HomeMy WebLinkAboutPacket, Pre PLANNER 11/3/2009
. PRE-SUBMIT?' ~L
DISTRIBUTION LIST:
Date Distributed:
11-3-Dq
uate Received: Do r; - (J~
Planner: ps..v ~.. ---
I of n
~
/ Dave Puent - Building
/ Gilbert GordonlMelissa Fechtel- Fire
,/ _ Jon Driscoll- Traffic
,/ Matt Stouder - Public WorkslEngineering
Dennis Ernst/Chris Moorhead, Surveying
Planner. .~.
City of Springfield
Development Services Department
225 Fifth Street
Springfield, OR 97477
54l-725-3753Phone'
54 I -726-3689. Fax
>;.:-
Pre-Submittal Meeting
Case Number Assiglled:PRE2009-00030
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Date Submitted:
11/3/2009
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APPLICANT: BELLCO ENTERPRISES
PO BOX FF
SPRINGFIELD
OR
97477
Proiect Name:
TACO BELL REDEV 1505 MOHAWK
Project Description:
Pre-S~.b,mittal Meeting - Site Plan Review for Replacement Taco Bell
~.,
Application Type:
Job Address:/:, ,;
~.., ,-:- .
Site Plan Review
1505 MOHAWK BLVD
Assessor's & Tax Lot #:
1703253404101
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DISCLAIMER: Applications will not be exempt from Development Code or procedural amendments that may occur
between the time of the Pre-Submittal Meeting and Submittal of the Application for Development Review, Please contact our
office at 541-726-3753 with any questions or concerns.
A Planner will be assigned the following business day and will contact you to confirm the meeting date and time.
PRE.SUBMIlTAL REC'D
NOV 3 2009
PlanJobPrint.rpt
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, 11/3/2009
11:ll:39AN
,
Pre-Submittal Meeting
Development Services Department
Room 616
PRE-SUBMITTAL MEETING DATE: Tuesday, November 10,2009
1. PRE-SUBMITTAL MTG #PRE2009-00030 (SITE TENT) SANDERSrrACO BELL
Assessor's Map: 17-03-25-34TL 4101
Address: 1505 Mohawk Blvd
Existing Use: Taco Bell Restaurant
The applicant submitted plans to replace existing Taco Bell's (Circa 1960's)1,800 sq ft
building with a 2,556 sq ft replacement Taco Bell Restaurant.
Meeting Date/Time: Tuesday, November 10,2009 11:00 - noon DSD 616
Planner: Steve Hopkins
PRE-SUBMITTAL REC'D
NOV 3 2009 .
City of Springfield
Development Services Department
225 Fifth Street .
Springfield, OR 97477
Site Plan Review
ROBIN AND MIK~ SANDERS
I3ELLco ~NTeRPR1'S"E"S
Po FWX FF 5PRIN6-FIELD
Phone:(57-'/) 71.6-'t:6(},e
Fax: ')~6 -706S
Applicant Name:
Ic~mpanY:
IAddress:
,
IAPPlicant'sRep.: LARRY ~ REED Phone;i1'Y/)6<i')-/0:;'/
I '0RH TF?I',N5.PO!'?T'ATlON E:N6INE€fi'IN~ F 3uc ./roey
. Company: , ANn (},F PI ANNINfY Dlvl<;It'JN . ax: /:.- -0,)'1'/
IAddress: Y?65' VILLAGE' PLAZA LOCJP. ~J-OI EUr.ENE OR '1'/)/01
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I CUDDEB'ACK C'OMME'RCI~,C f'li'OV'E'RTI€5 I ) I
Property ow~er: Phone: (5Y/ i('B';- 221<( --
I ;;; TIM <?AMPBEll I 6
Company: CAIV1PBF:LLC'oMMFf?C/AL REAL F-sTATE Fax: '1'i!'/-066
IAddress: gS-9 WIL.L.AHE:TTf= 5r#3',,"0 EUG-EN~ OF?'1-?YO/
iASSESSOR'S MAP NO: f'7-03-W-25'-~yITAX LOT NO(S): +?;;; / ~';;:' .f::r:.~+
I Property Address: 15' 0 5 M 0 I-tAI).I~ BL.VD
Size of Property: PAD/ REDEV~LOlPME/I.lT 160) is'16.S"Qr-rAcres 0 Square Feet
ProDosed Name of Project: R~PLACEMENT rAco SELL RE~nVP,A('iT
,
I Description of If you are filling in this form by hand, please attach your proposal description to this appiication.
