HomeMy WebLinkAboutPermit Correspondence 1996-05-30ClrY OF OREtrON
>Si,FIINGFIELO
PUBLIC WORKS DEPARTMENT
ADMINISTRATION TRANSPORTATION DIVISION
ENGINEERING MAINTENANCE DIVISION
,h,225 :iFT't1 SIBEET
SPRINGF!E-D AR 97477
May 30, 1995
Attention: Tim Woodley, Program Manager
Springfield Public School - Maintenance CenEer
1890 42nd Street
Springfield, OR 97477-5502
SUBJECT: FOLLOW UP INFORMATTON NEEDED FOR THREE NEW SCHOOL SITES
Dear Mr. Woodley,
From my request leEter daEed AprLl 22, L996, I have only received the
drainage calculat.ions for Lhe 935 FilberE Lane site. Please provide
me wiEh the following' items as soon as possible Eo conEinue Ehe review
of Lhe E,hree new school building permits:
1-) Drainage st,udies and capacity evaluat,ions for Ehe on and off
site drainage systems.
2) SaniEary sewer studies and capacity evaluaEions for Ehe on and
off site sanitary systems.
3 ) Const,ruction plans for of f siEe public inf rastrucE,ure
improvements.
4) ConsEruction schedules and timing of bouh on and off siEe
improvemenE,s.
5) Confirm that Ehe drainage plans comply with the siLe plan
approvals [,Journat #95-02-L9 (need over flow Eo public sysEem) , 96-02-
35 and 96-02-2t1. Submit. revisions as needed.
6) New and existing area of impervious surfaces for each siEe.
If you have additional
at 725-3588.
quesLions or need clarificaEion, please call me
Sincerely,
,-{.ry ffit'ru;b-
Troy McAllisEer
Cj-vi1 Engineer
ADM t N tSTRATION / ENGI N EERt NG i TRANSPORTATT ON (50s) 726-375s
FAX (50s) 726-s689
Files : Job #950509,
Job #95051-L,
320 51st, Street,,fournal #96-02-35
935 FilberE, Lane, lTournal #96-02-79
900 SouEh 32nd Street., ilournal #96-02-21,
Nt At N TE N A NC E i503) 726.3761
FAX 903) 726.s621
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A. GENERAL II{FORilATION
SIte Name:Aones school Site lD /
Street (911)
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PAGE 63
County:
Prorect Manager: Torn Riffis. SiteAE. Tel:
RF Engineer , Raymond Ongqle. -_ Oa(a of Stta Vlstt:il11fi1
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Design Rrd CL Hcight {Ft, AGL):122',
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CITY OF SPR'NGF'ELD, OREGO'V
sPRrkd;!ELo
D EVELOP M E NT S E RVICES DE PARTM E NT 225 FIFTH STREET
SPRINGFIELD, OR 97477
(541) 726-37s3
FAX (s41 ) 726-368e
where a fap primeris required for the ptumbing system drainage and an..air gap', type
trap primer is used, the tap primer piping used to feed the trap must have a mi-nimum of
Yt" per foot grade from the trap primer to the trap connection. Th. exception would be an
alternative type fulI pressure priming device thai is installed in accordance with the
Plumbing specialty code and the manufacturer's instructions.
CITY OF SPRINGFTELD DEVELOPMENT SERVICES DEPARTMENT
NOTICE OF LIMITED LAND USE DECISION. SITE PLAN REVIEW
DATE OF LETTER
May 2, 1996
JOURNAL NUMBER
96-02-21
APPLICANT
Springfield School District #19
525 Mill Street
Springfield, OR 97477
PROPERW OWNER
SAME
NATURE OF THE APPLICATION
The applicant has submitted a Type l! Site Plan Review application to construct a 93,OOO
square foot middle school and landscaping on a 31.96 acre lot. The site is located northwest
of the intersection of South 32nd Street and Jasper Road on a vacant parcel of land. The
school facility will consist of one main building an 81,OOO square foot parking area and
several play fields. None of the play fields are proposed to be lighted for night use. The
facility will be fenced with a open wire or chain link fence. The total proposed impervious
surface area will cover 19O,OO0 square feet or 44o/o of the site.
A total of 159 parking spaces will be provided on-site for employees and visitors.
Approximately 209,434 square feet of the site will be landscaped or open space (56%).
DECISION
Preliminary Site Plan Approval with conditions.
ADDITIONAL USES AUTHORIZED BY THE DECISION
None
SUBJECT PHOPERTY LOCATION AND DESCRIPTION
1
w
The property is located between South 28th and 32nd Streets, and south of Main Street
(Assessor's map number 18-02-06, Tax Lots: lOOO and 1OO1). The western portion of the
site is fairly flat. The middle of the site gently slopes to a low area that may have once
drained to the Millrace. The low area or remnant swale has been cut off from physically
draining to the millrace by deposits from prior dredging activities. The millrace was hand
dug in the late 18OO's to provide a source of water and power for early wood and f lour
mills. The property is zoned Low Density Residential (LDR),). The Metro Plan also
designates this area for Medium Density Residential (MDR), High Density Residential (HDR)
and Light Medium lndustrial (LMl) use. However, schools are a permitted use in LDR,
MDR, HDR and LMI zones.
WRITTEN COMMENTS
Limited Land Use Decisions (including Site Plan Review) require the notification of property
owners/ occupants located within 3OO feet of the proposed development, allowing for a 14
day comment period prior to issuing the staff decision. Staff received no written comments
regarding this application.
CRITERIA FOR APPROVAL AND FINDINGS OF CONSISTENCY (Ref. 31.060 of the
Springfield Development Code)
Staff finds that this criterion has been satisfied.
(1I COMPLIANCE WITH THE SUBMITTAL REOUIREMENTS OF SECTIONS 3.050 AND
31.050 0F THIS CODE.
The application was accepted by the City of Springfield on February 9, 1996 and contains all
information required for review. The decision was issued within the required 12O calendar
day review period.
Staff finds that this criterion has been satisfied because the decision was issued within the
required timeline.
