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HomeMy WebLinkAboutApplication APPLICANT 11/3/2009 City of Springfield Development Services Department 225 Fifth Street Springfield, OR 97477 Site Plan Review Applicant Name: ROBIN AND MIKE= SANDERS Phone:t3""$I/) 7';'6-<66;;'8, - ---- Icompanv: BELLCO ~NTEF?PR1'5TS IFax: _/..;l..6-906S IAddress: POBOX FF 5PRI~6-FIElD OR 9')7'/7 , -- IAPPlicant's Rep.: LA Fi'F?Y E;.._F.\'.EED. IPhone0"r/) 6(J)-/0'iJ/ I 7F?H TF?AN5POr;>T""'ATlON 6"f.l6/N&eF?\N~1 - Company: I.ANn I)",~ PI ANN/Nt';- O,VI-o;IIJN Fax: 313.:6577 !Address: Y?6'S V/LLA6-E PLAZA I..QOP. ""''';;'01 E"U6ENE OR 9'';y.o/ I CUDDEBACK COMME"RCI~ L "",ol"e;Rne-S /, ) d Property Owner: Phone: <..5Y/ vg y- 221., /companv: ~ :r~:;V~:~t~~ldi;t=F?e/AL RF.AL 1=:'STItTE Fax: '1'3'1-0666 I !Address: gscr W/LLAHE:~ ST 11 3d. 0 EUG-EN.~ C;>R '1-? YO/ J ASSESSOR'S-MAP.NO:-I?~03- ~ -2r~?'r'ITAX LOT NO(S): ""',y,~1 / t'h';:-.fhr2f!:f:';,1J7 Property Address: f.,fi_0'5 )-1 O~k: BL.vD ISize of Property: PAO/ RE bEV~I.Qi'M~/LIT /k ~/bSQFrAcres 0 Sauare Feet ~ I Proposed Name of Project: R~PL.ACt::MENT 'rACO ~E'LI_ F?E.,,:>n!/I'?ANT I Description of If you are filling in this fonn by hand, please attach your proposal description to this application. Proposal: C. ,5"6'5" F r/tea 8E'LL (fW/LDING PLAN T-50) IExistinq Use: /13 00 =>'F TI\CO BeLL RE:-:;TAufi"AHT (CiRcA 1"f<50'S) INew Impervious Surface Coverage (Including Bldg: Gross Floor Area): ~A~DITIOHsf<" Si natures: Please si nand rint our name and date in the a riate box on the next 7OIJW01'OOO('O.. DIM NONG-: TO U5E E'XI5Tlt-I6- Associated Applications: _"5J6l';;{~ /pre-sub Case No.: P/2..E.Woq -OOD~I Date: III ?/04 Icase No.: I Date: IAPPlication Fee: $ 1.;.LU,.oO ITechnical Fee: $ JQT~FEES: J 11!{1'00 Signs: I Reviewed by: I Revie'l\Ied by: ~ ((1 ..,.l~~(2(JUJVOJ-OOO~ NOV 3 2009 1 of 10 Postage Fee: $ .6" Revised 1/1/08 Molly Markarian Owner Signatures This application form is used for both the required pre-submittalmeeting 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. 6'f.L...{~h.....:(' kC.04:1'Ul-<:'.K.(,"~/ f/~~1pvrlJ.er 1.uC. ""/;)(u~.t' C;d1{~L C;~, Date: Sigrlal:ure C~-JAr...bc...._o:y COl.-t.....,,<t:1:c.'.{b. f l/!zwf1Gr?'t...~s /";':;, ko..udcUI Cl-Gc!)p!.('Hk Print /. >1/ "J./~ -7,' () l/ l_r/ I_UU"I ~e..v. Sub~1 ______ I~e this application to be complete for submittal to the Clty~~Con5istent with the completeness check performed on plIcation at the Pre-Submittal Meetlng~f.firm the information identIfied by the CIty as necessary for process he applicatIon IS provided ~1O or the Information WIll not be provided If not otherwise contained within the submit , d the City n:YJ.-y~hegjn processing the appl!catio~ with lhe"jnformation as submitted. This statement serves as written no ~rSUant to the requirements or OR.S 227.178 pertaining to a complete application. e; Owner: Signature -~ Print PRE-SUBMITTAL RECIO NOV 3 2009 Revised 1/1/08 Molly Markartan 20110 Page 1 of 1 Larry Reed From: Campbelco@aol.com Sent: Wednesday, October 28, 20097:47 PM To: Larry Heed Subject: Fwd: scanO.pdt Attachments: scanO.pdt Cuddeback Signature Tim Campbell Campbell Commercial Rea!' Estate PH: 541-484-2214 FX:541-484-0666 Web: www.cHmnhellrecnm PRE.SUBMIITAL REC'O NOV 3 2009 11/2/2009 Page 1 of 1 Larry Reed From: Randy Cuddeback [cuddebacklumberp@qwestoffice.net) Sent: Wednesday. October 28, 20094:33 PM To: Campbelco@aol.com Subject: scanO.pdf Attachments: scanO.pdf Signature attached for Taco bell Randy . PRE.SUBMllTAl RECID NOV 3 2009, 111212009 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 appli~ation process. An application without the Owner's original signature will not be accepted. I Pre-Submittal The undersigned aCknowledges that the information in this application is correct and accurate for scheduling of the Pre- Submittal Meeting. ~ APPLlCANT- B'ELLCO ENTER('I~I'5~ ~-i,.., S......... 0... AA' Signature Date: I/J /t1 I co. I '. _l!UJ'''/ <: ...~s Print Sub I repre this application to be complete for submittal to the City. performed on Owner: y Signature ~ Print PRE-SUBMITrAL REC'D NOV 3 2009 Revised 1/1/08 Molly Markarian 2 of 10 I' N/A = NOT M'(J/letltSlE Site Plan Review Submittal Requirements Checklist NOTE: . ALL of the following items MUST be submitted for BOTH ~re-~mittayand 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. ---./--- :fI3~6'~ ME.'RRHL DEVELoPMENrco, LLC ;l:....S-:76 @ Applica60n 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. ct Site Plan Review Application Form ...,./'_1i10l.iNO ~OOI<'Ll:r J"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. ~ ~ Copy of the Deed ,.. rT7I.CHE"Q -"MC'~OE' rtT'\..l:; eOMl'IINY Copy of a Preliminary Title Report issued within the past 30 days documenting ownership and listing all encumbrances. TO ~\O""V8M,T1Fl) WITH ..,.....\. '5VIff'l'T1^l -AF'1O=R CQ....jll....N~S R8IIE"LV 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. NJAO Right-of-Way Approach Permit Application provided where the property has frontage on an Oregon Department of Transportation (ODOT) facility. ,..,..../~ E"XI-\\~IT 1-1 ~ Three (3) Copies of the Stormwater Management System Study with Completed Storm water Scoping Sheet Attached - The plan, supporting calculations and documentation must be consistent with the Engineering Design Standards and Procedures Manual. Rl:;PLAcE"t1E-<.>T rlleo l'rE'L<" - 'S"o=~ PA/PEJ2. O~ l-l^RRl\rIV~ o 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. ri" (Seven (7) COfies of the FOI!OW/"pg Plan Sets for pre-s~p,"ittaVOR Eighteen (18 Copies of the Fo lowing 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. - ^ 5kl NC FOR .pAP. rtp. L WAIVER -E:XI~T1N6 PU!..LY DEUEldED :I"ITE" a. Site Assessment of Existing Conditions 0Prepared by an Oregon licensed Landscape Architect 0 B<icinity Map Enr~~~~~A(REC/D NOV 3 2009 4 of 10 ~t. Revised 1/1/08 Molly Markarian H/~ NIl'< N/A WI>. N/A N/A ~e 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, 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 o The lOa-year floodplain and f100dway 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-/ $E"G" r...~ 7 or- NARR....rl vr: 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 TO ,. 'I~^RS) o Physical features including, but not limited to trees 5" in diameter or greater when measured 4 '12 feet above the ground, significant clusters of trees and shrubs, riparian areas, wetlands and rock outcroppings ..,..-;::"'~\ST1"G- 'SITE' - SEE'" P"~. 7 of "'A~f?"nvE U Soil types and water table inrormation 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 N/" b. Site Plan [3'Prepared by an Oregon licensed Architect, Landscape Architect, o(Eriginees -_~R:V 0"Proposed buildings: location, dimensions, size (gross floor area applicable to the parking requirement for the proposed use(s)), setbacks from property lines, and distance between buildings (S"HEET 10 I) o Location and height of existing or proposed fences, walls, outdoor equipment, storage, trash receptacles, and signs 0Location, dimensions, and number of typical, compact and disabled parking spaces; including aisles, wheel bumpers, directional signs, and striping ~ 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 D Observance of solar access requirements as specified in the applicable zoning district ~On-site loading areas and vehicular and pedestrian circulation 0Access 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, type, and number of bicycle parking spaces ~H ffT 10 I) f/("l-JOT "'SHowN U Location of existing and proposed transit facilities (OFF "LAN - SEE PM€.a. OF NM"""T1II6=) 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 include a phasing plan indicating any proposed phases for development, including the boundaries and sequencing of each phase. Phasing must progress in a sequence promoting street connectivity between the various phases of the development and accommodating other required public improvements, including 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. NONE" (Jf'i'o~()5EO Cc. Improvement and Public Utilities Plan D prtP~ed by an Oregon licensed Civil Engineer l D Locatio~d width of all existing and proposed easements ...'...... o Location, wldths:(pf paving and right-of;way)~~nd names of all existing and proposed streets, alleYS~d~ications or other right-of-ways within or adjacent to the proposed development, includlng.o!'nership.anp maintenance status, if applicable. , o Location and type of existin'g.and proposed street lighting .. '" o Location of existing and rE!q~ir.ed.traffic control devices, fire hydrants, power poles, transformers, neighborhood mailb~x,units, and similar public facilities D ..... Location, widthl a~dconstruction mat~~ial of all existing and proposed sidewalks, sidewalk ramRs,'pedestrian access ways, and trails ~ .......... D Location' and size of existing and proposed utilities on and adjacent to the site including ~ .-"", ..' .. sanitar-y sewer mains, stormwater managemenq;y:stems, water mains, power, gas, telephone, and cable TV. Indicate the proposed "connection pOints ..,; . d. Grading, Paving, & Stormwater Management Plan (51<'= e;xHI B'IT HAND 'Slfn \O~ ~prepared by an Oregon licensed CiVil~~ :rRl{) C."NO lO~) ~'SeE1<INk WI,IU\;'R - L.:J Planting plan prepared by an Oregon licensed Landscape Architect where plants are proposed as part of the stormwater management system d Roof drainage patterns and discharge locations 0" Pervious and impervious area drainage patterns 0' 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 GExisting 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 D Amount of proposed cut and fill (E'XISTlN6 'S IT~) e. Landscape Plan ~E'FKltJC ",""I\'''el'' - L:J Drawn by a Landscape Architect ~ocation and dimensions of landscaping and open space areas to include calculation of landscape coverage SScreening in accordance with SDC 4.4-110 0' Written description, including specifications, of the permanent irrigation system ~ocation and type of street trees ~ist 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 CTACO BELL COR'l'OIfATlON T- 50 8UILOIN6-- I"U\N5 f. Architectural Plans ...-r/- A~50 '5E(': EXHI.B(T t;:-.;L Lj Exterior ele~ations ot all buildings and structures propqli~p fq~B~.l1v~?~nt site, including height rKt';>UI iIVlII'AI. I<tl..U Revised 1/1/08 Molly Markarian NOV 3 2009 6 of 10 ......./ - 'S"E"E E'xHrff'T E-I ~ Conceptual floor plans g. On-Site Lighting Plan (:5"H~ 101) ~Location, orientation, and maximum height of exterior light fixtures, both free standing and attached ;;ls-"'r Pou;: F,xiVl1E ~ype and extent of shielding, including cut-off angles, and type of illumination, wattage, and luminous area (e:XI-f1Bli r) 0Photometric test report for each 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 SDC 5.1-120: N!f;. D N/A D N/A IT l'//~ D NIp. D N(A D N/A D N/A D NjA D N/A 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 I;;XI"5,r 1-/(; Fc..>l'Y DE"ve'loJl60 '.:"':r€ 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 ~} PRE.SUBMITTAl REC'O NOV 3 2009 Revised 1/1/08 Molly Markarian 7 of 10 :!" PUBLIC WORKS DEPARTMENT iEngineering Division Phone: (541) 726-3753 Fax: (541) 736-1021 STORMW A TER MANAGEMENT SYSTEM SCOPE OF WORK. "."::"0.lJ#4;~lo.~~L"@dt;;,i::iiJ4:~~iiJjfj/~Wiffiffb~;;i"jj,~~i~~~~;~~~~,.::,."'"j Project Name: NF=IV rhc.o 6ELL Applicant: SEu..CO eNTP'" LL~ L~'1.r.J '"'''''' I AsausonPlII"celtl: ,')-ol-?O-2,-SY TI Yi?/ Dale: ~~T IV aO(7<( I LandUse(I): ~I'l<JRAljr BLP&- zsn; ~F, PboDe#: r:rv/ -687-lo~/ I ProjectSIze(Aern): 1-UL~s" ~~mw.<;. %:;:TEft Fax#: :JYS--65"'!'f ~;~:=;J~:(:;=~.;~.!:~S;..,~~!~;",<o,..".~"t:j~r..~11€,:':~.~,~~;flJ:~,_, f'R"f"~IN6 T"O Re-M~ ",J('lo;rIN6 r"co 1!f:IL ANI) Re:-B""LO, PRG:JEa.1Tl.Y TlIl" ,-'''-/i IS ALL ~l\vE"O e....pr;r:I"'I1VS) b,,~...r <-oF{ s..r e. 1........T_700~... ", 100 "".()"'~ERVI""~. Ne"..v O/!!"vE'l.i?....uE....T WILL !'lAVE=' LS"H ,...~~V/l'V~ SVI'fFI'<CFS AT /0,6'i5''', A I\'eoiX17bN (JF' ,"'P..l'fVI~ ARE1\ 8'1 ,,'T07 .,-,F. Drainace PropOlal (Publie """,,"don(.), discharge loeation(s). etc. Attach odditional .heeI(s) ifncceosat)': ~)lI'SrIN6 DEVe'I""""....r HA~ 01 STOR.... ........T1!'~ I NL~rs 1'11"', C"NII6'-1'$ TO 7"..... ~~DP'I~ CE~'S AND c,n~ $TOA'Nf w/\,Tl7R 'S)"STIiM. "'HIS S''l';;'S Gi~IST'IoIc- DIf~II/~&: f"i1l.L-Dln '41'1/(1"6 "~I!'7-S D"'TH~ SItOl'l'IN6 C~ 6'.YoNO THO' PAl) ,.,1010 L''''''!'S OF ~otJSnI1GT""toI, Pnposod S , """ lief' Resl MmagemCD( Pracdees: J;Mr PORTIO" OFS'TE"(fIlD HAUDLES"fi"J<lml'l' SHoP""6 ca.TWl? I'hRl:IWG "'fJD R",-~"GI"!<.O rAR~IHt "'LlP /;CUi''SS II'/LEl15' ':' Z 1"1- - ~.n...<.>I"I'f' FIi!<>M E'.l(.....,o(~ s ~_, IY~ I'>lCD"a/;'u' Pto-TlO "'Rf?\"t\h1P ~ DIlIVe' TMflv-INI"OCW LANE- TO '" ?~,.,. I( Iv"..r 111"--'S~~F - RMr{ ~~"'D",,::, '$.flrl"' f1/0.tT ,":'.rg "'-k~I"~..~fr("f.r'''''r''C:'I,r-:'r. ."'r.PIM-1 ~F." ." 'f~;t,.:'i'::;11I~1~~;:.~;r;~~~~i?1~i~l~il;t~~l~l~fdfZ1":! 'i"~'::'.;':ii~; D~. ;;nape ~dv Tvn. CEDSPM Sf.don 4.03.2\: (Nol.. un ma.. h. s.bstitwtcd for ~tinl\.~1 Mrt~ S II S. S dy ( b_ ' I" od' ') 3.A'S.-o otrl"'OULlW-vf CA(('''o-HhT"T . ma lie tu - USe ~Uooa Moth ,orcalc:u1alio"" SrOvO<;R Ok"Y TO U'E S l'IALl SITE ,TlJDY . Mid-Level Deve)opmelll Study - (use Unit Hydrognph MClbod (or ealculatiofls) o Full Drainage Development Study - (UI< Unit [I. ~",,,. ph Mechod (or.aIe.lations) EnvlrODlDfllla1 CnDltdorallons: I!i Wellhead Zone: Z"~'" T,-I ~~ Hillside Developlllent: iii WellandlRiparUm: ;J" ." iii Floodway/Floodplain: II Soil Type: ~LIfd; 1'1..... (.....1 r_ ~ Otba Jurisdictions: - ~Ir.am Antlnll;, . N/A o Flow line for staI1ing waler surface elevation: o Design HGL to use for staniDg waler surface elevatiOn: o Manhole/Junction to take analysis 10: ,,/'" J//It altum to Matt Stouder (ill CIOi ofSpr;nmtld, email: malouderlilcl.lllrlneruld.or,us. FAX: (541) 736-1021 Reovi* 1/1108 ~lIy ~rk,rian 9 of 10 PRE-SUBMIITAL REC'D NOV 3 2009 'I!:l vv~ / COMWLETESTUDYITEMS 1- .t'Or Official Use Only. AI RS' * Bas.d upon Ih. information prqvided on the from oflhis .heet, thefollowing repres.nts a minimU1ll of whllt is ""ededfor an opplicarion to be campldefor submit/alwlth r.speol /0 drainage: howt!l1er, this list shouldnol be UfJedln I/eu oflh. Springfield Dt!l1elopment Code (SOC) or the City's Engin.ering Design Manual. Complianc. with tllne requlreme"'s does nor COlUtizvte sile approval; Additional sile specific information may be required. Note: Upon sooping shut submittal, l!/ISUFe completedform has been signed in the space provided below: Interim Design Standanb/Wator QuaUty (EDSPM Chapter 3) Req'd N/A. 15 0 All nOD-building rooftop (NBR) ~_.:ous s~es sbaIl be prHreated (e.g. multi-cll8Inbcred cil1l:bbasin w/oil filtratiOD media) for stormwater quality. AdditionaUy, .millimum of50% oCthe NBR impervious surf.ce sholl be treated by vegewed methods. . 0 Wbere required, vegewive slOnnwaler design sha.ll be consistent with interim desigll .tandards (EDSPM Section 3.02), set forth by the Bureau of Environmental Services (BES) or Clean Waw Services (CWS). Ii 0 For new NBR impervious area (e..than i5.000 square feet, a simplified design -Fr' ....l1 may be followed as specmed by the BES fur veeetative treallllcnl '" 0 If a otmDlwaler 1relIIlIlent swale is proposed, submit calculationslspecificatiQllS for sizing, velotl!)', flow, side slopes, bottom slope, and .ecd mix consistent witb either BES Dr CWS requirement>. I 0 Water Quality col<:ulatioo.s .. required in SectiOD 3.03.1 orlbe EDSPM o All building rooftop mounted equipment, or other fluid containing equipmenl Iotated outside of Ibe building, s.haIl be provided with secondary cootamment or weather resistant enciOS1ll"e. GeDeral Study Requirements (EDSPM Section 4.03) tI 0 Drainage study r" Or~ _J by a Professional Civil Engineer licensed in the stale of Oregon. III 0 A complete draiDage study, .. required in EDSPM Section 4.03.1. including a bYdrological study map. III 0 Calculations sbowing syst<:m capacil)' for a 2-yoar .torm event and overflow effects of a 25-year stonu event. IJI 0 lbe time of concentration (Tc) shall be determined using a 10 minute start time for developed baslDs. R..iew of Downstream System (EDSPM ScctiDO 4.03.4.C) o ~ A downs1reOlll drainage analysis as described in EDSPM Section 4.03.4.C. On-sile draiDage sbaIl be governed by the Oregon Plumbing Specialty Code (OPSC). o _Elevations of the HGL and flow IiDes for both city and privaie systems where applicable. Design of SlOrm Systems (EDSPM Section 4.04) iii 0 Flow lines. slopes, rim elevations, pipe type and sizes clearly indicated on the pi.. set. o lliiMuwnum pipe cover sball be 18 incbes for teinforced pipe and 36 incbes for plain concrete 9lld plastic pipe materitiIs, or proper eng.inec:tin& calculetions ;haIl be provided wben ios.. The cover sbaIl be sufficient to support an 80.000 Ib load . withom failure of the pipe s!rUclnre. o !iii Manning's "n" values for pipes shall.be consistl!1lt with Table 4-1 of the EDSP. All stoan pipes sball be designed to achieve . minimum veiocity ofthre. (3) feet par second at 0.5 pipe full based on Table 4-i as wen. OtberlMisc ~ 0 Existing and propoud co~tours, l';""ted at one fOOl interval. Include spot elevations and site grade. showing bow site dIBin> o Private st_._ , ~.ar oaselDollIS shall bo clearly depicted on plans when privafi: stormwalar flows from one property to another lWDryweJls shall not receive nmofffrom any surface wlo being treated by one or more BMPs, with the exception ofresitleuliol building roofs (EDSP Section 3.03.4.A). Additional provisions apply 10 this as required by the DEQ. Refer 10 the website: www.det.Lttatl:.or.us/walID"nlmdwaluicJlOmehem for lDOTe information. o IiiJDetention ponels sholl be desiglled to limit nmoffto pre.development nIles for the 2 through 2S-year storm events "Thisfo"" shaJJ bc inclruled IlS an alt4Chment, in..i4e tile/TOtti ct/PU. of/h. J/ormlflalc' _dy I" IMPORTAlVT: ENGINEER PLEASE READ BELOW.AND SIGN! As the engineer of record, I hereby eerti1Y tho above required items are compiete and included with the submitted srormwarer study and plan set Signature Dale Form Version 2: March 2004 PRE-SUBMITTAL REC'D NOV 3 2009 ~- . COMPLETE STUDY ITEMS I ForOfficiaJUseOnly: * Based upon the iriformation provided on the front of this sheet, the following represents a minimum of what is neededfor an application to be complete for submit/al 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 not constitute site approval; Additional site specific iriformalion may be required Note: Upon scoping sheet submit/ai, ensure completedform has been signed in the space provided below: Interim Design StandardslWater Quality (EDSPM Chapter 3) 13!i1'd N/A ~ 0 All non-building rooftop (NBR) impervious surfaces sball 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 ~ treated by vegetated methods. ~ 0 Where required, vegetative stormwater design shall be consistent with interim design standards (EDSPM Section 3.02), ......