HomeMy WebLinkAboutPacket, DRC PLANNER 6/28/2011
CITY OF SPRINGFIELD - .LOPMENT REVIEW COMMITTEE
DISTRIBUTION DATE July 5, 2011
TO:
.
RECEIVED
'Current Planning Staff: G. Karp, J. Donovan, Liz Miller, M. Metzger,
L. Pauly, Tara Jones, Andy Limbird, Steve Hopkins, Molly Markarian
'Matt Stouder, Engineering - Public Works Department
Brian Barnett, Traffic EngineerlPE, Public Works Department (agenda only 2/02)
'Michael Liebler, Transportation Planning Engineer, Public Works Department
'"Gilbert Gordon, Deputy Fire Marshall, Fire & Life Safety Department
Melissa Fechtel, Fire Agenda only
'Ronni Price, Planner, Willamalane Park and Recreation District
"Sanjeev King, Springfield Utility Board (Electric)
*Y an Seiner, Springfield Utility Board (Water)
"Bart McKee, Water Engineering Supervisor - Springfield Utility Board (Water)
Jack Foster, Springfield Utility Board (Energy Conservation)
Amy Chinitz, Springfield Utility Board (Drinking Water)
'Jim Henry, Central Lane Communications 911
Leo Lambert, US Postal Service
"Bil~ Elder, Northwest Natural Gas (John Radosevich, a~emate reviewer)
'Celia Barry, Lane County Transportation (Steve Smith, Phil Fields, Shashi Bajracharya and Lydia McKinney)
Thomas Jeffreys, Emerald People's Utility District (EPUD)
George Ehlers, Lane County Sanitarian [Urban Transition Zone] (if applicable)
Jamie Porter, Rainbow Water District (Dean Hill alternate reviewer) (" only if in the North Spfld area)
Ralph Johnston, Lane Regional Air PollUtion Authority (if applicable)
Tom Henerty, Comcast Cable (if applicable)
Mark Oberle, EWEB (electric) (property)
Rod Wade, EWEB (water) ("If in Glenwood)
Jeff Towery - AIC Development Services Director (agenda)
John Tamulonis, Economic & Community Development Manager
'Jackie Murdoch, Assistant Building Official
"David Bowlsby, AIC Building Official
"Lisa Hopper, Building Services Representative
" Greg Ferschweiler, Ke~h Miyata, Brian Conlon, PW Dept.
"Craig Fitzgerald, Maintenance PW Dept
George Walker, Environmental Works Dept., (agenda only)
Deanna Buckem, Engineering Assistant, Public Works Dept.
Police Chief, Jerry Smith, Police Department (agenda)
*Will Mueller, L TO
Norm Palmer, Quest Corporation (agenda
"Scott Nelson, Planning & Development Manager, ODOT, State Highway Division
Jeff DeFranco, Springfield School District (agenda)
William Lewis III, Financial Services, Springfield School District (agenda)
Joe Leahy, City Attorney
Chris Moorhead, City Surveyor
JUN 2 8 2011
By: ])RC PruJu:f:
I of q pr
(agenda)
(agenda)
A request for land use action, as described on the attached agenda, has been received by the Development Services
Office. SpecifiC concerns of your division/department/agency should be addressed. If you have comments or
requirements of this proposal, please send them in writing to the assigned planner @
Development Services Department, 225 Fifth Street, Springfield, OR 97477. Your
.comments may also be sent via e-mail or if you are a DRe internal user attach as
document within the Accela Automation.
If your written comments are not received by Friday, July 15, 2011 specific concerns of your
division/department/agency will not be addressed unless you attend the meeting on July 19,2011. The Development
Review Committee holds staff review meetings on Tuesday@ 8:00 -10:00 a.m. You should also plan to attend the staff
meeting on Tuesday if you have specific concerns so that the Planning representative can discuss them prior to meeting
with the applicant. If the Planner feels ~ is necessary for you to participate in the public meetings he/she will let you
know on Tuesday. .
" full packet
.
.