(2} PROPOSED ON-SITE PUBLIC AND PRIVATE IMPROVEMENTS ARE SUFFICIENT TO
ACCOMMODATE THE PROPOSED DEVELOPMENT AS SPECIFIED IN ARTICLES 31 , 32, THE
APPROPRIATE ZONING AND/OR ZONING OVERLAY DISTRICT ARTICLES AND ANY
APPLICABLE REFINEMENT PLAN.
a. Conformance with Article 32 (Public and Private lmprovements):
Public !mprovements/ South 32nd Street.
South 32nd Street which fronts the school site is classified as a minor arterial, SDC
32.020141. Full improvement of South 32nd Street for the frontage of the site is required,
SDC 32.01O(2) and 32.O2O(10). Full improvement must include storm sewer, curb, gutter,
sidewalks, street trees and street lighting, SDC 32.O1O(2). The design of this street should
2
include a 36 foot wide surface with 1O foot travel lanes and two 8 foot parking lanes. The
required street design is necessary to safely accommodate pedestrian and vehicles safely.
The street design provides a safe physical grade separation of pedestrians and vehicular
traffic and control access points for vehicles along this street. ln addition, a properly marked
cross walk must be located from the main sidewalk serving the school.
The City of Springfield's Traffic Section has reviewed the Traffic lmpact Analysis as well
as the Metro Plan, Transplan and other appropriate studies to determine the extent of the
public improvements required to provide a safe, efficient and convenient transportation
system for the school. An analysis of the TIA and staff recommendations are provided in a
memorandum from Gary McKenney, Traffic Engineer (see Attachment A). Staff has
recommended that South 32nd Street (minor arterial) be improved to include a 48 foot
section of street which transitions to a 36 foot facility. This section of street is needed to
provide three 12toot travel lanes and two 6-foot bicycle lanes. South of the proposed
crosswalk on South 32nd Street the design should transition to a 36 foot 3-lane facility
with full improvements to the west side of the street only. Full improvement includes curb,
gutter, sidewalks, street trees, street lighting and storm/sanitary sewer, SDC 32.O1O(2).
Reconstruction of the existing pavement surface may be necessary to establish appropriate
grades with neighboring properties and the school site.
Right of Way Dedication. A total of 5 feet of right of way must be dedicated for the frontage
of South 32nd Street, SDC 32.O2Ol1OXa). ln additional 10 feet of right of way must be
dedicated for the future improvement of South 28th Street.
Sanitary Sewer. Sanitary sewer is available to serve this property from an existing pump
station and line located northeast of the site in the Hayden Gardens subdivision. An 8 inch
sanitary sewer line is proposed to be extended to serve this site.
Storm Sewer.
The proposed storm drainage concept plan for the site includes piping a portion of the parking
lot drainage to a grassy swale located in the front yard setback prior to discharge into the
millrace. Oil/water separator catch basins are required to be installed in the parking areas
which are proposed to directly piped to the millrace without pre-treatment. A portion of the
parking lot drainage is proposed to outfall directly to the millrace (see page 12, Clean-up,
Restoration). All of the roof drainage from the proposed building will outfall to a grassy swale
located east of the wetland. The swale will discharge to the regulated wetland located in the
center of the site. The applicant is required to obtain approval from the Army Corp of
Engineers and Division of State Lands for this discharge. Approval from the DSL and the
Army Corps of Engineers may include additional requirements for pre-treatment and a re-
design of storm water treatment.
Water and Electric Service. The Springfield Utility Board (SUB) will provide water and
electrical service for the proposed development. The new school will require water
development fees for new connections and metering. New water service is proposed which
will include a 4 inch domestic and B and 1O inch fire lines from an existing 'l 6 inch main to be
J
extended south in South 32nd Street. An advance funding agreement may be developed to
recover costs associated with the water main extension. Backflow prevention devices are
required for this development. Please call Ken Cerotsky at 726-2397 for specific information
on water development and connection charges.
Three phase electrical service is available along the west side of South 32nd Street. An
easement shall be required from the property line to the proposed transformer. Electrical
service must be provided underground for this development, SDC 32.120,,2). Please call Ray
Meduna for electrical information at 726-2395. All utitities must be instatled underground for
this development. An elevation of all of the proposed utitity vaults must be provided with the
Final Site Plan submittal to ensure that the vautts can be effectively conceated through
grading and installation of landscaping.
Natural Gas and Other Utilities. Gas service is available to serve this site. lf you need
additional information please call Doyle Clifton, 342-3661 at Northwest Natural Gas.
Fire and Life Safety. The three proposed hydrants are meet the standards of the Uniform Fire
Code for fire protection for this site. The 1 2 toot fire access road which provides access to
the southern portion of the building which fronts the Millrace is adequate to ensure fire and
life safety access to the site. The access road must be constructed at 20teet and shown on
the Final Site Plan. The proposed gate located adjacent to the fire access road must be
equipped with a public works lock to provide Fire and Life Safety access to the site. Please
contact Jim Henley, Fire and Life Safety at 726-2298 if you have further questions.
Easements. A7 foot public utility easement (P.U.E.) shall be dedicated atong the frontage of
South 32nd and South 28th Streets, SDC 32.12O(5). An additional easement is required for
extension of electrical service to the site. The easement shall be recorded at Lane County at
the applicant's expense. The original recorded document must be returned to the City with
the Final Site Plan.
Applicable Refinement Plans. There is no applicable refinement plan for this site
As conditioned, staff finds that this criterion has been met because the applicant has
demonstrated that the proposed on-site and off-site public improvements are sufficient to
accommodate the proposed development.
b. Conformance with Article 31 (Site Plan Review Standards):
Landscaping Requirements. Section 31.140 describes the landscape requirements for planted
setback areas. The planted setbacks must contain a minimum of two trees, 2 inches in
caliper and 6 feet in height and ten shrubs, five gallon or larger per 1,OOO square feet of
planting area. The site contains 113 trees and 209,434 square feet of landscaped or open
area. The school is buffered from the existing residential use to the north by play fields and
perimeter landscape areas. The site contains a large portion of open space to the west and
north. The landscape plan must be revised to indicate the number, species and size of all
4
plant materials. The perimeter of the site is proposed to be planted with a mixture of
deciduous and conifer trees. All shrubs must be a minimum of 5 gallons and all trees must be
a minimum of 2 inches in caliper and 6 feet in height.
The applicant must provide a permanent irrigation system for all landscaped areas adjacent to
the building and parking areas, SDC 31.14O(4).