< set forth by the Bureau ofEnvironrnental Services (BES) or Clean Water Services (CWS). ~ 0 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. ~ 0 If a stormwater treatment swale is proposed, submit calculations/specifications for sizing, velocity, flow, side slopes, d bottom slope, and seed mix consistent with either BES or CWS requirements. r..J Q,Water Quality calculations as required in Section 3.03.1 of the EDSPM o [] All building .uu;.u}' 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 <W'l. 'SITE' PLAN t -FLIT~ "RC:H'~TV"'t. Pt."t(~ ~eral Study Requirements (EDSPM Section 4.03) ~ D. Drainage study prepared by a Professional Civil Engineer licensed in the state of Oregon. o 0. A complete drainage study, as required in EDSPM Section 4.03.1, including a hydrological study map. ] o ~ Calculations showing system capacity for a 2-year storm event and overflow effects of a 25-year storm event. 5~At."" o [B' The time of concentration (Tc) shall be determined using a 10 minute start time for developed basins. slnr Revie'!..91'DowDstream System (EDSPM SectioD 4.03.4.C) o l!I A downstream drainage analysis as described in EDSPM Section 4.03.4.C. On-site drainage shall be governed by the ..,...,( Oregon Plwnbing Specialty Code (OPSC). o ~ Elevations of the HGL and flow lines for both city and private systems where applicable. ~gD of Storm Systems (EDSPM Section 4.04) ~ Q 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 proper engineering calculations shall be provided when less. The cover shall be sufficient to support an 80,000 lb ......(Ioad without failure of the pipe structure. D ~ Manning's "n" values for pipes shall be consistent with Table 4-1 ofthe EDSP. All storm pipes shall be designed to achieve a minimwn velocity of three (3) feet per second at 0.5 pipe full based on Table 4-1 as well. Q!.IoerlMisc ~ 0 Existing and proposed contours, located at one foot interval. Include spot elevations and site grades showing how site drains I!i 0 Private stormwater easements shall be clearly depicted on plans when private stnrmwater flows from one property to ,.....,( another o ~ Drywells shall not receive runoff from any surface w/o 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.dea.state.or_lIs/wahrr01mdwa/uichome.hcm for more infonnation. 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 at/aehment, inside the front cover, of the storm",ater study " IMPORTANT: ENGINEER PLEASE READ BELOW AND SIGNI I As the engineer of record, I hereby certifY the above required items are complete and included with the submitted storm water study and pl.an set. tS.!f~ PRE.SUBMITTAL REC'D SIgnature: . Date: //- -;;;? - 0 Q h~~ ~ ~^~O /I-~ / -' . NUV 3 ~uu... . Revised 1/1/08 Molly Markarian 10 of 10 <,'I , - ..II. C;J.SGAnE. TITLE CO, , 111I11111111~lllllllllIlllllllllllllmlmi STATUS OF RECORD TITLE REPORT JRH, LAND USE PLANNING DIVISION ATTN: LARRY E. REED, PRINCIPAL EMAIL: LARRYREED@JRHWEB.COM Our No: . CT-0264590 Date: NOVEMBER 2, 2009 Charge: $200.00 Government Service Fee: $35.00 As requested, Cascade Title Co. has searched our tract indices as to the following " described real property: Beginning at a point on the Southeasterly margin of Mohawk Highway, said point being North 890 44; 15" West, 110.,08 feet from the Northeast corner of Block 6 of Mohawk First Addition, as platted and recorded in Book 15, Page 23, Lane County Oregon Plat Records i and running thence along said margin,,' North 290 13' 07" East, 195.33 feet; thence leaving said margin run South 890 48' 271/ East, 4'55.08 feet to the West margin of 18th Street; thence along said West margin South 00 11' 34" West, 273,00 feet; thence leaving said West margin run North 890 4'8' 26" West, 34.65 feet; thence South 58' 49' 12" West, 25.85 feet; thence North 89' 53' 24" West, 152.99 feet; thence North 740 28' 08" West, 62,.15 feet; thence South 700 06' DO" West, 30,02 feet; thence North 890 46' 3D" West, 141.99 feet to the East line of said Block 6; thence along said East line North 00 13' -3D" East, 109.54 feet to the 'Northeast corner of said Block 6; thence North 890 44' 15" West, along t~e North line of said Block 6, 110.08 feet to the' point of beginning, in Springfield, Lane County, Oregon. and as of: OCTOBER 28, 2009 AT 8:00 A.M., we find the following: Vestee: CUDDEBACK COMMERCIAL PROPERTIES, INC., AN OREGON CORPORATION Said property is subject to the following on record matters: 1, Taxes, Account No., 0212074, Assessorts Map No, 17 03 25 3 4, #4101, Code 19-00, 2009-2010, in the amount of $25,833.09, PAID IN FULL. 2. Easement, including, the terms and provisions thereof; granted to the City of Springfield, recorded January 17, 1977, Reception No. 7702804, Lane County Official Records. 3. Easement, including the terms and provisions thereof, granted to the City of Springfield, recorded January 17, 1977, Reception No. 7702805, Lane County Official Records. continued- MAIN OFFICE' 811 WILLAMETTE ST. . EUGENE, OREGON 97401' PH: (541) 687-2233 FLORENCE' 1901 HWY 101 - S. 2 . FLORENCE, OREGON 9;439 . PH: (541) 997-8417 EUGENE FAX: 485-0307 *. E-MA:IL: info@cascadetltle,.com * FLORENCE FAX: 997-8246 PRE-SUBMITTAL REC'D NOV 3 2009 '. 4. Unrecorded Leases disclosed by Assignment of Leases from McKay Investment Company,. LLC, an Oregon Limited Liability Company, to Cuddeback Investments, Inc., an Oregon Corporation, recorded November 30, 2005, Reception No. 2005-'095349, Lane County Deeds and Records. 5. Declaration of Cross Easements, including the terms and provisions thereof, ~s recorded November 22, 2005, Reception No. 2005-093358, Lane County Deeds and Records. 6. Deed of Trust, including the terms and provisions thereof, executed by Cuddeback Commercial Properties, Inc., an Oregon corporation, Grantor, to First American Title Insurance Company, Trustee, for the benefit of Umpqua Bank, Beneficiary, dated December 19, 2008, recorded December 29, 2008, Reception No. 2008~067934, Lane County Official Records, to secure payment of a note in the amount of $1,179,947.00. 7. Assignment of rents due or to become due and accruing from said property; including the terms and provisions thereof, from Cuddeback Commercial. Properties, Inc., an Oregon corporation, to Umpqua Bank, dated December 19, 2008,. recorded December 29, 2008, Reception No. 2008-067935, Lane County Official. Records. 8. Financing Statement recorded December 29, 2008, Reception No. 2008-067936, Lane County Official Records, lists Cuddeback Commercial Properties, Inc., as Debtor, and Umpqua Bank, as Creditor, with security information obta~nable from creditor. This report is to be utilized for information only. This report 'is not to be used as a basis for transferring, encumbering or foreclosing the r~al property described. The liability of Cascade Title Co. i? limited to the addressee and shal~ not exceed the premium paid hereunder. CASCADE TITLE CO., by, DOUG PIERCE PRE.SUBMITTAL RECID NOV 3 2009 . , FOR ASSESSMENT AND TAXATION ONLY SE1 /4 SW1 /4 SEC. 25 T.17S. R.3W. W,M. LANE COUNTY sCALE: 1~ = 100' / /4300 "'., I~~v, ~. .: ~," i/3 4200 ill;' ~ ~ 1110.... IJ '.""<'< .,~... ,1 2 ~ I M l (;:) )..' --~'~~e.:!~l:'__'~'_'!_...'~~~ +tee ~ _ ....... ,f ~ ) 4101 ~,' 3 ~ Ii' i, ),09M:.. L.i., /! i~-;:;; - ;!~, ::~;,..,~~ . -.- " ~r ~: . . ,\ ~ ,..."..... 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'lot 4 9. ,. ~ ~ \.7200......... 116500...~ ." ! 6700DBOO 1 I o]l~f~' ':;, :'~L~iiP '~ ~~~~U..,..:~ , ,.}. - . ~ !'~;" PRE.SUBMITTAL REC'D SEE MAP 17 03 36 21 NOV 3 2009 I I I II I I I I I I I I I I I I I I I .. JRH . _., I . -- 'I ". '" - -:':-'I--=T~~- -~ [ N G [ N f f .... I' R () I [ C T 1\1 A NAG'S I' L 1\ N N [ R. S CITY OF SPRINGJilELD TACO BELL RESTAURANT MOHA WK BOULEVARD SITE PLAN REVIEW APPLICATION OCTOBER 28, 2009 PRE-SUBMITTAL RECIO NOV 3 L009 , , . .,;u-,_...!.~...........~ _ ..'~ I I I I I I I I I I I I I I I I I I I ~ CITY OF SPRINGFIELD TACO BELL RESTAURANT MOHAWK BOULEVARD SITE PLAN REVIEW APPLICATION OCTOBER 28, 2009 Prepared for: Belko Enterprises Robin (Merrell) and Mike Sanders P.O. Box FF Springfield, OR 97477 Prepared by: JRH Transportation Engineering Land Use Planning Division 4765 Village Plaza Loop, Suite 201 Eugene, OR 97401 Telephone: 541-687-1081 REQUEST: Replacing existing Taco Bell restaurant with a new Taco Bell on the existing pad at the northwest comer of the BiMart Shopping-Center, Mohawk Boulevard PRE.SUBMITTAl REC'D NOV 3 2009 I I I I I I I I I I I I I I I I I I l- 1'..- EXECUTIVE SUMMARY Applicant! Owner: Bellco Enterprises, LLC Robin (Merrell) Sanders P.O. Box FF Springfield, OR 47477 Property Owner: Cuddeback Commercial Properties, Inc. c/o Tim Campbell Campbell Commercial Real Estate 859 Willamette Street, suite 520 Eugene, OR 97401 Design Team: Larry E. Reed - Designer and Project Coordinator JRH Land Use Planning Division 4765 Village Plaza Loop, Suite 201 Eugene, OR 97401 Telephone: 541-687-1081 Steve Woods - Surveyor Ford & Associates P.O. Box 22735 Eugene, OR 97402-3048 Telephone: 541-344-1852 Brian Genovese, P.E., PTOE - Engineering JRH Transportation Engineering Telephone: 541-687-1081 Bob Newton Yum Brands, Inc. Taco Bell Corporation -1290 Von Karman Irvine, CA 92614 Telephone: 949-863-4500 Map and Tax Lot: Lane County Map 17-03-20-25-34; tax lot 401 PRE.SUBMITTAL REC'O NOV i l009 JRH Transportation Engineering Taco Bell-,Springfield, Oregon - Site Plan Review Application 1 October 28,20091 Page 2 I I I I I I I I I I I I I I I I I I I Property Location: 1505 Mohawk Boulevard, Springfield, Oregon.. This site is along the east side of Mohawk Boulevard, approximately three blocks south of Highway 126/ Highway 105, along the front of the BiMart Shopping Center site. Property Size: Tax lot 401 is 3.09 acres. The subject redevelopment site is 16,816 square feet. Zoning: Mixed-Use Commercial (MUC) Proposal: Demolishing existing Taco Bell facility and replacing with a new Taco Bell building meeting Yum Brands current Taco Bell model franchise specification. Building Model T-50. PRE.SUBMITTAL REC'D NOV 3 2009 JRH Trarisportation Engineering Taco Bell- Springfield, Oregon, Site Plan Review Application I October 28, 2009 I Page 3 1 ~ SCN.J:(fltT) '0 20 .............. ,"'."'" "'Z:r."'7.t/'/.'XY-Cf:!'/.'/'7-'/-0; ~ I / <i= / ~ ., SI TE FLAN TACO Bill !.lAP NO. 17-03-25-43 TAX LOT 4101 SPRINGFIELD, OREGON ~~o...JI~(I.l''''fT.) ~/lllLk2!IM"'''', /IGIE: IlI.JlIIIO DDDllDI, l..CICAn MD "flIOTECt _TEJIt, MflTMl' 'IICI[ w.t'Dl: Me) SIClIIII lA1OW.S iii fIIIlCI'f:Im' iM 1tI11[-u9[.. ;p.. fat.. ....... aaIIIC: ~ Co fT. 1!!1S Oft .-r'[ M'UMCLIS....M%: 10113'" FT. 141: (IF .-r'[ ~ 35f11Q.".. 2t.Clm[ k.: ~ I ~. L1M:-MW " ~ ~..- ht~tl ~ 1MNJ (1a .ur l-lca) ~~""CIllIilO,MllCliCMDLJrHIl!ilC'AI'I~ "'" ....um uc SWIliL~AT.A._.It.: tfIIU~'Im)t un. POICl nP -.mt :u n. 9IIIlL[1lJTTOM~ un. ...m ElO'I'H: us fT. nEDCWID: U fT. III[~ III \-- ~'.7 1/.. (Iv~.~ I'ORl"UHTlIIotlJIJIoIt.SO:!HElTL-101~l'I...frfIf) 1\ \ \ \ \ \ \ PR ;-SUBMITTAl ~reIf(J"A"."A" I~U V 3 LUU:l i~ - I · ~ !Il ill! ~ !Ii '" t!! z w u >-ci "'> <...J ::Om I -:.::c m~g 1<" Vl-lIc5 ~ ...J 0 . ....I~~~ n. '" o III a- ...J U a.!;: => < U") .... u >- ~ .~ ! . -- -'-- . I ~ ~ ~ ~ ~ ~ 'C \...____1 ~~ ~~.GJ ~~ -- - ,- - ,- -,- -, -..- sTrii PLAN C-101 ..... I I I I I I I I I I I I I I I I I I I TABLE OF CONTENTS 1. INTRODUCTION II. BACKGROUND III. PROPOSAL. IV. ANAL YSISI FINDINGS A. SITE REVIEW INTRODUCTION (Springfield Development Code (SDC) 5.17-120) B. MIXED-USE COMMERCIAL (MUC) DEVELOPMENT STANDARDS 1. SDC 3.2-610 2. SDC 3.2-615 3. SDC 3.2-620 4. SDC 3.2-625 5. SDC 3.2-630 C. SITE REVIEW CRITERIA (SDC 5.17-125) V. SUMMARY EXHIBITS: A. VICINITY MAP B. ASSESSOR'S MAP C. TOPOGRAPHY SURVEY (BASE MAP) D. AERIAL PHOTO E. YUM BRAND ILLUSTRATIONS E-l FLOOR PLAN E-2 COLOR EXTERIORS OF BUILDING (2 PAGES) F. PLAN SET - CIVIL ~ 6 SHEETS LARGE FORMAT (22" X 34") G. TACO BELL PLAN SET (SEP ARA TE DOCUMENT) H. STORMW A TER - DRAINAGE STUDY 1. SITE LIGHTING SPECIFICATIONS PRE-SUBMITTAL REC'O NOV 3 2009 JRH Transportation Engineering Taco Bell- Springfield, Oregon - Site Plan Review Application I October 28, 2009 I Page 4 .. I . I . I . . . . I I . I I I I . I I. INTRODUCTION Bellco Enterprises is seeking'City of Springfield Site Review Approval to replace the existing 1,800 square foot Taco Bell restaurant located on a 16,816 square foot shopping , center pad site. This pad is located at the northwest comer of tax lot 4101 of Lane County Assessor's map 17-03-25-34. This site is the northwest comer ofthe BiMart Shopping Center, owned by Cuddeback Commercial Properties, Inc. A vicinity map is attached as Exhibit A; a copy of the Assessor's map is attached as Exhibit B; and a redevelopment site survey by Ford & Associates is attached as Exhibit C. The limits of the construction line are shown on Sheet C-I02 of Exhibit F. An aerial photo of the site showing the existing site conditions and surrounding area is attached as Exhibit D. II. BACKGROUND Bellco Enterprises of Springfield and the preceding Merrell family ownership built and operated this Taco Bell for some forty years. It is located along the east side of Mohawk boulevard approximately three blocks south of Highway 126/ Highway 105. Robin Merrell Sanders' father built this Taco Bell in 1968. This site (tax lot) is 3.09 acres and contains a multi-use shopping center. The anchor tenant is a BiMart store. The existing Taco Bell is the second building on this tax lot and occupies approximately 16,816 square feet (or 12 percent) of this tax lot's land area. The applicant (Taco Bell Enterprises) wishes to build a new Taco Bell on the site of their existing Taco Bell. Yum Brands is the Taco Bell franchise owner. This existingfast food restaurant is outdated (i.e., outdoor restroom access) and does not meet Yum Brand's Taco Bell franchise standards (i.e., old equipment, sizes too small), which has led to fewer/less in- store dining customers, which has led to a decline in revenue that is expected for this location. The Bellco Enterprise believes a slightly larger Taco Bell, meeting current franchise standards, will increase inside dining and, thereby, increase revenue for this Taco' Bell site. The proposed floor plan is attached as ~xhibit E-l; a series of colored photos of the building's exterior and interior are attached as Exhibit Ee2, Color Photos. Also see the building plan, Exhibit G. This new Taco Bell building design has fully articulated, two-color exterior walls, with a multi-colored parapet, and large windows around three sides of the building and offers a colorful Southwestern interior decor. The Taco Bell site and larger shopping center site, like the greater surrounding area along the east side of Mohawk Boulevard, has a Metro Plan land use designation of Commercial. This tax lot and subject leased site/ pad was zoned as Major Retail Commercial (MRC), suitable fOf'Shopping centers, up until recently, when it was rezoned to Mixed-Use Commercial (MUC). A new Taco Bell is an allowed MUC use under Springfield Code 3.2-610 Table of Uses (Restaurant) and will continue to fulfill the City's MUC purpose and intent as set forth ,in SDC 3.2-605 and as further defined by SDC 4.7-180. PRE.SUBMITTAL REeD NOV 3 2009 JRH Transportation Engineering Taco Bel1- Springfield, Oregon - Site Plan Review Application I Ociober 28, 2009 i Page'S I I I I I I I I I I I I I I I I I I I III. PROPOSAL This proposal! application is to build a 2,556 square foot Taco Bell restaurant to replace the existing 1,800 square foot Taco Bell facility situated on a 16,816 square foot redevelopment site (existing shopping center pad). This redevelopment was laid out to meet as many of the Mixed-Use Commercial development standards as possible, within the limitations of this small, existing site while, at the same time, greatly improving and eliminating the vehicular- pedestrian interface conflicts and hazards. IV. ANALYSIS AND FINDINGS J. Site Review Introduction (SDC 5.17~120) 1. General: The site plan and accompanying plan set drawings are drawn at the scale of I inch equals 10 feet. The site address is 1505 Mohawk Boulevard and consists of a redevelopment area of approximately 16,816 square feet, located at the northwest comer of tax lot 40C of Lane County Assessor's map 17-03- 25-34. The existing Taco Bell restaurant employees from 21 to 25 people. The new facility is anticipated to employ from 25 to 30 people. Because of the small size and location of the redevelopment site, this new Taco Bell facility has no future expansion or phasing plans. In addition, there are no proposed open spaces or other public areas to be reserved or dedicated.to the City or any other government agencies. The attached plan set (Exhibit F, Sheet C-IOl) depicts the proposed redevelopment. This plan provides for lot coverage (building, patio area, paved parking, vehicle access lanes, etc.) of79 percent of and 21 percent of site in landscaping, which includes stormwater management areas. The building is one story in height, and the site is not adjacent to any residential uses or zoning district, which means the site is not subject to any solar access or setback standards or requirements. 