Proposal: 2.5"5"6'5" F TI'rCO BELL (IWILDING .('LAN T-SO)
I Existing Use: 1800:5"F rl\co BELL RE5TflUffANT (CIRcA i"fGO'S)
INew Impervious Surface Coverage (Including Bldg. Gross Floor Area): Nf,AS;DIT10Hs1L
Si natures: Please si nand rint our name and date in the a riate box on the next
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'1DNWD''I-00010- DIM NON,",: TO use=- EXlsTIN6-
Associated Applications: 5161'1
!pre-SUb Case No.: PIZLWoq -QDD?:D Date: III '?10"l
Icase No.: Date:
IA~Plication Fee: $ bLU,.oD ITechnical Fee: $ (2f
Signs:
I Reviewed by: ~ I
I Reviewed by: I
Ipostage Fee: $ Rf' .,
TOTAL FEES: ~ '3.!:V 1'.00 _ ~~OJE.CI.NWIIBER:_e.i20 2OVOj -OOOI(J..
~!;~"?~ii''i::i%u;;n'ii'''''J:Z<1i'Y.~,;,#'~",..:;:..I:''f",,,~:&~!;;co...'!t*"1!.t~~7'~ti'i:0&\i;..~lllt-~;,:;;;-w'~~dll-~iii.~19~"!',;;i"~J:~~i~.<f;!'""'"),;;;:;;iB.v';;;,.'m~~'r,ii.rr.e!f:;^~\\;:'':!ii:jjl!?'J~~l'l
Revised 1/1/08 Molly Markarian .
NOV 3 2009
1 of 10
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
The undersigned acknowledges that the information in this application is correct and accurate for scheduling of the
Pre- Submittal Meeting.
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wner: C.<-'t.j.J;,;:-L'")...~,' {.:':"',L. 01.f";.U:~.!"'-", ! ~'-, (i-'1fV':'". ~ . ~ <.-
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I~R this application to be complete for submittal to the City. CcnsYstent with the completeness check
performed on a plication at t~e ~re'~ubmit:tal Meeting~f.fir?1 the jn~orma_tion identified by the City as
neces.sary f~r ~rocess ~e applicatIon I~ provided ~ln or the mformatlon ~IH n~t be pr?"idt'd If. not otherwise
con tamed wlthm the submIt I d the City f1}9.y-begm processmg the application with the InformatIon as submitted.
This statement serves as written no urSGant to the requirements of ORS 227.178 pertaining to a complete
application,
Owner:
Signature
~
Print
PRE-SUBMITTAL REC'O
NOV 3 2009
Revised 1/1/08 Molly Marl<artan
2 of 10
Page 1 of 1
Larry Reed
From: Campbelco@aol.com
Sent:. Wednesday, October 28,20097:47 PM
To: Larry Reed
Subject: Fwd: scanO,pdf
Attachments: scanO.pdf
Cuddeback Signature
Tim Campbell
Campbell Commercial Real Estate
PH: 541-484-2214
FX:541-484-0666
Web: www.camobellre.com
PRE-SUBMITTAL REC'O
NOV :3 2009
I 112/2009
Page 1 of I
Larry Reed
From: Randy Cuddeback [cuddebacklumberp@qwestoffice,net]
Sent:' Wednesday, October,28. 20094:33 PM
To: Campbelco@aoLcom
Subject: scanO.pdt
Attachments: scanO,pdf
Signature attached for Taco bell
Randy
PRE.SUBMITTAl REC'O
NOV 3 2009
I 1/212009
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
The undersigned acknowledges that the information in this application is correct and accurate for scheduling of the
Pre- Submittal Meeting,
~ APPUCANr- 5'ElLCO ENTERPi~ 15l?S
)( 1Y} ,*, S '" . ..j), ",-,
Signature
Date: II) /t'f /00,
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Print
Su "ttal
I repre this application to be complete for submittal to the City. C stent with the completeness check
performed on plication at the Pre-Submittal MeetIng, I a he information identified by the City as
necessary for process he application is provided here' the information will not be provided if not otherwise
contained within the submitt, d the City may processing the application with the information as submitted.
This statement serves as written no to the requirements of ORS 227.178 pertaining to a complete
application.