Development Agreement. Section 31.090 states that in order to complete the site plan
review process, a Development Agreement is required to ensure that the terms and
conditions of the site plan review are binding upon both the applicant and the City. Staff will
prepare this document for the property owner to sign upon approval of the Final Site Plan.
Setback Requirements. Planted setbacks for schools in an LDR District are 20 feet for front
yards and 3O feet for side yards, SDC 16.1OO(9). All buildings and parking areas shown on
the proposed plan exceed the minimum setback requirements by including a 5O-7O foot
planted parking setback areas along the frontage of South 32nd Street and a 3O foot planted
side yard and setback to the north. The proposed building is setback a minimum of 190 feet
from the millrace to the south. An undeveloped portion of the site fronts South 28th Street
(over 7OO feet).
Parking and Screening Standards. Schools require two parking spaces per teaching station
and 1 space per l OO square foot of assembly space. There are 39 teaching stations in
addition to administrative, kitchen dnd custodial staff and there 7,800 square feet of
assembly space. Based on this standard, the proposed middle school facility requires 156
parking spaces and 159 have been provided, SDC 16.1OO(9Xh). Eight handicapped
accessible parking spaces which meet ADA standards for accessibility are required and have
been provided. One bike rack holding a minimum of 15 bikes must be provided (as a
minimum), SDC 31.1 9O(9).
The proposed trash receptacle must be screened with sight obscuring material, SDC 31.160
On-site Lighting.
SDC 31.160 specifies that all exterior light sources shall be low-intensity pedestrian level
lighting which is designed to reflect light away from adjoining properties. Lighting is
concentrated within the parking lots (which are located in the center of the site) and along
proposed driveways.
The special use standards that are applicable to this site are found in SDC 1 6.1OO(9),
Residential. The special use standards require the following standards to be met:
"A unique relationship exrbfs between schools and the community which reguires special
consideration when applying screening standards. Maintaining clear sight lines for the
security and safety of children is desirable and may be achieved through the use of non-
opague fencing material and/or landscaping. The standards in Article 31 shall be applied
5
only when required to screen playground structures, spectator seating facilities, parking,
storage yards and trash receptacles or where significant conflicts are found.
(a) All new facilities and additions over lO,OOO sguare feet or those additions
exceeding 5O% of the size of the existing building shall be approved in accordance with a
Type lll review procedure (Discretionary Use).
The proposed school is new construction therefore Discretionary Use approval is required
A concurrent Discretionary Use application was filed and approved by the Planning
Commission on April 16, 1996 (Jo.No. 96-02-20l,.
Staff finds that this criterion has been met.
(b) A maximum of 65% of the site may be covered in imperuious surtace. The
remainder of the site shall comply with the planting standards in Article 3l of this Code.
The total impervious surface area on the proposed site is 19O,OOO square teet or 44o/o
(total site is 31.96 acres) and includes buildings, parking and sidewalks.
Staff finds that this criterion has been met because the impervious surface area is less than
the maximum percentage of 650/o.
(c) Schools shall have a planted front yard setback of 2O feet and planted side and rear
yards of 3O feet. Athletic spectator seating adjoining rcsidential uses shall meet a 75 foot
minimum setback unless the Director determines that adequate buffering can be provided
with a reduced setback, hut in no instance shall this setback (from spectator facilities) be
less than 3O feet. Parking areas shall maintain a landscaped buffer of 15 feet when
adjoining a residential use.
The proposed site has a planted front yard setback of 45 feet. A 35 foot planted sideyard
setback (along the north property line) is maintained between the building, parking areas
and playing fields. A 120 foot (approximate) planted area will be maintained along the
southern property line (side yard) which includes the preservation of the wetland resource
located on this portion of the property. All parking is located a minimum of 120 feet from
the adjoining residential property to the north. The remaining rear yard setback (fronting
South 28th Street) is well over 8OO feet and will be maintained in its natural state.
Staff finds that this criterion has been satisfied by including planted setbacks that exceed
the minimum standards for front, side and rear yards.
(d) Light shall be directed away from adjoining less intensive uses.
All lighting on site has been designed to direct light onto driveways, parking areas and the
northern facade of the building. The photometrics provided for the site demonstrate that
6
the residential property to the north and the industrial property to the northwest will be
unaffected by the proposed on-site lighting.
Staff finds that this criterion has been satisfied because the photometric plan for the site
directs light away from all less intensive uses (residential uses).
(el Other uses permitted within school facilities include day care facilities, social
seruice offices or other after school program activities approved by the School District and
which otherwise do not require discretionary approval.
No daycare or social service facilities are proposed on this school site. lf the District
intended to add these facilities in the future, a Site Plan Modification will be required.
Staff finds that this criterion does not apply
(f) All plants used for "landscaped huffering" shall be a minimum of 5 gallon size and
shall reach a height of at least 36 inches within one year of planting.
The proposed site plan must be revised to indicate the tree caliper, species, gallon size and
number of all plants proposed in the landscape plan. The applicant proposes to leave a
lawn area between the play fields, parking areas and the residential use to the northeast
rather than install screening shrubs. Due to the distance of the proposed building and
parking areas from the residential and industrial uses the proposed lawn is adequate. A
grouping of trees are proposed to screen the industrial use to the northwest along the haul
road from the school.
Staff finds that this criterion will be met as conditioned.
(g) Paved playground areas may he used as overtlow parking for special events.
No paved playground areas are proposed to be used for overflow parking.
Staff finds that this criterion does not apply.
(h) Parking shall be limited to two spaces for each teaching station in the school plus
one parking space for each lOO square feet of public indoor assembly area. All parking lots
and driveways have been designed to separate bus and passenger vehicle traffic. All
parking lots shall have sidewalks raised a minimum of 6 inches above grade where
pedestrians must c/oss parking lots to enter or leave the school grounds.
The proposed school will have 39 teaching stations and 7,800 square feet of pubtic indoor
assembly area which requires a minimum of 156 parking spaces. A total of 159 parking
spaces have been provided. No bicycle parking has been shown on the proposed site plan
The final site plan must be revised to include the location and number of stalls provided.
7
Two driveways are proposed to serve the site off of South 32nd Street have separate bus/
vehicle drop off points. All buses are proposed to enter and exit the site through the
southern most driveway and vehicular traffic from the north. A circular turn around has
been provided to facilitate bus loading and unloading. The radius of the bus turn around
must be configured to accommodate Lane Transit District (LTD) buses if this service is
provided on-site in the future (50 outside radius, 3O foot inside radius).
