HomeMy WebLinkAboutApplication PLANNER 5/5/2008
\
PRE-SUBMI..... AL
DISTRIBUTION LIST:
Date Distributed:
-5 ~5 -Qyt
/ Dave Puent - Building
v Gilbert GordonlMelissa Fechtel- Fire
,/ / Gary McKenney - Traffic
..L Matt Stouder - Public Works/Engineering
Les Benoy - Public Works/Engineering
Dennis Ernst/Jon Driscoll, Surveying
Planner. '..-- "i-flJJ.-f .J . PRE.SUBMllTAl REC'O
MAY 5 2008
CRou.-kd-}
CIty of Spnngfield
Development ServIces Department
225 Fdlli Street
Spnngfield, OR 97477
541-725-3753 Phone
541-726-3689 Fax
Pre-Submittal Meeting
Case Number AssIgned: PRE2008-00026
Date SubmItted:
5/2/2008
PRE~SU8MITTAL REC'D
MAY 22008
APPLICANT TABOR-GRIFFEN CHRIS
2095 5TH ST
SPRINGFIELD
OR
Protect Name TABOR-GRIFFEN SUB/2095 5TH ST
PrOject DescrIptIon Pre-SubmIttal meetmg for 11 lot cluster subdIvIsIOn (GrIffin Cluster
SubdIvISIOn)
ApplIcatIon Type: SubdIvIsIOn TentatIve
Job Address: 2095 5TH ST
Assessor's & Tax Lot #, 1703262404300
DISCLAIMER ApplIcatIOns WIll not be exempt from Development Code or procedural amendments that may occur
between the tune of the Pre-SubmIttal Meetmg 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 followmg busmess day and will contact you to confirm the meetmg date and lime
1
PlanJobPnnt rpt
5/2/2008
105453AJ\!
're-SuJmitta.. Meeting
Development Services Department
Room 615/616
PRE-SUBMITTAL MEETING DATE Friday, May 9, 2008
1 PRE-SUBMITTAL MTG #PRE200S-00026 (SUB TENT) TABOR-GRu<J<ui $336
Assessor's Map 17-03-26-24 TL 4300
Address' 2095 Fifth Street
Existmg Use: ResidentIal
ApplIcant submitted plans to create an II-lot cluster subdIvision, Griffin Cluster
SubdIvisIOn
Meetmg Date/Tnne Friday, May 9, 2008 DSD 616 10:00 -11:00 a.m.
Planner Steve Hopkins
2. PRE-SUBMITTAL MTG #PRE200S-00025 (SUB PLAT) ANDERSON DEV $336
Assessor's Map: 17-02-32-00 TL 104
Address: Vacant - S 4Sth/DaIsy St & Weyerhaeuser Rd
Existmg Use: Vacant
ApplIcant sublDltted plans to plat a 103-10t SFR subdIvisIOn, Westwind Estates
Meetmg Date/TIme: Friday, May 9,2008 DSD 616 11:00 - noon
Planner: Steve Hopkins
PRE.SUBMITTAL REC'D
MAY 2 2008
PRE.SUBMITTAL RECIO
MAY 2 2008
City of Springfield
Development Services Department
225 Fifth Street
Spnngfield, OR 97477
Land Division Tentative Plan
Partition, Subdivision
Applicant Name:
Icompany:
IAddress:
,
IADDlicant's Rep.:
Icompany:
I Address:
,
I Property Owner:
Company:
Address: 1048 Randall St. EUj1;ene, OR 97401
IASSESSOR'S MAP NO: 17-03-26-24 I ~,,!T
. -.
-. . . -
, - -
Phone
(541) 914-2077
Cns Tabor-Gnffm
Fax:
1048 Randall St, Eugene. OR 97401
Phone
(541)746-0637
(541) 746-0389
Jun Branch
Branch Engmeermg, Inc
Fax:
310 Ftfth St . Sormgfield. OR 97477
Phone
(541) 914-2077
Cns Tabor-Gnffin
Fax:
4300
Property Address: 2095 5th St. Sonngfield. OR 97477
Size of Property: I 25
I Proposed Name of Subdivision: Gnffin Cluster SubdivIsion
,
I Description of
ProDosal:
I Existinq Use:
Acres [gJ
Square Feet 0
If you are filling In this form by hand, please attach your proposal descnptlon to this application
Tlus orooosalls to create an II lot Cluster SubdiVIsion
ReSidential
# of Lots/Parcels: II
Si natures: Please 51
s I Density
" . 9 du/acre
nate box on the next
Associated Applications: 2- C)v\'2t\n=1 - 6'tb1'1
,/
Pre-Sub Case No.: D'({ '26D'l-Q\D7L, Date:
Icase No.:
IAPPlication Fee: $
TOTAL FEES: $
(OIM)
Z? ) Li nQ.-,
Signs:
Reviewed by: -tz'Y'l.
Date: Reviewed by:
I Technical Fee: $ I Postage Fee: $
I PROJECT NUMBER: r~J1-fu1- -LDl'lcr-t
~ S-}q jt)CO 1\ D ~ fXvv.
Owner Signatures
This application form IS used for both the required pre-submittal meeting and subsequent
complete application submittal Owner signatures are required at both stages In the application
process An application without the Owner's original signature will not be accepted.
Pre-Submittal
Owner:
The undersigned acknowledges that the informatIOn In thiS application IS correct and accurate for schedUling of the
Pre- Submittal Meeting
.0::::. d An ~ . '
Of"<:>
-€hns-Tabor-Gnffm
Date:
'1'/!5/U?
Print
Submittal
I represent thiS application to be complete for submittal to the City ConSistent with the completeness check
performed on thiS application at the Pre-Submittal 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 wntten notice pursuant to the requirements of ORS 227 178 pertaining to a
complete applicatIOn
Owner:
Date:
Signature
Prmt
PRE-SUBMITTAL REC'D
MAY 2 Z008
ReVised 1{1{08 Molly Markarian
2 of 10
Lan~ Division Tentath,e Submittal Requirements CICklist PRE-SUBMITIAL RECIO
NOTE' MAY 2. 2008
· ALL of the following Items MUST be submitted for BOTH Pre-Submittal and Submittal
. If you feel an Item on the list below does not apply to your specific application, please
state the reason why and attach the explanation to this form
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Application Fee - refer to the Development Code Fee Schedule for the appropriate fee
calculation formula A copy of the fee schedule IS available at the Development Services
Department Any applicable application, technology, and postage fees are collected at the
pre-submittal and submittal stages
Land Division Tentative Application Form
Narrative explaining the purpose of the proposed development, the eXisting use of the
property, and any additional information that may have a bearing In determining the
action to be taken
Copy of the Deed
Copy of a Preliminary Title Report Issued within the past 30 days documenting
ownership and listing all encumbrances
Copy of the Land Division Plan Reduced to 8'h"x 11", which Will be mailed as part of
the required neighboring property notification packet
Right-of-Way Approach Permit Application provided where the property has frontage
on an Oregon Department of Transportation (ODOT) faCIlity
Three (3) Copies of the Stormwater Management System Study with Completed
Stormwater Scoping Sheet Attached - The plan, supporting calculatIons, and
documentation must be consistent with the Engineering Design Standards and Procedures
Manual
Three (3) Copies of the Traffic Impact Study prepared by a Traffic Engineer In
accordance with SDC 4 2-105 A 4 Traffic Impact Studies (TIS) allow the City to analyze
and evaluate the traffic Impacts and mitigation of a development on the City's
transportation system, In general, a TIS must explain how the traffic from a given
development affects the transportation system In terms of safety, traffic operations,
access and mobIlity, and Immediate and adjoining street systems A TIS must also
address, If needed, City, metro plan and state land use and transportation poliCies and
objectives
Seven (7) Copies of the Following Plan Sets for Pre-Submittal OR
Eighteen (18) Copies of the Following Plan Sets for Submittal
~ All of the follOWing plans must Include the scale appropriate to the area Involved
and suffiCient to show detail of the plan and related data, north arrow, and date of
preparation
~ All plan sets must be folded to 8V2" by 11" and bound by rubber bands,
a. Site Assessment of Existing Conditions
~ Prepared by an Oregon licensed Landscape Architect or Engineer
~ VICinity Map
i:8J The name, 10cat,v(1, and dimensIOns of all eXisting s,ce features including bUildings,
curb cuts, trees, and Impervious surface areas, clearly Indicating what IS remaining and
what IS being removed For eXisting structures to remain, also indicate present use
and required setbacks from proposed property lines
~ The name, location, dimensions, direction of flow and top of bank of all watercourses
and required riparian setback that are shown on the Water Quality Limited
Watercourse Map on file In the Development Services Department
i:8J The 100-year floodplain and flood way boundaries on the site, as specified In the latest
adopted FEMA Flood Insurance Rate Maps or FEMA approved Letter of Map Amendment
or Letter of Map RevIsion
i:8J The Time of Travel Zones, as specified In SDC 3 3-200 and delineated on the Wellhead
Protection Areas Map on file In the Development Services Department
i:8J Physical features Including, but not limited to trees 5" In diameter or greater when
measured 4 V2 feet above the ground, significant clusters of trees and shrubs, riparian
areas, wetlands and rock outcropplngs
i:8J 5011 types and water table Information as mapped and specified In the SOils Survey of
Lane County A Geotechnical Report prepared by an Engineer must be submitted
concurrently If the SOils Survey indicates the proposed development area has unstable
sOils and/or a high water table PRE-SUBMITTAL REC'O
b. Land Division Tentative Plan , MAY 2 2008
i:8J Prepared by an Oregon licensed Land Surveyor
~rnr City boundaries, the Urban Growth Boundary, and any special service district
boundaries or railroad right-of-way which cross or abut the proposed land divIsion
i:8J Location and width of all eXisting and proposed easements on and abutting the
proposed land divIsion
i:8J Boundaries of entire area owned by the property owner, of which the proposed land
divIsion IS a part, as well as dimensions and size of each parcel and the approximate
dimensions of each bUilding site indicating the top and toe of cut and fill slopes to scale
i:8J Location and type of eXisting and proposed street lighting, including type, height, and
area of Illumination
i:8J Location, widths, conditions, and names of all eXisting and proposed streets, alleys,
dedications or other rlght-of-ways within or adjacent to the proposed land divIsion
Proposed streets should also Include approximate radius of curves and grades and
relationship to any projected streets as shown on the Metro Plan, TransPlan,
Conceptual Development Plan, or Conceptual Local Street Map