2. Site Assessment: Since the site is the redevelopment of a relatively small comer of an existing shopping center, it is requested that the "site assessment" requirement be waived or at least in part be waived. However, Ford & Associates, surveyors, surveyed the site to establish the. site's base mapping (see Exhibit C). This survey is as shown on Exhibit F, Sheet # C-IOO of the plan set and documents the site conditions. The aerial photo of this site (Exhibit D) also documents the existing site conditions. The site contains no water courses, riparian areas, wetlands, or other natural resource areas deserving of protection, slKl4Eaijo,UBMITI l C' Important clusters of trees, rock outcroppmgs, etc. t'1( -i) A RE 0 NOV 3 2009 JRH Transportation Engineering Taco Bell - Springfield, Oregon - Site Plan Review Application I October 28, 2009 I Page 6 I I I I I I I I I I I I I I I I I I I A review of the Federal Emergency Management Agency (FEMA) flood maps for Springfield show that the site is not near any floodway or within any hundred year floodplain. The redevelopment site/ pad, including the larger shopping center site, according to the United States Department of Agriculture Soil Conservation Service's soil survey of Lane County, soil is classified as Coburg silty, clay, loam (#32, Urban Complex). According to this soil profile, much of the original soil, as part of an urban setting, has been covered by as much as 40 inches of fill material. This soil profile goes on to say the main limitations of this soil are seasonal high water table, moderate permeability, and low soil strength. If buildings are constructed on undisturbed areas ofthis Coburg soil, buildings with shallow foundations/ footings are to be avoided and stormwater diverted away from the building to avoid the shrink! swell characteristics of undisturbed soil. The existing Taco Bell development, over the past 41 years, has not experienced any settlement and! or differential settlement to the building, nor to the parking and drive areas. The existing and proposed use is as a restaurant and uses no hazardous materialS or chemicals. The site is subject to the City's well head protection area standards; however, the proposed redevelopment replaces an older, obsolete Taco Bell for a new Taco Bell and, therefore, does .not represent a risk of groundwater contamination above what currently exists. Further, it is understood that the site, including the Taco Bell operation must comply with all the applicable City and Springfield Utility Board (SUB) general groundwater protection requirements for the two year to five-year travel time zone. 3. Parking Plan and Access: Since the site is a redevelopment of the site, again, replacing an older; obsolete Taco Bell restaurant with a new Taco Bell facility, no traffic impact study (TIS) is being provided. This Site Review Application is seeking no variances from any traffic/ transportation provisions. As to the additional 756 square feet of building area, according to the Institute of Transportation Engineers (ITE) Trio Generation Manual (land use category 934), the additional floor area will generate an estimated 25 PM peak hour vehicle trips for the adjacent street. The new Taco Bell, at 2,556 square feet, is estimated to generate 86 PM peak hour vehicle trips versus the existing 1,800 square foot generation of61 PM peak hour vehicle trips, a difference of25 PM peak hour trips. This is within the margin of deviation for any given peak hour weekday trip for the existing Taco Bell. (See ITE land use code 934, 20.15 standard variation.) PRE-SUBMITTAL REC'O NOY 3 2009 . JRH Transportation Engineering Taco Bell- Springfield, oregon - Site Plan Review Application I October 28, 2009 I Page 7 I I I I I I I I I I I I I I I I I I I ^ Mohawk Boulevard is not a State,ofOregon transportation facility or subject to any ODOT Division 51 rules; therefore, no research was done into the shopping center's existing drive access history. Mohawk Boulevard has three Lane Transit District (LTD) bus routes. These routes are Route #13 Centennial, Route #18 Mohawk! Pairview, and Route #19 Pairview/ Mohawk. The closest bus stop is 320 feet south from the Taco Bell for the northbound transit routes and 74 feet north from the Taco Bell site (across street) for the southbound transit routes. The plan sheets (Exhibit P, Sheet C-101) show the site's new parking. arrangement and circulation pattern, including pedestrian access improvements. The following further explains the site plan. . The Taco Bell site plan shows the existing street access, the planned on-site vehicular Circulation, parking spaces, bicycle parking, landscaped areas, etc. Ingress and egress lane stripping is shown to provide a free flow right-turn lane out, a through and left-lurn lane out, and a marked ingress lane. . . This site plan is much improved from the current site plan, which embodies three hazardous conditions: o Access to the drive-through is by cutting across the vehicular drive egress and entrance, in front of cars exiting the site. o The drive-through queuing lane and window are.between the entrance and the parking, thereby placing pedestrians in direct conflict in a rather confined area. o Access to the restrooms, being exterior along the east side ofthe building, again places pedestrians within the path (backs turned) to the drive-through lane and exiting vehicles. . The new site plan, while not perfect, moves vehicular access for the drive-through window lane to internal to the site north of the parking area. This moves queuing away from the street entrance and egress drive improving safety. o Provides for pedestrian entrance from the parking lot, not across the drive-through window lane. o Provides restroom access inside the building, eliminating pedestrian exposure to vehicle movement within the drive_through window lane area. . The site currently has only six vehicle parking spaces along the drive- through lane. The site plan provides 14 vehicle parking spaces within the redevelopment site. PRE.SUBMITTAl RECID NOV 3 2009 JRH Transportation Engineering Taco Bell - Springfield, Oregon - Site Plan Review Application I October 28, 2009 I Page 8 I I I I I I I I I I I I I I I I I I I . The building at.2,556 square feet gross area at one vehicle space per hundred square feet of gross building floor area requires 26 spaces. The Taco Bell shares undivided use of the shopping centerparking. This much improved site plan creates a loss of only 2 spaces. This loss occurred because,of additional ADA parking and new pedestrian striped access at the ADA spaces. 4. La/ldscapi/lg: The site plan shows the landscaping for the redevelopment in compliance with SDC 4.4-100, including the provision for a permanent irrigation system. This permanent irrigation system will be designed by the landscape contractor installer (design! build) and will be submitted later as part of the construction building permit plan set. 1n addition,-the bio-detention swale within the site set-back area is also landscaped and irrigated. The site currently has only a single street tree along the Taco Bell frontage. The site plan provides for three additional street trees with 3D-foot centers, for a total of 4 street trees. These additional street trees will be'installed in a 5~ footby 8-foot tree well cut in the sidewalk in the back of the curb within the lO-foot wide public sidewalk area. Screenin2:: As discussed in the Taco Bell's May 21,2009 Development Issues Meeting, headlights of vehicles heading south within the new drive-through window lane are likely to create the need for screening this area from Mohawk Boulevard northbound traffic. To address this issue, the planned redevelopment will provide a three-foot high masonry wall along the back edge of the existing public sidewalk. 1n addition, grouping of evergreen shrub plantings will be installed in the area south of the pedestrian access where the drive-through lane swings to the leftl east, away from the street. Further, other random plant groupings within the bio-detention swale area, including street trees, will also help block headlights shining into northbound traffic lanes of Mohawk Boulevard. 5. Off-Site Improveme/lt Pla/ls: The redevelopment site construction limits'do not encompass any public or private off-site improvements. The shopping center entrance and egress drive off of Mohawk Boulevard is outside the limits of the Taco Bell construction. There are no off-site improvements required or proposed, with the exception of the delineation of painted traffic lanes at the existing street access (right turn, through and left turn, and entrance lanes). The public sidewalk is in fairly good shape. The only improvements within the street right-of-way will be the addition of the street trees in the sidewalk area. There are no utilities located in the street tree planting well area. The existing Taco Bell wastewaterl sewer and other service and utility connections will be reutilized by the new Taco Bell building. All the existing public service lines and JRH Transportation Engin~,f8ng Taco Bell- Springfield, Oregon - Site Plan Review Application I October 28,20091 Page'9 PRE-SUBMIlTAl REC'O :I 2009 I I I I I I I I I I I I I I I I I I I utilities have been located and are shown on the site's existing conditions map (see plan set Sheet C-l 00, Exhibit F). 6. Storm water Management: The stormwater management, as part of the BiMart Shopping Center, with its acres of existing paved parking is relatively flat. (See site Exhibits C, D, and the cover sheet of Exhibit G for existing site conditions.) This site's existing condition is that the site is covered with impervious surface, building, paved parking and drives, except for the five-foot wide by 140-foot grass area equaling 700 square feet along the back edge of the public sidewalk. This 700 square feet is approximately four percent of the Taco Bell.redevylopment site. The planned redevelopment will provide approximately 21 percent of pervious surface, which will include the bio-detention swale. Sheets' C-1 02 and C-l03 of plan set Exhibit F provides the engineer's stormwater management system details. The stormwater drainage study is attached as a separate document labeled Exhibit H. 7. Site Plan: Sheet C-1 OJ of plan set Exhibit F shows the location offree standing light poles on the site. This site does not adjoin any residential u~e or zoning. Exhibit I, Site Lighting Specifications, provides lighting calculations, the type of exterior lighting fixtures, wattage, etc. All light fixtures will be ofthe cut- off type and shielded to avoid the direct shining of light off the property and, especially, to prevent light from shining into the eyes of drivers, both within and off the site. K. Mixed-Use Commercial Development Standards 1. SDC 3.2-610 Schedule of Uses: On page 92.ofthe Springfield Development Code, Chapter 3, Drive-up Restaurant Uses are specifically allowed in the Mixed-Use Commercial zoning district, as approved under the City's Site Plan Review procedures, subject to the special design standards ofSDC 4.7-180. Per SDC 4.7-180, Exceution #1 - Drive-Throu2:h Uses, the existing restaurant has a drive-through window that is unsafe in terms of vehicle-to-vehicle and vehicle-to-pedestrian access conflicts. The redevelopment of the site continues the drive-through as an incidental use to the primary restaurant use, while eliminating and/or improving the operational site safety conditions. It also is worthy of noting that Yum Brands franchise standards for a Taco Bell require their Taco Bells to have a drive-through window facility. However, to accomplish these operational improvements, provided no opportunity within the physical limitations and constraints ofthe site to design the circulation and drive-up window away from the public sidewa~R&~BMITIAL RECIO . NOV 3 2009 JRH Transportation EngIneering Taco 8ell- Springfield, Oregon - Site Plan "Review Application I October 28,20091 Page 10 .J I I I I I I I I I I I I I I I I I I I section's exception wording provides a great deal of flexibility and use of judgment by staff based on the use of the words in the Code section only "to the maximum extent practicable". Excention #2 - Parking Lot and Parking Structures: This exception is not applicable, since the use is a restaurant and not a parking structure or parking lot. Excention #3 - Professional Office: This exception's provisions are not applicable, since the use is a restaurant and not an office use. 2. Base Zone Mixed-Use Commercial Standards: SDC 3.2-615 sets forth the MUC development standards. . Minimum Area - 6,000 square feet: The greater tax lot 4101 site is : 3.09 acres, while the Taco Bell lease site (16,816 square feet) is also larger than the minimum 6,000 square feet. . Minimum Street Frontage - 40 feet: The site frontage along Mohawk Boulevard is greater than the minimum 40 feet. . Maximum Site Coverage: The MUC zoning district has no maximum site coverage; the site plan has approximately 79 percent of impervious surfacing (parking lot, drives, building areas, etc.).. . Building Set-back: The MUC zoning district has no front lot line building set-back; the site plan provides a 19-foot building set-back to accommodate the drive-through lane, and the drive-through lane set- back, which includes stormwater management facility, which is allowed within set-back areas. . Parking,. Drives, and Outdoor Storage Minimum Set-back - 5 feet: The site plan provides 7 feet from the street right-of-way line and 5 feet from the north property line for the set-back for the drive-through window lanes. . Interior and Rear-Yard Set-backs when Abutting Residential or Campus Residential Districts: This set-back is not applicable, since' the site does not abut any Residential ot Campus Industrial zoning districts. " . Maximum Building Height - 90 feet: As a single-story building, the Taco Bell is much less in height than the allowed 90 feet maximum height limitation. . PRE.SUBMITIAl REC'D NOV 3 2009 JRH Transportation Engineering Taco Bell - Springfield, Oregon - Site Plan Review Application I October 28, 2009 I Pag'e 11 I I I I I I I I I I I I I I I I I I I 3. Mixed-Use Commercial Conflicts and Exemptions: SDC 3.2"620 provides certain guidelines relating to the MUC development standards conflicts and exemptions. Conflicts:. a. There appears to be no conflicts between this section and other sections of the Code. The plans were drawn with the intent of complying with all the applicable environmental, water quality, and public health and safety protection standards. b. No refinement plan, specific area plan policies, etc. that are relevant to this project to the degree of prevailing over the standards of the MUC ~oning district were found. c. The City's recent rezoning of the subject site from Major Retail Center to Mixed-Use Commercial does not appear to have made the existing Taco Bell use, including the drive-through lane, non-conforming, since this use, including the drive-through window is allowed under the Mixed-Use Commercial zoning district standards. d. An exemption process to SDC3.2-625 and 3.2-630 is provided; the proposed Taco Bell site plan and building meets the intent of the building appearance and pedestrian orientation design standards; however, not every specific detail of these standards can be achieved. These requested exemptions are addressed in the following section. 