A crosswalk is proposed to be located midway between the two driveways serving this
site. The location of the crosswalk and corresponding sidewalks are in a location that
provides for efficient movement from the primary walk in neighborhood located northeast
of the school site. Two sidewalks are proposed to extend from South 32nd Street to the
building. The sidewalks will provide access from the residential area located east of the
school (the remaining sidewalk on the eastern frontage of 32nd Street up to the pedestrian
crossing must be completed to insure that an accessible connection has been provided).
Proposed sidewalks have been located on-site to minimize conflicts with vehicles while
providing for efficient pedestrian movement to the site and meet the standards in OAR
660- 1 2-45(3) (b) (A) (B).
Staff finds that this criterion has been met by providing adequate on-site parking and
driveways that separate bus and passenger traffic, as conditioned.
(i) Any jointly shared recreational facilities, playgrounds or athletic fields shall require a
joint use agreement that will provide for public use and continued maintenance.
No joint use recreational facilities are proposed to be developed on this site.
Staff finds that this criterion does not apply.
(j) Elementry schools shall have a maximum huilding height of 35 feet; middle schools
shall have a maximum height of 45 feet.
The majority of the building meets the 45 foot height requirement. The proposed middle
school has a building height of 5O feet. The building exceeds this requirement with the
addition of a mechanical penthouse which is approximately 1,OOO square feet (the
remainder of the ridge falls below the 45 foot height requirement). The applicant has
submitted a modification of provisions application to allow the construction of the
mechanical penthouse as proposed (Jo. No. 96-O3-68). A modification of provisions may
be granted for a variation of upto 2Oo/o of a numeric standard (45 feet). ln this case the
applicant requested a modification of provisions for 5 Feet. The applicant has obtained a
modifications of provisions to allow the penthouse portion of the building to be constructed
at a height of 5O feet.
B
Staff finds that this criterion has been met
(k) A Traffic lmpact Analysis and Parking Study. prepared by a Transportation
Engineer, shall be approved by the City Engineer.
A Traffic lmpact Analysis (TlA) has been prepared by Branch Engineering and submitted to
the City as part of this application. The study contains information on trip generation,
existing traffic patterns, bus and pedestrian routes, infrastructure conditions, recommended
improvements and mitigation measures. The TIA submitted makes recommendations
concerning the extent of the public improvements required due to the impact of this project
on the surrounding neighborhood and the existing infrastructure. Limited improvements are
recommended in the TIA for the site which only include improvement of the frontage
abutting the school site on South 32nd Street and installation of school zone signage and
pavement striping.
Staff has determined that the frontage of the site along South 32nd Street must be fully
improved with curb, gutter, sidewalks, street trees and street lighting and constructed to
City specification standards, SDC 32.010(2). The street design should include a 48 foot
width improvement from the north side of the property line to the proposed crosswalk at
the north side of the driveway. This section of the street is needed to provide three 12-
foot travel lanes and two 6-foot bicycle lanes. South of the crosswalk, the design should
provide a transition to a 36 foot wide three-lane street section with full improvements to
the west side only. This configuration is necessary to safely and efficiently accommodate
the substantial volume of vehicular and pedestrian traffic occurring at the start and end of
the schoo! day and to adequately mitigate the impact of this school related traffic on other
arterial traffic. The 36 foot wide section should transition to the existing roadway width
just north of the South 32nd Street/ Jasper Road intersection. ln addition, a school
pedestrian crossing is needed at the north site driveway and school zone signs and
pavement markings per the Manual of Uniform Traffic Control Devices.
Due to significant pedestrian impacts on Jasper Road, concrete extruded curb separation
must be installed on the existing 6 foot shoulder along the southern frontage of Jasper
Road within the limits of the City of Springfield. A 5 foot asphaltic/ concrete shoulder
must be constructed the north side of Jasper Road from approximately South 39th Street
up to the existing cross walk located at Douglas Gardens Elementary school (approximately
3OO feet) to provide safe pedestrian access along this street.
The site is bordered by South 28th Street on the west. However, no access or
development is planned through the western portion of the site. An lmprovement
Agreement for the frontage of this street will be required SDC 32.020(4)(b). Dedication of
10 feet of right of way is required for full improvement of this street, SDC 32.O2O2(1O)(a).
A TIA has been submitted by the applicant as required. However, the applicant's TIA did
not recommend a level of public improvements required by the SDC and the approval will
be conditioned by staff to ensure these requirements are met.
Staff finds that this criterion has been met, as conditioned.
9
(3} INVENTORIED NATURAL RESOURCES (TNCLUDING REGULATED WETLANDSI AND
HISTORIC FEATURES OF THE SITE HAVE BEEN ADEOUATELY CONSIDERED IN THE
PROJECT DESIGN.
The Metro Plan, the draft Natural Resources Special Study, the National Wetland lnventory
Map and the Hydric Soils Map; the Washburne Historic District and the list of Historic
Landmark Sites, have been consulted. No historic resources are located on this site although
there are several natural resource areas which are found on or adjacent to the site.
Historic and Archeological Resources.
There are no inventoried historic features or archeological sites located on the development
site. lf any artifacts are encountered during construction, there are state laws that could
apply, ORS 97.740, ORS 358.905, ORS 390.235. lf human remains are discovered during
construction it is a class "c" felony to proceed under ORS 97.740.
Natural Resources.
This site was mapped as part of Site O3- Springfield Millrace A (natural) in the 1991
Natura! Resource Special Study (NRSS). The 199I draft NRSS includes an inventory and
comparatave analysis of potentially significant natural resources needing consideration
under statewide Planning Goal 5. Because the Natural Resources Functional Plan (NRFP),
which includes findings of "significance' as well as protection/development policies, has
not been adopted by the City, the Goal 5 process must be addressed on a case by case
basis. The process established to address areas identified in the NRSS as natural resources
is to bump the review process of the relevant application to a Type lll- Discretionary
process for determination of significance of the resource, and approval of an Environmental
Social Economic Energy analysis (ESEE) and subsequent conditions for full protection,
limited protection, or full development of the resource.
ln this case, staff has reviewed the draft NRSS (1991) inventory and evaluation for Site
SO3 and finds that it provides an accurate description of the resource functions and values
provided by the natural riparian reaches of the Millrace. The NRSS also provides a relevant
and necessary comparison of values with other similar resources in the Metro area.