i:8J Location of eXisting and required traffic control devices, fire hydrants, power poles,
transformers, neighborhood mailbox units and similar public facilities
i:8J Location and dimensions of eXisting and proposed driveways
i:8J Location of eXisting and proposed transit facilities
i:8J Location and width of all eXisting and proposed sidewalks, sidewalk ramps, pedestrian
access ways and bike trails
t'lltrr LocatIOn, size and type of plantlngs and street trees In any required planter strip
i:8J Location and size of eXisting and proposed utilities on and adjacent to the site including
sanitary sewer mains, stormwater management systems, water mains, power, gas,
telephone, and cable TV Indicate the proposed connection pOints
,
~ The locations of all areas to be dedicated or reserved'for public use, with the purpose,
condition or limitations of the reservations clearly Indicated
~Future Development Plan where phasing or large lots/parcels are proposed as speCified
In SDC 5 12-120 E
c. Stormwater Management Plan
~ Prepared by an Oregon licensed Civil Engineer
vtltPlantlng plan prepared by an Oregon licensed Landscape Architect where plants are
proposed as part of the stormwater management system
~ Roof drainage patterns and discharge locations
~ Pervious and ImperviOUS area drainage patterns
~ The size and location of stormwater management systems components, Including but
not limited to' drain lines, catch basins, dry wells and/or detention ponds, storm water
quality measures, and natural dralnageways to be retained
~ EXisting and proposed spot elevations and contours lines drawn at 1 foot Intervals (for
land with a slope over 10 percent, the contour lines may be at 5 foot Intervals)
~ Amount of proposed cut and fill
~ Additional Materials That May be Required
IT IS THE APPUCANT'S RESPONSIBIUTY TO DETERMINE IF ADDITIONAL
STANDARDS/APPUCATIONS APPLY TO THE PROPOSED DEVELOPMENT. THE
APPLICANT SHOULD CONSIDER UTIUZING PRE-DEVELOPMENT MEETINGS AS
DISCUSSED IN SDC 5.1-120:
o Proposed deed restrictions and a draft of any Homeowner's ASSOCiation Agreement
~ Additional plans and documentation for submittal of a Cluster SubdiVIsion proposal
as speCified In SDC 3,2-230
o Riparian Area Protection Report for properties located Within 150 feet of the top of
bank of any Water Quality limited Watercourses (WQLW) or Within 100 feet of the
top of bank of any direct tributaries of WQLW
o A Geotechnical Report prepared by an engineer must be submitted concurrently If
there are unstable SOils and/or a high water table present
o Where the development area IS Within an overlay diStrict, address the
additional standards of the overlay district
o If five or more trees are proposed to be removed, a Tree Felling Permit as speCified
In SDC 5 19-100
o A wetland delineation approved by the Oregon DIVISion of State Lands must be
submitted concurrently where there IS a wetland on the property
o Any required federal or state permit must be submitted concurrently or eVidence
the permit application has been submitted for review
o Where any grading, filling or excavating IS proposed With the development, a Land
and Drainage Alteration permit must be submitted prior to development
o Where applicable, any Discretionary Use or Variance as speCified In SDC 5 9-100
and 5 21-100 PRE-SUBMITTAL REC'O
MAY 2 2008
o An Annexatlo.. application, as specified In SDC ~ ,-lOa, where a development is
proposed outside of the City limits but within the City's urban service area and can
be served by samtary sewer
o All public improvements proposed to be Installed and to include the approximate
time of installation and method of financing
PRE-SUBMITTAl REC'O
MAY 2 2008
, ,
CITY OF SPRINGFIELD
VICINITY MAP
PRE2008-00026
2095 5th Street
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Map 17-03-26-24
Tax Lot 4300
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MAY 22008
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NARRATIVE
FOR THE
GRIFFIN CLUSTER SUBDIVISION
PRE.SUBMITTAL REC'O
MAY 2 Z008
This applicatlon IS a proposal to create an 11 lot cluster subdlVlSlOn at 2095 5th Street
(Tax Map 17-03-26-24, Tax Lot 4300) Currently, the site IS developed With a srngle-famlly
house, garage, two sheds and pump-house, all bUlldrngs are to be removed In conformance With
the Low Density Resldentlal classificatIOn of the Site, all parcels Will eventually be developed
With single fmmly homes and town-homes
Since 5th Street IS fully Improved, no off-Site unprovements are necessary now or In the
future In order to meet the rmmmum nght-of-way Width of 35'for a minor arlenal, a future
nght-of-way dedlcatlon of 5' IS proposed from the current nght-of-way line for 5th Street A
proposed JOint UtllIty Trench along the north property line Will connect cable,
telecommurucatlOns and power to all lots A proposed Irrevocable JOint Use Access dnveway
w1ll be 20' Wide and Will meet fire code An emergency velncle turnaround IS proposed Wlthm
the dnveway The fire hydrant located at the southwest comer of 5th Street and "T' Street Will
serve Lots 1-9 and the fire hydrant located on Northndge Avenue, between 6th Street and 8th
Street, Will serve Lots 10 and 11, as noted on the tentatlve subdIVisIOn map For emergency
purposes, a proposed 5' PublIc Emergency Access Easement wIll be located along the north
property Irne of Lot 11, allowmg access from the fire hydrant on Northndge Ave to Lots 10 and
11
The proposed storm water treatment system Will COnsiSt of a grassy swale and dual
chambered catch basin At least fifty percent of the dnveway and parking area runoff Will dram
to a grassy treatment swale in the southern open area, and routed to an eXlstlng storm manhole at
the north edge of the property The remmrung runoff Will dram Into a two chamber catch basrn
and then routed to the same eXlStlng storm manhole The Stormwater Management Plan and
Dramage Study IS Included With tins subrrutta1 package
We are proposing the Gnffin Cluster SubdiViSion as a phased project The tentatlve
schedule for completing phases of the subdiviSIOn IS as follows
Phase Year
1 2009
2 2010
3 2011
These phases Will proceed as market conslderatlons dictate, winch could affect adjustment In the
tentatlve phasing plan An extensIOn may be reqUITed In a slow market The deSign goal for the
Gnffin Cluster SubdiVISIOn IS to construct Lots 1-4, a portIon of the dnveway and utllitles to
serve Phase 1 The followmg Lots 5-7, a further segment of the dnveway and utilIty
constructlon Will be completed With Phase 2 The remammg Lots 8-11, dnveway and utllitles
Will be completed With Phase 3 This phasing strategy Will allow opporturuty for the applicant to
project attamable development wlnle marntaJ.rung a budget for constructIOn costs The applIcant
understands for a phase to be approved for tentatlve subdiVISion, on-site publIc and pnvate
Improvements must be suffiCient to accommodate each phase, and capacity of all publIc facilltles
must be adequate to serve each phase
The proposed subdIvlSlon layout was deSigned to preserve as many slgrnficant trees as
poSSible, especially the cluster Wlthm Phase 2 We antiCipate removal of 5 trees Will occur
dunng bUilding constructIOn of the dnveway and future town-home constructIOn rn Phase I
The CIty of Spnngfield Code reqUITes 2 parkmg spaces per dwellmg umt The apphcant
proposes 2 spaces per dwellmg umt for the five smgle-famJly detached umts For the attached
townhouse umts, apphcant proposes a total of 6 parkmg spaces for the four townhouse umts
frontmg 5th Street and 4 parkmg spaces for the two townhouse umts frontmg the Jomt access
dnveway Tb1s would be a reductIOn of 2 spaces Based on ITE's Parkmg GeneratIOn (3rd
EdItIOn), the average peak penod parkmg demand IS I 46 ve!ucles parked per dwelhng umt for
townhouses (Land Use Group 230)
The Lane County Soll Survey shows the sIte as havmg Salem-Urban Land Complex
(119) The Soil Survey mdlcates that Salem-Urban Land Complex has a !ugh water table greater
than 6 feet Tb1s umt IS used mamly as homesltes and for urban development It IS also used for
yards and open areas between bUlldmgs
Tb1s project does not requue any addltJonal plannmg apphcatlOns
PRE-SUBMITTAl REC'O
MAY 2 Z008
BUILDING PLANNING
R319 1 4 Wood columns Wood columns shall be approved
wood of natural decay resIstance or approved pressure-pre-
servatlve-treated wood
ExceptIons
I Columns exposed to the weather or 10 basements
when supported by concrete piers or metal pedes-
tals projectmg I lOch (25 4 10m) above -aconcrete
floor or 6 mches (152 mm) above exposed earth
and the earth IS covered by an approved ImpervI-
ous mOisture bamer
2 Columns 10 enclosed crawl spaces or unexcavated
areas located wlthm the penphery of the bUlldmg
when supported by a concrete pier or meta! pedes-
ta! at a heIght more than 8 mches (203mm) from
exposed earth and the earth IS covered by an Imper-
VIOUS ffiOlsture bamer
R319 1 5 Exposed glued-Iammated tunbers The portIOns
of glued-Iammated umbers that form the structural supports
of a buIldmg or other structure and are exposed to weather
and not properly protected by a roof, eave or sHnIlar covenng
shall be pressure treated WIth preservatIve, or be manufac-
tured from naturally durable or preservaUve-treated wood
R3192 Quahty mark Lumber and plywood reqUIred to be
pressure-preservative-treated III accordance WIth SectIOn
R319 I shall bear the qUalIty mark of an approved mspectIon
agency that mamtams conUnumg superviSIOn, testIng and
mspectIon over the quality of the product and that has been
approved by an accredItatIOn body that complIes WIth the