Owner:
y
Signature
~
Print
PRE-SUBMITTAL REC'D
NaV 3 2009
Revised 1/1/08 Molly Markarian
2 of to
N/ A =, NOT A rr'll eilf5lE
Site Plan Review Submittal Requirements Checklist
NOTE:
. ALL of the following items MUST be submitted for BOTH ifre-submittayand 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.
~_____ :i137'6~ ME'RRHL ()EVELOPHeNrco. I_LC Jl:..;!5"'76
['~r 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.
c:t
Site Plan Review Application Form
..,..,./ _ I$OLm D !3'oOKLET :r RH '
~ Narrative explaining the purpose of the proposed development, the existing use of the
property, and any additional information that may have a bearing in determining the
action to be taken. The narrative should also include the proposed number of employees
and future expansion plans, if known. . .
~
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Copy of the Deed A rr^~HG'O -CMCI<:OE ni'L€ CO"'H'~"lY'
Copy of a Preliminary Title Report issued within the past 30 days documenting
ownership and listing all encumbrances.
TO l3'~ "';;!JSMfrlc:-i) VJITH t::li"z,P-'.- ~vr:rA!TTA_L -AP-n==~ CO/,A'j;\~.nY~S1 R8j\~1)....I
o .---copy of the Site Plan Reduced to 8'h"x 11", which will be mailed as part of the
required neighboring property notification packet.
N/AD
Right-of-Way Approach Permit Application provided where the property has frontage
on an Oregon Department of Transportation (0 DOT) facility.
~___ E'xf\\\S'T H , .
~ Three (3) Copies of the Stormwater Management System Study with Completed
Stormwater Scoping Sheet Attached - The plan, supporting calculations and
documentation must be consistent with the Engineering Design Standards and Procedures
Manual. _
REPU,cli"t18>T TACo BELL - '$"'=<= PAGE' " '~F NARfi'A"nuq- ,
o Three (3) Copies of the Traffic Impact Study prepared by a Traffic Engineer in
accordance with SDC 4.2-105 AA. 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.
~ ~~~n (7) C~pil:!5..()fth;-F-~II~~i-n~--Pla;; Sets f00're-~ubmitt~OR
Eighteen (18) Copies of the Following Plan Sets for Submittal
0" All of the following plans must include the scale appropriate to the area' involved an~ ,
sufficient to show detail of the plan and related data, north arrow, and date of
preparation.
cf All plan sets must be 'folded to 8'12" by 11" and bound by rubber bands.
- f\ 51<' I !--IC Ft>Fl if/V4 it A L \,-Uti I VEI~ - ~XlsTIf{C; FULLY DEvE'lOl'EO ~ I TE'
a. Site Assessment of Existing Conditions
0Prepared by an Oregon licensed Landscape Architect or(fn9ineer -7RH )
~icinity Map PRE~SUBMJ1TAL REC'D
N/~
Revised 1/1/08 Molly Markarian
NOV 3 2009
4 of 10
\'4//'t
NIl'<
N/A
I'll'"
Nit>,
N/A
N/A
~e name, location and dimensions of all existing site features induding buildings, curb
cuts, trees and impervious surface areas, dearly indicating what is remaining and what
is being removed. For existing structures to remain, also indicate present use, size,
setbacks from property lines, and distance between buildings.
D 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
D The lOO-year floodplain and floodway 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
rr.f SE',; fA,6-c 7 or- NARFlA,' vE'
L:J 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 (2 ,0 :;- 'iEM<~ )
o Physical features induding, but not limited to trees 5" in diameter or greater when
measured 4 '12 feet above the ground, significant dusters of trees and shrubs, riparian
areas, wetlands and rock outcroppings
~X\'5TINc;. SiTE - SeE=' PA6-E.7 of t-JA'RR'il_it,vE
O5oil 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
b. Site Plan
[3'Prepared by an Oregon licensed Architect, Landscape Architect, o(E~;er - JR!1)
Bproposed buildings: location, dimensions, size (gross floor area applicablet;t-h-;;-
parking requirement for the proposed use(s)), setbacks from property lines, and
distance between buildings CS"elEET 101)
c6' Location and height of existing or proposed fences, walls, outdoor equipment, storage,
trash receptacles, and signs
BLocation, dimensions, and number of typical, compact and disabled parking spaces;
induding aisles, wheel bumpers, directional signs, and striping
c1' Dimensions of the development area, as well as area and percentage of the site
proposed for buildings, structures, parking and vehicular areas, sidewalks, patios, and
other impervious surfaces
o Observance of solar access requirements as specified in the applicable zoning district
~ On-site loading areas and vehicular and pedestrian circulation
~ccess 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 dosed
L:J Location, type, and number of bicycle parking spaces (s- H EFT 10 I)
r;:;:>("'r--l OT "SHowN '.