4. District Building Design Standards (SDC 3.2-625): The proposed Taco Bell building is a small, but well articulated and colorful building. This design emphasizes the building entrances, is pedestrian in scale, and has no blank walls. To achieve the overall visual understanding of the building's complex architectural relief in detail, please refer to colored elevation photos shown in Exhibit E-2. Nevertheless, because ofthe small, stand-alone nature of this single-story franchise building, the building does not meet the following standards. a. Fifty (50) percent of all the wall lengths being in window openings b. Vertical wall face shall have off-sets at a minimum of every 50 feet by providing at least one of the following: o Recesses of a minimum of four feet . 0 Extensions with depths of four feet and maximum length of overhang of 25 feet o Off-sets or breaks in roof elevation lines being a minimum of . three feet in height PRE.SUBMITIAl RECID NOV 3 2009 JRH Transportation Engineering . Taco Bell- Springfield, Oregon - Site Plan Review Application 1 October 28,20091 Page 12 I I I I I I I I I I I I I I I I I I I The building is only 2,556 square feet in area. Approximately two-thirds of the floor area is for public restrooms, food supply storage (dry, refrigerated, frozen, etc.), and food preparation! kitchen area, including open work space access aisles. Approximately one-third of the floor area is for lobby and order area, self"serve drink and condiment counter, and the dining area. It is neither practicable nor desirable to have windows in the walls of the restrooms, food storage, or food preparation areas; however, where windows are practicable, the window area achieves or exceeds the 50 percent requirement (i.e., dining area). To have four-foot wall depth off-sets for a single-story building of only 77 feet long and 30 feet wide is disproportionately large for the structure's size and length of wall and would not be in scale for the building. (See two-foot by two-foot entrance projections.) The following portion of this narrative seeks approval of an alternative to the City's Building Design Standards. 5. MUC Developmellt Stalldards- Gelleral, Buildillg Desigll Stalldards (SDC 3.2-625: Intent of Standards: The following building features are equal to or exceed the City's Building Visual Appearance Standards. As shown in the colored exterior elevation photos (Exhibit E-2), the Taco Bell building provides extensive architectural interest and surface area relief on all four sides of the building in the form of: . Two types of exterior surface materials - stone wainscot and stucco-in- appearance wall covering . Multiple exterior color palette, darker stone material with lighter sand! camel color walls, with a darker, multi-colored decorative parapet . Multi-building relief elements. Again, this is stone "Yainscoting that is set out from the building wall and has a capstone design. The windows and doors will have wide access trim of a darker color, set out from the wall, providing shadow contrast with the wall color/ material. . All windows, including drivHhrough windows, will.have canopies and/or trellises above the windows, providing additional light and shadow effect upon the walls to visually break up the building's exterior. . Additional architectural interest, including additional relief off-set shadow effect, etc., is provided at the entrance, providing two- foot by two-foot columns with arches over the top, called a "flying arch" above the entrance. This architectural element is carried out above the drive- through window. These elements are in excess of the three feet above PRE.SUBMITTAL RECID . . JRH Transportation En&we,ting 3 2009 Taco Bell - Springfield, Oregon - Site Plan Review Application I October 28, 2009 I Page 13 .? I I I I I I I I I I I I I I I I I I I ',;" the building parapet; however, it is not clear whether this element is considered a break in the roof elevation. . Taco Bell's exterior lighting fixtures create an additional architectural detail, including shadows on the walls, breaking up the larger wall areas. . The rear (north) end of the building has architectural interest with the siting of the menu board, architectural clearance bar, and landscape elements immediately adjacent to the 9-foot by IS-foot walk-in cooler. (See Yum Brand plans sheets CI.O, Cl.l, and Ll.O of Exhibit G.) Ground Floor Windows: The Taco Bell building will have ground floor windows on three sides of the building, which includes the drive-through window side of the building facing the public street. These windows provide views into the dining area and the order/ service area, but not the restroom, storage, and work areas. We believe an exception to the 50-percent window area requirement is warranted. d. As a Mixed-Use Commercial site to contain a small single-story restaurant means the other specified mixed_use employment and mixed- use residential standards are not applicable. In summary, the Taco Bell restaurant building, based upon its location (northwest comer pad of shopping center), use of existing shopping center vehicle access drive, small size of the redevelopment area, and the complexity and multiple code intents leads to the situation where not every aspect of the Code's standards can be achieved. However, the overall effect more than meets the intent of the above Building Design Code provisions (SDC3.2-625). L. Site Review Criteria (SDC 5.17-125) The following narrative will show that this Site Review Application is in compliance with the City's five Site Review Criteria set forth in SDC 5.17~125. To the extent the propo'sed redevelopment plans and narrative do not adequately demonstrate compliance with the City's submi'ttal standards, Mixed-Use Commercial development standards, and the Site Review Criteria, the owner/ applicant has no objection to reasonable Conditions of Approval being required as part ofthe final site plan. Criteria #1: "Zoning is consistent with Ihe Metro Plan diagram, and/or Ihe applicable Refinement Plan diagram, plan districl map, and conceptual development plan. " PRE.SUBMITTAL REC'D NOV 3 2009 JRH Transportation Engineering i Taco Bell - Springfield, Oregon - Site Plan Review Application I October 28, 2009 I Page 14 I I I I I I I I I I I I I I I I I I I Response to Criteria #1 : The subject site, including the greater shopping center area (tax lot 4101) has a Metro General Plan land use designation of Major Retail Center (MRC). The City has elected to implement this Metro Plan land use designation by zoning the area and redevelopment Taco Bell site as Mixed-Use Commercial (MUC). Based on the fact the City's placement ofthe MUC zoning on the site is fairly recent and was a change of zoning from Major Retail Center (MRC), the owner/ applicant must assume the MUC zoning is consistent with the Metro Plan land. use map diagram. If this is a correct assumption, staff may make findings that the MUC zoning is consistent with the Metro Plan (Commercial) Major Retail Center land use designation and, therefore, the proposed site plan and Taco Bell is consistent with the MUC zoning. Criteria #2: "Capacity requirements of public and privale facililies, including but not limited to, water and eleclrical; sanitary sewer and stor!nwater managemenl facilities; and slreet and traffic safely controls shall not be exceeded and the public improvement shall be available 10 serve the sile at Ihe time of development, unless otherwise p'rovidedfor by this code and other applicable regulations. The public works director or utility provider shall delermine capacity issues. " Response to Criteria #2: The site presently has a Taco Bell restaurant. The new building will be approximately 756 square feet larger than the existing Taco BelL The new restaurant's plumbing fixture counts and electrical loads will be similar to the existing Taco BelL The site has access to and is served by the shopping center drive coming off of Mohawk Boulevard. This existing Taco Bell is connected to the Springfield Utility Board water and electrical lines, the City wastewater (sanitary) sewer collection system, and the City's stormwater conveyance facility. Based upon the City and utility providers' available services, there is capacity to accommodate this minimally larger Taco BelL In addition, it is understood any service and/or utility service upgrades to the site are the responsibility of the Taco Bell owner/ operator. Based upon the foregoing narrative and site review plan set, a finding can be made the subject site is adequately served by urban services and public utilities. The site and proposed redevelopment meets this criterion. Criteria #3: "The proposed developmenl shall comply with allapplicable public and private design and construction standards contained in Ihis code and other applicable regulalions. " Response to Criteria #3: As demonstrated in the narrative/ analysis section IV, subsections A and B, the site redevelopment plans are in reasonable compliance with the City's Development Standards. The minor deviations and exceptions PRE-SUBMITTAL REC'D NOV 3 2009 JRH Transportation Engineering , Taco Be11- Springfield, Oregon _ Site Plan Review Application I October 28, 2009 I Page 15 I I I I I I I I I I I I I I I I I I I were identified and addressed in the narrative. The following is a list of these minor deviations and exceptions and where they are located within this narrative: . Waiver from "site assessment" - See Section IV, Subsection A, Item 2, Page 6. . Drive~through window lane situated between the public sidewalk and the building - See Section IV, Subsection B.I, Page 10. . Building design standards: o Less than 50 percent of each wall length in windows o Minimum offsets offour feet - See Section IV, Subsection B.3, Pages 12 and 13. Based upon this narrative's analysis and findings within the context of the redevelopment site, the Planning Director has the authority under the Code to waive and approve under various design concept provisions; therefore, a finding can be made the proposed Taco Bell is in compliance with this Site Review Criterion. Criteria #4: "Parking areas and ingress/ egress poinls have been designed 10: facilitale vehicle IrajJic, bicycle and pedestrian safety 10 avoid congestion; provide connectivity with the development area and 10 adjacenl residential area, Iransitslops, neighborhood aclivity cenlers, and commercial, industrial, and public areas. Minimize driveways on arterial colleclor streels as specified in this code or olher applicable regulations, and comply with the ODOT Access Managemenl slandards for Slate highways." Response to Criteria #4: The subjectTaco Bell redevelopment site is a shopping center pad and, as such, is using the shopping center's existing driveway of Mohawk Boulevard to provide access to the Taco Bell facility. As previously discussed, the new! redevelopment plan greatly improves the site's vehicle and pedestrian operational characteristics. This will improve safety by: . eliminating Mohawk Boulevard northbound vehicles from being allowed to make an unsafe "S" movement into the site, cutting across vehicles exiting the site, while moving the vehicle drive through" window queuing internal to the site and away from pedestrian movements. . eliminating restaurant entrance pedestrian conflicts with the drive" through window. .'. eliminating pedestrian access to outdoor restroom conflicts with the drive-through window PRE-SUBMITTAL REC'D 3 2009 JRHT . E .NOV ransportatlOn ngmeenng Taco Bell- Springfield, Oregon - Site Plan Review Application I October 28, 2009 I Page 16 I I I I I I I I I I I I I I I I I I I . properly marking the egress and ingress traffic lanes Mohawk Boulevard is a City street under only the City's operational controls. This redevelopment! site upgrade is being accomplished without any new . driveways. Based upon the foregoing, findings can be made that the proposed redevelopment does not involve the need for any additional public streets, traffic signal modifications, new driveway access, additional transit stops, etc. Therefore, based upon the analysis of various sections IV A and B and the foregoing analysis of this Site Review Criteria, a finding can be made that the proposed redevelopment is an improyement over the existing conditions and does not overload the adjoining streets or development site; therefore, it meets this criterion. Criteria #5: Physical features, including but not limited to: steep slopes with unslable soils or geologic conditions; areas with susceptibility of flooding; signifi~ant clusters of trees and shrubs; water courses shown on Ihe WQL W map and Iheir associate riparian areas; olher riparian areas and wetlands specified in Section 4.3-117; rock oUlcroppings; open space; and areas of historic and/or archeological significance, as may be specified in Section 3.3-900 or ORS 97.740-760,358.905-955, and 390.235-240, shall be protecled as specified in this code or in State or federal law. " Response to Criteria #5: The subject site is a fully developed site, having 96 percent of non-pervious surface, buildings, paved areas, drive aisles, sidewalks, etc. As a fully developed site as documented in site survey and aerial photos of the site, there are: . no unstable soil conditions no clusters of trees or shrubs no water courses or wetlands no nparlan areas no rock outcrops no historic features, etc. . . . . . There is nothing on the site required to be protected under City, State, or federal law; therefore, based upon the foregoing, it is appropriate to make findings that there are no natural, historic, physical features on the.siterequired to be protected by the City, State, or federal law. PRE-SUBMITTAL REC'D NOV 3 Z009 . ...... .. JRH Transportation Engineering Taco Bell- Springfield, Oregon - Site Plan Review Application I October 28, 2009 I Page 17 I I I I I I I I I I I I I I I I I I I V. SUMMARY In summary, this planning application (as a Site Plan Review Application) involves a shopping center's existing restaurant pad containing an existing Taco Bell restaurant. The proposal is to demolish the existing Taco Bell that was built in 1968 and replace it with a new Taco Bell restaurant meeting Yum's Brand Taco Bell current corporate standards. The City's adopted Development Code, more specifically Sections 9.7-120, 3.2-610 through 3.2- 625, and 5.17-125, provides clear and objective criterion standards for the design and approval of this project (Site Review Application). These criteria, including clear and objective development standards, were used to design the site plan. The above narrative addresses the site review criteria and applicable standards, providing analysis and findings against these criterion standards. This analysis (narrative) demonstrates compliance with the City's adopted criterion standards, with the exception of three areas. These three exceptions are minor deviations and involve the following: . Approval ofless than a full "site assessment" (SDC 5.l7-120-B) . Approval of the drive-through window lane located between the public sidewalk and the Taco Bell building (SDC 4.7-180-A.I) . Approval of an alternative building design with less than 50 percent windows and less than 4- foot building offsets The Planning Director has the authority to waive portions of the "site assessment", determine the location of the drive-through window lane on a case-by-case basis per the term "to the extent practical", and approve proposed alternative building designs for the three code areas above. The City's Site Review Application procedure is not a discretionary Planning approval process; therefore, the City's Planning Director may approve the proposed site plan as designed and submitted, based on this narrative's findings of Springfield Development Code compliance. PRE.SUBMITTAl REC'O NOV 3 2009. 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SEE UN' 17 OJ J6 21 17 03 25 34 SPRINGFIELD ..... 111 '\~ TACO BELL MOHAWK BOULEVARD Exhibit B: Assessor's Map I~IET~E~~~SUBMITTAL R: 'D ZOO} JRH LAND USE I'LANNIJrlOV ~ SUlle201 "765VillageP.laza~JS41.687.1081 /: Eugene,Oregoo97401 b m www.Jrhwe.co UflJUIlUU' ........ r+~ M (' OIIlx/l1!!!l...... r SOOOM "3 N3I\31S _ti~ """'" NO!)3IJ() JJ.Nno:J 3NY7 '0'" :.101 XY1 K-~~-ro-L' :cNf't)('(l GUl:I!JNIMdS tl:66--??r (l~) XDj l:!i9l-ttr (l...;) l.U~UUUJ ..... :8lISC;; C a: ;; w '" .... (lj :::> 1: 0 :0 '" Vl "" '" ~ .c a. :I: ~ 0 en 0 :::;: a. .... ,? .... w U '" 0 ~ u :ii ~ :E " w U LU C::' ~ ~ ICC ~ Cf> . LU e::: Q.. ~ ~~i ~. . '3 :; "'!.::::'E :s Q....J 0 ~8~4 ~-. ~::l~~ :J.l!!~f. o~Q\ !' Z ~. :5~ ~ > " :c~o c:;:eQl" -...f E lIClIJoIl>"IS (JNl "MIOISS1JOljd 03llllSlmll S3SI~d~3.1N3 0:>-1138 ~O~ ^3A~nS ^HdV~~OdOl l:OtL6 'MO '3N30ffi ~LZZ XOS'O'd SNOLl VNII1VX3 SlHDIH Y3.L. VIA . 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I 4765Vlllagl' Plaza Loop,Suitl' 201 Eugene, (KlC'gon 97401 ITEL.) 541.687.1081 _.j"'_bwm 'l I \r.... .... ' 07/3D11009 I I I I I . ,- / I I I I I I I I I I I I I I " 30' ,).'0" fO- 90. Onnk Table DfT Condiment Stand l \ Wi~OW . ~to'~l it ~\ , ~ 77' . \~ 9' .1 -+< A Dry Dual Line / Hood same ~ \ Space for 3'" line location as 3 li~e Space for 3<11 Cash Register LAJ~--: , Closet for Mop Bucket 150 (2 Lines) Floor Plan Building Area: Seats: 2,556 50 (see 70 seat option) Taco Bell Architecture .- Pre-Pay I Window ~ V Office Interior Walk-in Cooler 10 20 Space for interior Back-Flow Preventor .~ .. , TACO BELL MOHAWK BOULEVARD Exhibit E-': Floor Plan PRE-SUBMITTAl ~EC'D NOV 'l 2009 IRH lAND USE rlANNING . 4765 V,lIagePiau Loop.Suite201 Eugt'ne.~n97401fTEUS41.681.1081 \' _j"'w.b,~ 'l 01/)012009 I I I I I I I I I I I I I I I I I I I ~ " " . . ~_~l · fj.-k ~iDi[!., " ; ....d:l...... , I ~r----- ~~ ~ l~ 1111 ,I ~ \. .. - ~ ~;:l....... .,,~....... C"'f.. .~..~I.:-i ,. I',(;~~,l;tt! ~~ I 1 [ ,,:.l_-"'~:_~ - T50 Color Exterior Renders - Standard T a c' 0 Bel I Arc hit e c t u r e .. <~ , rit~--- .51"'""'1'1 - ..~ ~"1-- .~_~-' -Jl-- i!~ . .r-- . ". ~ -~~. '.'",i:.:... . ... .- .;.~.." -~. . .! ." . ~ I I , PRE.SUBMITTAl R~CJ ) NOV 3 2009 It TACO BELL MOHAWK BOULEVARD Exhibit E-2: Color Exterior and Interior of Building Page 1 of3 IRIlLANO USE PLANNING . 4765 Village Plaza loop, Suite 201 Eugene,Oregon 914011lliJ 541.687.1081 _j,"_b.<om ~ 10/1112009 I II I I I I I I I I I I I I I I I I I " f "' ; , I I ~-- . --~....~'- I ~~ .,~ --. ~l:::.v.a' - -- . . , - n ~- ---~-- L. I, ~ '1.- '" , ~. _~. ~~",:, r,_,:;;. , ~<~:; ~;.:.-~ '-_ .<-<~<--,..;j d~_"_.', T50 Color Exterior Renders & Elevations - With Side Vestibule Taco Bell Architecture " , PRE-SUBMITIAL REC'O NOV 3 2009 .... \II TACO BELL MOHAWK BOULEVARD I Exhibit E-2: Color Exterior and Interior of Building Page 20t 3 ]Rli lAND USE PLANNING . 4765 Vjll~9E' Plaza lDop, Suite 201 Euge-ne. Oregon 97401 {TEU541.687.1081 _i"'_bwm /f \.' , 101ll/2009 I .~ . . ,,' , I i \ I I " I ~~ "1/ ,. .. - .......-7 I', f. '~._,-- . -."'Ii: r .. I ---- --....;..-===--. - '. , I I I "....~~..-i _J I T50 I Color Interior Renders I Taco Bell Architecture I ... J I PRE-SUBMITIAl RECID NOV 3 Z009 I ~ .. TACO BelL MOHAWK BOULEVARD I I Exhibit E-2: Color Exterior and Interior of Building I Page 3 of 3 I JRH LAND USE rlANNING +'l 4765 Village Plaza Loop, Suite 201 Eugene,Oregon 97401 {TEL.} 541.687.1081 www.jrhweb.com \, ,..: I , 1012112009 I I I I I I I I I I I I I I I I I I I ... JRH ~ - -~ \~ - - -., - . -<; ", ~ - - ";"""" -~._~.~.-:-- -~."'--..- ,. - I'!tUlle! ,\-,AN ,[R<.; ENGIN .R~ I' l :\ N N E R S 1 l ! j I. j ., ,i I t, .\ .' 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CD lOCATDN Cf SUSPENJED DECOR VENOOR SOfFIT. COORDlNI\TE wm-tve~ FOA CONNECTION F'OM'/lKJWEDfT.&l..ISf'EN) FlUStWITH$l..JSI>ENDf:DCEU<<l SEE2IId.4FOOATTACH.IfHI". Q) COHT 210:4 WD llRIOOJolG ON TCJ' OF 8OTTQ/I CKJRQ. ADJUST AS REORED FOO Dt,I;T Pl..EHJMS. UAXSPK;NGAT 4IfO.C. OOroHTER~ASFEWAEDBY1RUSS D€SGN- SEE1~.1FOAlAPCOtEGI...IlA.lDi o SIMPSCftWSTA24ATOORNERDBll(l>PLATE. CENTERSTJW>ONCOl'KR. CI) (l')~8l.OCi11<<1WJlJ2lI-2lW&RS.1lP.AllfIJCfOf'Etf.'G>.SEEOETAl.lti/Sol2. Q) lOCATION OF HOOD. SEEHOOODAAWN3SfOAKJOOATTACl-IoENTOETAUi CD 2ICI JOST WI lJ20 EACH EM) F~ lENGTH a: CCHDENSER PLATFCJUII. SEE fHET AaO FOR lOCATJ:W @fal;TACOBEU.TOtIERFIW&H3(5lDEON.Y)SEE17&.3. GD E>>WJSTDlCTOPENHlSlZEOFOA'Dl.CT~. AlWSTRClJGiOl'ENtGSAS REOl.IRED~l-1-fiDl.CTSl-WT<DNSlRl..lCOONlSIEQJIlED8YlClCI\Lca:E. AfFERTOW:Oi.OVtGS. C ~~ III I II II II ~- ~ " ~ ~ . ~ ~ ~ , ~ , SI!I! 8/&4.2 FOR ROOFTOP I. EQUIPMENT WEIGHTS I ROOF PRAIIINO PLAN 1,....'..Q' @ 2ICIOtt.Q'O.c.W!l).2$@EA..EtG. @ D~ISFRCNNSIlEFACEOFWAU.FIWoINll GD l-NACROOFOPENNGF~DUCT.\9FVSlZI:wm-lWJACMFR.&IoE~DltWS. GD 2l\4fl1.JJC:KN3FORAOCFORoV\IAAfA SEElElU.17btd.o, @ lCX:A1JJNa=SUlPENlEDSQ=FIT. SEE1/A8.4 @ 2ICIcautlHCJSTS01G"O.G.@1'.Q'M.F.SEE11Al1.4. @ FOOTACO~LLTOWERF~EE~U. @ C(X)l'IDH.t,lElOCA11ONSCFWATEAHEA.TERf1.1ESYlfIHW~/lKJ1'l.lMJt.G .... ' @ 2X~hIOISTIlAT24"oi . C'J lilli- .~O <,,~~~- ~~~tuit~~:i wCDOW m:fI;:Q gChZ.:&: 4:',1':; >r<~ .<o...:s fi?:;:"'"',~'JJi1w-'a: D..O~. CD~ti ~~ <.>!i~i5 :s !;(~Wo ~~, i!:~!i' ~ VJ a:~F=~ a~ ~gffi-' UJ O~I1.:Z rc~~iU~ !fi: !l:~ '" D F E CONSULTANrs SEAL c . 6 6 6 6 6 -2;. 6 2;. 6 A CONT1W::TI>>.TE: """""'- FIN<"""'" 3IlE"-"""" STCAENLMlfJI: """""" T'" "D"'''' """" IA TACO BELL ' 123loWNSlllaT AN'fTCM'N,USAIIS1llli Q .~ ~ T-50 " '- PRE-SUBMITTAL REC :'l}OO'p=ING NOV 3 2009 KEY N011lll 53.0 IB ""'''''.. . .. '~ .' . I NOT USED I . I . . NOT USED . . . I NOT USED I I. I" I . NOT USED . "'''''''........''') Sl-EETS20fOA~ pqr:: 18O'l1'JCK BOLTFlECJ.mBABliS l"IP oJ' h"CCHT (..""".....w_ M-W141C11A 18018'OC~ """"- " · ~~ n- ;U~I~i~' II' -'.-' . _n. --. ,.-- I.. r , ".': ~.HOOK ~-(2)#[lCCHT. CCN:RETl:CI.Ai@- OIWE_TIflU L<rH.=.. COQADINATE'MTH CI'IL_la"UH.YIIJIM M "'----"l- 117 FODnNG @ DRIVE 1HRU "'. N' 113 118 NOT USED 118 NOT USED 120 NOT USED 4"'w/U."''''.....''' StEETS2.0FOA~ B(1T~AEMOOS.l'fP. ~- /' ~/ ;;=~:,.~ / ,i,;/ffr===OU_ ~ -t b~ _WI.~U, ~ ' _::d"__'" -".. _--I' ~.' ."- -.,"". ,_m -.~.., --," ~ nil ~#fi8NlSCONT II I TCf'1WJBC1IltI.1 \b I -n It 18' a.c. DONa {3) IfIiCONf.G eoTTa.l."~~ ClENlFAOMEDGE 004'''''''"'''''-Nl =...---- . ~ FOOnNG@ T.8. TOWER LEG ....,...,. I 8 114 NOT USED 118 NOTUSED N.'" 111 .. _2IlTlDolMal HlJI.D(lWNPSlP\.NllWf _ ~ -~ENOP09TPERPl.AN MACHlNEBOLTSPER ~'- W/SHEAAPN/aEJ.l lMNUF SPECFrATIONS RJU. HEnHT ~. ~OONOTCOI.INIDl8INK I'RESSI..IlETReAlED ~ UNLalSSPEClA~Y :::.: 'J 1=' -:. =:"'00:. ~ 1116'a.'ERSIla) =~ .., ~. ~~:~ INSTAU.EDPEfI 4 '" ~ 'M-lEflEOCCURS- MANlJFACT1,JRER <1 MAY ALSO BE TOP RECOMMENOO'lCNJ . OF SI.A8 -:tIdlN.ClR.lO llOT.OFFm. . N:REASE FOOTlNQ ~N3RaXlFOA """,,,,""-T ..""""" ... ANCHOR BOlT L.a.GTHTOrooe.Dll' BEYONDCONSl'.JOlNT I 118 ANCHOR SOLT SCHEDULE N,U 112 . ~ lfi!'PlYWOOO~ :~~~ 1'(;="'" 8I-EETS2_0FORN<<::H:R~: IlCLTREQJ~ ~...l:..l'- (4'CQN::;,Sl...-aW'WIIF IflitDfT' ~I- ....WUdA "@,.oc"""'::::'{F' ;,~ ',iI'-'-='~" --. --'-"'-"~-d ~~i ..15~>>;.;ll' '1Lrl,.":"= r~" ~'"~":-.":'.'.' I I '---m.,,,.,,oc ij'j 2~o "',.::',,~._.~ .we . HOOK../' 1 M r-."""'..... TIP I FOonNG @ FRONT WALL ....,...,. I II 110 NOT USED of ',. ~""HOOK "n~~=::::::t ,'~(~~w.VftW =~G~~~ ,~y / BCLTAEWflEMENlSlW. ~ ~ . .' ,.................. ''''''''~=1 !~! U~;" ~ ~. ~~BUMFaII .~"~~~.... J.. i:lg ;"~lI:l:S " '.' "I. Gi!)#UXlNr. . , I .~ 1 CGltOETE Cl.fIB it - ORlltE-Tf-IlUlAtE COOADINA.TE wrrn CIW..ll'MN.WDnt FOonNG @ DRIVE 1HRU TOWER ,,'-,''''' I 7 NOT USED N'u I 8 ''''HOOK - ,-+- - SEEW"'-~. "'~; Sl-EETS2.0FOAN<<H:I'l ' 8(LTfEOlJREW:NTS i TYP. : "'".....,~..!f., "CONI. ~@'.ocoooa~ l:~ !I~il' ..<."...~'<<l\ l ~~~ ~58~ "', '/. g~ -~i8 ..'::.:..(~.~;<.:~ ~ .HOOKJ I . ,~ (4'OQfCl'8lHIW'WNF _"". <:-r r __C2)'5CXJ1O". 1 FOonNG @ SIDE WALLS ...."..,. I 1 ..--+--- " -:";\L ~~~ ,',' ,'". ~ ~a ", '. " .. {..- :-;t~ ("'CON:: aABW WNF N-WlillClA ~-d 18 . ~ FOOnNG@ FULL HEIGHT OPENING ...."..,. I 2 ',,"""'MOOO__-'-+ y"'HOOK .. BOIH.... ~~=\ I {r;'''''''''''''''''" TYP \.L su""""----......~ #5COOT_____... r4"rotC Sl.JI8W.WWF CCiLDJCN"~ I" llIr8-W'lofonA r-t.. ..' ill ..', . +=1 . ~~. . / '.. l / 2 r~ ' , ~ - .-.. ,. ,: , . ~~ .....,.',. .HOOKJI ..... j~""CONI' ./ " ~~tL<i!lE! Ql!I,,9i'jO .. 0 i~~i!If"' <"Ii Iii!<- ~OIn&llUj5 "'iw 1m ;~~~. i'ffi" fijm<lfj .;;;~ Q(f.lO ~ ~~:i LU ~ lE:sl:m: ill~a: il!1!l:; z' ,,~i38~ <r-, . l-::e~ ~~.. ~~ W ~cnoSJ l~iR' ~d~i ~- ti!;!;~(5 BClWW wi ~5~~g'. Q!.! !i.., ~ / / . ! CONSULTANTS SEAL 6 6 D. Z:, Z:, 6 6 6 6 . """"" T... . ~ CCNDW:l "'"' """"""" o . PlMI\IERllION: i ""'......., - """"......... FOOnNIl @ IIIIAR WALL ... - ,.... I 3 ,~ ===\1/r''''HOOK SI.1PSCNtfffi2.~ :: tJ AECESSEOIM= .... :::_ #tic;a.rr.' (NW1.41U ':'01I'QC.00IIEl.~t,~..~ . ,. .' ....... "+=1 / r(l)#liCXlNT. /.. ~~I ~ :'.,'. ~." . ~ W.'.'. .'., w", ~.. .' ~i:lgj ;.. ~ffi~' .--::<,:-:., . .HOOK../'J - .~ ~COiERMlN.,TYP. ,'.go 1- - """'" TACO BEll 123l.WNsmEET AHYlOWN.l.I8A lIImIi . G -- .......... T-50 STRUCTURAL DETAILS FOUNDATION I 54.0 FODnNG@COWIIN ....,.... I 4 ""'''''''' PRE-SUBMITTAL REt'D NOV 3 2009 . - - - - - - - - - - - - - - -'- . J' ! !'~~~~ I I' "'i -1 1 '1' ~ i~ n ! un pp z ~~ i I i '~~; ~ ~n III .~ II ~ ~ '~i ~~! 11 ij ~~ ~ ~ 'l~~a ~ ~I i ~ "l! ~ ~~Il nm ~YSVm1 .. :a ii " i " ~ a ~ .. . ~ ! ' .. ~ ~ I ' a _.=- i I f wl' ~ '" ~ I "-4 . ! . ,: ~ .. z ~ c III a . ~ - ~ IN, z o Ii a I l2 a ij , ~ ~ .. """'" j .. ~ 5 ~ i ~ a ~ I . ~ ~ ~ - ~ . z ~ c E . ~ ~ - .. I~I . J ~'1f ~ II ~ UiH ~n ~ ~ II ~ 1~i2 ~ ~ !i ~ ~ ~ !~~~ ~ ~i ~ ~ ; ~~I! U: II . , .' ..: =--\r----- + + ~ +''1 ~ ----" s i +',""J II ~ ~ - -. ~ 'J~ (. i _.J...-_ ~~II 1\ ~~ "~g i ~ll ~.i I ~~C8 r L_ 1., ~ -----, - 1..--- ..t__~ : " " ~l,'~~ ~n II " " E ;r""", \ ~ i!. i!! II ~ yfj~ - ~~ ; ~ m~ 0 ~ ~ ~~ " ~ ......""'~~~ .. ........ (; - -- . II ~~g l $) ;~I /-"J ~~ .j---\-~C:)" '1 I , " II ~ "l:ii~ 'I'~ ~~ ~@!@R' Q~ ';hH~ ~:e i,~gP ~ OJ!! j;lfS ~g/j , . oJ!U ~ ~~ i~1 ~:: - ..---J ~s ~ ~ ------ ~ '------- +.: ~ \ .S; 1'CUl. ..,.. ..,-::~, ~ . . !!:;'- I I ij ~ ~!~.~.:. \~II ~rd I I .'~:.: -. 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P j p~~ , ~~n ~ rl ;" > . ~ 8 II ~ UBI ~ ~~ sT, ~g - - -l'U.LIMGPl!R.!lt'..i+tlI.....- ii!1~ - - -iio'- ~ / I h i !j ~~ a - - \ j" il ~!:... V.NB ii1.' 2"""'N.~_ ... a .. I .. ~@ rd' , c ~ ~III <: =, :s:~ - q w s;- N .-... o 0....... <.0 (!)I ~ d ~ en .. . ... I ~ ~ ~ 1>11> 1>11> I> I> 1>11>11>1 . t ~i g II 1r. -Ib~-~~' -: J;rJ --iiij---- --~'t~ :,~'~ ~m D ~t= ""~ ;UHPI m II. I .o~o ~ ~ W ~ i!l II ~~/j '. h I ~a; ,,~ ~ - g~ ~ ~~i /~., B~ ~ ~ ~~ ~ ~ ~ L---., ---~), \ \(/ o o z (r,Cfl ~~ , ~ Vi '--:' .f&t5'! . CUMENTS ARE PROVIDED AS A CONSI1lI..CTJON D ~i LATEFORTI--lI5BUIlOINGlYPElHESE ORA: EiliSM,~ S~.jByEDANDAOAPTEDBYAu::ENSED. ARCHrrE~fJ..l _ Glbl(fl: Err AL.i STAlEAND I..QC&.L JURISDICTIONAL REll"..." .' ''''',",sACPROJEC11> MODIRCATIONS mAT CA:A:NGsJ w..~ OR KITCHEN OPERATIONS MUST BE Afll REGIDNALARCHITECTURALPARTNER( ~G CONSTRUCTION. "'~~ I CONNECTION lYPE: 1.JOGrTo5UtltGl\tEft,~ 2. 8RlDGlHGTOJOlST,1CEtN.f.-ateG 1l.1'111'(2.6MMlc'I52Wot6lBFLOOftCllLES3lOJQST,fK:ENAL 4. YllIE'lnwt1'X~""WMM)Sl..Ilfl(X)ftlOJCISf. fK:E...... &.il'(S2MM)SlJllFLOCflTOGtRlER,BI..N)NIllFN;ftw.- e.SOLEPlATETOJOlSTORBlOQ(IoIG,T'IJ'ICN..FICENfoL 7. SOLEl>LAlETOJQSTtIl BI..OC:ItHG,ATBFW:EDW.PN13..S I I 8.'lOf'Pl.ATEroaruo.~tw. 1l.m.oTO~Pl.AlE I 10. DOl..Il3LESIlDS,FNJ':NAL ".OOJ8l.ETOPPlATES,'TYPCN..FICEtN- 1:lOOl.81.ETOPFlATES.lAPSf"l.a 13.Bl.J:lCla<<<iBEIWaNJ05TSOFIIW'TERSTOTCI' PlATE. TCBW.- 1..Il....osrrOTOPPlATE.TOEtW.. lli. TOP Pl.A1E9,WSANONTEAIIS:'T1ON8.FACEIW. I NAlUNG: .... .... .... .... ..'.. (HldOlll"O,C,) (a-llldPERle') ..'.. (2-1lldENDNQ1 (1lld024..0,O) (lOdOl(t'O.c) ..'.. .... llldCilll"O.c) .."" 18.cctmNJCl.IBtEH)8l,lWOPlfCES (lllcl0 1ll"O.C.AUNJaa) 11.CElI.JNJJaSTllltlPlATf,'lOE)W. (Htt l11CCMVfJCJJStI'NlBlTOSTlJ), TOEJW.. (Hdl '".CEIlWJQSf$,lAPQlIERPARTITJ;lNS,FN::Etw.. ,,"'810 20. CEIlJt<<lJWTSTOPNW.W..fWTEHS.FICEtW. ~1lkf1 21.IW'TEflTOPlATE.roew.. ~ I I 22. "Ii5MMJ BIYa TO fACJtSTUO NQ P\.AlC, fla.M'L 2I.1"Jlll'SI-91HNGalLESSTOrACHllENlNG,F.tCEMlI. Z4. WlJERTHAN1'r1fStEA1lfl3 lOeai8EMHG, f1C.EtW.. 25.8Llt.T-l.IPOORNERSlUJS I .... .... .... (18dO:WOC) 2O.2'1\.NN Ci-'OdATElQt8P~ n.MB(I(BEAMfl-EAllER ('I2d0 1Z'O.c) 2lI.BUl.T..lJPGlRDERNrDIIfAM8 (2OdOS2"O.C.ATTCf"BCJllD,l~ ! 8TAmERED2-2OclATENDSNoOAT~SI'I..Q) J! I NAlUNG SCHI!DULI! NU 118 I I I I NOT USI!D N.TS 119 I I I I I NOT USED I H.Y.5. 120 , ~' I ''1 '.~V ~-~,~ t .:J, I .______(2)s..~P90.. I -.......J P/lNasl-Eo\n.I1 ~,~ I 1 J ____<::: 'CU'SE"","-,..",,, I y ~ 1- . ~ ;I/~ I II' [?/l---.--LONG""',"","'" / N PLYWIJODTOFl./H .. ..! ""'1 I I, ~lO ~ -'-I_I......... d~7L,_'::::::,. JaST8 '----~ I 1/l.~:,.,I_.L-,"",""-(EN,@ . 1 I" l J I I x' PlYWD.PERKTEA ~/~/_III'k74'=~-~~llPL~ , ! I/"Pf.-ll I /" : I-I I . ~ - -fELDNAll(f.N.}OH.L ~'/, .. .....-1___ INTB'llo\fDll\TE , """"" NOTES, 1.MlN.I'LYVoD.5HT.SlZEstW.LIle2'.o'X4'-o'. 2. IollN. SS' NI\I.flG EDGE DSTNoCE. I. EDGE NM. J:.H.I OIBEMAS ~ NlCUNl AU. OPEMNiS. ROOF NAILING PLAN "'" 113 .r c~~ / frGOP . . ~"SN"CN''''U'''ti. 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CfITICN FINSH 0PEtfN3S: 1.8LlLDNlJFINISHCf>l:Ni<<lsTHo\TAAEOE~TEDNJ'CfII'I"Il:.IL'StW.1.&E t.'.MfTAlNOD TO PIDIIDE FCJ'l11'E STAN:INU) NSTHiAl1D\l OF STNoIlWIJ saw;E1 Bl.IlDNlJaalEHTS. vmFY~WlTHSG\l'W9llOA. CD CD CD CD CD CD (D CD CD @ GD @ @ @ tNi'Cl.NT. INSTAlLPLUM8~l.lML EXtWJSTFN4. SEE SHEETS M3.o&.M3,1 AND DETALS 11. 1V/NI.o. RES1'RCIOt.lElCl-WJSTFAN,8EEDETAlL21MU1. CNIOPES.5fEsca>ECFWCflK. t.K(FTACOBEl1. TOrNERFt(:O". 1CEr.w::Hl\ECCN.l:ttiEJIS. W~~CCJ:lER/AlEE2ERCl:NIENSER!i. SEESCOPECF'MJIt OlIrSIDEAIlINTAKE FORH/AC UNT./oWNTAIN MlN.111.qSEPMA"OOHFRCIoI 1'l.lJWIIIG~ fUJESANJ BLWlNlJE>>WJST. PPEl-fJQ)fOftUTI.ITQ.5EEDET/lL81Id.o. 2-4x3lIWAlJ(lMlS.'SEERCXlfSPECS. D1..AC1AST IOJfING S'l'STBrII. NSTAI.L PER MAtU.ccMEfI'S """""""""""" NOTUllEO. Dl.fll).lASTMETALDfIl>.EDGE;PA.NT~FIEl.D. SEEDETAlL.1,21,l40. COPH3 JOMWICAP FLASHMJ SEAM. TYP. REFER TO DETAlLlll M.O.E\9IY 2ll'.(l'AUN.wc:AND24'w,xFRa.1 flCHCORIf3l. CID @ NOrUSEO. CID CID @ @ @ @ ROOf"""". @ @ TACO BEU. 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TH: PAlNTca.~5HOWNNlE lXJl..af REFEflfJ<<;ES FORTl-E EJ.f.s.SlI'I'\.EfI. SEAl.EAStI'lEFEATOSPECSl: .... SEAlANT AT AU. WALl.ANl ROOF PEtEJJlA.TDIS. 8. SEAL.AN1"ATAU.IMNX>>INCJOOORFJW,I,ESATl-EAONCJJN,laOONQTsa.LSlLo "'""""" ""'M> 2801'1M;lCADa' I I I I 1 I I I I I EXTERIOR fiNISH SCHEDULE 28J3 ..,.... ._~ TEMACOTTA' ...."""... Joet VION ORE' IltWf:lDR'l'STICK-CNIl'IEL IolOONTMtQ.LTtRlEDBTCN: veeJl 1 cw.eus,CiH6B..EDClA.T1..fED ST,,",SU ~A VEhDOfl8OOPE HU.DElISl.FPLY ~NlTH.l.AlI:*a:-AWNNill. CN<<:AES,N<<>SOlfGE. I (MENS """"" JEFFIlYERIl M-347'-' ClJ..Tl.JflEOSlOl\E 'BROWNSTONE ...............-. 1 I TRJE-TC.N:-MCI58I..lGfTESfOREO..W..I I OOT""'" . 1 I r.ArTr.ALFlN1SHnPFNlI\lIlL A BUl.DNlE!m2tl~~TNlEDE9GHI\TEDAS'CRlT1CAL'Sl'WJ..BE MNHT~t<EO 10 PROVIDE FOR Tl-E 8TNIlNU) IoI9TH.I.A~ OF BT~DAfI) iGtWJ:1 BUl.DH3aEMENTS. YERFYaMEN9DN9W1THSIONVfNXR H GENERAL NOTES . ~<.~,i L~^:~:':-'-,_~i.'..l':.: :.-:rjjj I~ fIIfY!'....._.... . 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PARTN~" ~G CONSTRUCTION. .!t~ . ----- I I I I I STAN:WID OJRB lWlE, FASTINPERW'RS """'''''''''llONS I : :--...; ~# /r~:u~ - ,-- .--: ~Y(f; / rWASl-EA,aPEl'llllJe ,i',.,-,-:-'-"1iL', "~=~WJTOIol - u ....:_;-'_L"-r~ '.- . -- -- ;, I ~~,,=:'2WO - - .- - -it, , IIEClREDTODeCK ~ ~ I ' " ~, ,) ': f I .. !\, -- --- --- il >: ,~;. , I. ffOOf'IKJW+.TfJlw. _ _ II;' ~...--...Ll 01 2;.:<~?: ?P ~:~~ ...?~>-.~<>~::,. ~F~StwL .~....-,-,9 ., ,'_...-., BEI.fIIa.YofIlttoI1'" -=- sam.t..EfOO='OfcKIflCl ",.." =WIm1O' ROOFG'EHNlSlJPf'CftT I I I EXHAUST FAN CURB ,.",.-,....118 ~,:~.~'~~_~~~;=__.:~=N=~ '-'i ....! +~~.:i("~.' ~ .'~; =N'PfOa>w.16K \-~c~~~..:.:r~'fj~:~~~~' ~TrnVOOl.AlEDOJfm '. Ii .~ I j !i rN6IIA:lflfl.5fDOlSOOrfi:Cf. "', \OJNTTOHt.GEDBASE.SHB..EC. :'rst-EETMETALCOUNiERF\.ASIfti.. V WfW'8TCf'60t1l'Sl0E0f'CUffi. _EXrENIllNiOl'ERBft.SEF~ PREF~TEDGAlV.8TEEL.0JR8 WI_ I -'~.WS1'i -":i i: . ", ii df1 sOOiiiERXi! ~ nECXmFO:lF I,: OPENN> I ; SlFPORT " DUCT'MW".SEE MEaifH:W. 101.... 16 GA. WB1lED 0lI:r IlXIIAUST FAN CURB Nn. 11. I NOTE. E>>WJSrfN-lSIW.LBE LEVaWITHHvrCMll WDlHOI'CUflB I I I I I I NOT USED .. ,.... 1 20 I - -A.n---- "ONJPAFW'ET \t""".."",-"."..,aum .'. PNWETOIllKGI cur6E1EN.JO """"'-" Pf'fQ...w:P<<lLTlONG..E,TYP. "" ..# ~WATERlNfAKEOAEllI-W.lST / NOTE , ,y SEEAlSQ2M.O ..- - --Y- PRE-FJ\IlAlCAJfD '''''''''''''''' """'.......... ................. llatiIS pYCSLEEVEV<<THN'I'LCW W\flETJ:.EJlDOF SlEE\'EIIlUSTDE """,",,""""""" TOI<EEPWAJERFIUol ........""'''''' W.H. FLU I INTAKE PIPE SUPPORT N.'S 113 PRE.FABRICATED SINGLI! PLY BRINDLI! BOX 1 . PfE-FMRlCo\TED BRANI1E IICD: _ _ ..::....:.; "'-.._. "- METALS COofPAm:A.SISTUlCQ,lPAHrOFDlJFIOL.AST. TlElM'R1S "'" "'''''' -~~=::::~ a _ -IlHXX.otM'NfLATIolEfH.Cl.fIB- Ci aEEllCOPEOf'WOflK ~~ WPl..'lWOOO8ECUfEDTOClfIlI ~ '! r cum OUSHNG ~ g;'''''''''........lO.......''''' AOOFIHGMATVlW-OVERfIGID . WSULAlJ;lN , '~'~ 'f-'-'~' , <". {. NCJlE: _' -. >- .'/'.!, ~,';"" ATUSlWJ.BEl.EVB.. " '" ,,' wmtN118'0VERLEH:JTH >:i,.. ,,~. '.' "'Ea"..."., ><:1<,> ':!<-'\ ~' . "sCHax:a..EAOOFDECKn I ROOF Q1ENN) SUPf'alT HYAC CURB ...,.... 114 . . . MIN. 24G1>..G.I.CW'FV.Stef] SECt.I'lEWlSCREWTJ-ftJ STEfL.,EI'DMWAStEHASNEEDfD FCIlPAC/PERSECU'IaoEHT :'-:;.,,:=r.. .....C...." .'