reqUIrements of the Amencan Lumber Standard Comnuttee
treated wood program
R3192 1 Reqmred mformatlon The reqUIred qualIty
mark on each pIece of pressure-preservauve-treated lumber
or plywood shall contam the followmg mformatIOn
I IdentlficaUon of the treatmg plant
2 Type of preservatIve
3 The mmrmum preservative retentIon
4 End use for wluch the product was treated
5 Standard to whIch the product was treated
6 Identtty of the approved mspectIon agency
7 The deSIgnatIOn "Dry," If applIcable
ExceptIOn QUalIty marks on lumber less than I
lOch (25 4 mm) n01l11nal thIckness, or lumber less
than n01l11nallmch by 5 mches (25 4 mm by 127
10m) or 2mches by 4mches (51 mm by 102 mm)
or lumber 36 mches (914 10m) or less 10 length
shall be applIed by stampmg the faces of extenor
pIeces or by end labelIng not less than 25 percent
of the pIeces of a bundled urnt
II R319 3 Fasteners Fasteners and washers for pressure-preser-
vatIve and fire-retardant-treated wood shall be of hot-dIpped
zinc-coated galvamzed steel. stamless steel, sIlIcon bronze or
copper The coatIng weIghts for zlOc-coated fasteners shall be
10 accordance WIth ASTM A 153
Exceptions
3-36
lOne-half-lOch (12 7 nun) dIameter or larger steel
bolts
2 Fasteners other than nads and tlmber nvets shilll be
penrutted to be of mechanICally depOSIted ZIOC-
coated steel WIth coatmg weIghts 10 accordance With
ASTM B 695, Class 55, mInImUm
SECTION R320
PROTECTION AGAINST
SUBTERRANEAN TERMITES
Not adopted by the State of Oregon
SECTION R321
SITE ADDRESS
R3211 PremIses Identification Approved numbers or
addresses shall be proVIded for all new bUlldmgs 10 such a POSI-
tIOn as to be plamly VISIble and legIble from the street or road
frontIng the property
SECTION R322
ACCESSIBILITY
R322 1 Scope Dwellmg UnIts reqUIred to be acceSSIble by <
ORS 447231 shall comply With Chapter II of the BUlldmg
Code as applIcable
SECTION R323
ELEVATORS AND PLATFORM LIFTS
R323 1 Elevators Where proVIded, passenger elevators, 1110-
Ited-use/ll1l11ted-applIcauon elevators or pnvate reSIdence ele-
vators shall comply With ASME A 17 I
R323 1 I Pernuts Pursuant to the Elevator Safety Laws,
ORS Chapter 460, an applIcatIon, plan revIew and penrut
for elevators, dumbWaIters, vertIcal and mclIned wheelcharr
lIfts, and staIrway chaIr lIfts, mstalled 10 pnvate reSIdences,
must be obtaIned from BuIldmg Codes DIVISIOn, Elevator
Safety Program (ORS 460 035)
R323 2 Platform lIfts Where proVIded, platform lIfts shall
comply WIth ASME AI8 I
R323 3 AcceSSIbIlIty Elevators or platform hfts 10 covered <
mullIfarmly dwellIngs shall comply With Chapter II of the
BUlldmg Code <
SECTION R324
FLOOD-RESISTANT CONSTRUCTION
R324 1 General BUlldmgs and structures constructed 10
whole or 10 part 10 flood hazard areas (mcludmg A or V Zones)
as IdentIfied by the 10caljunsdlctIOn shall be deSIgned and con- <
structed In accordance WIth the proViSIOns contaIned m thIS
sectIOn
ExceptIon' BUIldIngs and structures located In whole or In
part In IdentIfied floodways as establIshed by the localjuns- <
dictIon shall be deSigned and constructed as stIpulated In the
2008 OREGON RESIDENTIAL SPECIAL TV CODE
2 2 By sohd fire blockmg m accordance WIth
SectIon R602 8,
23 By protectmg both boxes WIth hsted putty
pads, or
2 4 By other hsted matenals and methods
3 The annular space created by the penetratIon of a
fire spnnkler provIded It IS covered by a metal
escutcheon plate
R31732 1 AddItIonal townhouse membrane pene-
tratIon reqlllrements Membrane penetratIons m town-
hOllse fire-reSIStIve extenor walls, pnvaey walls and
mdlVldual townhouse separatIon walls are allowed as
provIded m SectIOn R317 2
ExceptIOns Membrane penetratIOns III townhouse
fire-resIstance-rated walls
1 Shall be protected WIth a hsted penetratIOn
fire-stop system rated for a Ill1rumum of2 hours
when the penetratIOn IS III a common "modi-
fied" 2-hour frre-reslstance-rated wall
2 May have the mInImUm separatIon dIstance of
24 mches (610 mm) between electncal boxes
reduced when mstalled m accordance WIth FIg-
ure R317 3 2 I Cl and C2
3 For large boxes such as washer connectIOns,
electncal panels and wall heaters may be
mstalled where the fire protectIon extends
behmd the box m accordance WIth FIgures
R317321 BandC2
4 Starr stnngers shall be m accordance WIth Sec-
tIOn R317 2 2
>
SECTION R318
MOISTURE CONTROL
R318 1 Vapor retarders In all framed walls, floors and
roof/ceIlmgs compnsIng elements of the buIldIng thermal
envelope, a vapor retarder shall be Installed on the warm-
m-wmter SIde of the InsulatIon
ExceptIons
In constructIon where mOIsture or freezmg WIll not
damage the matenals
2 Where the framed cavIty or space IS ventIlated to
allow mOisture to escape
R3182 MOISture content Pnor to the mstallatlOn of mtenor
fImshes, the bUlldmg offiCIal shall be notIfied m wntmg by the
general contractor that all mOIsture-sensItIve wood frammg
members used III constructlOD have a mOIsture content of not
more than 19 percent of the weIght of dry wood franung mem-
bers
SECTION R319
PROTECTION AGAINST DECAY
R319 1 LocatIon reqlllred ProtectIOn from decay shall be
proVIded m the followmg locatIOns by the use of naturally
2008 OREGON RESIDENTIAL SPECIAL TV CODE
BUILDING PLANNING
durable wood or wood that IS preservauve treated In accor-
dance WIth AWPA VI for the speCIes, product, preservatIve
and end use PreservatIves shall be lIsted m SectIOn 4 of
AWPA VI
I Wood JOISts or the bottom of a wood structural floor
when closer than 18 mches (457 mm) or wood grrders
when closer than 12 mches (305 mm) to the exposed
ground m crawl spaces or unexcavated area located
wlthm the penphery of the bUlldmg foundatIOn
2 All wood franung members and sIll plates m contact WIth II <
concrete or masonry foundatIon walls <
3 SIlls and sleepers on a concrete or masonry slab that IS m
drrect contact WIth the ground unless separated from
such slab by an ImpervIOUS mOIsture barner
4 The ends of wood grrders entenng extenor masonry or con-
crete walls havmg clearances of less than 0 5 mch (12 7
mm) on tops, SIdes and ends
5 Wood Sldmg, sheathmg and wall frammg on the extenor
of a bUlldmg havmg a clearance ofless than 6 mches (152
mm) from the ground
6 Wood structural members suppOrtIng mOIsture-perme-
able floors or roofs that are exposed to the weather, such
as concrete or masonry slabs, unless separated from such
floors or roofs by an ImpervIOUS mOisture bamer
7 Wood fumng stnps or other wood franung members
attached drrectly to the mtenor of extenor masonry walls
or concrete walls below grade except where an approved
vapor retarder IS applIed between the wall and the fumng
stnps or franung members
R319 11 FIeld treatment Field-cut ends, notches and
dnlled holes of preservative-treated wood shall be treated m
the field m accordance WIth AWPA M4
R319 1 2 Ground contact. All wood m contact WIth the
ground, embedded m concrete m drrect contact WIth the
ground or embedded In concrete exposed to the weather that
supports permanent structures mtended for human occu-
pancy shall be approved pressure-preservative-treated
wood SUitable for ground contact use, except untreated
wood may be used where entrrely below groundwater level
or contmuously submerged m fresh water
R319 1 3 GeographIcal areas In geographIcal areas
where expenence has demonstrated a speCIfic need,
approved naturally durable or pressure-preservative-treated
wood shall be used for those ponlOns of wood members that
form the structural supports ofbUlldmgs, balcomes, porches
or smular permanent bUlldmg appunenances when those
members are exposed to the weather Without adequate pro-
tectIon from a roof, eave, overhang or other covenng that
would prevent mOisture or water accumulatIon on the sur-
face or at Jomts between members DependIng on local
expenence, such members may mclude
Honzontal members such as grrders, JOISts and deck-
mg
2 Verucal members such as posts, poles and columns
3 Both honzontal and verucal members
-
3-35
BUILDING PLANNING
13 There IS a mmlmum of 3 feet (914 mm)
from the extremIty of the roof to the exte-
nor property Ime or an assumed property
Ime on all SIdes except for street fronts
2 As speCified elsewhere m tins code for town-
houses located 10 areas detenruned by the Junsdlc-
hon to be "WIldfIre Zones," the separatIOn
distances between vegetatIOn and bUlldmg shall be
per local ordmance Regardless of whether the
dwelhng UUltS are designed mdependently or as a
smgle bUlldmg, the nuUlmum roof covenng clasSI-
ficatwn shall be not less than Class B or as requIred
by the ORS 215 730
R317 2 12 Dwelhng UUlt egress Each mdlVldual town-
house shall have a means of egress system m comphance
WIth SectIOn R311 Such means of egress system shall be a
structurally mdependent eXit way havmg a mlUlmum clear
WIdth of 3 feet (914 mm)
R317213 AdaptabIlIty/accessIbility. Where the project
mcludes four or more contIguous mdlvldual townhouses,
one or more of wl11ch IS smgle story, the Farr Housmg Act
and BUIldmg Code Chapter II requIrements for adaptablhty
apply Ground-level, smgle-story townhouses shall be made
adaptable Any common use faclhhes such as a pool, club
house or management office shaIl be made acceSSIble m
accordance With Chapter II of the BUIldmg Code
R317 3 Rated penetrabons Penetratwns of waIl or floor/cetl-
rng assemblIes reqUITed to be fire-reSIstance rated 10 accor-
dance WIth Sectwn R317 I or R317 2 shall be protected m
accordance WIth tlus sectlon
>
R317.3 1 Tbrough penetrabons Through penetrauons m
fire-resistive extenor waIls, pnvacy walls and mdlVldual
townhollse separatIOn walls are not permItted m townhouse
