . Line
Course: S79002'52"E Length: 177.89'
North: 107642.51' East: 203636.69'
Segment #6 . Line
Course: 510054'46"W Length: 214.32'
North: 107432.07' East: 203596.12'
Segment #7 . Line
Course: N79002'52"W
North: 107458.30'
Perimeter: 809.34'
Error Closure:
Error North:
Precision 1: 80934.00
Length: 138.07'
East: 203460.56'
Area: 39199.615 Sq. Ft.
0.01 Course: N27037'48"E
uaz��x�x3
************************************************************************
Name: Standard : 5
North: 107424.45' East: 203775.37'
Segment #1 . Line
Course: S86021'08"W Length: 105.46'
North: 107417.74' East: 203670.12'
Segment #2 . Line
Course: N79002'52"W Length: 75.38'
North: 107432.06' East: 203596.11'
Segment #3 . Line
Course: N10054'46"E Length: 214.32'
North: 107642.51' East: 203636.69'
Segment #4 . Line
Course: S79002'52"E Length: 126.36'
North: 107618.50' East: 203760.74'
Segment #5 . Line
Course: S79002'52"E Length: 51.09'
North: 107608.79' East: 203810.90'
Segment #6 . Line
Course: S10054'46"W Length: 187.74'
North: 107424.45' East: 203775.36'
Perimeter: 760.36' Area: 36675.636 Sq. Ft.
Error Closure: 0.00 Course: S52051'05"W
Error North: -0.003 East: -0.003
Precision 1: 760350000.00
........................................................................
Name: Standard : 6
North: 107421.90' East: 203893.82'
Segment #1 . Line
Course: N79002'52"W Length: 40.00'
North: 107429.50' East: 203854.55'
Segment #2 . Line
Course: S86021'08"W Length: 79.34'
North: 107424.45' East: 203775.37'
Segment #3 . Line
Course: N10054'46"E Length: 187.74'
North: 107608.80' East: 203810.91'
Segment #4 . Line
Course: S80002'52"E Length: 66.93'
North: 107597.23' East: 203876.83'
Segment #5 . Curve
Length: 50.00' Radius: 5759.58'
Delta: 000029'50.63" Tangent: 25.00'
Chord: 50.00' Course: S80017'47"E
Course In: N09057'08"E Course Out: S09027'17"W
RP North: 113270.14' East: 204872.24'
End North: 107588.80' East: 203926.12'
Segment #6 . Line
Course: S10057'08"W Length: 170.00'
North: 107421.90' East: 203893.82'
Perimeter: 594.01' Area: 20491.531 Sq. Ft.
Error Closure: 0.00 Course: S10049'56"E
Error North: -0.002 East: 0.000
Precision 1: 594010000.00
........................................................................
Name: S.A.E Lot 5
North: 107558.78' East: 203801.26'
Segment #1 . Line
Course: N89045'08"W Length: 20.24'
North: 107558.87' East: 203781.03'
Segment #2 . Line
Course: N00014'52"E Length: 55.67'
North: 107614.53' East: 203781.27'
Segment #3 . Line
Course: S79002'52"E Length: 30.19'
North: 107608.79' East: 203810.91'
Segment #4 . Line
Course: S10054'46"W
North: 107558.78'
Perimeter: 157.03
Error Closure:
Error North:
Precision 1: 15703.00
Length: 50.94'
East: 203801.26'
Area: 1332.185 Sq. Ft.
0.01 Course: S19016'05"W
-0.008 East: -0.003
************************************************************************
Name: S.A.E. Lot 6
North: 107603.48' East: 203841.22'
Segment #1 . Line
Course: 500014'52"W Length: 44.88'
North: 107558.61' East: 203841.03'
Segment #2 . Line
Course: N89045'08"W Length: 39.76'
North: 107558.78' East: 203801.27'
Segment #3 . Line
Course: N10054'46"E Length: 50.94'
North: 107608.80' East: 203810.91'
Segment #4 . Line
Course: S80002'52"E Length: 30.78'
North: 107603.48' East: 203841.23'
Perimeter: 166.34
Error Closure:
Error North:
Precision 1: 16635.00
Area: 1675.743 Sq. Ft.
0.01 Course: N77000'13"E
0.002 East: 0.007