Description/ wetland:
ln addition, a wetland delineation was conducted to identify a small wetland located in a
swale in the southern portion of the site. The site is dominated with reed canary grass
(Phalaris arundinacae) and was most likely developed under stream (millrace) associated
conditions. The wetland is directly adjacent to and associated with the Millrace natural
resource functions and values. The formation of the swale is probably channel associated
and due to the physical changes of the stream over time. The wetland has medial inherent
wetland functions and values but high mitigation potential due to the monotypic plant
species that dominates the swale. The wetland will provide a tremendous educational
opportunity for the middle school.
10
Description and Significance/ Millrace:
The Springfield Millrace A (Natural), SO3 is described as follows in the NRSS: "The
Springfield Millrace, constructed in 1852, is an important historical, aesthetic and natural
feature located in the City of Springfield. lt flows east to west, south of downtown
Springfield. Parts of the Millrace are bordered by industrial development and one stretch is
piped. The remainder of the Millrace is relatively natural, bordered by a healthy strip of
riparian forest. Site SO3 includes these natural portions. The natural area includes a one
and a half mile stretch east of the industrial area to the urban growth boundary.
Vegetation along this stretch of the millrace is predominantly black cottonwood, willow,
hawthorne and big leaf maple, with an understory of snowberry and rose. The millrace is
an important travel corridor for wildlife and provides important cover and water for wildlife
which inhabit adjacent riparian and upland areas. "The wildlife habitat rating is 61-62
which is relatively high in the Metro area."
'The National Wetland lnventory (NWll designates the millrace as riverine wetland. Most
of the upper end of the site is within the FEMA floodway boundary and is classified as a
Class "A" stream." The City of Springfield maintains the millrace for storm water
conveyance and to prevent flooding.
Based on the site evaluation and ESEE analysis in the NRSS and subsequent site visits by
the City and DSL staff, the riparian areas along the Millrace are highty valuable for
providing wildlife habitat, a wildlife travel corridor, storm water filtration and erosion
protection and are therefore 'significant' Goal 5 resources. Based on the quality of the
Millrace and the functions and values provided, the Millrace riparian areas mapped as SO3
in the NRSS inventory should be awarded full protection under Goat 5. consistent with the
Planning Commission recommended draft NRFP.
Recommendations/ Millrace :
The Planning Commissions recommended approval of the NRFP with the following
recommendations for protection of the riparian areas along the Millrace, which limit the
conflicting uses. The recommended policies are identified in the NRFP as policy 2a,
Waterside Protection, 4a low impact recreation and 5; clean up, restoration and education.
The Waterside protection policy includes the establishment of a 75 foot setback (all
structures) and protective maintenance practices. The objective of the Waterside Protection
policy is to control development and protect water quality through the establishment and
maintenance of minimum setback areas. The intent of the waterside protection policies are
to allow passive recreation, removal of litter and fill and the replanting of native species.
Low impact recreational policy areas allow passive recreational uses to be developed
through the construction of minimum impact trails and footpaths. Clean-up, restoration
and education policies encourage the removal of invasive species and the education of
adjacent property owners of the values of wetland and riparian resources to communities.
The required minimum setback from the millrace which is a Class "A" stream is 75 feet
(top of bank). The established setback areas do not permit the construction of buildings.
11
The proposed site plan exceeds this requirement by locating all structures over 1OO feet
from the top of bank (Millrace). Activities such as channel maintenance, construction of
public utilities, planned public improvements and trails are permitted within the setback.
Only "planned" public improvements such as streets and bike paths which are listed on
TransPlan or on a Capital lmprovement Plan are permitted to be constructed within this
setback area. Prohibited uses include: buildings, clearings, lawns, fills, increased
impervious surface areas (e.9. decks and paved trails). Passive recreation activities,
removal of litter and fill, replanting of native plants and environmently sensitive removal of
invasive, non-native species are highly encouraged and are not considered conflicting uses
Clean-up, Restoration:
Best management storm water practices are proposed to be included in the drainage design
for this site by piping roof drainage to a grassy swale (bio-swale) prior to discharge to the
regulated wetland in the center of the site. A portion of the proposed parking lot will also
discharge to a grassy swale system prior to outfall to the millrace. Oil-water separator
catch basins are required in all parking areas without pre-treatment to provide additional
treatment of run-off from the site. Pre-treatment of storm water run-off from the site is
desirable because petroleum products and solids are removed and flows are slowed prior to
entering the City's detention pond and the millrace. Final design of these on-site storm
facilities will require evaluation of the capacity of the proposed bio-swales and approval
from the DSL and the Corps of Engineers. Additional conditions may be imposed by these
agencies which will alter the storm drainage proposal submitted. The Final Site Plan shall
incorporate all changes required by these agencies. Any outfalls to the wetland located on-
site or the millrace require Division of State Lands and Army Corps of Engineers approval
which must be obtained prior to issue of building permits for the site.
The applicant is required to install a construction/ erosion contro! fence adjacent to the
millrace and wetland to insure that no equipment or materials encroach into the wetland or
along the millrace during the construction of the school.
Staff finds that this criterion has been met because the natural features have been
adequately considered and protected in the proposed project design, as conditioned.
(4) PARKING AREAS AND INGRESS-EGRESS POINTS HAVE BEEN DESIGNED SO AS TO
FACILITATE TRAFFIC AND PEDESTRIAN SAFETY, TO AVOID CONGESTION AND MINIMIZE
CURB CUTS ON ARTERIAL AND COLLECTOR STREETS, AS SPECIFIED IN ARTICLES 31,32,
THE APPROPRIATE ZONING AND/OR ZONING OVERLAY DISTRICT ARTICLES AND ANY
APPLICABLE REFINEMENT PLAN.
Accessible connections must be provided from all parking areas to buildings. ADA approved
ramps must be provided at all grade changes between all sidewalks and parking lot areas.
Wheel stops must be installed in all new parking areas.