structures In other than a townhouse structure, through
penetranons of fire-resIstance-rated wall or floor assem-
bhes shaIl comply WIth SecUon R317 3 I I or R317 3 I 2
Excepbon Where the penetraung Items are steel, fer-
rous or copper pIpes, tubes or condUits, the annular space
shall be protected as follows
In concrete or masonry wall or floor assemblIes
where the penetratmg Item IS a maxImum 6 mches
(152 mm) nonunal diameter and the area of the
openmg through the waIl does not exceed 144
square mches (92 900 mm'), concrete, grout or
mortar IS penrutted where mstalled to the full
thlcleness of the waIl or floor assembly or the thIck-
ness reqUITed to mamtaIn the fire-resIstance ratmg
2 The matenal used to fill the aimiilar space shaIl
prevent the passage of flame and hot gases suffi-
CIent to Igmte cotton waste where subjected to
ASTM E 119 time temperature fire condlUons
under a mInImUm pOSItive pressure differential of
o 0 I lOch of water (3 Pal at the locauon of the pen-
etratwn for the tune penod eqUlvalent to the fIre
resistance ratmg of the construction penetrated
3-34
R317 3 11 FIre-reSIstance-rated assembly Penetra-
Uons shall be mstalled as tested m the approved fire-
resistance-rated assembly
R317.312 Penetrahon firestop system PenetraUons
shaIl be ,,,v,cc~d hy an approved penetrahon firestop
system mstalled as tested m accordance WIth ASTM E
814 or UL 1479, WIth a nummum posmve pressure dlf-
ferenual of 0 01 mch of water (3 Pal and shall have an F
raung of not less than the reqUlred fire-resIstance raung
of the wall or floor/celhng assembly penetrated
R3173 2 Membrane penetrations Membrane penetra- II
Uons m townhouse structures shall comply WIth tins secUon
and SecUon R317 3 2 I Membrane penetratIons shall com-
ply WIth SecUon R317 3 I Where walls are reqUITed to have
a fire-reSistance rating. recessed fixtures shall be so
mstalled such that the reqUITed fire reststance will not be
reduced
Excephons
Membrane penetrations of maximum 2-hour
fire-resIstance-rated walls and partlUons by steel
electncal boxes that do not exceed 16 square Inches
(00103 m ') m area proVided the aggregate area of
the opeUlngs through the membrane does not
exceed 100 square mches (00645 m') In any 100
square feet (9 29 m') of waIl area The annular
space between the wall membrane and the box shaIl
not exceed II, mch (3 I mm) Such boxes on oppo-
sIte Sides of the waIl shall be separated as follows
I I By a honzontal distance of not less than 24
mches (610 mm) except at waIls or parti-
tions constructed usmg paraIlel rows of
studs or staggered studs,
I 2 By ahonzontal dIstance of not less than the
depth of the wall cavIty when the wall cav-
tty IS fIlled WIth cellulose loose-fill,
rockwool or slag nuneral wool msulatwn,
I 3 By sohd fIre blockmg m accordance With
SecUon R602 8 I,
I 4 By protecUng both boxes With hsted putty
pads, or
I 5 By other hsted matenals and methods
2 Membrane penetratwos by lIsted electncal boxes
of any matenals proVIded the boxes have been
tested for use m fIfe-reSistance-rated assemblies
and are mstalled m accordance With the mstruc-
hons mcluded 10 the lIstmg The annular space
between the wall membrane and the box shall not
exceed '/, mch (3 I mm) unless hsted otherwtse
Such boxes on opposIte SIdes of the wall shall be
separated as follows
2 I By a honzontal dtstance of not less than 24
mches (610 mm) except at waIls or partI-
Uons constructed usmg parallel rows of
studs or staggered studs,
2008 OREGON RESIDENTIAL SPECIAL TV CODE
R3172 7.1 Fire-resistance-rated construclion due to
locatIOn on property Town extenor walls, pnvacy
walls, common townhouse separalion walls, extenor
starrways, porches, porch covenngs, decks, roofs and
projectIons located Wlthm 3 feet (914 mm) of a common
or extenor property Ime shall be flTe-reslstance rated and
constructed 10 accordance wIth thIS section
Exceplion Walls onented perpendicular to a com-
mon property Ime need not be fire-reSIstance-rated
construcnon and may have unprotected opemngs
R317 2 7 11 FIrewall construclton Extenor walls,
pnvacy walls, common townhouse separatIon walls
shall be parallel to the common property Ime and be of
fire-resiStance-rated constructIOn Such walls shall be
of the types listed 10 SectIOn R317 2 or other listed,
tested assemblies that proVIde an eqUIvalent flTe pro-
tectIon ratmg
R3172 7 2 FIre-resIstive rated proteclton for canltle-
vered ltvmg areas Cantllevered IIvmg areas shall be
protected by one of the followmg methods
1 In the case where one cantIlever IS adjacent to
another canl1lever, and both are wltlnn 3 f~et (914
mm) of the common property line, a smgle I-hour
flTe-reslstance-rated townhouse separatIOn wall
shall be proVIded for each cannlever The town-
house separatIOn walls shall extend out at least to
the farthest pomt where the cantllevers are adJa-
cent
2 In the case where one cannlever abuts another
adjacent cannlever at a common property line,
either two i-hour fIre-resIstance-rated walls or a
"modIfied" 2-hour fue-reslstance-rated common
dwelling umt separatIOn wall shall be proVIded
The townhouse separanon wall shall extend out to
the farthest pomt where both cantIlevers are adja-
cent
3 In the case where there IS no adjacent cantIlever, a
I-hour flTe-reslstance-rated extenor wall shall be
proVIded The extenor wall shall extend out to the
farthest pomt of the cantIlever
The fire-reSIstance-rated walls requlTed 10 Items I through 3
shall be contInuous from the foundanon to the roof sheatlnng
when the rooflcellmg assembly IS constructed 10 accordance
WIth SectIon R317 2 4 I When the roof/ceIimg assembly IS
not constructed 10 accordance WIth SectIon R317 2 4 I, the
wall shall tennmate 10 a parapet constructed 10 accordance wIth
SectIOn R317 2 3
Exceplions
CantIlevers may be unprotected when each mdlVldual
townhouse IS proVIded wIth a fire suppression system
10 accordance With NFP A 13D
2 The extensIOn of fire-reSistance-rated walls beneath
the cantIlever may be ooutted, provldmg the extenor
wall perpendIcular to the common property line IS
2008 OREGON RESIDENTIAL SPECIAL TV CODE
BUILDING PLANNING
I-houf fire-reSIstance-rated constructIOn for a diS-
tance of 4 feet (1220 mm) each SIde of the common
property line from foundatIOn to the bottom of the
canl1lever FoundatIOn vents shall not be located
wltlnn 4 feet (1220 mm) of the common property line
The soffited area under the canl1lever shall have not
less that I-hour fire-reSIstance-rated protectIOn for a
distance of at least 4 feet (1220 mm) each SIde of com-
mon property line Where the cantIlever projects less
than 4 feet (1220 mm) from the face of the bUlldmg,
the prohIbitIOn of opemngs and the flre-resls-
tance-rated wall and soffit constructIon perpendicular
to the common property line need extend only for a
distance equal to the projectIon of the cantIlever
R317 2 7 3 Opemngs Opemngs m fire reslslive extenor
walls, pnvacy walls, and lOdlvldual townhouse separa-
tIOn walls are not penDItted
R317 2 8 Dwelling umt and garage separaltons Town-
house dwellmg umts shall be separated from attached
garages m accordance wIth SectIon R309 PlastIc penetra-
tIOns shall comply WIth Interprelive Ruling 92-5B
R31729 Intenor duct and vent chase penetralions of
floor/ceIlmg assemblies Gas vents, ducts, plpmg and fac-
tory-bullt chunneys that extend through not more than two
floors need not be enclosed proVided the opemngs around
the penetratIOns are flTe-stopped at each floor
Exceplton BW gas vents lOstalled 10 accordance wIth
their IIstlOg
R3172 10 FoundatIOn and fooltng constructIOn A sm-
gle footIng and foundatIOn wall may be deSIgned and con-
structed for common property hne walls m accordance WIth
thIS sectIon, Figure R317 2 10 and Chapter 4 of tins code
Through penetratIons of the foundatIon across a common
property line are not permilled If requlTed by local condi-
tIons, fOOling drams, ram drams and low polOt under-floor
dramage shall be proVIded and dramed to an approved loca-
lion 10 accordance WIth the bulldmg and plumbmg codes
and local ordmances
R3172 11 Roofcovenngs In addItIOn to the reqUIrements
of Chapter 9 of tins code, structurally lOdependent town-
houses shall be proVIded WIth a oummum Class C roof cov-
enng and structurally dependent townhouses shall be
proVIded WIth a oummum Class B roof cove,;,ng
ExceptIons
Structurally dependent townhouses may use Class
C roof covenngs when all of the followmg condi-
tIOns are met
I I The bUlldmg IS not more than two stones 10
height, and
I 2 The bmldmg does not have more than
6,000 square feet (557 m2) of projected
roof area, and
3-33
BUILDING PLANNING
TABLE R317 2 4 4
STRUCTURAL PROJECTIONS WITHIN 3 FEET OF ANV PROPERTY LNE
PARAPET OR MAXIMUM ONE-HOUR
RELATIONSHIP OF EAVE MAXIMUM _ ROOF PROJECTION RATED
EAVES, RAKES, CORNICES & FASCIA/BARGE TO VENTILA T10N LENGTH OF PROTECTION LENGTH BEYOND PROTECTION
SIMILAR PROJECTIONS. PROPERTY LINE PERMITTED PROJECT10N REOUIRED PROPERTY LINE REQUIRED
Enclosed
With Roof Frarmng Perpendicular Parallel No 12" mwumum Ves 12' maximum Ves
to PropertY Lme
Unenclosed
With Roof Frammg Perpendicular Parallel No 12 maxnnum Ves 12' maXImum No
to Property Lme
Enclosed
With Roof Frammg PerpendIcular No 24" maximum No 12" maximum Ves
Parallel to Prooerty Lme
Unenclosed
With Roof Franung PerpendIcular Ves 24 maximum No 12' maximum No
Parallel to Pronerty Lme
ForSI Imch=254mm
*Does not apply to extenor balcomes
R317 2 4 4 Eaves, COrnIces and snndar projectIons
ProjectiOns located less than 3 feet (914 mm) from a
common property lme shall be m accordance With t1us
