HomeMy WebLinkAboutPacket, Pre PLANNER 9/6/2007
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PRE-SUBMITTAL
DISTRIBUTION LIST:
Date Distributed:. 1- &, -07
/ Dave Puent - Building
~ ,Gilbert GordonlMelissa Fechtel- Fire
v Gary McKenney - Traffic, .
~Matt Stouder- Pu~lic Works/E~gine~ring
. ~ Les Benoy - Publlc Works/Engmeermg
Dennis Ernst/Jon Driscoll, Surveying,
Planner, ,~~. " _
"
City (If Springfield
Development Services Department
225 Fifth Street
Springfield, OR 97477
541-725-3753 Phone
541-726-3689 Fax
SPAINGI'ISLOJ
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Pre-Submittal Meeting
Case Number Assigned: PRE2007-00061
Date Submitted:
9/5/2007
Proiect Name:
Project Description:
Pre-Submittal meeting for Site Plan Review for 21 unit apartment development
at 1980 5th Street
Application Type:
Job Address:
Site Plan Review
1980 5TH ST
Assessor's & Tax Lot #:
1703262403201
DISCLAIMER: Applications will not be exempt from Development Code or procedural amendments that may occur
between the time of the Pre-Submittal Meeting and Submittal of the Application for Development Review, Please contact our
office at 541-726-3753 with any questions or concerns,
A Planner will be assigned the following business day and will contact you to confirm the meeting date 'and time.
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9/5/2007
2:25:56PM
"Pre-Su.)mitta~ ~eeting,
Development Services Department
Room 615/616
PRE-SUBMITTAL MEETING DATE: Friday, S~ptember 14,2007,'
1. PRE-SUBMITTAL MTG #PRE2007-00061 (SITE PLAN ,TENT) SCOTT $336
Assessor's Map: 17-03-26-24 TL 3201, 3300
Existing Use: MDR & Residential
Address: 1980 & 1990 5th Street
Applicant submitted plans to construct a 21-unit MDR apartment complex~ "5th Street
Apartments"
Meeting Daterrime: Friday, September 14, 2007DSD 616 10:00 -11:00 a.m..
Planner: Steve Hopkins
2. PRE-SUBMITTAL MTG #PRE2007-00060 (PART TENT) JACKSON $336
Assessor's Map: 18-02-05-21 TL 9100
Existing Use: Residential
Address: 875 S 43rd Street
Applicant submitted plans to partition I-lot into two parceis,
Meeting Daterrime: Friday, September 14,2007 DSD 616 11:00 - noon.
Planner: Andy Limbinl/MoUy Markarian '
City of Springfield
Development Services Department
225 Fifth Street
Springfield, OR 97477
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Site Plan Application, Type II
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Site Plan Review: ~ Major Site Plan Major Modification 0
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App Icant Name: ''--'-_. <:;:... '--:'C--' I
Company: I ' Fax: I i
Address: ~ 5t::.A., 91, '?'fRJ.\UF'I'lE...L-D q74-77 "
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Applicant's Rep.: i <:::ir-e-V'IL ~..A..I1M&.' !Phone: I U Z-rY.,./ ?