Signs are regulated by the Springfield City Code Article 9, Chapter 7. The number and
placement of signs must be coordinated with the Community Services Division. The locations
12
of signs must be coordinated with the Community Services Division. All permanent sign
structures or facilities located within a vision clearance area ( 25'x 25' right triangle located
adjacent to the proposed drivewayl shall be field located by the Transportation Division prior
to construction. A separate sign permit is required. Please contact Lisa Hopper, Building
Services Rep. at 726-3790.
Staff finds that this criterion has been satisfied
WHAT NEEDS TO BE DONE BY THE APPLICANT TO OBTAIN FINAL SITE PLAN APPROVAL?
1. Three copies of the final site plan with the proposed changes are required to be submitted
within 90 days of this letter. The following revisions must be shown on the Final Site plan:
(a) lnstall irrigation in all landscaped areas with the exception of the playfields.
(b) lnstall wheel stops adjacent to all proposed parking stalls.
(c) All sidewalks located in the pubtic right of way must be in good condition prior to
Final Occupancy.
(d) All trees specified on the landscape plan must be a minimum of 2 inches in caliper
(e) Revise the landscape plan to show the number, location and size of all species of
all planted materials. All shrubs must be a minimum 5 gallon size.
(f) Screen the proposed trash receptacle with sight obscuring material.
(g) All utilities must be installed underground for this development. An elevation of alt
of the proposed utility vaults must be provided with the Final Site Plan submittalto
ensure that the vault can be effectively concealed through grading and installation of
landscaping.
(h) Show at least one bike rack holding a minimum of 15 bikes
(l) Ensure that the southern most driveway has a radius of at least 50 feet outside, 30
feet inside to accommodate LTD buses if this service is offered in the future.
(j) lnstall street trees every 3O feet on center (2 inches in caliper, selected from the
City's street tree list).
(k) lnstall a public works lock on the proposed gate to the Fire access road. The width
of the fire access road must be increased to 20 feet.
A Development Agreement will be prepared upon approval of the Final Site Ptan. The
Development Agreement is signed by the owner of the property and notarized.
2
13
4.
5
6
7
3.
11
Dedicate a 7 foot P.U.E. along the entire frontage of South 32nd and South 28th
Streets (City form). All easements shall be recorded at Lane County at the applicant's
expense. A recorded copy of all easements shall be returned to the City with the Final
Site Plan.
City Systems Development Charges will be assessed for the site. Troy McAlister,
Public Works at 726-3688 can provide additional information on the assessment of
these charges.
Dedicate 1O feet of right of way on South 28th Street and 5 feet of right of way on
South 32nd Street. A legal description for the dedications must be prepared and
the dedication filed on City forms. The applicant is responsible for recording the
final document at Lane County at their expense.
Submit a storm drainage plan for the site that has been approved by the Division of
State Lands and the Corps of Engineers.
Submit a sign permit application for the proposed sign with the Building Division. All
signs must be field located by the transportation Division prior to installation and
located outside of the 25 foot vision clearance triangle.
Full lmprovement of South 32nd Street which includes curb, gutter, sidewalks, street
lighting, street trees and street drainage.
Sign and record an lmprovement Agreement for the entire frontage of South 28th
Street. The !.A. must be on a City form and recorded at the applicant's expense.
lmprove the frontage of the site along South 32nd Street with curb, gutter,
sidewalks, street trees and street lighting. The street design should include a 48
foot width improvement from the north side of the property line to the proposed
crosswalk at the north side of the driveway with three 12-toot travel lanes and two
6-foot bicycle lanes. South of the crosswalk, the design should provide a transition
to a 36 foot wide three-lane street section with full improvements to the west side
only. The 36 foot wide section should transition to the existing roadway width just
north of the South 32nd Street/ Jasper Road intersection. ln addition, a school
pedestrian crossing is needed at the north site driveway and school zone signs and
pavement markings per the Manual of Uniform Traffic Control Devices.
A concrete extruded curb separation must be installed on the existing 6 foot
shoulder along the southern frontage of Jasper Road within the City of Springfield
limits. A 5 foot asphaltic/ concrete shoulder must be constructed the north side of
Jasper Road from approximately South 39th Street up to the existing cross walk
located at Douglas Gardens Elementary school (approximately 3OO feet) to provide
safe pedestrian access along this street"
I
I
14
12.ln no case will Final Occupancy be given prior to completion of the required public
improvements. A construction schedule must be approved by the Public Works
Department prior to Final Site Plan approval.
ADDITIONAL INFORMATION
The application, all documentation and evidence relied upon by the applicant and the a
applicable criteria are available for free inspection. Copies are available at a cost of $.75 for
the first page and $.25 for each additional page at the Development Services Department,
225 sth Street, Springfield, Oregon 97477.
APPEAL
lf you wish to appeal this Type ll Site Plan Review Decision, you must do so within 1O days
of the date of this letter. Your appeal must be in accordance with Springfield Development
Code, Article 15, Appeals.
OUESTIONS
Please call the Development Services Department at 726-3759 if you have any questions
regarding this approval or the appeal process.
PREPARED BY
W,,rh N"'al
Lydia Neill, AICP
Planner l!
15
CTTY OF SPRINGHH.D, OFEGO'U
SPB-INGFIELO
PUBLIC WORKS DEPARTMENT
ADMINISTRATION TRANSPORTATION DIVISIONENGINEERING MAINTENANCE DIVISION
h,225 FIFTH STREET
SPRINGFIELD, OR 97477
MAt NTENANCE (503) 726-3761
FAX (503) 726-s621
.Tu1y 9, L996
Tim Woodley, Program Manager
Springfiel-d Public School-s - Maintenance Cent,er
L890 42nd Street
Springfield, OR 97477-5602
SUB.]ECT: FOLLOW UP INFORMATION NEEDED FOR THE NEW SCHOOL SITES
Dear Tim,
Please provide me wiE,h this fo11ow up mat,erial to complete Ehe
building permit review for the new middle school at 900 SouLh 32nd
St.reet.:
1) Submit addiEional deLails showing Ehe siEe grading from Lhe
future public sidewalk Eo the biofiltration swa1e (i.e. plan view,
cross sect,ions, eE.c.) The minimum slope from the back of the sidewalk
is 4:1 (see City of Springfield standard drawing:3-1, and Ehe school
plan sheeEs AL.0l-, C4 and C7) .