sectIOn Structural projectIOns such as enclosed eaves
and cornIces located wlthm 3 feet (914 mm) of a com-
mon property Ime shall be constructed In accordance
WIth the Table R317 244 In the case where projections
extend beyond the common property Ime onto an adja-
cent property, appropnate easements and maIntenance
agreements shall be Implemented as descnbed m SectiOn
R317 2 I Projections WIthin 3 feet(914mm) ofanexte-
nor common property Ime shall be In accordance With
SectlOn R302 I
>
R317 2 5 Structnral deSIgn approach Townhouse struc-
tures shall be pemutted to be deSigned as structurally
dependent structures, structurally mdependent structures or
a combinatiOn of both
R317 2 5 1 Lateral force analYSIS A lateral force anal-
YSIS shall be subnntted at the time of appl1catlon when
townhouses or the portIons of townhouses are deSIgned
according to the accepted engmeenng pnnclples as
eIther structurally mdependent or structurally depend-
ent Townhouse structures deSIgned usmg only the pre-
scnptlve prOVISIOns of thIs code are exempt from thIS
reqmrement BuddIng components provIdmg lateral
reSistance shall be IdentIfied and detaIled m the construc-
tIOn draWIngs
>
R3172S2 Structural Independence. Townhouses
deSigned and constructed as structurally mdependent In
accordance WIth the prescnptlve proVISIOns of thIS code
are penrutted to share the followmg elements
Foundations supportIng extenor walls or com-
mon walls and monolIlhIC grade beam footmgs
2 Structural roof and wall sheatlung from each
umt may fasten to the common wall frannng
>
"
3-32
These elements shall be edge naIled at each Side II
of the common property lme
3 Nonstructural wall covenngs
4 Flashmg at tenmnatlon of roof covenng over
common wall
5 ModIfied 2-hour or a common 2-hour II
fue-reslstance-rated wall as prOVided In Sec-
tlOn R317 2
6 Soffit enclosures
7 Cncket frannng
8 Roof covenng
9 Gutters and downspouts
10 Porches and stam
II Porch covenngs
PortiOns of structurally mdependent townhouse struc-
tures deSIgned m accordance WIth accepted engmeenng
practice shall proVIde mdependent vertIcal and lateral
load resisting systems for such deSIgned portIons See
FIgure R317 2 5
R317 2 5 3 Structnral dependence Structurally
dependent townhouse structures shall be deSIgned In
accordance WIth the accepted engmeenng practIce Por-
tiOns of structurally dependent townhouse structures are
penmtted to be constructed according to the prescnptlve
proVISIons of thIS code See FIgure R317 2 5
R317 2 6 FIre snppresslOn system reqmrements Noth-
mg m t1us code shall requIre automatIc fire suppressiOn sys-
tems to be mstalled In townhouses An automatic fire
suppreSSiOn system may be reqUIred by local ordmances
pertalnmg to fire flow, fire department access, etc When
proVIded, fire suppressiOn systems shall be Installed In
accordance WIth NFPA 13D
R317 2.7 Flre.resIStance-rated walls and cantIlevers,
2008 OREGON RESIDENTIAL SPECIALTY CODE
slopes toward a parapet at slopes greater than two uruts
vertIcalm 12 uruts honzontal (16 7-percent slope), the
parapet shall extend to the same heIght as any portIon of
the roof warun a dIstance at 3 feet (914 mm), but m no
case shall the heIght be less than 30 mches (762 mm)
R317 2 4 Roof constructIon In addItIOn to the requrre-
ments of Chapter 8 of thIS code, townhouse structures shall
comply WIth thIS sectIOn for fire-resIstance-rated roof/ceIl-
Ing constructIon, roof/ceIlmg penetratIOns and cncket con-
structIOn ProjectIons of eaves, cornIces and surular
components shall comply WIth SectIOn R317 2 4 4
R317 2 41 FIre-resIstance-rated roof/celhng con-
struction Roof/ceIlIng assemblIes mtersectlOg
fire-resIstance-rated extenor walls may be of nonrated
constructIOn Roof I celhng assembhes mtersectmg com-
mon fire-resIstance-rated mdIvldual townhouse umt
separalIon walls and pnvacy walls assocIated wIth porch
covers and decks may comply wIth SeclIon R317 2 3 or
be constructed In accordance With thIS sectIon
I A roof/ceIlmg assembly wIth franung onented
perpendIcular to a I -hour wa1l sha1l be constructed
m accordance WIth FIgure R317 2(a) The roof
sheathmg shall be eIther frre-retardant treated ply-
wood or have a nnnunum of 'I, mch (15 9 mm)
Type X gypsum board msta1led under the standard
plywood sheatlung for a nnrumum honzontal dIS-
tance of 4 feet (1220 mm) from the common prop-
erty hne
2 A roof/ceIlmg assembly WIth franung onented
parallel to a I-hour wall shall be constructed m
accordance WIth FIgure R317 2(b)
3 A roof/ceIlmg assembly WIth franung onented
perpendIcular to a "modIfied" two-hour common
wall shall be constructed In accordance With Fig-
ure R317 2(c) The roof sheathmg sha1l be eIther
frre-retardant-treated plywood or have a nurumum
of 'I, mch (IS 9 mm) Type X gypsum board
mstalled under the standard plywood roof sheath-
mg for a nnmmum honzontal dIstance of 4 feet
(1220 mm) from the common property Ime
4 A rooflcelhng assembly WIth frammg onented
parallel to a "modIfied" two-hour common wall
shall be constructed m accordance WIth FIgure
R317 2(d)
5 As an alternate to Items I through 4, the entIre ceIl-
mg of the upper story shall be protected through-
out WIth two layers of 'I, mch (15 9 mm) Type X
gypsum board as requrred for a I-hour fIfe-resIS-
tant roof/cetlmg assembly Where roof frannng IS
parallel to a common townhouse separatIon wall,
a I-hour attIc enclosure "mushroom" may be con-
structed accordmg to FIgure R317 2 4 I and the
two layers of 'I, mch (159 mm) Type X gypsum
board on the cetlmg may tenmnate at the outsIde
vertIcal edge of the "mushroom"
2008 OREGON RESIDENTIAL SPECIAL TV CODE
BUILDING PLANNING
R317 2 4 2 Rooflcellmg penetratIons Membrane pen-
etralIons of the frre-reSIStance-rated cellmg requrred by
SeclIon R317 2 4 I shall be protected by an approved
penetralIon fire stop system m accordance WIth SeclIon
R317 3 I I and the Buddmg Code SeclIons 711 and 712
Through penetratmg Items shall be enclosed wlthm a
shaft constructed m accordance WIth the BUlldmg Code
Skyhghts, mecharucal and plumbmg vents, allIc vents,
solar collectors and slnnlar penetralIons of the roof are
not pernnlIed wlthm 4 feet (1220 mm) of the common
property hne
ExceptIons
Chmmeys may penetrate roofs wltlun 4 feet
(1220 mm) of a common property hne when a
spark arrestor IS Installed at the termInus
Where factory-bUIlt chimneys are located
wltlun 4 feet (1220 mm) of a common property
hoe, they shall be enclosed wlthm I-hour-rated
shafts constructed In accordance With SectlOn
707 of the BUIldmg Code Such a shaft must
extend from where the factory-bUIlt chunney
first penetrates a frre-reslstance-rated wallar
cellmg and must conlInue to the uppermost ter-
mmallon of the clumney
2 Unprotected factory-bullt chunneys and other
unprotected penetrallons are allowed wIthm 4
feet (1220 mm) of common property hnes
when parapets are provIded m accordance WIth
Secllon R317 2 3
R317 2 4 3 CrIcket constructIon Where cnckets are
mstalled, one of the followmg methods of construcllon
shall be used
I In the case where cnckets are 30 mches (762 mm)
or less III height, the common fIfe-reSIstive town-
house separatIon wall may termmate at the under-
lYIng roof sheathIng The underlYIng roof
sheatlung shall be protected WIth eIther fire-retar-
dant-treated plywood or have a mmlmum of 'I,
mch (IS 9 mm) Type X gypsum board mstalled
under the standard plywood roof sheathmg for the
full extent of the cncket, but not less than 4 feet
(1220 mm) measured honzontally from the com-
mon property Ime There shall be no operungs m
the roof sheathmg under the cncket See FIgures
R317 243 (a) and (b)
2 In the case where cnckets greater than 30 mches
(762 mm) m heIght are prOVided, the common
fire-reSistIve townhouse separallon wall shallBextend to the cncket roof sheathmg, and the cncket
roof sheathmg shall be protected With eIther
frre-retardant-treated plywood or have a nnmmum
of 'I, mch (IS 9 mm) Type X gypsum board
mstalled under the standard plywood roof sheath-
mg for a nnrumum honzontal dIstance of 4 feet
(1220 mm) on each Side of common property hne
There shall be no openmgs III the cncket sheath-
Illg See FIgure R317 2 4 3(c)
3.31
BUILDING PLANNING
openmgs from the foundal1on to the under-
sIde of the porch roof sheathmg When
mdlvldual townhouses are stepped, no
openmgs shall be allowed m the founda-
lIon WItlun 4 feet (1220 mm) of the prop-
erty hne
4 2 Where a porch cover projects less than 4
feet (1220 mm) from the face of the budd-
mg, the adjacent bUIldmg walls and porch
roof may be protected for a dIstance equal
to the dIstance the porch cover projects
43 The porch cover may be open-frame con-
struclIon When fully enclosed, the ceIhng
shall be of not less than I-hour fire-resls-
lIve constructIOn (See FIgure R317 2 2 2 )
4 4 Enclosed attIc space shall be separated at
the common property Ime WIth eIther two
I-hour separatIOn walls or one common
modIfied 2-hour townhouse separatIOn
wall
4 5 The parapet may be omItted on both
open-framed and enclosed porch covers
when the roof IS sheathed WIth fire retar-
dant treated plywood or 'I, mch (16 mm)
Type X gypsum sheathmg for a honzontal
dIstance of 4 feet (1220 mm) measured
perpendIcular to the common property
hne
R317 2 2 4 FIre-reSIstance-rated construchon for
extenor staIrways, Extenor staIrS located Wlthm 3 feet
(914 mm) of a common property hne shall be of
fire-reSIstance-rated constructIOn ill accordance WIth thIS
seclIon (See FIgure R317 2 2 3 )
Structurally mdependent starrs may be connected
at the common property hne WIth common treads a
mInImum of 6 feet (1829 mm) WIde of
noncombustIble or heavy tImber constructIon