AGENDA
DEVELOPMENT REVIEW
COMMITTEE
DEVELOPMENT SERVICES DEPARTMENT
225 FIFTH STREET
Conference Room 615
Staff Review: July 19,2011 @8:00- 9:00 a.m.
1. SUBDIVISION TENTATIVE #TYP211-00010 (PRJ11-00010) WILLIAMS 8:00 - 9:00 a.m.
Assessor's Map: 17-02-31-24 TL 11800
Address: 475 35th Street
Existing Use: Residential
Applicant submitted plans to create a 4-lot SFR subdivision from one existing lot. This site previously
had a pre-submittal submitted as the Casarez subdivision (PRE2007-00077) which expired 5-16-08.
The new subdivision name has not been chosen at this time. '
Planner: Steve Hopkins
The DRe informational packet for this meeting is available on-line for you to review or
print out @ www.sprinQfield-or.Qov/weblink7
Date Received:
JUN 2 7 2011
Original Submittal
1
!Ci1:y of Springfield
Development Services Department
225 Fifth Street
Springfield, OR 97477
.
.
Land Division Tentative Plan
Partition, Subdivision
. -.
-. . . -
. , - -
A licant Name: Scott and Bonnie Williams
Com an :
Phone: 541-521-2110
Fax:
Address:
POBox2158,J erOR97438
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A Ii ca nt's Re .: Renee C10u PE, PLS, AICP
Phone: 541-746-0637
Com an :
Address:
Branch En . eerin
Fax:
541-746-0389
310 5th St, S rin eld OR 97477
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Owner: Scott and Bonnie Williams
Phone: 541-521-21l0
Fax:
Com an
Address:
PO Box 2158, Jas er OR 97438
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ASSESSOR'S MAP NO: 17-02-31-24
Address: 475 35th St
TAX LOT NO S : 11800
20,646 s .ft. = 0.47 ac
Pro osed Name of Subdivision: none chosen et
Acres 0 S uare Feet 0
"',~I::,.;...",!,.oi;.la'~'="'l'';'<:'~''"'''''.*:''';i.''V,,~:1,>r~'~".:''''''o'!:'l'F,.-c::::;rr_~"~~:!-4":""~:'~'-"""'~""~~ID\I:':""'..;ill"~"'\i;~.O:".,;,<_;.,""~!,":,,-!"~,,,,,,,,,,",,,,,,,,,,,"
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Description of
Pro osal:
Existin Use:
If you are filling in this form by hand, please attach your proposal description to this application.
Four lot subdivision as revious1 submitted to the ci in ZON 2007-00037 and PRE2007-000n
: 8.5 du/acre
riate box on the next
, - .
Associated A lications:
Si ns:
Pre-Sub Case No.:
~I -OOOID
2..11 -'fbt,!O
Reviewed b
Case No.:
-
.
G,q ~ '1. .
TOTAL FEES:
J,~~;..-<I,~~~~=....:l ~~~~"'=-'-"'?'~~~~~
Revised 2/17/11
1 of 10
,....,.;..1"..1 S<"hmltt..l
spr-:map . . Page I of I
TYP211-00010 Sutlaivision Tentative 17-02-'-24 TL 11800 Williams
475 35th Street
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Date Received:
jUN 2 7 2011
" "'t'\inal submittal
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Branch Engineering,
Inc.
Corporate Headquarters
(541)746-0637
310.5'" Slreet
Springfield, OR 97477
Salem Englne.ring OffIce
(503) 779-2577
4310 Cherry Avenue NE
Keizer, OR 97303
Principals
M, Lane Branch, PE
Damian Gilbert, PE
Renee Clough, PE, PLS, AICP
Rene' Fabricant, PE, SE
Ronald J. Derrick, PE
WWtN.8ranchEngln..ring. corri
June 6, 2011
Steve Hopkins
City of Springfield
225 Fifth St.
Springfield OR 97477
Dear Steve,
This is a complete submittal for the Scott and Bonnie Williams subdivision at 475 35th Street. A
completeness review meeting was held at 11 :00 on Tuesday, May 24, 2011. The items deemed
incomplete at the Ipeeting have been addressed as follows:
FIRE AND LIFE SAFETY (Gilbert Gordon)
No items incomplete and no heads up items.