LJ Location of existing ar:1d proposed transit facilities (OFF FLAN - $E:~ PME Ji OF NARRATlVE')
o Area and dimensions of all property to be conveyed, dedicated, or reserved for
common open spaces, recreational areas, and other similar public and semi-public uses
D Phased Development Plan - where applicable, the Site Plan application must indude a
phasing plan indicating any proposed phases for development, induding the boundaries
and sequencing of each phase. Phasing must progress in a sequence promoting street
connectivity between the various phases of the dev,elopment and accommodating other
required pUblic improvements, induding but not limited to, sanitary sewer, stormwater
PRE.SUBMITTAL REC'D
NOV 3 2009
, Revised 1/1/08 Molly Markarian
5 of 10
management, water, and electricity. The applicant must indicate which phases apply
to the Site Plan application being submitted.
NOHE' P'r?O'f-O"'iEO' , '
C c. Improvement and Public Utilities Plan
- 0 Pr{:!. " d by an Oregon ,licensed Civil Engineer A
o Locatio., width of all existing and propo:..~~ents
o Location, WI~~. o~ paving and right~o~~~d ~a~es of all existing and proposed
streets, alleys, 'Ct: ',tlons or other n~'Of-ways within orad]acent to the proposed
development, inclu, wnershJ~"maintenance status, if applicable.
o Location and type of exis '.' :gi~posed street lighting
o Location of existing an<;!~%I' - ~QtI=raffic control devices, fire hydrants, power poles,
, transformers, nei~;o1fd mai ~units, and similar. public facilities
o Location, width:(~Construction m~pl of all existing and proposed sidewalks,
sidewalk rarm~"l"pedestrian access wa~ . d trails
o Locati,\?, , size of existing and proposed ' 'tes on and adjacent to the site including
sa9,it~i>Y sewer mains, stormwater managemen~;. tems, water mains, power, gas,
"~hone, and cable TV. Indicate the proposed ''13:, nection points
d. Grading, Paving, & Stormwater Management Plan (5"1; EXI'!I fi'iT H AHD ~l-fn \O~
c;{Prepared by an Oregon licensed CiVil~qineer~':JR'(-D e,;;;-N D (03)
__SEE"kINC! \.J.,/(trl)~~ -'--
[J Planting plan prepared by an Oregon licensed landscape Architect where plants are
proposed as part of the stormwa,ter management system
c:1 Roof drainage patterns and discharge locatio~s
c:( Pervious and impervious area drainage patterns
o 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 drainageways to be retained
8 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)
N/ A 0 Amount of proposed cut and fill CEeX 1-;,/ N 6 'S / ,E)
e. Landscape Plan '
~=KINC: vv,,"I"'e'P' .
- L:i Drawn by a Landscape Architect '
~ocation and dimensions of landscaping and open space areas to include calculation of
landscape coverage
Bscreening in accordance with SDC 4.4-110
[2( Written description, including specifications, of the permanent irrigation system
~ocation and type of street trees
~ikt in chart form the proposed types of landscape materials (trees, shrubs, ground
cover). Include in the chart genus, species, common name, quantity, size, spacing,
and method of planting
/'TAco I3ElL C'oR'IPOIf!',TlON T- 50 eU1lDII'.f(r i~(AH5
L- f. Architectural Plans
,..,..,/- AL50 "5E<;" EXlilgCT S,-';<"
~ ~xtenor ele~atJons (It all bUildings and structures proPCMtiI flfr,BIrhiMl~[~~?W1)I(nt site,
including height rl'{t.~UIIIVIIIIA t<tl",U
Revised 1/1/08 Molly Markarian
NOV 3 2009
6 of 10
...,.../ -~EE' E'>dtII?IT E-(
~ Conceptual Floor plans
g. On-Site Lighting Plan (5HtrCT r or)
~Location, orientation, and maximum height of exterior light fixtures, both free standing
and attached .;. s-o:r Pot.E FI:<T,)QE
~ype and extent of shielding, including cut-off angles, and type of illumination,
wattage, and luminous area (e:XftIBII r)
Qj"Photometric test report for ea:h light source
D Additional Materials That May be Required
IT IS THE APPLICANT'S RESPONSIBILITY TO DETERMINE IF ADDITIONAL
STANDARDS/APPLICATIONS APPLY TO THE PROPOSED DEVELOPMENT. THE
APPLICANT SHOULD CONSIDER UTILIZING PRE-DEVELOPMENT MEETINGS AS
DISCUSSED IN SDCS.1-120: .