Company: )( 'EA.-n.t1h_ ~ J,~ IFax: I Z4z -~ 1.4- j
Address: l?q, 'E.' l0-n!, AV/Z. 60",-.9'tZ Q7dO [
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Property Owner: I~E- cf 1<..62. L~ JPhone: I
Company: I IFax; I
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Size of Property:' I. (),~ ,Acres fj Square Feet 0 I
.Proposed Name of Project:7t;;.~ <?....~kR-n-'(:t?1::l-rS
Description of
Proposal:
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# of Lots/Parcels: Avg. Lot/Parcel Size:
New Impervious Surface Coverage: ~ sf
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sf Density:, du/acre
Bldg. Gross Floor Area: ~sf I
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Zoning:
Applicable Refinement Plan:
Location: City Limits 0
Associated
Pre~Submittal
Case No.: (\)ve 1i1"b1-0Stk, t Date:'
Case No.: , Date:
Application Fee: _$ , T""lmical Fee: $
.TOTAL FEE'S $
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, Overlay District:
Plan Designation:
Urban Growth Boundary 0
0;/0<'::/"1- Reviewed by:
,Reviewed by:
Postaqe Fee:
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Updated 12/8/2006 Brenda Jones ()
PR,-32oo1-o0D73
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I represent this appiication to be complete for submittal to the City. Consistent with the
completeness check performed on this application at the Pre-SubmittaJ'Meeting, I affirm the
information identified by the City as necessary for processing the application is provided
herein or the information will not be provided if not otherwise contained within the submittal,:
and the City may begin processing the application' with the information as submitted, This
statement serves as written notice pursuant to the requirements of ORS 227,178 pertaining
to a complete' application , ,
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Owner:
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Si~ure
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Date:
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Print
Updated 12/8/2006 Brenda Jones
l. DETAiLED WRITTEN EXl'LANATlON
Project Name,:
Fifth Street Apartments
1980/1990 Fifth Street - Springfield, OR 97477
21 living units with open space; on acres of residential land
Zoning:
'Site is zoned MDR, and is adjoined by LDR on the north, ancl MDR on the south and west.
These zones are consistent with the Metro Plan
Proposed use and scope
The scale of this development suggests that it should work to form its own sense of neighbqrhood,
while supporting the residential functions of Fifth street and participate in t he nearby commercial
llses (Fred Meyer and ,Pioneer Plaza Shopping nodes) and intermodal transit, With LTD routs
enfronting the property, It allows for both active and 'passive outdoor pursuits with open spaces
and a pedestrian scale, design variety, and a hierarchy of Qoth semi-public and private spaces. It
will also benefit from having a small street-like orientation, with a a variety of facade treatments
and building styles, and landscape features to aid in way finding, " '. "
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',The basic pattern of the developed area is constrainedby'the nanowpropertyand minimal
stormwater facilities. Entrance to the development is taken between the properties. The entry
street will have planting areas and pedestrian-level raised crosswalks to reduce the scale of the
street, and calm traffic as soon as it enters the site. It curves.to separate itself somewhat from the
busy traffic on Fifth Street. The mail steip is centralized,
'The centerpiece of the community is a park-like area with swal~s, arbo~s, and hardscapes, The
largest building on the site is to the rear.
All exterior lighting has been designed for a'minimum of I Fe of ambient lighting, for security,
Most of it is placed on the buildings, so that building walls are lit up, giving a greater sense of light
and ambience and less light intrusion'into unit windows. ' '
Pathways are adjacent to the driveways, and lead to the central open space. Opportunities for,
private, dispersed passive recreation areas are provided behind the 4-plexes and the remaining
single-family home, but active recreation areas (playground areas) are as they are difficult to
control visually, and they present security problems. Play equipment and similar amenities will
not be'provided.
Section 1 - Detailed Written Explanation
Page I-I
The'proposai shows a mixture of two and three bedroom apartments with both attached and tuck-
under covered and enclosed parking. with four units of generally mixed types in most buildings,
Rental rates are targeted to the mdeian levels of the local market, and the mix of twoand three-
bedroom units is intended to attract families with children who would likely remain in the
community for longer-than-average periods,
Building fOrnls are mo~ulated and colors will be used to avoid the usual sense of monotony
associated with apiutment communities,
The project is to be constructed in one build-out Water service utilities are to be designed by SUB
Water, with master meters for each site. Most of the landscaping will be native drought-tolerant
species to reduce water demand,
Stomlwater systems are designed to be shared by the entire site. Pipe sizes are larger than required
by the plumbing code to reduce maintenance and increase system storage capacity for the design
water quality stonn events. Easerrients are to be written to allow joint use and maintenance of
stonnwater facilities and access, and copies of these are tobe included in the final application.