2 Starrs servmg an uncovered porch that serves not
more than two mdIvIdual townhouses may cross
the common property hne Such staIrS shall be a
mmrmum of 44 mches (1118 mm) m WIdth and be
of noncombustIble or heavy lImber constructIOn
3 Starrs constructed usmg heavy tImbers shall com-
ply WIth thIS sectIOn and FIgure R317 2 2 Heavy
lImber staIr components supportmg only the starr
or landmg dead load and the hve load hsted m
Table R301 5 shall be constructed usmg the fol-
lowmg Illllllffium matenal thicknesses
3 1 Supporung posts for starrs shall be a IDllll-
mum of 6-mch (152 mm) nommal thICkness
32 Starr stnngers shall be a nummum of 4-mch
(102 mm) nonunal tluckness
3 3 JOIStS or beams supporung landmgs shall be a
nummum of 4-mch (102 mm) nonunal tluck-
ness
3-30
3 4 StaIr treads and landmg deckmg shall be a
nummum of 2-mch (51 mm) nonunal t/uck,
ness
Excephons
I Starrs located wIthm 3 feet (914 mm)
of a common property hne need not be
fITe-resIstance rated when they are not
under Cover and not over 30 mches
(762 mm) above grade
2 StaIrs may be located wIthm 3 feet
(914 rom) of a common property hne
when constructed of noncombustIble
matenaIs
R317 2 3 Parapets Parapets constructed m accordance
WIth SectIon R317 2 3 I shall be constructed for town-
houses as an extenslOll of extenor waIls or common walls III
accordance WIth the followmg
I Where roof surfaces adjacent to the wall or walls are
at the same elevatIOn, the parapet shall extend not
less than 30 mches (762 mm) above the roof sur-
faces
2 Where roof surfaces adjacent to the wallar walls are
at dIfferent elevalIons and the lugher roof IS not more
than 30 mches (762 mm) above the lower roof, the
parapet shall extend not less than 30 mches (762
mm)above the lower roof surface
ExceptIon' A parapet IS not reqUired m the two
cases above when the roof IS covered WIth a rmm ~
mum class C roof covenng, and the roof deckIng or
sheathmg IS of noncombustIble matenals or
approved fire-retardant-treated wood for a dIS-
tance of 4 feet (1219 rom) on each SIde of the wall
or walls, or one Iayerof'i,-mch (15 9 rom) Type X
gypsum board IS mstalled directly beneath the roof
deckIng or sheathmg, supported by a ffilllimum of
nommal 2-mch (51 mm) ledgers attached to the
SIdes of the roof franung members, for a IDllllmum
dIstance of 4 feet (1220 rom) on each SIde of the
wallar walls
I A parapet IS not reqUITed where roof sur-
faces adjacent to the wallar walls are at dIf-
ferent elevatIOns and the hIgher roof IS
more than 30 mches (762 rom) above the
lower roof The common wall constructIon
from the lower roof to the underSIde of the
lugher roof deck shall have not less than a
I-hour fIre-reSlstence ratmg The wall shall
be rated for exposure from both Sides
2 A parapet IS not reqUired for roofs comply- II
mg WIth sectIOn R317 2 4
R317 2 3 1 Parapet construchon Parapets shall have II
the same fire-reSIstance ratIng as that reqUlIed for the sup-
portmg wallar walls On any SIde adjacent to a roof sur-
face, the parapet shall have noncombustIble faces for the
uppermost 18 lUches (457 mm), to Include
counterflashmg and copmg matenals Where the roof
2008 OREGON RESIDENTIAL SPECIAL TV CODE
In the case where one porch or deck IS adjacent to
another porch or deck, and both are wlthm 3 feet
(915 mm) of the common property Ime, a smgle
I-hour frre-reslstance-rated pnvacy wall shall be
provIded for each porch or deck The pnvacy walls
shall extend out at least to the furthest pomt where
the porches or decks are adjacent
2 In the case where one porch or deck abuts another
adjacent porch or deck at a common property Ime,
eIther two I-hour fire-resIstance-rated walls or a
"modIfied" 2-hour fire-reSIstance-rated common
townhouse separalIon wall shall be provIded The
townhouse separatlOn wall shall extend out to the
furthest pomt where eIther porches or decks are
adjacent
3 In the case where a porch or deck 18 wlthm 3 feet
(915 mm) of a common property Ime and there IS
no adjacent porch or deck, the porch or deck shall
be either noncombustible or heavy lImber
construclIon See FIgure R317 2 2 I Heavy 11m-
ber porch components supportmg only the dead
load of the porch or deck and the h ve load hsted m
Table R301 5 shall be constructed usmg the fo1-
lowmg
3 I Supportmg posts for porches and decks shall
be a mlmmum of 6 mch (152 mm) noounal
tluckness
3 2 JOISts or beams supportmg porches and decks
shall be a ffilmmum of 4mch (102 mm) nomi-
nal tluckness
3 3 Deckmg on porches and decks shall be a mml-
mum of 2 mch (51 mm) nommal thIckness
The frre-reslstance-rated walls requrred m Items I and 2
shall be conlInuous from the foundatIon to the top of the guard-
ratl and have a oummum heIght of 36mches (914 mm) above
the porch or deck fimsh floor elevalIon Porches and decks that
extend beyond the pnvacy wall on one SIde only need not be
protected past the pnvacy wall unless they are wltlnn 3 feet
(914 nun) of a common property Ime
ExceptiOn Porches and decks WIthout a cover and located
w[tlnn 3 feet (914 mm) ofa common property Ime need not
be frre-reslstance-rated when the fimsh floor of the deck or
porch IS less than 30 mches (762 mm) above grade
R317 2 23 FIre-resIstance-rated separatIOn for
porch covers Frre-reslstance-rated protectlOn shall be
provIded for porch covers m accordance WIth thIS sec-
lIon Abuttmg porch covers attached to structurally mde-
pendent or dependent townhouses may share bmldmg
elements as allowed by SeclIons R317 2 5
In the case where one porch cover IS adjacent to
another porch cover, and both are wltlnn 3 feet (914 mm)
of the common property hne, a smgle I-hour frre-resls-
lIve pnvacy wall shall be provIded for each porch cover
The pnvacy walls shall extend out to the farthest pomt
where the porch covers are adjacent
In the case where one porch cover abuts another adJa,
cent porch cover at a common property lIne, either two
2008 OREGON RESIDENTIAL SPECIALTY CODE
BUILDING PLANNING
"
I-hour fire-resIstance-rated walls or a "modIfied" 2-hour
fire-reSistance-rated common townhouse separatIOn
wall shall be provIded The townhouse separatlOn wall
shall extend out to the farthest pomt where both porch
covers are adjacent
In the case where there IS no adjacent porch cover, a
I-hour fire-reSistance-rated extenor wall shall be pro-
VIded The extenor wall shall extend out to the farthest
pomt of the porch cover
The fire-resistance-rated walls requrred m Items I
through 3 shall be contmuous from the foundatlOn to the
roof sheathmg when the roof/ceIlmg assembly [S con-
structed m accordance With SeclIon R317 2 4 I When
the roof/cetlmg assembly IS not constructed m accor-
dance wIth SeclIon R317 2 4 I, the wall shall tenTIlnate
III a parapet constructed III accordance WIth SectIOn
R317 2 3 Porch covers separated by a fire-reSIS-
tance-rated pnvacy or dwellmg urut separalIon wall need
not be fire-resIstance rated
ExceptIOns
I A pnvacy wall need not protect porch covers
and the porch covenng need not be fire-resIs-
tance rated when each mdlVldual townhouse [S
proVIded WIth a frre suppressIon system m
accordance WIth NFPA 13D The porch cover-
mg may be open constructIon or It may be fully
enclosed when the cetlmg IS of not less than
I-hour fITe-reSIStIve constructIOn
2 A pnvacy wall need not protect a porcb cover
when the cover IS constructed entlrely of heavy
tnnber constructIon Heavy tlmber porch cover
components shall be prOVIded accordmg to the
followmg
2 I Supportmg posts for porch covenngs shall
be anunrmumof6-mch (152 mm) nOffilnal
tlnckness
22 JOtsts or beams supportmg porch cover-
mgs shall be a oummum of 4-mch (102
mm) noounal thIckness
23 Roof sheatlnng shall be a nuntffium of 2-
mch (51 mm) noounal tlnckness
The heavy lImber porch cover shall be open
constructlOn unless enclosed at the cetlmg by
not less than I-hour fire reslslIve construclIon
3 A pnvacy wall need not protect porch covers
and they may be of nonfrre-reslstance-rated
constructlOn when they project no farther than
2-feet (610 mm) from the face of the bUlldmg
4 A pnvacy wall need not protect porch covers
and they may be of nontire-reslstance-rated
constructIOn when
4 I The extenor wall of the bUlldmg perpen-
dIcular to the common property hne IS
I-hour frre-reslsttve construClIon for a diS-
tance of 4-feet (1220 mm) each SIde of
common property hne and there are no
3-29
BUILDING PLANNING
ments shall be attached to the mamtenance agree-
ment
Pnor to recordmg at the County Recorder's office, the maIn-
tenance agreement shall be reviewed and approved by the
bUlldmg official In cases where mdlVldual townhouses are
separated by real property hnes and are structurally dependent,
the bUlldmg offiCIal shall coslgn the mamtenance agreements
and reqUIre that the recorded ease-ments and- mamtenance
agreements not be modified or suspended WIthout bUlldmg
offiCIal approval Unless otherwIse approved by the bUlldmg
OffiCial, the applIcant shall provIde a copy of the recorded ease-
ments and mamtenance agreements to the bUlldmg offiCIal
pnor to Issuance of the buIidmg penrut Mamtenance agree-
ments and easements shall be recorded for each dwellmg urnt
and the book and page number provided to the JunschctIon
havmg authonty
Mamtenance agreements shall mclude, but not be 11lIuted to,
the followmg mformatIon
I Names and contact mformatIon of the property owners
mcluded m the mamtenance agreement,
2 PhYSIcal address and map and tax lot number of the
affected properties,
3 A detillled IIstmg of common or shared structural ele-
ments such as common foundatIOns, common or shared
fire walls, porches and porch covenngs, and projectIOns