NIp.. 0
N/A D
N!A [j
NIl'< D
N(p, D
N/A D
I~/A 0
N/A D,
N/A D
NIp, D
Where a multi-family development is proposed, any additional materials to
demonstrate compliance with SDC 3.2-240
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
E'xr~TlN{, POLlY DfOU/;:,(C/'E'!J S'lif:
A Geotechnical Report prepared by an engineer must be submitted concurrently if
there are unstable soils and/or a high water table present
Where the development area is within an overlay district, address the additional
standards of the overlay district
If five or more trees are proposed to be removed, a Tree Felling Permit as specified
in SDC 5.19-100
A wetland delineation approved by the Oregon Division of State Lands must be
submitted concurrently where there is a wetland on the property
Any required federal or state permit must be submitted concurrently or evidence
the permit application has been submitted for review
Where any grading, filling or excavating is proposed with the development, a Land
and Drainage Alteration permit must be submitted prior to development
Where applicable, any Discretionary Use or Variance as specified in SDC 5.9-100
and 5.21-100
An Annexation application, as specified in SDC 5.7-100, where a development is
proposed outside of the city limits but within the City's urban service area and can
be served by sanitary sewer
'i:)
PRE-SUBMITTAL REC'O
NOV 3 2009
Revised 1/1/08 Molly Markarian
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CITY OF SPRINGFIELD
VICINITY MAP
PRE2009':'00030
1505 Mohawk Blvd
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US., ,lll,'- .... I ~ / I ~ _ Tax Lot 1502,
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PRE-SUBMITTAL REC'D
NOV 3 2009
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SITE PLAN
TACO BELL
MAP NO. 17-03-25-43
TAX LOT 4101
SPRINGFIELD. OREGON
tlEVE1.DPWEH1'1REk Cl.3tN::RES(INll11SQ. n.)
BULDlNCNlfA: 2MllSQ.n.
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PUBLIC WORKS DEPARTMENT iEngineeJing Division
Fax: (541) 736-1021
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STORMW ATER MANAGEMENT SYSTEM SCOPE OF WORK.
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ProjedName: NFW ritco eELL Applicaat: /!lEU-CO eNTP'" LI..I: I.Q,.W.:r "'.......,
AssessorsPar~cl#: /')-ol-<'O-Z,-JII rL Yt:?/ Date: t"u:.T ,v acoq
LaDd Use(s): R'''''T~vR.....r BLPt. z, ,r& ~F. PboDe #: ,"'1/ - 63 ]-I/)/I f
Project Size (Aern): IJ,..1JJ. ~.. !i 1::~1;i:.~'i U..TER Fall #: :JYS-- 65"'!<;'
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Project Descrlpdoa (b>clude a copy of Assessor's map):
l'ROf"S'NI! ro R~I'<""~ ",,"\'5"''''6 rlIC'" !re'lL "'NO RE-IWILO. PFleSEL1T1.>' nH~ :T""'e-
IS AU- pAve;O O",P,;R"'ws) IOxe""r t=OF{ SF"~.,. 1".....,.-7&10.1" ",'00 "'F{I"'~ERVI""~.
NE"W' Oe-vE'lt:?..M/:....T Will !-lAVe:' I..S'S. ,"'l'l'~VI"'-'1 5<J~F""-E':'< A7 /Ol6'i!s", A R'ep~aN
(JF' ,MP/:r'/vIOL?S "'~a 8Y ,,'1'07 ",F.