2) Submit an overall infrastructure plan showing requirements per
Land Use Decision 95-02-2]-. (Similar Lo the material submitEed for the
school at 935 Filbert. Lane).
3) The new school al 320 51st StreeL will also need Lo submit
design plans for the new public storm and saniEary manholes. This
permiE is ca11ed a Public Works ConsLrucEion Permit which includes an
engineers agreement. with deposic money.
If you have addiEional quesEions or need cl-arificat,ion, please call me
aE 726-3688.
Sincerely,
-fry ?nvQ;*'^
Troy McAllist.er
Civil Engineer
)D M I NTSTRATTON / ENGt N EERt NG / TRANSPORTATT ON (503) 726-3753
FAX (503) 726-3689
Files : .fob #950509, 320 51st Street , ,Journal #95-02-36
Job #950599, 900 SouLh 32nd Street, Journal #95-02-21 I
0g :ti S';' 0E::1 l-:\I 54 1ti374 SSD trlA L\'l'[r\.\NL:
contingency SMS REV
I t,o:
CONNNGENCY LOG
)HOJECT; Springtietd Middte School
HACTOR: John Hyland Construction, lnc
DATE: 9/24t91
I
14
22
23
2S
55
67H
68
69
72
g2
115
137
138
146
154
155
159
't 61
180
205
Add window at Band Room 136
Interior wall to ceiling bracing & del/ection bracket
Framing revisions to Meclr. penthouse rool
Flaise Parapet at 1.0 line and add simson straps
lnstall 1 1/B' plywood at low rool east side
Soffit modification at A and C low rools
Modily Entry Lobby .t Hour Wall Construction
Modify 2 Hour walls between sector A and B
Modily seismic joint detail Sector A and B
Storage c/oset under North stairway
install catwalk at mechanical room Sector D
Two hour fire wall al Seclor B and C
New fence at south stairs
Install trash compactor enclosure
Add exterior windows and interior relites at rm 102
fiU tire rated rool-up door to RM #155 reception
Add windows at exterior rms 167, 2O7, and 22g
Reiocate 4x4 window to room .l 15
Add window at room .l 04 south wall
lnstall hand rail at exit door of Band Bm.
lnstall handrai/ at Sector C Mech room
COST
$ 5,062. 00
$ 5,3 54.00
$1,S97 00
$2,76e.00
$9,504.00
$s,379.00
$ r,576.00
$3,771,00
$ 1 ,266.00
$4,478.00
$2, s48.00
$4,38s.00
$6,6 66.0 0
$18,61S.00
$4,000.00
$2,84e.00
$ 1 0,00 0.00
$ 1 ,605.00
$4,753.00
$79 4. O0
$500.00
$97,67s.0 0
RFP#DESCRIPTION
Page t
SSD IlAINTEN.{N(@t,'ru.l f ti,. 97 08:21 FAf, 5' 46374
HEERY
Friday, Septernber 26, i 997
To: City of Springfietd
Attn: Dave puent
Fax & Transmittal
IIFIRY Intemational, Irrc.
Maintcnancc Center
1980N)flh4zd Smer
Springlreld, Uregon 97 47 7'Ielephonc: S4L-7 +4431 5
Fax: S4l-744_63i4
From: Bob Teters
Fax Phone: 541-726-3689
Pages: 2
REGARDTNG: Agnes Stewart IUidUle School
A.ohjtecturc ConstluctjonMenEgeme^t Eqg/ncerlng Graphic Design lntef,br Dcsign ProgramManagemeht Slrategic F&ilil;esplannin!
Dave: Here is a copy of the itams that we talked about. Please review it and let me know how much this isgoing to add to the permit cost at the school.
Thanks
Sig ned:
cc: HEERY File #5Go7 a-i (H) MS
SPFlINGFIELc'
PU BLIC WORKS OEPARTMENT
ADMINISTRATION TRANSPORTATION DIVISIONENGINEERING MAINTENANCE DIVISION
h,225 FIFTH SII?EE;
SPRINGFIELD. OR 97477
MATNTENANCE (503) 726-376i
FAX 60s) 726.362:
April 22, L996
AEEenLion: Tim Woodley, Program Manag'er
Springfield Public School - MainEenance Centser
1890 42nd SEreet
spring-f GId, oR 97477 -5602
SUB.fECT: INFORMATION NEEDED FOR THREE NEVI SCHOOL SITES
Dear Mr. Woodley,
The Public Works DeparEment wilI need additional informaE,ion t,o review
the Ehree new school building permits. The following items are
currenE,ly needed:
1) Drainage sEudies and capacity evaluat.ions for Ehe on and off
site drainage sysE,ems.
2l Sanit,ary seurer sEudies and capaciry evaluat,ions for the on and
off siue saniEary systems.
3) ConsErucE.ion plans for off site public infrasE,rucE,ure
improvemenEs.
4) ConsErucEion schedules and Eiming of boEh on and off sit.e
improvement,s.
5) Confirm EhaE t.he drainage plans comply with Ehe siEe plan
approvals [,fournal #96 -02-1-9 (need over f 1ow t,o public sysEem) , 96-02-
35 and 96-02-21). Submit revisions as needed.
5) ProjecEed sE,udenE, enrollment at, each new school-.
7) New and exisEing area of impervious surfaces for each siue.
If you have additional questsions or need clarificaEion, please calI meat 726 -3688.
Sincerely,
,Jry %'aeo;tq
Troy McAl-IisEer
Civil Engineer
C:
ADM t N tSTRATtON / EN Gt N E E R I NG / TRANS?ORTATTON (503) 726.3753
FAX (50s) 726-368e
Files: Job #950509, 320 51sE, SE,reet,, Journal #96-02-36
'Job #950511, 935 Filbert Lane, Journal #9G-02-19
Middle School, South 32nd SE,reet, ,JournaL #96-OZ-2L
L
$F,
r eLf
11 _rr r', f\E*5, ' t''1 ' ''l
. Ul..i
transmittal
HEERY Intemational" Inc.