Rather than execute and record the many easements necessary for this project, it would be in the,
owner's interest to allow the City stafIto comment on them; and record the easements as a
condition of approvaL Stonnwater capacity is based on the West Springfield Stonnwater Master
Plan,
..."....Landscapingis provided in quantities' to conform to th'SDC:"Th~'urbanized nature ofthe site.... "",' ,".
would suggest that wildlife habitat connectivity need not be addressed.
No,employees are anticipated, and off-site managers will be used with contracted groundskeeping
Proposed Off-site Improvements:
The apron and curb cut will be installed to meet Springfield ~tandard specifications.
Stormwater Quality Measures:
Weare proposing a combination of an infiltration basins with soaking trenches.
The city allows several methods of basin design, as outlined below in this excerpt from code. The
areas we wish to address are in boldface, to identify our focus points.
4.12 DETENTION POND DESIGN
Detention ponds and other open impoundment facilities such as landscape areas, open playing fields and parklands,
shall comply with the requirements ofORS 537, in general and more specifically.ORS 537.4 Ponds and Reservoirs.
They shall also comply with the following criteria: )
A. Facility Geometries. .
[nterior side slopes up to the maximum water surface shall be no steeper than 3H: I V. If the interior slope
Section 1 -Detailed Written Explanation
.1. '
Page [-2
E,
"
B,
1l:::ed5 to be mowed. theslopo: slw.il be 4H: I V
l. Exterior side ~Iopes shall ;lGt be steeper thi1Il 2H:1V unless analyzed for stability by a geotechnical
engineer.
2. Pond walls and/or-dikes may'be retaining walls, provided that, the design is prepared and stamped by a
registered professional engineer and that a tence is provided along the top oflhe wall and that at least 25
percent ofrhe pond perimeter will be a vegetated soil slope ofl1ot greater than 3H: I V.
3. Pond bottom_s shall be level, lind shall be located a minimum ofO.S feet below the inlet and outlet to
provide sediment storage.
Overflow - Emergency Spillway
A pond overflow system shall provide controlled discharge of the desigq storm event for developed
contributing area \vithout overtopping any part of the pon9 embankment or exceeding the capacity of the
emergency spillway. Th~de5ign shall provide controlled discharge directly into the downstream conveyance
system. An emergency overIlow spillway (secondary overflow) shall be provided to safely pass the 100~year,
24-hour design storm event over the pond embankment in the event of control structure failure and tor
stonnhunoff events exceeding design. The spillway shall be located to direct overflows safely towards the
downstream' conveyance system. The emergency spillway shall be stabilized with riprap or other approved
IT!eans and shall extend.to the toe of each face oft~e berm embankment. These are,indicated on the
drawings and detailed
. Access - Maintenance
l. 'Pond access easements and roads shall be provided when ponds do not abutpublic right-of-way. Access
roads shall provide access to the control structure and along one or both sides of the pond as necessary
for vehicular maintenance access.
Access roads ~hall meet the following criteria: ,
1. Access roads shall have a ma.ximum grade.of 15 percent; and a maximum cross slope of3 percent.
2. A 40 foot minimum outside turning radius shall be provided on the access road.
3. Access roads shall be a minimum of 15 feet wide on curved sections and J 2 feeI' on straight sections.
4. Access roads in excess of 50 feet in length shall have a'turn around unless approved by the City
Engineer.
5. Access roads shall have t.he capability of supporting a 20-ton vehicle under all weather conditions.
Berm Embankment - Slope Stabilization . ..~ l=,.' >..,. ". .
Pond berm embankments highei-':tnarCsix.;feef.'sh'a.tI'b'e"d~lsl'gn'eQlby'a'gebtechnical - civil engineer. 'nie\';~;e~::~;~':_:~;~'i':~'~:~O:~:;,\
benn embankment shaH have a minimum 15~foot top width where necessary for maintenance access:
othef\vise, top \vidth may vary as recommended by the design, engineer, but in no case shall top \vidth be
less than four feet.