DraiDage Proposal (Public eOllllCction(s). discharge localion(s), etc. Attach additional sheet(s) ifoecessary:
!;:XI'STtl'/'; D!;VEL""M~'" hAS 01. ",ORM ....A-Tl!'Yo' INLeTS, rll"', "<>Nl<a:.l'S"T"O ,"'..- ~I.fDP'I,I'/G
CE~'S AND ~In~ 'HORM .........n;;R 'Sl"S"TE;.M, TH" SIT!;'S Ei)<'ST'N.; DfI,I,'lI,06tr HII"-Ol",
'4l'lICIN~ J\~""5 "FTI'/E' SItot'PIN6 c~ &'.)'0110 T}j", PM:> ,,,,,0 LI"'fT~ &1F ~o~S~"eT1oHI
Pruposed Stormwater Best MaoagemeDt Pracdees: .
!;"AsT PO~"'ON OF'SfTc(PIIP f-!AuoLcS' !i')(lsTlI'IC :;1i"/>~IWG ce...Tn'l PhFlt::11IG I\tJO R~-ei:'!-mtJ"'T'I!'D
rAf(t::IHt "'LIP M<.iTsslfiLI::I15"..,. Z NS<- - "'"'-<-5'"'''' FltaA1 C'''''~'I'/G SY-s_. IY~ rAcD'BeU
P"no ^R~./\h1P - ORI"e' T't<~<J-WI"'O()w L.I\NE TO A ,oj ~r I( 1'It>"..r 8,....-sWALf? - Ii...,,,,
6IV''IDfi:~ _lPfr,.; /2;'rLlr-r f,J.;-TP_ E=.kI'5I,-N~_ r:~.rfliCr((J,I- TD ~~h('$ 5TH"" ~~~.
I!;~::~~;e:,~;:<:-', ,. /~:}~:~::::::~i:' "'~:'~'~~'.(Ar6~"li;/~~ tliiiat;:;i:. filled' tI.d 6u -'li",tliN'-';i;,d.'j16i;iiJ~fiii,~ iir~Awiic~,.,tj.~\:~"':':"
:::~:' :' "" c' '~<: (At a mini,;,u;;.,' all ~ ~hec~d"by the 01)1 "'" 'rhefro./ Dlid back .fillis ,h$e1 ,hall be submftwi '
~::~':, :.' h.." 1~~;~: _' ftJr:. an ~plf~tlriOIl/~ be compl,~~ ftr 3ul?'"jt~l,. ~lt#~h,'ot~r r:eq!"r;m~t.t m"Qy be.""ec~saf'JI:)_
DraJoape Stud" TvDe IEDSPMSeoliOD 4.03.1): eNDte. UB mall be 'Db.tituted for lUtioDal Metbod\
.d S liS' S dy ( Ra' I Method , at la' ) gAs"D oN ~OLlDW-Vr C.P,ll TO HArT
~ ma lte tu - use tiona .Ore; c::u cons STO(.}OE"R Ok"''''' TO U~E SMAll SITE '5TVDY
. Mid-Level Development Study - (use Unit Hl~""'rl> Melbod rot' oaleul.'i"".) ,
o Full Drainage Development Study - (.... Unit Hydrogl1lpb Method for ealeulab.IlI)
Envlroameotal CODstderadoDs:
II Wellhead Zone: ~ ~ C "-'- T,..J ~II Hillside Development:
iii WetlandIRipmian: ,.) I~ _ III FloodwaylFloodplain:
II Soil Type: 61...w-, Uk'1..,.. 1...1. r.....~ Otbc:r Iurisdiction.:
DnwDstream Ao..JlI~ J '
. NfA
o Flow line for startiDg water surface elevation:
o Desigo HGL to use for atartiog water surface elevation:
o Manhole/JuDetioa 10 take analysis to:
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oJ/~
-
aelurD to Matt Stouder Iiil Citv orSprindi.ld, email: m.louder@d.sprID26e1d.or,us, FAX: (S41\ 73~-I021
Revi.5ed 1/1108 Molly Markarian
9 of 10
PRE.SUBMIITAL REe'D
NOV 3 2009
't!.:I........,
COMPLETE STUDY ITEMS
",or Official u~ Only:
At liS
* Based upon rhe infol71lation pr(1Vided on thefrord ofrhis shur. rhefollowing represents a minimWlf ofwhtJr is neededfOf' an
application to b. complete for submi!lal wtrh respect to drainage; however, ,his list s/wuId not be uJed rn lieu of the Springfield
Developmerd Code (SDC) ar the City's Engineering Design Manual. Compliance wirh these re'1"iremenl5 daes nor constinde sire
apprtnla/; Addiriortal sue specific informarioh may bl! requirl!d. Note: Upon scoping sh~el submittal, enswe completedform has bt:l!n
signed in the space provided helow:
IDterim DesigD StaDdanlsIWater Quality (EDSPM Chapter 3)
Req'd N/A
~ 0 All Don-building "",flop (NBR) :...,... ;OUS surfaces shall be prHreated (e.g. multi-chambered catcbbasio wloil filtration
media) for stOTllJwat..- quality, Additionally, a minimum uf50% of the NBR impervious surface shan be treated by
,"..._.j methods.