.' :.\ l-... " \ ;{" i7/~':~=roP'" SlEEPEREXl'ENDDONN SDESBYt' "..C l t-; t=(2)2ic12.RPFOAlEVa 'j PIA1'R)Rl,l ; 1lA5EFl.ASHN1 . ~"""""'....""" ill c~l. . . I ~I;>,./.>;..j ~;'_"<.,<.::-<>->~ 6CHIDlLEROOFOECl(nS I ROOFOP~SUPl"CftT i",. ,. -j.> :<.-';~ ~...,., -''- I l 1 NOTE. SET SLf'f'ORf"S (1<01 S(U) NCN-R88B) NEOPRENE.AKJsa::ulELAGect.TI1 """""""""""""'........ SLBBPIlR SUPPORT ,.,1>'-'"' 1 1.' NOT USED .. ,.... 118' NOT USED ... 111 .... """"'->>NT..... 1 a.5. 8AHJ P03ITDEO .." _______ 1!4'AQ!TCPa:' ~ STHXFI.ASHN3 ~ . ~~TEDVENr STACKFlASHKi ~"'C>lAST""""'" .. ... MATffiw..QlERAIGD .,', 1NSUlA.1Ul ! -." ~ :":,}/,>,."- . '- '-' , ':'~--'G ~~~~ HCLE""'.... ","""""", ~ SEH..AHT@ ,,"rnIA"'" ~ : '.-x...',.__.. 4 7>~::>~::...<... ~~=J_ i _...__.___m____... BaiEDU.E """ DECKIIIldAlX.F OPENING SU'POFlT SEALED PIPE' FLASHING "1>'-,.... 112 ------/ ~-~ /{/ /-ms.......... . 'N< .....'1 ~IT_ . "'nW:I<W/ . ......""'" . . MlN.~~G1. '"",,"WI ""'...-" F,oISIDERS- SOlD....... xu,,,... ....... lqGN>JrlQ<<; """,,'" "'"""""" ......., . N.T.5. COPING TO TRANsmON Nrs. I. ""'" ~~ripfdgltCarsr F_ D......_~ar.tDllc:omerpl!lfB.~ 8-ll'll:l'-.an__1IIIIl lhfIn___dOllpbQI. r0nll1rdlp, ""''' I>1? wo."'.... ~ F*,WlIld F8dl:Wylllllkf ...... IJ:'" ~:OonDfcullll8ak1rt!rllfnflllhar"~a"lIlIIB'. DRIP ~DGE CORNl!RS/oIOlNT& "rs J==:....ma F""" 22Q.t..N.1J.1trltAolROOfCl't'Eft reoMLIIffiITH9E. _ o.c. TO PmY" PER ElEVAT"OG ~~*t~ ~~~y~w~~ '. . ~WATERcura=fWLNa . . :< _:.::..:--------"-.. $.~ ~ ~N'4 .... i(1)otaSlMf'SCtol @EASl\JD NlD(2I-H3SlMPSON CONhECTlONS AT fA SILO""'''''''''' cs~ ~_""''''STUOO , EN::HSiOEOf """""" r""""''''' ! TRUSS.sa: ...... ""'4 l/7PlYWOOO lIHEA1HINQ $.~ 4?'~'?' --\ (CON.@ &TUDAND@BLOCKING)..'.... 8 ,I: .~:::::I~ :i..'..": :~ -1:: 'p-' -'~-"-'\:: ij i! , . ii ,;. ';'. I" / :1 it " !; i; ..--......~ ""...."'" :;: fIlER""" _r """'"" .........- 112' PlYWOOO -- "'~TCPPlA~ P.T. 1"DfWtoWllf EJ.FS.Q.lEJtl/Z' ~"""'" ,..,,"'-'"'" ,""WOOD"""" I" I:.. t;' """"""''''''''''' ""WOOD"",,",, @1fI'O.c. '\ PARAPI!T CAP 8"-1'.(1' I 1- waD 'tlUAO-lASl"ORP EDGE-INST.AUB:I PSl.MfR.SPEc. .\.,/ I' ......'..-...-- "_"" t-F\BERCNa" :;'-'DlJFIO.lASr "\~"~:;; ~OVER i'1/2'PlYWOCXl :.1, StEAlHNJ :L.-(2)2llIlTOPPl.ATE. i" P.T. ~ i; I', , T l'~E.lF.S. ~1R'PLY'MXI) <HAT>.... ""'"'""'....... ..WOOD ....... 01lr'O.C. . , I., ., Ii , ., PARAPI!T CAP .-,.... 1 2 11l'PlYWtXXHlttEATHHi <~ ~t '''''''''F''''''''~> j: I:L~ :s;: ~ L~, . ~ .~ ~---'~~ - /~-1:ir TEA_~ , 2~X24'WGALV. MTL HHGEDlOl.NER~PRIt4'O& """,,,,"FIflD 1R"f'LYWOOOSHeATHtlG I '''.'''''-~'. 7 """"'-'ST """"''''''''''' cw.v.r.rn..DAI' FIASHH; LOUYIIR DETAIL Nn. I 3 rflYN.>MQiSlI'f'ORTPOOT " . WITl-I1I4'n.(x8'(1l1' ALPlATE A1.lJMNJt.lPl.ATEIWle. 8ff .... v""""""""'" , lJ' . :w"ALIJWt.J.1 ewNB'f 'I '\ ; ~GtIlSETPl.ATE,TYP. BQT8lYP~! !I ~ b,-::=~d p 1 r'~t iW<Y~KnOG I I " ~ awTNJOJS~Pl~ f I ~euMlL8ITVlHENE00Sl ~ ~ _ PlYWCal WD.BlOCK.NG~R.'l'Nl AADf,f'fFISlR.Ctl. SEE SJllUCTUW.. fal AIT"",,", I 8 c/ ~;<~ f-?/ ~h~il5:w i~;ld ~ u"'iillD~~ <15Ii:,",'" O'ffi- CI).....I~ ,L..~ ~2<1lQ' O~QZ w"'c.}l; a:: 0(1)2 <t;. ~~-< -<~~ a::o::fiI~ ....~~~ c....o:?::.ffiI -tii~U) w:1i~~~::l6~ :;(I-W-Clcrl-::!WU en CE:) -:$(J)!:: !Z ~z:J: ~ ~~~~~ g g5~~ ~t?~ffifB ~o~~ga:: O~:J " . '''. CONSULTANT'S SF.A1. j:" j:" j:" j:" j:" j:" L. j:" j:" oamw::TDI\TE: """""'''''' P<AH""""" ""'..- """"........ """""" ,... "",."", """'" TACO BEll "'.......... AWm;Mtol.~lllmlli 9 ~~ <<:~ T-SO CONSTRUcnON DETAILS DOOR/WINDOW " '--- A6.0 FLYING ARCH CONNECTION ..,.... J 4 . ;or"'''' PRE.SUBMIlTAL REC'D NOV 3 2009 I- I' 1 1 SILL GASKET 1 1 1 1 1 .0- ALl LUMBER BESIDE AND aaow W1NCXJNS SHALL BE PRESSURE TREATED 5 112" POLYETHYLENE FOAM SILl. GASK8 UNDER AU.2X WCXJ[) sruo SILL PLATES 6" HIGH CONCRETE CURB CONCRETE SlAB & FOOTING SO~ tt J;,~ ~I ALl. SIll PLATES SHAlL BE PRESSURE TREATED PRESSURE TREATED LUIIIBER // / FlASHING TAPEAT WJNDOWEDGE ALUM OR PLASTIC PANEL SHAPED TO FIT OVER END OF STOREFRONT BOTTOM TRACK THEN SEALED IN PLACE TO STOP WATER FROM RUNNING OUT OF END FASTEN BOTTOM TRACK W/LAG seA see NOTE 9E1..CNJ. I I (a)DuPonl'" Fla8hingTape; 6'WlON@ JAMBS. HEADERS & SIllS. BLDG. PAPER & FLASHING TAPE SILL RECEPTOR & END DAIII 1 DOUBLE GlAZE GLASS I ALUM. srOREFRONT'NlNDON FRAME CONTINUOUS BACKER ROD & CAULK BEAD 00 NOT WEEP HOLES OF Sill RECEPTOR I AlUM. SILLAECEPTORWfTH WATER WEEP HOLES ALUM. SILL PAN EXTENDEDOJER STONE CAP STONE 1 CONTINUOUS BACKER ROO & CAULK BEAD BEL.CM' SIll. PAN STONE VENEER CAP STONE - 1 STUCCO SUBSTRA.TE BEHIND STONE VENEER. SEECEAIL. 17/142 BUILDING PAPER OVER PLYWD SUBSTRATE I ~I STANDARD WINDOW SILL ASSEIIIBL Y 1 NOTE: THE Sill RECEPTOR I BOTTOM TRACK SHALL BE FASTENED TOTHE WOOO ROUGH FRAMED OPENINGwnHA LAG SCREW QNDUSTRY STANDARD PER LOCAL ROMTS) SET IN SEAlANT. BEFORE DRMNG lAG SCREW INTO WOOD Sill AU. HOLE WITH SEAlANT. PRIOR TO TIGHTENING SCREW THE ANAL OISTANCEADD SEALANT AROUND SCREW HEADTHEN TOOL SEALANT AROUND SCREW HEAD TO CREATE A FULL SEAL WHEN SEALANT DRlESAT LAG SCAEWSANO END DAMS TEMPORARILY PLUG SIll RECEPTOR HOlES THEN All Sill RECEPTOR TO CHECK FOR lEAKS.. WHEN ANlSHED UNPlW Sill RECEPTOR WEEP HOLES AND COMPLETE INSTAllATlON. TYPICAL WINDOW WALL WA1I!R PROOFING 1 111 1 1 . i()J11 ".:....... I' i. 1 1 I FlASHN.- d- I I I S6MCEOOOR-SEEOOOR- I Ft1 SCHEDUlE-AlIGN RWoE: WTTHFACeOFSHEo\~ l'l"""'" .....""'" , DfWtWlLEElF.8. ~ .. """'" """"""'" r :~EXtEfllOft l'l"""'" _TH'" ,~ttEADeA-8fE . """""""- :-1i2'G"tP. Il<WlD -~ ~ m "'I~ @ @ .. '" , HEAD I .IAIIB @ SERVICE DOOR ...,'... 1 B HOlE. SEE A.OOR"""" ...... "'" A.OOR ....... " PlYWOOD SUBSTRATE FLASHINGTAPE(a)@EIfSI STONE TRANSITION. SEE DTL 7& 17IAfJ.2. FlASHING TAPE (8) WRAPPED AACUND WINDOW JAMB OORNEA FLASHING TAPE (8) LAPPED OVER & UNDER " Sill PAN "- DARK BRONZEANQO. " A:LUM. Sill PAN ~ "'-WOODWAU. ~ ~ ~ FRAMING . SEIMCE DOOR- ""'''''" """""--'''''' SCOO'E<:.'WCAK =~~ SVB "--- I ';~~, l}ll" . ~0UlIED ~".." EXPANSlONJOIHT " MOTE: ICE DETAL '......., FOR ADOrnDNAL IlfORMAT1DN lEGUm..G WAftR P~04TAHDNEAH___/1lOORlI TltRESHOLD@ SERYUCE DOOR ...,.... 110 ""~-~ SlJ..RECEPTOAW/SHI.. ~ i "..SEmNO"" "\" 000VAlX~ "\ ~ ArY.COt..._.': ..,...... """"""". SETN"",^", ANOOIZEDAl.lA.l. WINDOW FRAME _ ALIGN AW.U: WITH FACE OF SVB ~ """,""",FIUr <1 ~ ~ . ""r--.r. <J <1 NOTE: 5EECETAlLI&'AO.1FORAOOfTlCltW.1NFOf'HA~REGARDlNf3WA.TER mxlFlNl3 AT NlJ NfAA W1NiXM'S f IXXlIt3 ~ SILL @ FULL HEIGHT OPENINGS ...,'... 111 l\ 1] \i~'" ,\,.. .. ~\ \" . N<<X)IZB) ALUMINUM DOOR-SEEOOClfI SCHEOl"-: OONCRETf.~ "",,,,,,,,,,,,,,. ALUMtN\JM 1lIlESHOLD .SETlNSEAI.ANT .......0UlED "","SIONJOM , " STOREFRONT DOOR SILL ....,'... 112 ~ 2OGA.S.S,WALLGl.WID_ TOP OF SIl.L TO earTON OFaa.....TTACHW/ CQNST.AlJHESM:- ..... ""'" ~ " /\ / \/ \/_~_.:'.- ""'~'""~,/'. ~=o~~~ ..,.",oew,""" 7.-..-....---- AUGNAWAEWllMFACE I: "'.';-( :<:. OF-OPAaUEPANB.Fl'IAME / ~ PL'l'WDSHEo\THlNG ~ '"DfWNA8LEEJ.F.$ Nun: &Ee IIeTAL '''AI.1 fORAllDI1lONALltfORllA"T1I:* EGARDItGWAnR PROClf'MGAT AtUtNEARWINDCMlI/DOORS .--.------- "1 WINDOW .IA11B @ PRE-l'AY ...,'''' 1 II !t/'\"'SU8S1I1ATE- 'j . SEEBHEET....t.o , PL'IWOOO BLDGI'N'EH : I. ~ . r 8HfA1HING rSCRATCH p~"""",,,,,""" "W CQ,\T ...bc..c"""'....j L . -",,,,,-v. """"" ,""".~ ~.. .... '~."" NETAl..LATH WIIDOW9CHB:lUI.E. -.. - ~ . ., '--MCflTAHBED HJGNFFWotlEwmt' 'MW'GFIOlJI" PERMFl'l FACEDFSHEATHING ARJUNDR:lA \ Sl'EC:S MCKEFIAOO . Q.OBlJRE '-STONE "'" WIANT """'" R.Q. -- '-TYP. GIOJT ""'" .!l0TI!: lle~oerAL1..Al.11'011tADDlTlDMIU.ItI'Qllllll,TlDN1IZGMDIIGWAftA ; I'flClOFWG....T o\KD NEAR WlMDClWI I DOORS > WINDOW.lAII8@STONE r-,,,, I . ~ o' I I 20 GA. 5.S. WALL GUARD . TOP a= SIll TO BOTTOM OfCLG..ATT.'4::HWf cot<lT.",""", CAU4 \!/ :":~~]:i ;~~=.. ." "1m ... '_i "'.: ~AWM. . . . '~;':,/\, ~ ;/\ [)'1'WINOOWFFlAAlE " ..__C.,_...-. ..,~" . ~~=== t:?1.'/-<:<~::< ;;~;:.~.-:~:~,-;.l .. ,'--- .""....-.-....,.... 1'tlfWNAIll.EEJ.FA. j PL'IWOSHEAntNl3 - .... NOTE: IlU.OETAL1"'Al.tfQRAllDIJ1OIW."foNaM.TIQM~I<<IWA1U.--.' PAOOFlNQATMDNUR_/~ '\ <' , ' WINDOW .IA118 @ DRIVE TltRU ...,.... 1 7 ~ ANlJDlZEc....l.II. WNlOW FlWolE - H.GN FRAME WITH FK:E a ~mR,"",,\ EN)DMl_NO Ii 8EALANr....rFl.ASHN3 2DGI'\..S.S.WAL1-OUNID- ::7"': . '- _ ~ r 1:::_'10_' wrrHN FJW.\f \ ATTICHWlCQiST AOHESM:: v --c- _.-- < :-13 ._,,~ 1'~E,tF.a._~. -----------:.:. I' l:: . " ~. MOTli: IE&IlIiTAL'''AI.1FORADOIT1DNALIIFDRIM.....JlEMJIDIlCIWAftR 'RDClFIIIIATAJID!I!AIl:WlNIMM81lXla1ll1 WINDOW SILL @ DRIYI! TltRU ....,'... . . . ':>d" ,.-1 l'l~-::~~~x X X'-:iT""'" ., ~ II "'''1.0 > 1 'I 1"_.....,.,,. / ~ SEE ii 1 Sf......... I....J '0. =~.F.s. --) NolOOlZEDAWMWld WlNOOWJ FfWocE-SEEWINlXlW!lCHEIJlJLE. 'Al..$.lFJW.G;wmtFN;;EDF _THNO ~ -""""" ""''". ""'^"' TYPICAL WINDOW HEAD r-,,,, _. &EfSI-EET....1.0~ N<<:lDm:OALUMINUJol VANllONFHAME.SEf 'MNDOWSCHEDtI-E '""''"''''''''" FACEOFstEATHtNa , xx /~ .y """""'" -.......... \...EJU IiIOft;OUD&T.u..,......tFCIRAllOII1QIrW.;.FOltIIATIDII__.G1WA1IYl 3 'AlXlnfG4TAllDMUAW\NDClIINI0CIaIM ~ TYPICAL WINDOW.!AII8 r-,'... I 2 ~~~.. I~ OFSHEAniING - - """""'''''"-su """""" , :::.~~~ l =,"-""',, "- \ "'~ ...--~ ~~'"~~~ U. MOFlTMBED -. .. I 1I2'G.W.a ...""'''''''' I....'., - =~''''..'~ AOEStJEBY ..' .r SlI<Il.GAClUP . 1lUIUl'''' ..fE.... ""'" "''''"'. METAL LATH ~ SEEDETAlLl&'AO.1FORADDlllClHAL~TIOHREGMOlNl]WAT&l I'Rl:lOftlQM ANDN;AR_~I000RS WINDOW SILL @ STONE VENEER ,..,'... I 3 NOlE: 8EE0ETA1L.1&'M,1 FORAODlTlONAl..lNFOfM\TIONfEW'QNf3WAlEI'l PROOFJNQ....T AND NEAAWINIX7MI/1XlCftI ~~ 1"-. a~ * /:="~:'ti N<<XllZf.DAU.N.~? 1-1 SUTOBOTTOUa: f\ASl1lN3. ,-/ ._-' 111 ~MJH 1'~Elf.a.__ ...,. ......__.. Cl\'EAPl'l'WOOO :'... """"'" _Ff.F~PL't'MXI) I \ .o~" 1\1'...1\.111.....41 WINOOW....slili.lr..;!{i.;..llfoi.. ----.,. NOV I I 1 CONSUUANT'S ' SEAL /', 7::" D, D, 2'> /', /', /', /', i """""CT""" Bl.LDNI3Tt'PE: f'lMVERSOf: S/TENJlIIlIER: ............... ''-. """."" XlllClOl """"'" T.oJ TACO BEll. 123 WIN STF&T -'-"^- Q ~""'"" ......... T-50 CONSTRUCTION DETAILS DOORJWINDOW .#~ ~o(;-,p/ ~, RMr~tE 1 I ~ , . 3 2009 ~~~~=:I1... ~.""l_,..~_,..... CMRFLASHlNG TAPE. DIAMPFER"~..'<<P PAlNTELF.a EJ.f.5.ATSTNUERTRACK ~f-\~~ =:::~ .:J r . ~=~ HEN BOTTOM lEG a. . :.' PER MAt SPEai. CClfDW)OSlLLSTONE: '4:,j, I r11JrLG:st:AEW5 ~~I<ACOiP".'" ,.l- CPl2'O.C.w.x >ll-~!;I'-Q!l'~_._- '=;!i-- .--.j n;~~=-= ~,/ ~---.~.'-. -~-J ~STONE~ - ~1I <. .-DiEREDwm-t~ARPBl ,', w=R.'S~~_ . -. _ ~ . -AKlRTAABED PER""''''''' I I I I BUII..DlNlJPN'ERlPEASl'ECS) :U;Gf.LV.MEfALLATI' j' 1 . ,,'-"'_", SCAATOlCO\~:"-.'. --~.- T'Il'.GAOUTJOlNT- - 'I'"-; '~...~...-. BHEATHM I STONI! WAINSCOT @ _ FRAMING <- ".. ~ . il::><:i I I SU"..", ::j' MORTNlBEDPBlWflSfB;:S. .; UaN-V.MCrALLATH :' ': 8UIl.OINGPAPSI . jPERSPECS.)SHAU --............. --:'-... OYEJlN>J-MOLDAT --........ 4f d 80TT0MOF~ -........, 5CAATCH~T _______ ' ': """"'"" STONE _________ 'tIEtU;ERADHEFlEOWrTH ii--: M::lR\'H'lPSlMfR.'B """"".......- lYP.GROUTJOOIT I I PEflF.ImJCOOJ.MQUl !Iol Ll <J I <J LI <J STONI! WAlNSCOT@ _ FRAMING \- I lMlflTAR""PER~"""- r 2.liGAlV.MErALLATH. _. BUllDINGPAPEfl , , iPERSPEC3.)SHAU. / o.m.N'J-MOLDAT I BOTIOM Of\/ENEER '''1 ~rCHlX:IAT~"--- CClfDWJQSTONE . VENEERAD~WITH--........ ........... =~ ~~ I I T'tP.GROUTJOlNT P.T.Sl.J..PI.ATE I'B'IF.S1\JCCOJ..MC(1) .... \...:: I Ll <J STONI! WAlNSCOT@ I I I I I I /. /~. . -_..--- '. . . ,..-' . / <J .." UCI 8'-1'-0' 118 NOT USED ~ lJ"ool'.q '/ / / .'/ " ./ 120 ~ ~j,::. "'. --- 'J ,,/ ", J ..~ , . i .' !!-- ~. @ ~ . , "'. I ~ ,. '" ~ 1 @ .~ . I" . ~. . "-'" - @ ~ ~I "'. . " j > 117 I!.I.F.&. H!!AD @ I!XPRE&SION PANI!L <-,';I' 113 I!IFS BAND @ I!XPRI!&&ION PANELS ""-,';1' 1 . ~ "7----- ~r,\ I \ ""V ) ." .......... I +--=t . 1'1~~W..H.lF.s. J PLY'MXDSlt:ATItNJ I!.I.F.&. .JAIIB @ SI!RYIC1! DOOR <-,';1' 1 B """"""'s>R.CI\RO i > / ( \ \1' NOT AN OPTION: Do -not caulk below EIFS starter track edge & galv. mtl. flashing to allow for drainage behind EIFS. ~ I ~~~~1O.lEOOERC. MANU~DETAl..SAND~TION3Si'OJLOllERJl..LtMB).IEf[RTDSECIJl?N0724O~TH2" ~ / /' 118 NOT U5I!D 114 '-- ,'\ '~~ !\ ..I. . ,,~,.....J) PlW<<XDSHEAnN,i R ~ > .JAIIB ABOYB STONI!@ I!XP. PANI!L ....,... 11., /fiBlJILOINGPH'ER(PERSf'ECS:l BCRA.1CHOOA.T frE.I.F.S. UGAl.-V.Ml!TALLA1H . ,,-Pl'l"MXX)SHEATHING ._,*~~""PER,",:,~ '.,., ,I l} '.:-,--.~--- .,~ - - . f.l.fs'--., . , :-ElCl',GRmEPl..YWO, . Jl I . \W'~~_ 1l1CNE""",, -----y' -~ I .JAIIB@STONE@EXP.PANEL ....,... 118 EIFS BAND DETAIL .-,... 112 ........'" ~~~flJ..wmt1BTQOETAL 'r=:t:::::::'T8NlIER: ~=-- ~.. .:::::::--=....."""""" lCN-~...llf'ECFIB)ONnE , . ~a:TOe I =- I ~~~~:i;~~~~sm - ~ - ->< ~ ::::=~=COo\Tfll.L'II1THSJO ___ I ' ",,', MESHDETAlL '::j /' /' ':>: ...-fI.I\.DlNGPAP8I -ru/~~"~ ._~::::, \ '1'1 . , ;;; "',. Mn.RASHNG . CUL1\IREDSTONESLJ.AOtelED lOSTm.NlGI.EwmtSlKAllLR N<<:HOIAI(.,'llJ'flll(AaH'.CII ,[ EOOALAl'PLEDPERJofil'! . . I RaXlMMeo."OONS ~l('Z'14CA.STEEl.ANGI.E ~EDWllHH:O:2-1f7 DRYWAlJ..BaIEWS@90.BlUJaI lOEllDCKINBAT1'Z'O.c. ClIll\ROaTONE~ MORfNlPERMfR.'S!EC. SClWQt al'iT ON u G'LV. Mn.~ I!.I.F.&. TO BAllI! FLAIIIlING NU 1 7 ,- ______ E.l.F.8. 8LI'Ii'CE ~ .-- .. CAl'SRH r~~:= W""-COR<R NOllC 1HElYPlCALCOFINEFl TREATMENT fOR ~'f9IEERIS~ ~ AlTERNATEI.APflNGSTCNBASSHC7M<l.-a::NE. RElDSTONEStW..ltfAVE.HORIZQNTALGOJJ'UNEAI.OmV'ATH .Ii lHEANlSHR.OOR. HOAIZOHTAlQROUT.DNl8&iOlA.DNOT 'l EXCEED.. TO 6 FEa. TYPICAL STONE VENEER CORNER N.'a I 8 i_'~fY~11 ~,~~, - ~~ ~- DETAIL&/M..'l.oWHIl. _"". " Il/lOlSIOODNClSEALANt -- I r RASltNGTAPE \ ,/. 8EIHltt..lL6HFOACCHlmON RO.----1 / '. .., lt1 AlltM;SItlNEVENEER ..'- lMEFSF...ceN!DIElROfE_ :~ f EIlDGPAPER ... SWoT01Cl)l.T :;..- l!: UlW.V./ETAUATH ::-' ~ IolORTAR.Ila)JlERMFR~-'j' SftlNE'oaEEIl ,,: 1 lYP.QROlJTJOlNT . ,,' '1__ ~SEEOETAL1&'A41FCIAN:OlIOtW.~n::wfEGNlDlNGWATER I 1'lNII\lEflSQ\t" f'RXFflOAT~NENlW\KlaMlfD00A8 ~ \ ~~ ", ~ CORNER @ BDLII & , ,., WALL NU ( [II ) . Rfl21 oE1>Oo----- TACO BELL '-. . AUGNr.eIT A. AN'fREFERENCETO 'E.I.F.8.', ONlHI8BHm ANDlllRCll.ICJlOtJ'iHESETCF CONSTRUCTlONS DRAWINGS, 0 R7EJRhQ 10 DIWNA8.E flnERlCfl INSULA"Pl:>><lnANlSHSYSIEM. - ""'"""'" fOIl"""". "'''''''' .... '-. .~. j 1'DfWNABtZ ELF.$. .~.~ --'..- ",..-- I ~~.,.---______J i I CN<OPY .... CONNECTION lHFIJ ' ~~SCOf'E j [=_____m___ i ! 1,- ...... "i".J.. :.' ~::l 't - . r .---'f .-,,-, HeADER-S";f' """""""- ~... .. I I 'K~I= . I ~ -.. ~[\ ~ L=,~JJ 111[; \ . """"""- WINOCW FJWdE _ see WINlXlW""""..... AUGNFRl'.MEWlJH FACEOFSHFATHlNG WINDOW HEAD @ DRlYB 11lRU < - ,';1' I 2 CONSULTANT'S SFAI. . /::, /::, 6 6 6 6 6 6 '6 CCtffl'I.olCTD\lE: ........"'" . lOO<XXX ,... lZ1t,WNSTJEEI' -,"',,",.. G ~~ ~ T-50 CONSTRUcnON DETAILS WALL, DOOR &: "- \.. PRE-~IlRMITTAl D~E(11l~6.2 GENERAL NOTES 4 I , , NUV 3 LU ::I _. n"_."", '';~''''.~' __~ ------------------- :a . '1II o L. \ .~ I nun II~U gin ~ i \~ I~n ~ I ~ 1 \~ (= ~" ~ o ow III II (:'." II ~ ig ;~ n 8 6 5 a~ ~ ~ ~ .. ~ ~- I ~ ~ i ' ' ' il! Ii; Ii [v._ " :, ~ I a I iffif- iffift a a ~~ ~ --=- ~ i ~~ Him u~!~I~u i ~II i i ~r..I5::::::><,~"_,1,:_ . !1~ ~,,~~~~ ~ .~all i ~~.> · ' , ~ iIi~ ~~~~~a mj"~~ - . , . 3',\!,j: mo ,!~. ~ ~ ~J- a S:: . ,..... . I I I j~~~~ ~ ~- '.-- ~ ~ 11 ~><V\ .. 1 ~ . i ~.u__ n, 'a : E ~'0--. E Ii ! """'I"'j~ ~ ~~m m ill ~ ~i ~i U~ m ~ ~~~n~ ~ ~n ~~~~i ~ I I ill ~~ ~ ~~~ ~n ~ I~~m~ CI u ~~hi ~ !lJ ! i U21ji i i~~1 ~ II ~~~g l (~,~ ~ ~ ~I~ en, YA_ ~~~ (,~~ III i -/' ,- S III 'j '\ n~I' i ~ ~ ~~ ~ ~I B ~ ~ a~ ~ liII i I Iii ~~ g ~ y""",, :II: o .. I z a II II II ; .' . . . I ( ~ ; i I I~n ill U i U~I ~~ I ~ i im ~ , ~ ~ . , ~ - III - - .. - '''' . '. . :II: ~ c III a , ~ - - ,.. "'C ;::0 n-I - . z: en ~ c> c::: :II: <~ ~~ g;::o · CD n-I ('")~ cj ,~:a- en . w \ ~ IIUnnl1 II ~ I i a~' ~u. ~ ~ ~ ~ij~ ~~ 8~ ~ ~ I d~ ~~ ~ffl ~ ~ ~ ~! ~g ~ ~ i 8 gZ "'m'" .. ... :i1 -;-I~~~ ~ !: c ~ ~~w Iii~ o z I P H,g I '[>'[>'1>'1>'1>'1>'1>'1>'1>' . !- -t i~~,!B ii ~ ,m ~ ~ ~ . II ~ ~ ~~ ig / / -. -l\9\-'/A' - n ~ .\- . ..,~ . '. . . . . . \~,,\.,~ I \~ . I I ) I 1 . ~ j ~i~u~ l!~ i ~ . ~ ~~u ~ :I~ ~ ~ ~ ~~~~ ~'i~ ~ ~gg~ ~~~~ ,m 81 ~ ~ ~ S I~~,y\\ I \ l :\~1 , .......",(,)'~ a. .\./. ~...:;lp.L-'---" .. ~;:':~~;:.::e~;}>':'., .: : :;;'$-:,-':";'1: ~~ ~~ H~n ~1! s ~ ~~~ g :II: :II: III ~ o :II: :i! :II C l!! ill . . :II: ~ C II III ' a , i""," .ffi( . ~~~~ ~"", ~ ", ~ ~ 0(, ~a l~~~a~~ ~ ( ~M~! ~~~~i~ ~ ... .1 ~I;; c'" .. , . ~ ~~ ( l~ , I ~ a ~ - ~ ~ ~ i i I ~ I nlli ~ I I 5 ~ . ~ ~ ~ III ! ;I i z is z i ~ 100 -.. . , ~ , . ~\'.i:IS""'I1SIIi'::':l:~ J. I~~ " j I ~~~~1ii~~ ~ ~~ ~ ! ~n.~~~ ~ ~~ ~ iIi "~ a~~!h~ ~ ~ ~ j ~~~ <ig 5 m 5 ~a~ h~ ~ ~ ! ~~~~ili,; ~ 2~~' r ~ - - .. :II: ~ c I1l 11Z''M'. it ., )'P. .. .. II i i ~.~ ~ !i~;' ~ -om ~~~ ~ ~~fj~ ~ ~~Q ~ ~ ;~! II h ~ ~tp ~ U !Ii~ ~ s . . ~ .. . , .., ") I ~~ II i ~ i~ ~ ~ ~ ~~ ~ ~ ~ I I ()' o 2 ~e f'~ ~. ~ (jj // /"",=i .. ~p(;;'';- I I "'"""""""----./' "''''''''''''' I \( ~" , y ~HITALl.AlXlN:l' WDE:&J..V.SllW'SOEA. TIIJSS(llW(.I'.c"O.cJ I ""'" SliSCoPe a WCAC FCR """'''''''''''' SYRUP UNIIIN CIIIUNG N.T" 117 I I I I I ~ N.TA 1,18 ~ f=~DT\ ~T"~...;.c: ~ 1~'1l'A.fJ'. ------ ~~- SYRUP BUNDLI! CLG. PllNElRAnON kn.oo""" ~~os.s.DRI<< > l. :==\ MACH.1'-1ll' AU. ~- l'Z'.l5"CI"E....:i CENl'EIED1S"Af.f. 