2. The toe of the exterior slope of pond berm embankment shall be no closer than five feet from the tract or
easement property line.
3. The pond benn embankment shall be constructed on native consolidated soil(or adeq~ately compacted
and stable fill soils analyzed by a geotechnical-engineer) free ofloose surface soil materials, roots and
other organic debris. .
4. The pond berm embankments shall be constructed by excavating a 'key' equal to 50 percent of the berm
embankment cross-sectional height and width or as designed by a geotechnical engineer. '.
5. The berm embankment shall.be constructed on compacted soil (95 percent. minimum dry density, per'
AASHTO T99, placed in six-inch lifts, with the following:':11+- s()il characteristics: a minimum of30
percent clay, a maximUm of 60 percent sapd, a maximum of 60 percent silt, with nominal grayel contem
or as:designed by a geotechnical engineer. '
6. Anti-seepage collars shall be placed on pipes in berm embankments which impound w;ter greater than
four. feet i,n depth' at the design \vater surface.
7. Exposed earth on the pond bottom and side slopes shall be seeded with seed mixture approved by the
City Engineer. PDX mixture is specified
c.
D.
The sites are treated together for purposes of storm water e,-:aluatlon, and areto be maintained so
that each they may remain in separate ownership, Storm water easements are written where storm
flows cross site boundaries,
Section 1 - Detailed Written Explanation
Page [-3 '
The basin is designed to contain a WQ storm at a depth not exceeding 12", and provide detention
with 12" minimum freeboard for a 25 year event, and pass a 100 year event without damage, The
piping systems were analyzed for 100 year events due to the possibility of ponding over parking
area catch basins, which the design avoids. Discharges are made to the basin without forebays,
Since we are treating 100% of the pavement areas, (except for landscape sidewalks), and the
catchbasins are fitted with filtration systems, this will provide adequate pretreatment prior to
infiltration or emergency overland flows.
Current use of the Site:
The site contains two small houses,
Special site features
. Several trees are extant, but most are not good specimens, and few can be integrated into the
design, The site plan indicates the ones to be removed. Soil types are indicated in the soils
report, but generally, the site is overlain with type CL silty clay loam..
Total fill (import): CY
Total excavation (re-used on site) , CY
,", ,.."",C-:Total f;:.xc,!va!i(}n,(haul-off) "",.Cy,.>i,C'i .,,'
This infomiation developed by the expected sitework contractor (Delta) base on most recent
grading plans.
Estimated cut-fill quantities
';~'.'."-;. ,.
Number, type, and size of any trees to be removed:
'.'~~'.".. "
Except for tall shrubs, there is clump of ash trees, a 14': magnolia, and several fir trees which are to
be removed for this work. No street tress currently,exist.
Dedications:
, None are expected.
Solar Access:
The solar access issues are addressed by the wide internal circulation and the requried setback on
the north property boundary, '
Section I - Detailed Written Explanation
Page ]-4
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1980 AND 1990 FIFTH STf~EET
, SPRINGFIELD, OREGON
SITE PL.AN REVIEW APPLlCATION
TABLE OF CONTENTS
, SECTION i-DETAILED WRITTEN DESCRIPTiON
APPLICATiON AND FEES
SECTIO~I 2 - TiTLE REPORTS INDIC.ATiNG OWNERSHIP
SECTION 3 - ADDITIONAL COPY OF SITE PLAN REDUCED
SECTION 4 -NOT USED
SECTION 5 ' STORMWATER MANAGEMENTS SYSTEMS
SOilS REPORT
SECTION 6 -lOCAL LTO BUS ROUTES
fRAFFIC IMPACT'ANALYSISNOT PROVIDED
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SECTION 7 - DRI'WINGS
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