II 0 Wh.... required, vegetalive Slormwater design shall be consistent with iDterim design standards (EDSPM Section 3,02), set
forth by the Bureau ofEavi..~._~ Services (BES) or Clean Watar Services (CWS).
. 0 For new NBR impervious area less than 15,000 'quare fee( a simplified design "PJ'I'Oach may be followed as specified by the
BES fur vegetative _ _~__t
" 0 If a ,'..._, der _ ...:....._nt swale is proposed, submit calculationslspecificatious for siz!ng, velocity, flow, side slop,"" bottom
slope, and ,eed mix consistent with either BES or CWS requirements,
I 0 Water Quality calculation, as required in Sectioo 3.03.1 of the EDSPM
o All building rooftop mounted equipment, or otha fluid cootaining equipment located outside of the building, shAll
be provided with secondary CODtammcnt or weather re.istant enclosure.,
Ge"eral Study Requirements (EDSPM Section 4.03)
fI 0 Drainage study prepared by a Professioaal Civil Engineer licensed in thc ,tate of Oregon.
III 0 A complete dolinage study, as required in EPSI'M Section 4,03,i, iocludiDg a hydrological study map.
W 0 Calculations showing .ystem capacity for a 2-year storm event aJld overflow effects of a 25-year .torm eVent.
iii 0 The time ofcon.._;..;;oll (Tc) shall be determined using a 10 minute start,time for developed basins.
lU.iew of DOWIJStream Sy.tem (EDSPM SectioD 4.03.4.C)
o ~A downstream dolinage amIysi... described in EDSPM SectioD 4.03.4.C. On-site drainage shall be govemed hy the
Oregon Plumbing Specialty Code (OPSC),
o aEtevalions of the HGL aJld flow lines for hoth city and privaie systems where applicoble.
Desigu of Storm Systems (EDSPM Sectioo 4.04)
III 0 flaw lines, slope" rim elevations, pipe type and sizes clearly indicaled on the plllll. .et.
o JIjj.Mnwoum pipe cover shall be 18 inches for reinforced pipe and 36, ioches for plain cODcrete and plastic pipe 1!lllIeri.iIs, or
proper engineering calculations shall be provided when less, The cover shall be ,ufficient to support an 80,000 lb load
, without failure of the pipe stroeture. '
o Ii Manning'. ''u'' values for pipe. shali.be consimnt with Table 4-1 of the EDSP. All storm pipes shall be designed to achieve
a minimum velocity oftbrec (3) feet per second at 0.5 pipe full based on Table 4-1 as well.
OlberlMisc '
~ 0 Exi.ting and, propoSed co~tours, I~ClIted at one foot interval. Include spot clevatiOll' and site grades ,howing how site <lnUno
o Private slollDwater easen>el1lS shall be clearly depicted an plans when pOw'" ...._ ,...ter flows from ODe property to OIlother
~DryweDs shall 1101 receive l1IIlofffrom any surface wlo being treated by one or more BMPs, with the exception ofresideo.tial
buildillg roofs (EDSP SeetioD 3.03.4.A). Additional provisions apply to this as required by !be DEQ. Refer to the website:
www.deI'Ltta.te.or_us!walID'nllndwaluic~1I.2TlU\_hcm for m.ore information.