crossmg real property lInes, roofing or extenor firush
matenals, lateral force reslstmg systems m the case of
structurally dependant townhouses, and common or
shared utlhtles and servIce eqUIpment,
4 A statement of responsibility, mcludmg dutIes and shar-
mg of cost for the mamtenance and reparr of common or
shared flrewalls separatmg mdlvldual townhouses,
attached garages, porches and decks, and porch cover-
mgs,
5 A descnptlOll of easements, common areas, surface
dramage proVIsIons and on-sIte Improvements,
6 Possible enforcement actIOns by the bUlldmg offiCIal or
affected partIes to facIlItate the ruillntenance, reparr or
replacement of common property Ime fire walls may be
mcluded as a condItion of the coslgned mamtenance
agreements Such mamtenance, repaIr or replacement
may also be facIlItated through applIcatIOn of a local
housmg or nUIsance abatement ordmance, or an eXIstIng
bUlldmg or property millntenance code
R3172 1 2 SIte ulIlIlIes, servIce eqUIpment and ease-
ments The portIOns of underground electncal, plumb-
mg or gas utIlItIes that are shared or m common use shall
he wlthm a recorded easement and be recorded m a mam-
tenance agreement as reqUIred by SectIon R317 2 I I
Shared or common use utIlItIes shall not run beneath a
townhouse Separate utIlIty services shall be supplIed to
each mdlVldual townhouse UtIlItIes servmg an mdlvld-
ual townhouse shall not run beneath another townhouse
For townhouses on assumed property Imes, servIce
eqUIpment and meters may be grouped m one or more
locatIOns as approved by local ordmance and the utIlIty
3-28
provider The locatIons of all sIte utIlItIes, servIce eqUlp- II
ment and easements shall be clearly shown on the plans
R317 2 2 ContInUIty The fIre-reSIstance-rated wall or
assembly separatmg townhouses shall be contInUOUS from
the foundatwn to the underSIde of the roof sheathmg, deck
or slab The fire-reSIstance ratIng shall extend the full length
of the wall or assembly, mcludmg wall extenswns through
and separatIng attached enclosed accessory structures
R317 2 2 1 FIre-reSIStance-rated wall contInUIty The
contmUlty of fIre-reSIstance rated walls shall be as fol-
lows
1 Extenor walls and common townhouse separatIOn
walls shall be contmuous from the foundatIOn to
the underSIde of the roof sheatlung when the roof /
ceIlIng assembly IS constructed In accordance WIth
Sectwn R317 2 4 1 The common townhouse sepa-
ratIOn wall shall extend to completely separate
adjacent townhouses and any attached accessory
structures
2 Pnvacy walls separatmg porches and decks WIth-
out a cover shall be contInuous from the founda-
tIon to the top of the guardraIl and have a ffilrumum
heIght of 36 mches (914 mm) above the porch or
deck fimsh floor elevatIon The pnvacy wall shall
extend out to the outermost pomt of the porch or
deck
3 Pn vacy walls separatIng porch and deck covenngs
shall be contmuous from the foundatIOn to the
underSide of the roof sheatlung when the roof/cell-
mg assembly IS constructed m accordance WIth
SectIon R317 2 4 I The pnvacy wall shall extend
out to the outermost pomt of the porch covenng
The fIre-rated gyp,um wallboard used m extenor walls, pn-
vacy walls and common townhouse separatIOn walls shall be
contmuous behmd bUlldmg elements such as showers, bath-
tubs, cabmets, chases, soffits, electncal panels and stillr stnng-
ers
ExceplIon Gypsum board may be offiltted behmd starr
strIngers provldlllg the strIngers are constructed of
SolId sawn dImenSIOnal lumber of not less than 3
mches (76 mm) nOffilnal thIckness when used m con-
JunctIon WIth two I-hour fire-reSistance-rated wall
assemblIes as shown m Figure R317 2 2(a)
2 SolId sawn dImensIOnal lumber of not less than 4 5
mches (114 mm) nommal thIckness when llsed m
conjunctIon With a 2-hollr fITe-resIstance rated wall
assembly as shown m FIgure R317 2 2(b)
3 Engmeered wood systems that have been tested and
lIsted for eqUIvalent bummg charactenstIcs
R317 2 2 2 FIre-reSIstance-rated protectIon for
porches and decks WIthout a cover FIre-resIS-
tance-rated protectIOn shall be proVIded for porches and
decks WIthout a cover III accordance With thIS sectIon
Porches and decks shall be protected by one of the fol-
lowmg methods
2008 OREGON RESIDENTIAL SPECIAL TV CODE
2 Cellulose loose-fill msulatlOn, wluch IS not spray
applIed, complymg with the reqUIrements of Secllon
R3163, shall only be requIred to meet the smoke-
developed mdex of not more than 450
R316 2 Loose-till msulatlOn Loose-fill msulallon matenals
that Cannot be mounted m the ASTM E 84 apparatus WithOut a
screen or arllficlal supports shall comply With the flame spread
and smoke-developed lInnts of SectIOns R316 1 and R316 4
when tesled m accordance With CANIULC S 102 2
ExceptIOn Cellulose loose-fill msulatlOn shall not be
reqUIred to comply With the flame spread mdex requIrement
of CANIULC S 102 2, proVided such msulatlOn complIes
With the reqUIrements of Secllon R316 3
R316 3 Cellulose loose-till msulal10n Cellulose loose-fill
msulatlOn shall comply With CPSC 16 CFR, Parts 1209 and
1404 Each package of such msulatmg matenal shall be clearly
labeled m accordance With CPSC 16 CFR, Parts 1209 and
1404
R316 4 Exposed atllc IDsulallon All exposed msulatlOn
matenals mstalled on attIc floors shall have a cntlcal radIant
flux not less than 0 12 watt per square cenllmeter
R316S Testmg Tests for cnlical radiant flux shall be made m
accordance With ASTM E 970
II
SECTION R317
DWELLING UNIT SEPARATION
R317 1 Two-fannly dwellIngs Dwellmg umts m two-fanuly
dwellIngs shall be separated from each other by wall andlor
floor assemblIes havmg not less than a I-hour [lIe-resistance
ratmg when tested m accordance with ASTM E 119 Flfe-resls-
tance-rated floor-ceilIng and wall assemblIes shall extend to
and be light agamst the extenor wall, and wall assemblIes shall
extend to the underside of the roof sheathmg
ExceptIOns
I A fife-reSistance rallng of 1/2 hour shall be pernutted
m bUlldmgs eqUIpped throughout With an automalic
spnnkler system mstalled m accordance With NFP A
13D
2 Wall assemblIes need not extend through attic spaces
when the celimg IS protected by not less than 'I,-mch
(15 9 mm) Type X gypsum board and an atuc draft
stop constructed as specified m SectIOn R502 12 liS
proVided above and along the wall assembly separat-
mg the dwellmgs The structural frammg supportmg
the cellmg shall also be protected by not less than '/2
-mch (12 7 mm) gypsum board or eqUIvalent
R317 11 Supportmg constructIOn When floor assem-
blIes are reqUIred to be fire-reSistance-rated by SectIOn
R317 I, the supportmg constructIOn of such assembhes
shall have an equal or greater fire-resistive rallng
R317 2 Townhouses Each townhouse shall be considered a
separate bUlldmg and shall be separated by flre-resls-
tance-rated wall assemblIes meetmg the reqmrements of thiS
sectIon for extenor walls Such walls shall be of one of the fol-
lowmg types
>
~008 OREGON RESIDENTIAL SPECIAL TV CODE
BUILDING PLANNING
1 Two one-hour fIfe-resIstance-rated frrewalls, one on
each sIde of the common property lme as shown m Fig-
ures R317 2(a) and R317 2(b)
2 A common "modified" 2-hour fire-resistance-rated
firewall centered over the common property Ime as
shown m Figures R317 2(c) andR317 2(d) Plumbmgor
mecharncal eqUIpment, ducts or vents are not perffiltted
m the cavity of the "modified" 2-hour wall Electncal
mstallatlOns shall be mstalled m accordance With the
Electrzcal Code Penetrallons of electncal outlet boxes
shall be m accordance With Seclion R317 3
3 A common 2-hour fire-reSistance-rated wall Plumbmg
or mecharucal eqUIpment, ducts or vents are not penmt-
ted m the cavity of the common 2-hour wall Electncal
mstallatlOns shall be Installed III accordance With the
Electncal Code PenetratiOns of electncal outlet boxes
shall be m accordance With SectiOn R317 3
ExceptIon A cornmon 2-hour fire-resIstance-rated
wallIS not pernutted III townhouses that are separated
by a real property lme
4 Other hsted, tested assembhes that proVIde an eqUIvalent
fire protection ratmg
Excepllon Pnvacy walls may be constructed of
heavy timber construction
MIxed occupancIes are not pernutted m townhouse build-
mgs Such bUlldmgs shall be deSigned and constructed m
accordance WIth the requlIements set forth for mIxed occupan-
cies m the Buzldmg Code
Excepllon ?nvate garages and carports attached to dwell-
mg nmts and totalmg not more than 1,000 square feet (93
m') m area per dwelling umt
BUlldmgs shall adJom or have access to a yard, street, alley
or pubhc way on not less than one Side The centerlme of an
adJOlmng pubhc way shall be consIdered an adjacent property
hne
<
R3172 1 Mamtenance agreements and utIlIty ease-
ments The formatiOn, approval and recordmg of mamte-
nance agreements and utility easements shall comply With
the reqUIrements of thIS sectIOn
R317 2 11 Mamtenance agreements Where town-
houses are separated by real property hnes, the bUlldmg
offiCIal shall reVIew, approve, coslgn and mamtam a
record of all mamtenance agreements as reqUired by tins
sectIon
R317 2 111 Mamtenance agreements and ease-
ments BUlldmg elements and ut1ll11es that cross real
property hnes reqUIre the creatiOn of legally docu-
mented easements Mamtenance agreements shall be
created and sIgned by the affected townhouse prop-
erty owners The mamtenance agreements must
address the repaIr, upkeep and replacement and
access to shared or common use bmldmg elements
and utliltles Easements may be general m nature or
they may descnbe specific locatIOns When aVaIlable,
a copy of the plat showmg the locallons of such ease-
3-27
^
.