TRANSPORTATION (Michael Liebler)
The driveway layout needs to be revised to have only one curb cut point for all the lots. A
permit can be issued for an oversized cut if needed.
The driveway layout has been revised and dimensioned as requested.
PUBLIC WORKS ENGINEERING (Clayton McEachern)
A grassy swale is recommended as a more cost effective and easier to maintain stormwater
system.
The stormwater design and report have been revised to a grassy swale.
PLANNING (Steve Hopkins)
It is not clear from the title report and deed submitted that Scott Williams has the authority to
sign the application. '
The deeds that recorded between the title report and the current deed are included in this
submittal. I
Please feel free to contact me at 746-0637 if you or anyone else has any questions.
~
Renee Clough, PE, PLS, AICP
Principal Surveyor
Branch Engineering
r
Date Received:
JUN ~ ? 2011
Original Submittal
CIVIL
STRUCTURES
TRANSPORTATION
GEOTECHNI.CAL
SURVEYING
.
.
WRITTEN STATEMENT
FOR THE
SCOTT AND BONNIE WILLIAMS TENTATIVE SUBDIVISION APPLICATION
This application is a proposal to subdivide the property at 475 35th Street (Map 17-02-31-
24, Tax Lot 11800) into four lots. This proposal has been submitted to the city by a previous
property owner, Jerry Casarez, through a Development Issues Meeting (ZON 2007-00037) and a.
subdivision Pre-Submittal Meeting (pRE 2007-00072).
Currently, the site is developed with a single-family house on Lot 1; this residence and
attached deck are to remain. However, the driveway will be relocated directly in front of the
structure it serves, not at an angle, to allow adequate space for the proposed 20' driveway. The
fence along the existing driveway will be removed or relocated. In conformance with the Low
Density Residential classification of the site and surrounding properties, all lots will be
developed with single-family residences. It is not necessary to dedicate any land to the city.
Since 35th Street is fully improved, no off-site improvements are necessary now or in the
future. We anticipate removal of one tree will occur during building construction on Lot 2. The
Irrevocable Private Joint Use Access Easement will be 21' wide and will meet fire code. No fire
turnaround is required since proposed Lot 4 will be deed restricted so that all permanent
structures must be equipped with an internal sprinkler system as noted on the tentative
subdivision map. A Joint Utility Trench along the proposed driveway will connect sewer, storm,
water, cable, telecommunications, and power to Lots 2 through 4. The existing residential
structure will continue to receive utility service directly from 35th Street. Overhead power
located at the Northeast comer currently servicing the existing dwelling will need to be relocated
underground. The guy wire will need to be moved during construction of the driveway.
A fmal decision on the stormwater treatment method has not been made yet. This
application includes the sand filter that was designed as part of the previous subdivision pre-
submittal process as evidence that at least one treatment method is feasible. A different system,
most likely a filtration catch basin, may be installed at the time of construction. It is understood
that any change in treatment method will need to be designed in accordance with City of .
Springfield standards.
The Lane County Soil Survey shows the site as having Awbrig-Urban Land Complex (6).
Permeability of this Awbrig soil is very slow. The Soil Survey indicates that a high water table
is a depth of 0 to 12 inches from November to May. The existing houses in the neighborhood
and the house on site were not recently constructed and none of these houses show indications of
adverse impacts from the soil. For this reason, no Geotechnical Report was obtained.
This proj ect does not require any additional planning applications.