o i!joetention ponds shall be desigued to limit nmoffto pre-development rates for the 2 through 25-year stonn events
"This fv,", shflll be incllllJ.d as an IIJlIU:hment, in..ide tht! fron, cuvu, of rho Jtormwme, <lJJdy
I "IMPORTANT: ENGINEER PLEASE READ BELOW AND SIaN! I
As the engineer of record, I hereby certify the obove required items are
complete and included with the submitted otormwater study and plan set Siguatur-
Date
Form Version 2: Match 2004
PRE-SUBMITTAL REC'O
NOV 3 2009
COMPLETE STUDY ITEMS I ForOfliciatUseOnly
* Based upon the information provided on the front of this sheet, the following represents a minimum of what is neededfor an
application to be complete for submittal with respect to drainage; however. this list should not be used in lieu of the Springfield
Development Code (SDC) or the City's Engineering Design Manual Compliance with these requirements does noi constitute site
approval; Additional site specific information may be required Note: Upon scoping sheet submittal, ensure completedform has
been signed in the space provided below: -
Interim Design StandardslWater Quality (EDSPM Chapter 3) ,
/}!:I'd N/A
~ D All non-building rooftop (NBR) imperVious surfaces shall be pre-treated (e.g. multi-chambered catchbasin'wloil
filtration media) for stormwater quality. Additionally, a minimum of 50% of the NBR impervious surface shall be
-.I treated by vegetated methods.
~ D Where required, vegetative.stormwater design shall be consistent with interim design standards (EDSPM Section 3,02),
~ set forth by the Bureau of Environmental Services (BES) or Clean Water Services (CWS),
~ D For new NBR impervious area less than 15,000 square feet, a simplified design approach may be followed as specified
..L by the BES for vegetative treatment.
~ D If a stormwater treatment swale is proposed, submit calculationslspecifications for sizing, velocity, flow, side slopes,
d bottom slope, and seed mix consistent with either BES or CWS requirements.
rJ GWater Quality calculations as required in Section 3.03.1 of the EDSPM
o [0 All building rooftop mounted equipment, or other fluid containing equipment located outside of the building, shall
be provided with secondary containment or weather resistant enclosure. NDT PARr OF C:IV.L SITE' PLAN 5
-Fc.IT~ "'RCHI~TVAL.. PLAtI'
~eral Study Requirements (EDSPM Section 4.03)
~ [ . Drainage study prepared by a Professional Civil Engineer licensed in the state of Oregon.
D ~. A complete drainage study, as required in EDSPM Section 4,03,1, including a hydrological study map. ]
D ~ Calculations showing system capacity for a 2-year storm event and overflow effects of a 25-year storm event. ~ ~ ALl"
D ~ The time of concentration (Tc) shall be determined using a 10 minute start time for developed basins, 5'1 n;
Revie'!.?fDownstream System (EDSPM Section 4.03.4.C)
o l!J A downstream drainage analysis as described in EDSPM Section 4.03.4.C. On-site drainage shall be governed by the
,..,.,( Oregon Plumbing Specialty Code (OPSe).
D ~ Elevations of the HGL and flow lines for both city and private systems where applicable.
~gn of Storm Systems (EDSPM Section 4.04)
~ [J. Flow lines, slopes, rim elevations, pipe type and sizes clearly indicated on the plan set. :
o 0 Minimum pipe cover shall be 18 inches for reinforced pipe and 36 inches for plain concrete and plastic pipe materials,
Or properengirieering calculations shall be provided when less, The cover shall be sufficient to support an 80,000 Ib
,....,{Ioad without failure of the pipe structure. .
D ~ Manning's "n" values for pipes shall be consistent with Table 4-1 of the EDSP, All storm pipes shall be designed to
achieve a minimum velocity of three (3) feet per second at 0.5 pipe fullbased on Table 4-1 as well,
Q!)>er/Misc , '
~ D Existing and proposed contours, located at one foot interval. Include spot elevations and site grades showing how site
drains
I!i D Private stormwater easements shall be clearly depicted on plans wh~n private stormwater flows from one property to
.-/ another
o l."'J Drywells shall not receive runoff from any surface wlo being treated by one or more BMPs, with the exception of
residential building roofs (EDSP Section 3.03.4.A), Additional provisions apply to this as required by the DEQ. Refer
Jto the website: www.deo.state.or.us/wo/<rroundwa/uichome.hcm for more information. '
o ~ Detention ponds shall be designed to limit runoff to pre-development rates for the 2 through 25-year storm events
"This form shall be included as an attachment, inside the front cover, of the stormwater study
"IMPORTANT: ENGINEER PLEASE READ BELOW AND SIGN! J
As the engineer of record, I hereby certify the above required items are complete and included with the submitted stormwater study and
pl.an set. (5 /1 PRE-SUBMITTAL REC'O'
SIgnature: V4~^~' ~...eAJ ~ 0" Date: //-3-0?
/ --- "f . NUV;) ,,\l J , "
Revised 1/1/08 Molly Markarian
10 of 10