TENTATIVE SITE PLAN REVIEW APPLICATION
PRE-SUBMITTAL CHECKLIST
Transportation Engineer: Gary McKenney Case#: PRE2008-00026
Applicant: Tabor
TRANSPORTATION
o Right-of-Way Approach Permit application must be provided where the property has
frontage on a Lane County or an Oregon Department of Transportation (ODOT) facIlity
Complete Incomplete See Transportation
Note(s)
[g]
D
Copy of ROW Approach Permit Application
o Traffic Impact Study - four (4) copies of a study prepared by a Traffic Engineer In
accordance with SDC 4 2-105 A 4 Traffic Impact Studies (TIS) allow the City to analyze
and evaluate the traffic Impacts and mitigation of a development on the City's
transportation system In general, a TIS must explain how the traffic from a given
development affects the transportation system In terms of safety, traffic operations,
access and mobility, and Immediate and adjoining street systems A TIS must also
address, If needed, City, Metro Plan, and state land use and transportation policies and
objectives
Complete Incomplete See Transportation
Note(s)
[g]
D
o Site Plan
Complete Incomplete
See Transportation
Note( s)
1
D [g]
o Improvement and Public Utilities Plan
Complete Incomplete
See Transportation
Note(s)
2
D [g]
D ~
3
D
[g]
4
Revised 10/25/07
Traffic Impact Study
Access to streets, alleys, and properties to
be served, including the location and
dimensions of eXisting and proposed curb
cuts and curb cuts proposed to be closed
Location and type of eXisting and
proposed street lighting
Location, width, and construction material
of all eXisting and proposed sidewalks,
sidewalk ramps, pedestrian access ways,
and trails
Location, widths (of paving and rlght-of-
way) and names of all eXisting and
proposed streets, alleys, dedications, or
.
~
o
other rlght-of-ways within or adjacent to
the proposed development, Including
ownership and maintenance status, If
applicable
Location of eXisting and required traffic
control devices
Transportation Notes:
1 Minimum two-way driveway width for multi-family uses IS 24 feet The proposed
driveway must be wide enough to permit a northbound vehicle to enter while
another vehicle IS waiting to eXit Revise the driveway design and provide vehicle
turning path analysIs to support the proposal 'I h)' I
2 No lighting IS shown for the Internal driveway and sidewalk system 1.::0" '7 ""', r
3 The location and width of the proposed on-site sidewalk are not clearly shown (hatch
pattern In Legend IS labelled "existing sidewalk")
4 Show curb radII for Internal driveway syatem
Additional comments not related to the completeness of the application:
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Revised 10/25/07
LAND DIVISION TENTATXVE PLAN APPLICATION
PRE-SUBMITTAL CHECKLIST
Engineer: Enc Walter Case#: PRE2008,00026
PUBLIC WORKS ENGINEERING
o Site Assessment of Existing Conditions
Complete Incomplete See PW
Note(s)
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Revised 10/25/07
Prepared by an Oregon licensed Landscape Architect
or Engineer
VIcinity Map
The name, location, and dimensions of all eXisting site
features including bUildings, curb cuts, trees, and
Impervious surface areas, clearly indicating what IS
remaining and what IS being removed For eXisting
structures to remain, also indicate present use and
required setbacks from proposed property lines
The name, location, dimensions, direction of flow and
top of bank of all watercourses and required npanan
setback that are shown on the Water Quality Limited
Watercourse Map on file In the Development Services
Department
The 100-year floodplain and f100dway boundanes on
the site, as specified In the latest adopted FEMA Flood
Insurance Rate Maps or FEMA approved Letter of Map
Amendment or Letter of Map RevIsion
The Time of Travel Zones, as specified In SDC 3 3-200
and delineated on the Wellhead Protection Areas Map
on file In the Development Services Department
Physical features Including, but not limited to trees 5"
In diameter or greater when measured 4 Y2 feet above
the ground, significant clusters of trees and shrubs,
npanan areas, wetlands and rock outcropplngs
Soil types and water table Information as mapped and
specified In the Soils Survey of Lane County A
Geotechnical Report prepared by an Engineer must be
submitted concurrently If the SOils Survey Indicates
the proposed development area has unstable sOils
and/or a high water table
o Land Division Tentative Plan
Complete Incomplete See PW
Note(s)
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Prepared by an Oregon licensed Land Surveyor In
accordance with ORS 92
Location and width of all eXisting and proposed
easements on and abutting the property
Boundanes of the entire area owned by the property
owner, of which the proposed land diVISion IS a part,
as well as dimensions and size of each parcel and the
approximate dimensions of each bUilding site
Indicating the top and toe of cut and fill slopes to
scale
Location of eXisting and required power poles,
transformers, neighborhood mailbox Units, and similar
public facilities
Location and size of eXisting and proposed utilities on
and adjacent to the site including sanitary sewer
mainS, stormwater management systems, water
mainS, power, gas, telephone, and cable TV
Indicate the proposed connection pOints
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o Stormwater Management Plan
Complete Incomplete See PW
Note(s)
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4
Prepared by an Oregon licensed Civil Engineer
Planting plan prepared by an Oregon licensed
Landscape Architect where plants are proposed as
part of the stormwater management system
Roof drainage patterns and discharge locations
Pervious and Impervious area drainage patterns
The size and location of stormwater management
systems components, including but not limited to
drain lines, catch basins, dry wells and/or detention
ponds, stormwater quality measures, and natural
dralnageways to be retained
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EXisting and proposed spot elevations and contours
lines drawn at 1 foot mtervals (for land with a slope
over 10 percent, the contour lines may be at 5 foot
Intervals)
Amount of proposed cut and fill
o Stormwater Management System Study - proVide four (4) copies of the study with
the completed Storm water Scoping Sheet attached The plan, calculations, and
Revised 10/25/07
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documentation must be consistent with the Engineering Design Standards and
Procedures Manual
Complete Incomplete See PW
Note(s)
C8J LJ Scoplng Sheet and attached Storm water Management
System Study
PW Notes:
1 By Mapsprlng data, the property appears to be located In a flood zone A FEMA map
should govern as this IS the legal flood plain map that dictates boundaries but
this needs to be brought to the attention of the engineer of record
2 The plans are presently Indicating the sanitary line to be private, however, the
plumbing code (Building Department) will not allow this to be private Individual
sanitary lines serving each lot may each be private or one shared sanitary line
will need to be public Staff will review the proposed private storm water as this
may need to be changed to a public system
3 Provide a tYPical street section view through the proposed street
4 A storm water maintenance plan will need to be provided for each lot effected by the
proposed bloswale
Additional comments not related to the completeness of the application:
. The private road will need to support an 80,000 Ib fire truck loading Please specify a
minimum road section of 4"ac over 12"rock or provide engineering showing
proposed section will support this load
. Please specify what the open space will be used for If community park area, please
specify and Include maintenance responsibilities \
. The plans indicate proposed phase lines, however the common private road/driveway
and bloswale will need to be completey constructed and functioning, Inspected
and approved by the City prior to final plat j>j.-
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Revised 10/25/07