r
Date Reoeived:
JUN 2 7 2011
Original Submittal
_. ~~o3o~/2007 11: 00 FAX 541'6 1021
CITY OF SPRINGFIELD i
SPAlNGPUII.D
~002
PUBUC WORKS DEPARTMENT / Engineering Division
Fax: (541) 736-1021
STORMW ATER MANAGEMENT SYSTEM SCOPE OF WORK
_~~llf~~;~o~~atis.~~~~~~~~pt;=;:i{~r::=~t;~~i~~~i~M~~I~~;4~~Y~~;:fi~:
Project Name: ~ Subdivision Applicant: Jerrv Subdivision
Assessors Parcel II: 17-02-31-24,11800 Date: 10/29/07
Land Use(s): Low Oensity Residential Phone II: (541) 741-8721
Project S~ (Atfcs): .. 0.48 Fu#: (541\747-5401
Agr~;~~~~,~~_ 022(cxist sed) JLmt~:.... 0
='e:J.i~. ~13_! ..... -::'. ",.,*" ."~"'~!i' ,.~",.~ ~'''....I .:.,' 1:jl+;j:~::'::=:~:-~: ,;~:;~~r';~.-=~:;;:;:';::r::~~:'::;'~;:l;:r.:::: :;:l;:;:;:!~:,"J:J!~;;L:l~~U~u~:rU..:.!L:t~Wit~I'K;IJ:;~a,n
rt.:J;I:Ij;l'lnUa;~lr.nlll~1~lillll>I..,oJI~i~;II..i1II~I~,~~~,~:I~'
Project Description (Include a copy of Assessor's map): A private drive is proposed for a four lot residential
subdivision. One lot exists and three more are proposed.
Drainage Proposal (Public connectioo(s), discharge location(s), etc. Attach additional sheet(s) if'necessary:
The four lots along the proposed private drive will drain into an existing 36" storm line. The proposed BMPs to treat the
runoff from the private drive will be through a sand fiJtered storm drain.
.
Proposed Stormwater Best Management Practices: See Attached Plan
~[~~~}~~'~i!:" ",,',i., 0 . 00..:.:...:.. (ilvi biiio.. iiriifu.~i'';~;,lil~ttfiJzet;!j. dii4,Rmij;iie.iiii~;;r.;j;j;;'#lic.iiitJi=; .,~; ;;;f~!;,~i ;~!;':~~l"f;; 0
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n:tt~i~~~['9~fj:~n'fi6f.~:app!i~onto.bli ';d;;'pltklof;~i,;;'lti:i'~~h:bl~,~<Jp;ir~~:a,'b~;cit~;~f~: ~., :). ;-r: ',,~.
Drawee Study Type CED8PM Section 4.03.2): (Note. VB may be substikted fol:' RatioQal Method)
MI Small Site Study - (use Rational Melhod for calcu1iilioiJs)
0 Mid-Level Development Study - (use Unit Hydrogmph Method for calculations)
0 Full Drainage Development Study - (use Ullit Hydrognph Method for caleuIations)
Environmental Considel'ations: "v...t
~ Wellhead Zone: 5"-/0 "1f:Af... ""-~Nfl 7T~ . Hillside Development:
IIJ WetI.and/Riparian: aJ/.It 51 FloodwaylFloodp1ain: .lift..
SI Soil Type: ~~ AW~J 11(1... ^ l..ND .. Other Jurisdictions: -
~
Downstream Analvsd:
., N/A
0 Flow line for starting water sw:fact: t:lcvation:
0 Iksign HGL to Ulit: Eo)" starting water surface elevation:
0 Manhole/Junction to take analysis to:
Return to Matt Stoudel:' (Q) Citv of S eld. email: mstouderoild.s . - . Iiire 51021
eld
JUN 2 7 2011
Revised 12/412006 Brenda Jones
Original Submittal
i '_ 1~2U(2UUi 11: 0.0. FAX 541'6 10.21
'1 ' .
I
I
CITY OF SPRINGFIELD i
1410.03
COMPLETE STUDY ITEMS
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" Based upon the information pravided 0" the front of this sheet, the [oil<7Wing represents a minimum of what is needed fO>" an
opplicd:tion to be complete for submiltal with respeclto drainage; however. this list should not b. used in lieu of the Sprihgfield
Development Code (SDC) or the City', Engineering De.<lgn MarruaL Compliance with these requiremems does not constitute site
appr(JVal: Additional site ;pecific Information may be required. Nol.: Upon scaping sheel submittal. ensure compleiedform Iu:rs
boen signed in the ;pace prrTVided bel<7W:
Interim Design Sturlar<bIWatcr Quality (EDSPM Chapter 3)
~~~ .