'OS<Di"? / II I I lCE"lR<<~ .......... """"""'" ... < I carJBl utE a: D_T. 0NIlER """- ""'....""" --- -~ """'" 'I. -!oJ " ~ " " z J J ~ " " " ;. " " " ;;: ~ ~ " '" - - - iYRUP-CHAaIlIN WAU. c j ( . & ...... .-c. .<"'lO" 118 #t.,- \)" I I I I I I Dll<INQ..... NT" NOT USIIII. 1 20 " ---- ~ ewe ttDliEllIll8. """=2'" CClO< ,wmiP\JJllUllHl] R l--~lJ'I1U'CHo\SEFROU ':Mi ~a.aI02ll"AfJ'.SEEllEfAL --I I 'Of'ENNGlNWAU..8EEDETA\l. ,""" I '.=. ~~~_.HlDllBONEmEJlSllECFSTUD : 0& AUlHD~Y o i_ I . """'~ Gl . I i~Cr- vanroAOOFFtlAf'& J.8OlllSONOIESIlECF$iW """"''''''''''"-, VERJrALS'l'fU'QW;EF'AQU NN.Q..ll102lI'A.F.f,a Clfl"IOL1WA&4. J.eOllESClNOfEllDEClF8TVD AOO>€D"""","-' ~ ~~ ~ ~rouPUENI'A[ca:srnWWM.L ~ 1IQl(0ln1#4nk!2'WI5J'GlDf. =1 i=I o@oo@o-J.a':lIlESONElt'lEASl)EOF8M ,- ~..anr.ALLY . i ~- I~ !I.>-==:'=" + NO'IW:COClADlMATEF'I.JrCOlEtll' 1__: OFlNlIIALLlTEMSMntPWloUlN3 ~ AM)~nw::Q.sa: &>EETNJl,aoAN)~.p:f" Q\~ '''vOOv ~ INTIIRIOR CHA&II WAlL ,~".. 118 ) INTBRIOR CHA&II WAlL ,'-,." 118. NOT USED 118 NOT USIID 18 I ~~~ /,,' ... ~ Wr~- ~/~.( LWD<X>>O """"" 8l..IlllrfMTEA8 NOla) (W 8HEEl'Al.0 Ii! u ~~ ~ oIAIIIB AT H.M. DOOR .-,... 110 ..WOOD_ . 1-'~ j -- ...."'tXXl SlEA11<NG j ~TO PREFABRICATED .THI>J.WAU, -SQ.OPEIl l'OfWNAIllEEJ.F.8.- """"-TWDOD """""'" METAL1RIMSETJN """"" iQ --1' ~ . . w . OJ""" """""""''''' tHUWALI. SCUPPER. '""'''"-PER ......""""'" ;J MU'''~~ fQ_ /?~_~_'< t.ETALA.ASt..aIll'"d~ _~_ , CAW< 1~.- A/ RlGOINSUlATlON ==------'~ r?0' _.-~-- . ~ -:. ' PI.'T'WOODFlOOFOECK~ )< . -....... ..wooo_ ~.f8' . o4<:;t~ .' I_<I'~& #6'~ V ~-.... 1'OfWNABLEE.I.F.s.- ,"","-TWDOD """lltNG \ 8CUPPIIR OVIIR FLOW DETAIL 112 ~ 2.LAY8'ISOF~PL't'WD OONTCllJA curro FH::E OF 5OR'ITNAlLfDTDltlP "".......------- 10'.fJ' ~STUOSOl8"O.C. o llOT.OFCUlOINING ~_. lWMlNAlEDMENJBCWIO / / WAl.LFNSHC1I'ER~ """-TWDOD -0-~.OFSOfFlT ~:.~ ii F."; !! t::! iV ^ ~ T I l'IJIWNABLEELF's OVER Pl'1WOQDstaTHlNl3 ..WOOD....... METALlRlM SET IN SEAl.ANT - Ol,R)USTPREU.llRlCATm - _ecuPPSl. "",,"-PER ......."""-""'" ~ METAl.CCN::IUl:fOAHEAO,- SETRlMOfHEA01'M:N. N!OIETOf' OF 8CUPf'6l ... PER UlCAl. """'""""" METALOCJNNSPQJT. SRE- PERUlCAl.""""""'" '1 ~- b&1IJ1lrO'C'7 L '--~ ~M01"Qc. , - /:J.1 /+ ~:;::="" nz'I:V4"ANGLE@tA.lRJS8W1r,t 1I4"1l1'LAaSCAEWSlNTOlRlSS& Gl) IWa4'lNlJ. BOI.1SATOOl.JIlL.e TClflfl\ATI '. "'lIIlIGIell'aG. TOsmuo.MEM ...am. l' N. /.. 2IdI SIUOS our O.c. (:.... I ........-------FFf>CNEFl1fl'PLWIOOOlOBOTT. v I ~ OFTl'IUSS \, _ ~ll'''''OAll-10'.seeSHEETA7.1 V BOT,OfI(llCltilCl.A ,. H ---- :-- --- -C-;-V ~~ :bi8SJUOS018'o.c. tR'G'I'P.80.PAINTfI) 2. lAYEAS OF 1!2"Pl'M'O lXlHTOUR OJT TO FACe OF IlOffITNAl..EDTOBOl. ""....... NCJre AUDNABlEAL~lE f'f'W,GN3:a.t MT1..6TlIlSWIREX 1JW:K FOR lll..UCHf.*D RWoGNCl III1NU BOARDI&OFFrr &l!cnoN "" - ,." I 1 """'.......... (.~- ~ , !---l~~j ~! """""PER..... '""""""'" ." '.'-'.--;':-;:' .....~"- '........_, .._.,,;_.:.;":'.~_,. 'J ~ ......:-',-..,._..~ IClR'lffl(DEOQA YENXJR fU<<J AT niEfftONTNDSDE """'" DI!COR SOFFIT ATTACHMIINT 'f'-"" I 2 Nur . WA$1ERTOP.. IlCI1'1tlM 4....IIl.OCKOROD ........"'" rrtI'PII..I5SBTllllOOAD ltIREAl;l ROO gRILl. 'MW lLOCK CL. r' . j , ~ ><j ><.] r"TOl'f\ATf ?1/5=: "-'w"",,,,,,><. ~ ~~TO / ~ ~8CU'PER I [SllEPERlOCofL I ." ',' RCNJ'S. i' '., \ ~~~~~~..,.'" ~ 1:1/ RW........__ ~ _} =! _________ r""''''''_~<>u."l.E . ~ -'1[ --------------."" -~~- ~ SYRlNLN 8UNJl.I;'llflIWl . r4\. DIlCOR &OFFIT ATIIIO._'-'."0 \ ~ """-Fl-'SH>NG" L-=----= ~ CNJ~~ "",=<.:r;;.=- \ "WOOD """'"" I "'-""<ASfAOORNO MEMSfWECMR lfZ PL'l"WOOOSHEAJliNG. HfAT.wB.DlO "'-""<ASf PREFHlRICATm THRUWAI.L SO.A>ER '6 .. 19 ,.'-- -..----'. ~.f8' c!:;t~ ~...~& #,,~~ v~ .... Ii': '~:.- , ' --, \' """, OONDUCTOA HEAOS TO BE IWWC'ATED ~ INSTALLED PERARCHITECJUW.SHEEI' METAL lAANUAl ~ DEfNLB . g u~n!5 uUI' <;;:1<';;1 ~ .- ~~~E~ ~z ~mO <i :i:;!:~' ~ :.!orfiJ l:!;:; o..ft tis ~l!! ~~w8 ~ · ~!1"i w ",0 '" ",or z" :>" ''';;!Q~", u . %I-W~ ' Q(5&o <(~~g~~ a:oa::::l!:g c~~ !ll CONSULTi"NTS SEAL 21 21 21 21 6 L:, 21 L:, 21 CXlfTJW:fD\1E JOOOOOC Bl.ILDNlJ'l'I1'e T4) ....."""" SlTEN.A&ft lOO(.lOO( """"""""" >DDDDl TACO B8l. 123YA1N!mI:ET -""'- OJ ~~ ~Cil1..l1oo T-50 CONSTRUCTION DETAILS WALL " A6.4 8CUPPER. CONDUCTOR HEAD DETAIl;. t...;!~. ~1'4r \I;'I",~'l"lr 11'....\I""..,IlIlII'\L: n__ NOV 3 2.009 . ~~~~~~~~~IlWfo'f.i=~:O~ ! ,r-- fI:lU.EDONa:HTACTGU..E. SEESCOPEOFWORl<. 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PRCMOE1N<< o:J'ooSl LOCKS. fl.l&{ VAl..VES SHr\l.L BE ItGfT ~ OIIlEFT Iw.l AS REOUREO TO CORIlESP<:lNO'M1H ACCeSS FROl.lWllE SlOE OF STAlL VERFY RU:lHSIlE """'''''''''"' ' 1~~fa=v~~~=-LfeO-?~=^,,1~~~~.f~ I WIfT'EVl1llEaJSCH~.AUI-tJNll.......~."CCN:E.Al.EDAfI.1SSUPPan" "CENIelS. ~o.:::.=r~BYG~.Ll.E\I6lBlfiF.eFLA,:rGFllDST1WIDl. ~AIXET:Fl.IlNSl-ED SEE8If'6.OfOfllAVSUPPORTlETAL Al.X:ET.~CXl.V'UIM. 11H:STAlN.ESSSTEELIW<<JSNll.WALL.t-t.JNi'NCU.lJESAlI"~ST1.N.FSS. 1.5 FAUCETWJfOOfY.....'v1:.PEJlDETAL7If'l1D, . "'" ,,,. "" V" I,,, , I ,,,. ,,,. + I "" 'I' I I I I,,,. ,,,. I 1-',14' ,.".. / "'"I VB>FI ,,,. ~ I SINK. fAUCa &0fW\I . ,- ,- ISlHK.fAUCETIKJDfWoI 1- ,- I- I SEE8lfEP\.NolFCII:EXTfRIOAl?IEASElNfERCEPTOR8IZEIHDLOC.\"TDt 1- ,- ,- I TlERUOSTA1lC.125P518.2OO'.'FBAONZEBClOY,STIN..fSS. 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SEETODETALM'llD ~m.SEALP-1"WoPMrHFl.NEl.NO-H.JBOlITlEfN<<JIlflll.5SGOCEf8) I I I I I I MN4l.FlCf1JRER/MODElI'tMBER I JOIWIlf~6llOIII .-~.. '~~--= ~/MODEl:~4-OSI" J.JOSAM/MOOB.:~ ~WolIlE/MOOEl.:~'" ZUlN/~l:Z,'lU).,1l! Zl.W.M/MOOa:fD-ZZIO I JOSAM/r.KDa:lIXIJI.A I WADE/Io'OOEL:111D I JCiElNol/I.<<Xla:5BDl IWAOE/MODEL:tm:IZ IZLflN/l.aEt:Z-1400 .JClSo'lrM/UOOB.:5BS10 I WIDE I MODEL: ll5lIJ:: /ZlR-lft.nlB.:Z-144&IIP JCJSMII/1.tClDEl.:71CDl IWN:JEfMWB.:1IIlD. IztIlNfWOOEL:Z.13Oll AIolSfO,'CIlJet'/...xEl;S1l1LOl IKOilEl't1OlJlf"/MOOaK-<<;,i r CIWE"ECCfoIUlSER'/~"" , , l'AM.S7D.\.YNBfI(XlK"/MCXlEl:fllll1D12 I kCHEA"FESHl.Wt/MCXlEL:~T I C!WE'teNCOLBIAW'/MOOa:-48ll2 I A.S. COMRNJFJWODEL: 0l2A.131 CI'WE 'tWlWDf'1 MOOEl.: 1.12\1 ,- ,- ,- ,- , 1- I , PnnE: ~~IIUI\l,iii~~ ;~~n) rK. [--Y\lWI1'III II .- "-- I - __.... I 3 LUU;; NO\! PWYBING &CHI!DUU I AJ nUl.' ~lI'....,,~~ ~~~~!!: r o~fiIt;;~g~ "56:~~~i ~!~~i~~~ ~:r"im,mog ""0 w;ia; a:w !Dirt; ~~;n~~u~~z <!;;r~~,",,~w8 ~fi-'~~~~~ ::E~ Qrlr~i=~ a,if ~~~~ ~!l 0"00 ~g~ai~ 0:t5SQ~Orr a: a: a:': I- /# 04(~ :it .. ~" CONSULTANTS SE.n..L A OUl2-01 WATl!Rl-EATER I:-, I:-, I:-, I:-, I:-, I:-, "6 ~ """"""""" 81.a.lllNG1YPE: ".,,,,""'" ""'- """"....... """"'" T.. .... .""",,", """'" TACO BElL lZ3loWNemt:Ef ~.lI5AllmI:i " Q .,...",. Iflm& T-50 PLUMBING SCHEDULES AND NOTES P1.0 PlDfMlE: . - . .' . c.~ .~ :.''''.0-," "."",.c!!!:._. ~ ~.,..... ..,-" f ~"~""'~'" --. .~=,;>,,- ~--l ;,~ ---c-::.'--'==--.'~"""X-:-::;t~r'7--~niWlr,:-- .!W; ';f~... --1.. .... -(~, r~~-----~~~-\ nO CoO ..~ _~ ~l"'\. '. ,- . -- -.:- reD : ,- ,- - ~ J -- -: j-,----<....!..J 111 C' ..,-_ _,,':-._ a-. _ (2~~!L, I _ __ I I," _____L~ '~J___ I-----..~..I 17 .". /\ / " : r.,...--~- --- 7--""----------~-"--- '~--""-_ ~--_._________. ,--' \ L---""' FS 1 ~,.,.....' ,.. CO I ....------------- /,. '~" -:1 .:-:1 ~ / \ / ~ / ) r , . ' . @" @ ( @ CITD ( " /. --.. ,...'.' -- I - - I @IT :I: " ~ 17 <!BID I @J) A" :..:::....., ~ _~__../~_;r- -- - -_~~~_ " ~ (2-WAY) , ; " t; , "~~~:(iilJij~,,~~:r: 'ii' @D;t"~i r' ';',::-," '~':~ I, . '" [D' J': L - - - - - _..J ..: I :--m-m---:'~'lJ1'~~~~Hl1q~.--i . T ' ''':,'J it .:!:: :: : ~ v:.,,".;; :., ~I. "ii' ., iL : : ;." I~ I ROa' f: ,. - :.'~~" :. -::~,I /)i ~lONROOF------.l I CD -': -, ~ --!fIi!!;Q W:lliIi;IIA 1- -~^ -^ - -- -- r --~ --- ~ - -~ -I, ,,', " K';:i";"......". .' ; '-1",' - cDJ:::::::"'-- ~~;-;E---~ ~1~~- ----""C~----c:,~~;~-?~ti,~~,;,:.;QI:D;... ~ ,;~. ; -: cv-7 d; _c',-'" '~- 1'1 ~",,;,-,,'i'.: ~F8, f::' -:: -: ..1 '~C.~<~ 1.. . r .'~ (~~ ':U:'4",,;;;;i, 'e'CO :~j~~, ~ .~:i':t[j~.";,, W,L ,Jf n.; '. t,,,},.,1 @]J) CL!Ijr6';;:1~') ~! 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CD lINJERGRC1J~SONTAAYPlPESl-WLI:IlEHJBC'ASTIflOHPl'Ef(I'f"!M:FI'ISI'I0 FEET FRCIol ca.tECOONTO FLOat SHK Fs.2. 0J1WMD. m PftCM[EcctaNSATEUlEN<<JDfWtLU:f'HW~waw:TOl'\1ffS,P~ All GN' PER l.OC.H.. axE. cf..""""""......"""'" Ci' "'...., (T'/P 1<11. CO "'SECON:lARY ROOF""'" (lYP.F(E3) "'Ifo',NI.EA.DERJ OOWN~_ (IYP.fClts) CD PAtMDEWASTE I..JIlES fROU BEYEIWiE l.HlTO t'DfFS.1'tOII:E ~(W> PUt """'-=<. I CD PA:MDE:!J4' OJPPERCONDENSATE FJl(l,l caJl..E~EE2ER EVAPCft.Io.TOR i:IWII PA:MDED BYVENDOA 10 OUTf.-uAT FU:OR SN< (l-EAT RlPE B SLPPLEDYfTH FRUZEFlCONDENSATE). Pf'EfR(Id~05MOS6SYSTEMTOFl.CX:ASN<. PK: OR ~CONoeNSATE DIWt\l FROMHv'Ac; UNlS ON ROOF, RJNN1O(f CEII..JH3 TO MCI"SNK.PI'N>SHALLSla'El{~PEJlFOOT ANDSHAU.BEit&.l.ATED 'MrH l' CLOSED a:1..l.l..I..M INSllATIJtt REFER TO RlSERlllIrGAAM ON Sl-EET f16.o FORPI'ESlZES. CD ENmEIUNOF0AAt4UlESTOHI..ETCFexrmJ:lRGREASEw,,~__Y''''''''NC:I 0Vl1.n CF IK1'ERCEPTOA TOCONNEC11ONAT ~Afn' wa.l SHALL BE SCKDl.LE 4Op.tCIMVCIlASREQJIlfDSYT11EAl.JTHOAfIYl-i\W6Jl..fU5l)CJQt E. 4'"SElXlNWfYOfWNWTLETSIiW.ElClDlO2"BEYONOfIt.ISItilWHLSEE NCHlTECTUW.. DAAWltGM.o FOfl NSTH..lATICW PAOCEOL/AE AM) M.l FOfl EXACT lOQ\TIJNCFDfIIIIIlOl/TlET. F, coomIoWEI.C.X""TDIIOFSTORMWI\1ERI'If'H)/IBOIECElIJN3W1THN-LlRAOES PRlOflTOlNSTH..lATllN. CD I I o 9"YENfllJ'llRlLDlJO:F. C!) PFEWASTEFR(I,I&<;a.IJ'ARJl.lENTSN<lOA..OCJlSNK'MTliAll:G>>PERCOOE. CD l'<XHlENSA-TEOAAJ.lO(M'NfRCIolRTV-1.SEEDETAl.1a~DflAVoW:3Pe.O. @ l'COM:IBSTEOAAIIIOCINHFRQIR'I\J..2.SEEOETAL 111CW~P6.0 I NOT USED NT> I E ID WASTE. VENT PLAIINOTES Ie ROOF DRAIN &CHEllAne I /~ @[D "WA~ . I WAS'I'B.. vaNT PLAN 114"-1'-4' @ 1-112"aJNJfNS':Il:~PI'E~TOl<<)f'stN<.PflOo1D.EAIfl~ASREQl.JRED BY au. F REOlIRED fUll CONleG\lE I'f'NG TO exr:aooA 0R'YWaL fIEJENfCH NEA~Sl~SEWEJlM;DlIECTIDBY"lHEAIJ1HOAlfYw.wt:;J1.IlISIX:TOi 00 RLN~lH:fIQ,lSlSOIlN(~TIfiJWALlOPG. TOtlJTFAU.ATFS IlEHfAlHDlfOllN(w.c:tD€. GD flLNHXlNIHllFlllH3'MIHYENT. @PI>EW/6TEfHQ.tIftPSN<TORQJRSN-WlfHAlRG',pPEflCXXlE. @ ""RXFDfWllWIIllOfWNPlPE. fUlnR:l)GH1lIJSSSPIa,' 00 ~lfADEROCPiININWAUAKlRLNPI'ElNJERGRCl.H>ourso:fII..Il.l)HilO @""SEOOtCNlYOfWN'MIHOfWllPPE.RUNlHfI;Jl,Dt11'lUSSSl'l'a- @ "'SECCNJNrtOAANJ:lCMt,llNWAlL ~PI'lEA8CNECNO"r. PRE.SUBMITTAL REC'[ NOV 3 Z009 KEY NOTES , Dj ./. CONSULTANT'S SEAL o B At.m.oo. L\ L\ 0. L\ L\ L\ L\ 0. RJSlONORN(/t.IIMil A . CONl'RACrD\1E: """"""",,, ......"""'" '"''''''''''' srooe_ """""" ,-0> """.""" '"""" A TACO BEU. 123........STfeT Htfl1JIVN.!..&.Il87115 . Q ,-.. ........ T-50 " WASTE AND VENT PLAN P2.0 I 8 RDTOA'" . iii I I I I I I I I I I I I I " " I I I I I NOT USED I C"'"'-O'_'-O'_",,-,",,-..'-O~I.,lL ";"';";,,,:C:.,::-; ::.::..:;.,!~, _:.,-:_:~:.~,,-,~~ _::' :_;~'~:_' . -e"",' >.~. "C' 'c' . .'_.{ , " . :. /:':;:~;:f{ ~:j)l ,--:,:i1:[' : .. '.. ..: ~,~" 'I",)}i,' , ,.: ;--."" :::--~.f" " "~--~':):-;:I:O'---_~ ,,::.c'~!~!"-~nJ~[l ' ?'~~,:! !1;'( .t~:!j I ",,' ':' j;;::i~9 ~:L~.~'''~ I,' .~ ,_~~, fic~';'~j;:i~,';'<.i _~'y<ID i I ~j,,~~::;~;;H:"~'L'~':1 t(:i:~'~":~:;~~,:.:,~(l 1+8 .:_~~ '~':;f';"';;:'~i-LL,! . A""""""",' : '" .. , ;:'1""i:: ~,~.[ ~~~~r"~~~~:'I:~-}---_: y- !OOT:-lJL':"f<f?t6" ';;;," :i: :,','1",:,1,' , "" "''', I "1:;j~:;~'''' ." ':.:m 711~~,,~"-'~~ro;~;';:~,! ,~Cjl'-Si~r:l-;:': .m ",,!:i t' ('I:':~';"~J1'll~< I.; 'k . r d\ ':'~'.':i"..~~L ,,,:T . : ,---, C~l!Y~0.'rfl 41.. 'a.:-::-:-f:' . , ~ 'u:'!:( i. IJ ;,.-- lW'(J/:"{,~1 -:-- ;tP7"" ,,- ,,- '" .,--,:. , , ,'~~ I' r-illD ~ ~: , , @ID'.::'. ~.: 't;i, ,,;.t)~. 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'" ) c ~-~f -~~ ( II;~ ... NaIl1W. ~ "'"""'"- lORKftlO1.1lIDl.Mr """""""" CAUBAA11'- TOClPERo\11'- WHEN""""'''''' """XI."""'''' COORD_11'-'MTH ""- """"""''''' " ''"--- ~--"""""" TOFlK#11111 MOUNT ON WALLAID/E """""'" -0-. b-. ,- ,. "L,.O O.l\Hot,Nl)(lfF. AlJI'OIMn::~ "'""" ........ """""'" - -NORMAUYOPlN fl.EC1'HlCAlLYlfiD REl.AYWlTH1:21)fOOl. MO 3:l AMP OONT. DUlY 03il COHTAClS Q FOR BUll.DWGl..IB-ffiI '"" ,..... ,.~ MClUHTINDO.OSL.AE -11-- - ~ -lIllMINI.JTli:TY0\9TlNER FOR PARKlNI3 l.OTlD{J" caA' """".""""'" ...- AlJI'OlAAn::{K>>j SWlTCi1.MOl.NTt.I ENCl...... NOlDW.Ll'CftN """,""","0'" RE!.AYwmtl:2l)fCQI. NClllll AMP CONTo DJ\Y ""''''''''' FOR 9rTr.lDmI """".""""'" EllTERIOR UGHnNG CONTROL RELAY ~,. I 8 HOOD SHUT-DOWN DETAIL N.T.5. 2' 12.5-2lITONVOf/I3ER UNIT (ROOfTOPlHT) "' CIIJ:f.1 i- ,,. ..., TOIElAY'; .... ONllEl......'4, .... Sl-EETEe.o .... "" cao._ "".. C<M~~ TORElAY"llC' ONOEl'AL,4. SH:ETE8D RTU.FAN INTEIILCICK MU. 13 . c:; ~;;!!'1",l'lc%" l~ill~9~~- 0 ;U;J 0 "ot]&!J .:ii:/;';;!<(t !Q~~~. Ili. o=><(w - jZzo wmow Er ""''l fiil:G Ufilwif~ lEl'iifij ~ ~ ~iI~ .i-1 =>~i5 s ,m i~~O ~o.. t-zu ~ '~a:!Q~~ ~gmgg&~ l:Ziw5~z{') w t=ao~'M:! C~5~:::eg if o!i~ !ii: CONSULrANTS SEAL " " " " " " " " " CONIWCTo.-rre ElADING "'" f"I.AN~; ""''''''''''' <TOAENlJ..... """"" ,... - """" TACO BEll.. 129 hWN STREa AM'TOWN. USA flt'I766 OJ ~~ 1eD.ao 1-50 " ELECTRICAL DETAILS .E6.0 MOTU.D),. "llrl"". T P\DT[>>.1E; . ".. -I,/VlJIVII It"\L Kl:l, U NOV 3 2009 I I I I I I I I I I I I I I I I I I I EXHIBIT H TACO BELL RESTAURANT MOHAWK BOULEV ARD, SPRINGFIELD ./ STORMW ATER - DRAINAGE STUDY OCTOBER 22, 2009 Prepared for: Bellco Enterprises Robin (Merrell) and Mike Sanders P.O. Box FF Springfield, OR 97477 Prepared by: JRH Transportation Engineering (Civil Engineering) 4765 Village Plaza Loop, Suite 201 Eugene, OR 97401 Telephone: 541-687-1081 PRE.SUBMITTAL REC'D NOV 3 2009 . I I I I I I I I I I I I I I I I I I I . TABLE OF CONTENTS 1.0 INTRODUCTION ................................................................................................................2 2.0 METHODOLOGY ...............................................................................................................3 A. .DRAINAGE AREAS DEFINED ................................................................................. 3 B. HYDROGRAPHS DEFINED ......................................................................................3 3.0 RESUL TS .............................................................................................................................3 LIST OF APPENDICES APPENDIX A- DRAINAGE AREA GRAPHIC - SHEET C-103 APPENDIX B- SANTA BARBARA URBAN HYDROGRAPH METHODOLOGY APPENDIX C- HYDROGRAPH & OUTPUT -:- TOTAL DRAINAGE AREA APPENDIX D- HYDRO GRAPH & OUTPUT - DRAINAGE AREA "A" APPENDIX E- HYDRO GRAPH & OUTPUT - DRAINAGE AREA'''B'' PRE.SUBMIITAl REC'O NOV 3 2009 jRH TRANSPORTATION ENGINEERING Taco Bell Hydrology Report. Springfield, Oregon I October 22, 20091 Page I I I I I I I I I I I I I I I I I I I I . 1.0 INTRODUCTION The proposed project involves the complete redesign and rebuilding of an existing Taco Bell restaurant located in the Bi-Mart Center, 1505 Mohawk Boulevard, Springfield, Oregon. The development is on Tax Lot 4101, Map No. 17-03-25-43. The project will demolish the existing restaurant which has become quite outdated andrebuild it to current Taco Bell, Inc. standards. The restaurant will also be re-oriented on the property 'to improve pedestrian/vehicle circulation around the facility. The drive-through lane will be relocated to minimize potential conflicts with vehicles entering and exiting the shopping center lot. The existing building and parking lot drainage area covers 0.57 acres of impervious surface. The existing building and lot drain storm water into existing catch basins which connect to the City of Springfield's storm drain system. There is currently no treatment of runoff prior to entering the City's storm system. The proposed development preserves the 0.57 -acre drainage area. There is, however', an increase in pervious surfaces due to new landscaping and a landscaped bioswale, As a result, there will be 0.48 acres of impervious with the new development. The resultant change in the pervious-toe impervious surface'ratio yields a lower peak flow rate and lower total nmoffthanfound presently in the existing conditions. Furthermore, the proposed catch basins will be equipped with filtering systems (Storm-Pure, or equal) to pre-treat the storm runoff entering the City's system from the parking lot. Likewise, the bios wale will provide treatment for the remainder of the storm runoff. The proposed bioswale is 115 feet long and has approximately a225 cubic foot capacity. 2.0 METHODOLOGY A. ' Thetotal drainage area is divided into two sub-areas. Area "A" covers the portion of the project which drains into catch basins with filter systems. This area comprises a total of 0.48 acres, 0.44 acres of which is impervious. Area "Boo includes th~ surfaces which drain into the bioswale. This area is 0.09 acrbs in size with 0.03 acres being impervious. These areas are shown graphically on sheet C-I03 in Appendix A. B. Based on the size of the site (0,58 ac.) and expected peak flows <0.5 cfs), the "Small Site" criteria were used - a 2-year stOl11bDE SUBMITTAL REel1 event, a 3,3-inch total rainfall and a TypelA storm.distribution\ - III, (Small site study method was verified in a call to Matt Stouder, NOV 3 2009 Public Works Department on October 21,2009,) Using this base .information, hydrographs were generated using the Santa Barbara jRH TRANSPORTATION ENGINEERING Taco Bell Hydrology Report - Springfield, Oregon I October 22, 20091 Page 2 I I I I I I I I I I I I I I I I I I I . Urban Hydrograph method (See Appendix B). A hydrograph was generated for existing and post"development conditions for the total drainage area, Area "A" and Area "B". these hydrographs and spreadsheet outputs are provided in Appendix C, Appendix D and Appendix E, respectively. 