Maintenance Center
l98otffi4dS@
Springfield, Oregon 97 47 7
Telepbone: 503-7 U-637 5
Fax: 503-7444374
Transact ion n,-tmber' GE
May 0?r 199f, 4;Hi
.(eCej.V*d i,'t)tI,; 'iij f,.i Nl'ltr l::':.-i': ili':;ai-jI::
iloril,r'art,/ilrrrrr ; FL-ri: 30* lii-:i:Tl-':;i::l'1i
Addr'r*'=st 5i:3 rii.Li sTi:Fr-
tji!.v; 5r'RiN$FiELii Si..t iiri ,1.,.:.'|i FROM: Bob Teters
;hool
rh9 Cnphb Dclon ld.dot Dilen Progr.ni M.n omrl q,thglc FGnLt Pklnhe
YourUe- ForYourRcviewrComrn€nt-PerYorRe$lel
Descriolion
Plan review drawing lor Springlield School Districfs
New Middla School
Proioct rnanualfor New Middle School'' ' . ,,i'l: i':.i .: t: r .'i - VOlUffp 1, 2, and 3
3 4126196 StructuralCalculations
1 5/1/96 Building Permit Application
Comrnents:
Nole: Permit application if lor plan review (fee) general contractor will pick up all permits and pay for the
sam€.
Please debit our account in the arnount ol $876it.95 lor plan review fee. We will audit debit account in the
near luture.
Siratute:6-/fu
Tim Woodey, HEERY Fil€ #5607 a-1(H) MS
Dick Ardusec Soderstrom Architects$vc Banet; Asdsbnt SuperhbndentolOpeeli<n
cc:
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Ite-.ir:r'iPt ion
qrf)i,{).: ii :ir;1, ii*:"Ft'::''r. I.
T*tiiL:
CERTIFICATE OF TEMPORARY OCCUPANCY
CITY OF SPRINGFIELD
Community Services Division
Jl* Cr,$u"l" i*',*t y-^,,J l* U* '&Xil//,Mrwxl/' rl lr-l^* 305 tl l]* bp,*,X{,rlt E*Hry b"{rlr/ C"lrb
AJn,*ulurlu, 0rrl" ,rffinu7 U*l ,l ll* li,r*
"1,
i*^ru" ll* tlr*rl-w atut * u.,l,ol*,Jr"l ,*r,frl,*". *ill, l]*
uwti.otn o/d.in,r*,a/' of, U* C,lr/ ,.r/rl"lry lr-llry *r,^1,,*rli^* w ut\t. J*, tl* h%--,t.
Occ. Group E-1 Type of Construction V-N Use Group Educati on
Owner Sprjnqfield Public Sch Address 525 Mill Street
Building Address 900 S 32nd St reet Permit #960599
* See Attached By
SPRINGFTELE,Date: August t; , L997
Building Official
Dave Puent
Jl*, 1u,lr{urrl* tl Arrl,r*/ ,l"rll {,, p^lrt irv o, cn,rtapinn,^ Srl*, o* ll* ywmiu*
*,1, J^ll ,*l [,, ,**rnl, -rd ty h C,hrl B*llry O{lrt
)
This attachment is to the Certificate of Temporary occupancy, issued August 13, rgg7.rtems listed are to be completed, inspect.i,
"ppro"ed, and copies submitted by Aug. 27th,1997' Any items not removed from tt i, lirrrnoll hur.'" ""qu.l, for a time extension. Givereasons for such extension a proposed date of completion
"naio" Iist any circumstancesbeyond the control of the applicant that have prevented action from being taken. No
;#:Hlgns--s-hall
be extended more than once without p"""io* approval by the buitding
Agnes Stewart Middle School
900 S 32nd Street
Springfiled, Oregon
this buildine.
Items to be completed:
l. .AHU #5 won't shut down on duct detector -2. AHU #l needs testing for alarm shutdown.
3. AI{U #t needs testing for alarm shut down4. AHU #2 needs testing
5. exhaust fans 9,10 need heatrs
6. AIITJ #3,4 excessive delay on shut down7. delay on dampers needs to be increased to prevent system damage.8. Provide floor plans at control panel with all addressable devices located thereon.9. Provide alarm sector map at annunciation panel.lO.Provide CAD drawings for school to Fire Marshall Ofiice.l l.emerg lighting not working in boy,s and girl's bathroom behind stage in sector A.12. N. Classroom on upper floor emerg lighting flickering (ballast?)l3.relocate emerg lighting over S Stairway side illuminated)(wrongl4.emerg light in W Gyrn missing (on order)l5.provide non switched emerg lighting in both upper mezzanine (fallhazard)I6.provide explosion proof electrical fixture for block heaterIT.provide access point for fueling of generator -cannot pass hose through exit corridorl8.provide cover plate for generator wlnng beneath motor (end plate missing)l9.complete installing fire extinguishers
20.complete installation of roll down door in opening from I 13 to lZ32l.re-test roll down door in 113 and detectors on both sides22.veify address changes by simplex for heat detector lg5 @uring test this was identified ashaving been tested, howeveq there
23.located and install knox box
24.speciat inspector reports:
o disctepancy report
o finalreport
eta
was no head in the detector located at the site addressed.)
25.make readily accessible all roof locations where equipment is located that may need to be
repaired, maintained, or inspected.
26.Get finals for:o electrical,. health department for kitchen areao planning
. engineering
27.Do final walk through for accessibility
28. Acquire permit for additional work not on originar permit such as:o door assembly changes in 2hr horizontal exits (test required for these doors);o windows;
o exterior stairway cages;o door from rm. 199 (media center)
CERTIFICATE OF COMPLETION
CITY OF SPRINGFIELD
Community Services Division
y'ic Qcttificate ie iecscd porgornt to tbc reqoirements of 1lectioo l08.r.7 of ths
.,1!tete of ()ee,goo .lltroctorel ilpecioltg Qode loa e g0ioal inepection. 4t the time of
ieesaoce thie rtructurG wle in sulctenticl conplicncc with thg codgc rcgoleting thc
building conctruction tgpe endl osc for which the occuprlrcu ir cleccified.
Occ. Group: E Division: I Construction Type: V-N
Owner: Springfield School District 19, 525 Mill Street
Bldg. Address: 900 S 32ND ST Permit #: 960599
Date: OCT 30, 1997
Building Official
Dave Puent
/o accluiee c (ertificote ol ()ccuprncg os requircd bg section fO8
of the -$pringfictd $uilding.$afctg (odes odministrotivc Qodc,
approvol bg other 1}ivisions pca O?C requircmenrs is needed.