.. 0 All non-building rooftop (NBR) impeTViollS sutfilces shall be pre-truted (e.g. mulli-chambcrcd catchbasin wlo!l
filtration media) for stormwater quality. Additionally, a m.iniml1ltJ of 50% of the NBR impervious surface slian be .
treated by vegetated methods.. .
51 0 Where required, ve~ve stormwater design shall be consistent with interim design standards (EDSPM Section 3.n2).
set furth by the Bureau of Environmental Services (BES) or Clean Water Services (CWS).
~ 0 For new NBR imperviOllS area I... than 1 S,DDD square fee~ a simplified design approach may be followed as sPe<:lfied
by the BES fur vegelxtive treatment.
o 1lJ If a stormwater treatment swah: is proposed, sohmit caJcuJationslspecificatiollS for sizing, veiocity, flow, side slopes,
bonomslope, and ,eed mDc consisteot with either BBS or CWS roquiremeots.
o ~ Water Quality calculations as required in section 3.0.3.1 of the EDSPM
o ~ All bnilding rooftop moutltod equipmen~ or omer fluid CDntaining equipment located outside of the bnilding, shall
be provided with secondary containment or weather re,istmt encloSure.
General Study Requirements (E.DSPM Seetioo 4.03)
ii. 0 Drainage smdy prepared by a Professional Civil Engineer liceosed in the state of Oregon.
o S A COmplete drainage Study, as required in EDSPM Section 4.03.1, including a bydrological silldy map.
iii 0 Calculations showing system capacity for a 2-ye.,. storm e"ent and overflow effects of Ii 2S-yoar storm event.
~ 0 The time of conceotration (Tc) shall be det=ined lLSing a 10 mlnote 6!art time for developed basins.
Review ofDoWllstream System (EDSPM Seetion 4.U3.4.C)
o ill A do"1lStream drainage analysis as descnbed in EDSPM Section 4.03.4.C. On-site drainage sball be governed by the
Oregon Plumbing Specially Code (OPSC).' .
.0 ~ Elevations of the HGL and flow lines for both city and privare systems where applicable.
Design of Storm Systems (EDSPM Section 4.04)
a 0 Flow lines, slopes, rim e'evations, pipe type and sizes clearly indicated on the plan set.
Q 5. MinimUm pipe CDver shall be 18 Inches for reinforCed pipe and 36 inches for plain concrete and plastic pipe materials,
or proper eogineering calculations shall be provided when less_The COver shall be sufficient to support an 80,000 Ib
load withon! Mare of the pipe structure.
D 1i Manning's "n" values for pipes shall be consistent with Table 4-1 of the EDSP. All storm pipes shaD be designed to
achieve a minimlDD velocity of three (3) feet per second at 05 pipe full besed on Table 4.1 as weD.
OtberlMi.c
Iil 0 Existing and proposed contours, located at one foot interval. lnclnde spot elevations and site grades 'howing how site
drains .
Ii 0 Private stormwater easements shall be clearly depicted on plans when private stormwater flows from one property to
another
o ~ Drywells shaD not receive rtIIlofffrom ""y surface WiD being treated by one or more BMPs, with th. exception. of
residential building roofs (EDSP Section 3.D3.4A). Additional provisioll3 apply to this as required by the DEQ. Refer
to the w=bsite: www.dea.state.or.ll.<ifwa/e:roundwalnichome.hcm for more information.
o If Detention ponds shall be designed to limit rtIIloff to pTe-development rates for the 2 through 25-year storm events
"This fo11lt shall be /1u:ll4tled 1/$ an =hment, inside tire front cove, of the stonrrwate study
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· .. lMPORTANT;EivimvEERPLEAsiRi:AJjjiEi.~W:~~IGNi:/ ii,,'-.'i iJ' c/'~:H: 'c.."
I bereby ce~ the above required items are Complete and incloded with the submitted stormwater
1/, Date: / /~ h - r17
Date Received:
lteviscd I
As the engineer of ree
study lllld plan set.
Signature:
JUN 2 7 2011
Original S~lbrnittal