3.0 RESULTS Area "A" which drains to the existing storm system through three catch basins with filtration is shown to have a peak flow of 0.38 cubic feet per second and a total runoff of 4990 cubic feet. Area "B" drains exclusively into the bioswale. The peak flow for this area is 0.026 cubic feet per second and the total runoff is 445 cubic feet. The exisitng storm drain system for the restaurant is presently handling 0.49 cubic feet per second peak flows and a total runoff of 6370 cubic feet. Based on the above results, the proposed development willactuaUy be contributing less nmoff to the City's 'storm system than the present facility and, in addition, any runoff entering the City's system will be pre-treated. PRE.SUBMITTAL REC'D NOV 3 2009 JRH TRANSPORTATION ENGINEERING Taco Bell Hydrology Report - Springfield, Oregon 1 October 22. 20091 Page 3 I I I I I I I I I I I I I I I I I I I APPENDIX A DRAINAGE AREA GRAPHIC SHEET C-I03 PRE.SUBMITTAL REC'O NOV 3 2009 I I I I I I I I I I I I I I I I I I I ,. I' ~' ~ qj J" ~ ~ , ) ,I 1 ( I , 'I I ., , , 1 " , 'I , -I I '''-.' ~ , j J N -@- Al kH1)_ ---- -1'- @ \ DRAINAGE AREAS TACO BELL 3 NO 77-03-25-4 MAP. 07 TAX LOT 47 OREGON SPRINGFIELD, i~ z . _ - - ~ z ~ ;; Q ... - ~ !< 8~"," >-' ~. 2 ~ ~ ~ ~~ -.. oo~ :3...;1; t- s:: ~ S :J: ~ 8 e:. ....'" . 0 57 ACRES (25018 SQ. FT.) EAREA: . TOTAL ORAlNAG 2556 SQ. FT, BUILDING AREA: RIrA DRAIN SYSTEM. ffi%~_..m ~~ =~~ N~ 2~:~~ ~g: a ~ . I OUS AREA: 19243 SQ. . A) ~ 11. :;:"ERVI~~:~ ~i:o cc~. FT. ~~ RUNOFf: 0::: W f- Z W U f-o 0:::> ~-.J ::i:rn I - ~ c OJ s: g, I ~ ~ (/) IO Z ::J 0 _ ~ w2'O -l OJ ,!!! Q .r. '& o UJ C -l U 0 .;:: >~L{)a. U f-~Vl - AREA DRAINS TO 81~A1f; 20 SQ. FT. .,. TOTAL ORAlNACE AR 2510 SQ. FT. ERVIOUS AREA: 1610 SQ. FT. 8 ) ~ ~PERVIOUS AREA: 0.026 CFS r"", PEAK FlOW RATE: 4-45 CU. FT. TOTAl RUNOFf: THAN EXIST1NG IMOUS AREA IS lESS SOl B SQ. FT.) . NEW OEVElOPMENT I:::", (20853 SQ. FT. VS. 2 NOTE. ENT IMPERVIOUS OEVElOPM 11 1.- , '.. -.----.-----1[ _ __'--"--_ , , , , .'oo ______~_~-- - ."""~,,_',~,','~,,, , , , - """,., .-. #' #'""~,.,, >-.-. 1-....-............1 l--"'''- > m --. - ----." -- D--''\.OIO l~...,-OI!O<""'" - I'! c o ......u r __ - _.~~ - , - -- --- - -..- - ---._- - -------- - - - - ..... ..---.-.- ,,1#'.#,-' -- - -- ~..~. ,,,~,,,,'fI.',"', , , , -L , , ./ , , ./ ~ , ./ ./ ./ ./ - , , , ./ , .......... , . , , , .. .. .. DATE" I 10/Ul08 ORA.. I 1ft ""'"'" '''' 0tE0CED I PROJECT, I 2llU-C _ DRAINAGE_ 5Hfn ....... C-103 .. I:: . . ~=='"J " r!I"SHErJ'Ii. I I I I I I I I I I I I I I I I I I I EXHIBIT I oj/ TACO BELL RESTAURANT MOHA WK BOULEVARD, SPRINGFIELD SITE LIGHTING SPECIFICATIONS OCTOBER 20, 2009 Prepared for: BelIco Enterprises Robin (Merrell) and Mike Sanders P.O. Box FF Springfield, OR 97477 Prepared by: JRH Transportation Engineering (Civil Engineering) 4765 Village Plaza Loop, Suite 201 Eugene, OR 97401 Telephone: 541-687-1081 PRE.SUBMITTAL REC'O NOV 3 2009 TYPICAL SDUARE POLE TEMPLATE WALL MOUNT '" 4=2'~ o 0 1, 2' j4"~. ~WIREWAY ~'D1A. (3) HOLES o o I 28":;-1 !-22'-----;! I I . 'mil 14~ '~ .L ...11 TYPICAL ROUNO POLE TEMPLATE ~ ~ " ./ EXTRUDED ALUMINUM ARM AND CAST ALUMINUM WALL BRACKET ASSEM8L Y PROVIDED WITH BUILT IN 6ASKETEO WIRE ACCESS FOR FIXTURE/SUPPL Y WIRE CONNECTION. -+1 4'~' '+<...1' D1A. __~ WIREWAY ~'D1A. (2) HOLES I 4' 0 i_O WALL PLATE 7.tO+++J. Lt- --+_.1 I-s \>'--1 \...112' D1A. (4) HOLES . . I o IV OPTICS S . 0 ASYMMETRIC ~ V . ASY... L ;0 TYPE IV (FORWARD ~ THROW) 2 IV. 2 'OTYPEV v-sa. . 1000-MH-MT '1 iiiiliii"V-:-- I.. 1 LAMP SIZE, 2511 - 1lI1111 WATT ~ Or' E.P.A.", 3.~O WIDE THROW BEAM PATTERN. VERTI[Al lAMP. [OMPUTER DESIGNED 5EEiMENTED DPTI[S. THREE OPTICAL [ONFIIiURA lION5. FlA T GLA5S OPTION FOR FUll CUTOFF OPTICS. LAMP MOUNTING FINISH OPTIONS ; WATTAGE TYPE VOLTAGE ARM MOUNT . 0 1000 MH 0120 01...........,....... (BT37) STREET , 0 1000 PSMH 0208 LIGHTING ARM MOUNT (BT37) 0240 . OST23 ..... ; 0 750 PSMH iTOFITOVER23IS"O,Q,AAt.l) (BT37) 0277 o 450 PSMH 0480 ADJUSTABLE (ED37) KNUCKLE . 0 400 MH OMT ONKlE23......,... (ED37) {TO FIT OVER 2 3/8' 00,) ; D 400 PSMH .ONKLE27.......... (ED37) (TOmOVER 2 7/8"0.0.) o 750 HPS (BT37) . 0 400 HPS (ED18) WALL MOUNT OWM.........,.... SEE ACCESSORIES SECTION FOR sT23 AND NKlE DETAilS , 0 DARK BRONZE OBM ,OMEDIUM , BRONZE MBM : OBLACK BKM 'OWHITE WTM ~ OSILVER SLM OPTION: . OANOOIZEO AZ ANODIZED HOUSING MUST HAVE PAINT FINISH COAT W,MPlE' AZOBM ; 0 FLAT TEMPERED GLASS. . . . ....FG o CLEAR POlYCARBONATE OlfFUSER ....... ...... .LEX o HOUSE SIDE SHIELD. .. .. .HS . 0 PHOTO CELL + VOLT AGE (EXAMPLE: PCI20V). . . . . PC+V : 0 TWIST LOCK PHOTO CELL+VOLTAGE (EXAMPLE TPCI20V) . ... . .TPC+ V , 0 TWIST LOCK RECEPTACLE ONLy...... .TPR . 0 SINGLE fUSE (120V. ,.277V) . . . . . . . . . . .SF . 0 DOUBLE fU.S~ ,'\r"~If't 'n~Oll~t;J!'.\OY.lm., h,l. Y,,",OF lJ \[,1\\:"" UIY" .1 \ ,',. ~ NOV 3 Z!JOg ENGINEERING DATA - L--=: -4' Maximum EPA . Square Feet .--..., !'r Catalog Maximum 100 MPH 90 MPH 80 MPH 70 MPH to "--HAND Number Fixt.wgt. lB" HOLE i c.:J SNTS 104-11 400 16,7 20,S 26.1 33.4 roo SNTS 124-11 400 12.2 16,1 20,4 25,8 " HEIGHT SNTS 144-11 400 9,9 12,8 16,1 20.2 8"-11" OIA. SOL T CIRCLE SNTS 154-11 400 8.9 11.4 14.4 17,9 j . SNTS 164-11 400 7.9 10.1 12.8 15.9 BOLT ~ SNTS 184-11 400 6,2 8.2 10.1 13.8 PROJECTION. . . !4i! '.; SNTS 204-11 400 4,8 6,2 7,9 11,6 ..~.. 1.~ "I:>." 1>.." . ;.~......' ~:. SNTS 204-7 450 8,8 11.3 14,0 17.4 P. . b. ~".,,:-:':.' SNTS 254-11 350 1.6 3.2 5.5 8.8 ~ >'t>..~... . SOL T PROJECTION SNTS 254-7 450 4.3 6.1 9.1 11.2 ABOVE 6RAOE MINIMUM.__._3V.... MAXIMUM._.....33/.,. AU abovE! design calculations are based'on sustained wind forces plus additional 1.3 w,nd gust Pole rated at 80 MPH withstands 104 MPH gusts] 25-4.7 2-90 DBM POLES MOUNTING FINISH OPTIONS S POLE WAll BOLT ANCHORAGE 02 3/S'X4" TENON :J DARK o DUPLEX RECEPTACLE HEIGHT THICKNESS CIRCLE PT23 BRONZE DUP 0104-11 10' II g' 3/4'XIS'X3' DBM o GFI RECEPTACLE N 0124-11 12' II g' 3/4'XIS'X3' 02 7/S'X4" TENON :JMEDIUM GFI PT27 BRONZE o 3 WAY ADAPTER T 0144-11 14' 11 g' 3/4'XIS'X3' MBM T3120 0154-11 15' 11 9" 3/4"X18"X3" o OTHER TENON MT CJSLACK S 0164-11 16' 11 g' 3/4'X16'X3' BKM DWHITE 0184-11 IS' 11 9' 3/4'X1S'X3' DRill MOUNT WTM 0204-11 20' II 10' 3/4"X24"X3" 01 .."".... ... 03.90 -'- :JSILVER 0204- 7 20' 7 II' 3/4'X30'X3' SLM o 1/2" COUPLING 02.1S0.._ 04.90 + CPLN1/2 0254-11 25' 11 11- 3/4'X24'X3' OPTION; o 3/4" COUPLING 0254.7 25' 7 II' 3/4"X30'X3" ..'- 03.,1O..y :JPRIME PAINT CPLN3/4 02.90 PP :JGALVANIZED o 2" COUPLING 3-120 GLV CPLN2 REQUIRES DTHERMOSET ISFE~E~Sb\BMh'j1tc~ Tro;C PT27 POL VESTER ., \II .,.. If" to AND POWDER T3120 PDR NOV ADAPTER SEE ACCESSORIES SECTION FOR OTHER OPTIONS. I I I I I I I I I I I I I I I I I I I APPENDIX B SANTA BARBARA URBAN HYDROGRAPH METHODOLOGY . PRE-SUBMITTAL REC'O NOV 3 2009 I I I I I I I I I I I I I I I I I I I 2.3.3 Hydrograph Synthesis - Santa Barbara Urban Hydrograph The Santa Barbara Urban Hydrograph (SBUH) method is described below. It is given here as a guideline only, as it is only one of the many SCS-based hydro graph methods that are available for use. The SBUH method, like the Soil Conservation Service Unit Hydrograph (SCSUH) method, is based on the curve number (CN) approach, and also uses SCS equations for computing soil absorption and precipitation excess. The SCSUH method works by converting the incremental runoff depths (precipitation excess) for a given basin and design storm into a runoff hydro graph via application of a dimensionless unit hydrograph. The shape of the SCS unit hydrograph (time to peak, time base, and peak) are determined by a single parameter - the basin time of concentration. The SBUH method, on the other hand, converts the incremental runoff depths into i~stantaneous hydro graphs that are then routed through an imaginary reservoir with a time delay equal to the basin time of concentration: The SBUH method was developed by the Santa Barbara County Flood Control and Water Conservation District, California. The SBUH method directly computes a runoffhydrograph without going through an intermediate process (unit hydro graph) as the SCSUH method does. By comparison, the calculation steps of the SBUH method are much simpler and can be programmed on a calculator or a spreadsheet program. The SBUH method uses two steps to synthesize the runoffhydrograph: . Step one - computing the instantaneous hydro graph, and . Step two - computing the runoffhydrograph. The instantaneous hydrograph, I(t), in cfs, at each time step, dt, is computed as follows: It = 60.5 R, N d, Where R, = total runoff depth (both impervious and pervious runoffs) at time increment dt, in inches (also known as precipitation excess) A = area III acres d, = time interval in minutes. .NOTE: A maximum time interval of 10 minutes should be used for all design storms of 24-hour duration. A maximum time interval of 60 minutes should be used for the 100-year, 7-day design storm. PRE-SUBMITTAL REC'D NOV 3 2009 August 2001 Volume 11/ - Hydrologic Analysis and Flow Control BMPs 2-31 I I I I I I I I I I I I I I I I I I I The runoffhydrograph, Q" is then obtained by routing the instantaneous hydrograph I" through an imaginary reservoir with a time delay equal to the time of concentration, Tc, of the drainage basin. The following equation estimates the routed flow, Q,: Q'+I Where: w d( = Q, + writ + 1'+1 - 2Q,] = d,/(2Tc + d,) = time interval in minutes Example: To illustrate the SBUH method, Tables 2.6 and 2.7 show runoff hydro graph values computed by this method for both existing and developed conditions. Figure 2.3 illustrates the hydrographs for existing and developed conditions. Note, this example was prepared using the Excel 5.0 spreadsheet program and illustrates how the method can be used with a personal computer. Copies of this program and a Fortran version are available (with minimal documentation) from King County Surface Water Management Division, .. ~ " .. __ 2_5 . :! 0- , 0.' " " " " ,. " Time (hours) :j I _~E1:;~e.lotl_"g~lti~'::~':'I;:._--o.v:el~_~;~~-;i Figure 2.3 SBUH Hydrograph for Existing and Developed Site Conditions PRE.SUBMITTAl REC'D NOV 3 2009 2-32 Volume III - Hydrologic Analysis and Flow Control BMPs August 2001 I I Table 2.6 SBUH Values for Existing Site Condition I Given: Area = 10 acres P = 2.9 inches (lO-yr, 24-hr. even<) dt =10 minutes PERVIOUS AREA: Area = 10 acres CN ~ 74 S ~ 3.5135[4 0.2S ~ 0.70 IMPERV[OUS AREA: Area = 0 acres CN ~ 98 S = 0.204082 0.2S ~ 0.04 Te = 73 minutes w ~ 0.064103 where S = potential maximum natural detention (as defined earlier) I Column (I) Time Increment Column (2) Time (min) Column (3) Type IA Storm Distribution I Column (4) Column (3) '" P Column (5) Accumulated sum ofCo]umn (4) Column (6) If (P < 0.25) "" 0, If (P > 0.2$) = (Column (5) - O.2S)^21(Column (5) + 0.8S), where the PERVIOUS AREA S value is used Column (7) Column (6) afme present step - Column (6) of the previous'step Column (8) Same as Column (6) except llse [MPER VIOUS AREA S value I Column (9) Column (8) of the present step - Column (8) of the previous step Column (10) (PERVIOUS AREArrOT AL AREA)'Cclumn (7)+(IMPERVIOUS AREArrOT AL AREA)'Cclumn (9) Column (1 ]) (60.5*CoJumn (IO)*Total Area)/dt, where dt == ]0 or 60 minutes Column (12) Column (12) of previous time step + w. [(ColuOUl (11) of previous time step + Column (11) of present time step)- D (2. Column (12) of previous time steJ')l where w:: routing constant:: dt/(2Tc + dt) ==0.0641 (I) (2) (3) (4) (5) (6) (7) (8) (9) (10) (II) (12) Time Time Rainfall mere. Accwnul. PERVIOUS lMPER VIOUS Total Instant Design Increment (minute) Distrib. Rainfall Rainfall Accum. Incre. Accum. IDcre. Runoff Flowrate Flowrate I (fraction) (inches) (inches) Runoff Runoff Runoff Runoff (inches) (cfs) (cfs) (inches) (inches) (inches) (inches) 1 0 0 0 0 0 0 0 0 0 0.0 0.0 2 10 0.004 0.012 0.012 0.000 0.000 0.000 0.000 0.000 0.0 0.0 I 3 20 0.004 0.012 0.023 0.000 0.000 0.000 0.000 0.000 0.0 0.0 4 30 0.004 0.012 0.035 0.000 0.000 0.000 0.000 0.000 0.0 0.0 5 40 0.004 0.012 0.046 0.000 0.000 0.000 0.000 0.000 0.0 0.0 6 50 0.004 0.012 0.058 0.000 0.000 0.001 0.001 0.000 0.0 0.0 I 7 60 0.004 0.012 0.070 0.000 0.000 0.004 0.002 0.000 0.0 0.0 8 70 0.004 0.012 0.081 0.000 0.000 0.007 0.003 0.000 0.0 0.0 9 80 0.004 0.012 0.093 0.000 0.000 0.011 0.004 0.000 0.0 0.0 10 90 0.004 0.012 0.104 0.000 0.000 0.015 0.005 0.000 0.0 0.0 I 11 100 0.004 0.012 0.116 0.000 0.000 0.020 0.005 0.000 0.0 0.0 12 110 0.005 0.DI5 0.131 0.000 0.000 0.027 0.007 0.000 0.0 0.0 13 120 0.005 0.015 0.145 0.000 0.000 0.035 0.008 0.000 0.0 0.0 14 130 0.005 0.015 0.160 0.000 0.000 0.044 0.008 0.000 0.0 0.0 I 15 140 0.005 0.015 0.174 0.000 0.000 0.053 0.009 0.000 0.0 0.0 16 150 0.005 0.015 0.189 0.000 0.000 0.062 0.009 0.000 0.0 0.0 17 160 0.005 0.015 0.203 0.000 0.000 0.072 0.010 0.000 0.0 0.0 18 170 0.006 0.017 0.220 0.000 0.000 0.084 0.012 0.000 0.0 0.0 I 19 180 0.006 0.017 0.238 0.000 0.000 0.097 0.013 0.000 0.0 0.0 20 190 0.006 0.017 0.255 0.000 0.000 0.110 0.013 0.000 0.0 0.0 21 200 0.006 0.017 0.273 0.000 0.000 0.123 0.013 0.000 0.0 0.0 22 210 0.006 0.017 0.290 0.000 0.000 0.137 0.014 0.000 0.0 0.0 I 23 220 0.006 0.017 0.307 0.000 0.000 0.151 0.014 0.000 0.0 0.0 24 230 0.007 0.020 0.328 0.000 0.000 0.168 0.017 0.000 0.0 0.0 25 240 0.007 0.020 0.348 0.000 0.000 0.185 0.017 0.000 0.0 0.0 26 250 0.007 0.020 0.368 0.000 0.000 0,202 0.017 0.000 0.0 0.0 I 27 260 0.007 0.020 0.389 0.000 0.000 0.219 0.017 0.000 0.0 0.0 28 270 0.007 0.020 0.409 0.000 0.000 0.237 0.018 0.000 0.0 0.0 29 280 0.007 0.020 0.429 0.000 0.000 0.255 0.018 0.000 0.0 0.0 I 30 290 0.008 0.024 0.453 0.000 0.000 0.276 0.021 0.000 0.0 0.0 31 300 0.008 0.024 0.477 0.000 0.000 0.297 0.021 0.000 0.0 0.0 32 310 0.008 0.024 0.501 0.000 0.000 0.318 0.021 0.000 00 0.0 33 320 0.008 0.024 0.524 0.000 0.000 0.340 0.022 0.000 0.0 0.0 I 34 330 0.008 0.024 0.548 0.000 0.000 0.362 0.022 0.000 0.0 0.0 35 340 0.008 0.024 0.572 0.000 0.000 0.384 0.022 0.000 0.0 0.0 36 350 0.010 0.028 0.599 0.000 0.000 0.409 0.026 0.000 0.0 0.0 37 360 0.010 0.028 0.627 0.000 0.000 0.435 0.026 0.000 0.0 0.0 I 38 370 0.010 0.028 0.655 0.000 0.000 0.461 0.026 illIDiO C[lDr.OITTf,~OJI. ""D u~\" \,...,..,\1.11 \ 1\1,,,,..,, rr'" 2~;OO9 August 2001 Volume /II - Hydrologic Analysis and Flow Control BMPs Uy I I I (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) Time Time Rainfall mere. Accumul. PERVIOUS IMPERVIOUS Total Instant Design Increment (minute) Distrib. Rainfall . Rainfall Accum. lucre. Aecum. lucre. Runoff Flowrate Flowrate I (fraction) (inches) (inches) Runoff Runoff Runoff Runoff (inches) (efs) (cfs) (inches) (inches) (inches) (inches) 39 380 0.010 0.028 0.682 0.000 0.000 0.486 0.026 0.000 0.0 0.0 40 390 0.010 0.028 0.710 0.000 0.000 0.512 0.026 0.000 0.0 0.0 I 41 400 0.010 0.028 0.737 0.000 0.000. 0.539 0.026 0.000 0.0 0.0 42 410 0.013 0.039 0.776 0.001 0.001 0.575 0.037 0.001 0.1 0.0 43 420 0.013 0.039 0.815 0.003 0.002 0.613 0.037 0.002 0.1 0.0 44 430 0.013 0.039 0.854 0.006 0.003 0.650 0.037 0.003 0.2 0.0 I 45 440 0.018 0.052 0.906 0.011 0.005 0.700 0.050 0.005 0.3 0.1 46 450 0.018 0.052 0.958 0.017 0.006 0.750 0.050 0.006 0.4 0.1 47 460 0.034 0.099 1.057 0.032 0.015 0.846 0.096 0.015 0.9 0.2 48 470 0.054 0.157 1.213 0.065 0.032 0.999 0.153 0.032 2.0 0.3 I 49 480 0.027 0.078 1.292 0.085 0.020 1.075 0.077 0.020 1.2 0.5 50 490 0.018 0.052 1.344 0.099 0.014 1.127 0.051 0.014 0.9 0.6 51 500 0.013 0.039 1.383 0.110 0.011 1.165 0.D38 0.011 0.7 0.6 I 52 510 . 0.013 0.039 1.422 0.122 0.012 1.203 0.D38 0.012 0.7 0.6 53 520 0.013 .0.039 1.460 0.134 0.012 1.241 0.038 0.012 0.7 06 54 530 0.009 0.026 1.486 0.143 0.008 1.266 0.025 0.008 0.5 0.6 55 540 0.009 0.026 1.511 0.151 0.009 1.291 0.025 0.009 0.5 0.6 I 56 550 0.009 0.026 1.537 0.160 0.009 1.317 0.025 0.009 0.5 0.6 57 560 0.009 0.026 1.563 0.169 0.009 1.342 0.025 0.009 0.5 0.6 58 570 0.009 0.026 1.588 0.178 0.009 1.367 0.025 0.009 0.6 0.6 59 580 0.009 0.026 1.614 ' 0.188 0.009 1.392 0.025 0.009 0.6 0.6 I 60 590 0.009 0.026 1.639 0.197 0.010 1.417 0.025 0.010 0.6 0.6 61 600 0.009 0.026 1.665 0.207 0.010 1.442 0.025 0.010 0.6 0.6 62 610 0.009 0.026 1.690 0.217 0.010 1.468 0.025 0.010 0.6 0.6 63 620 0.009 0.026 1.716 0.227 0.010 1.493 0.025 0.010 0.6 0.6 I 64 630 0.009 0.026 1.741 0.237 0.010 1.518 0.025 0.010 0.6 0.6 65 640 0.009 0.026 1.767 0.247 0.010 1.543 0.025 0.010 0.6 0.6 66 650 0.007 0.021 1.788 0.256 0.009 1.564 0.021 0.009 0.5 0.6 67 660 0.007 0.021 1.808 0.265 0.009 1.585 0.021 0.009 0.5 0.6 I 68 670 0.007 0.021 1.829 0.274 0.009 1.605 0.021 0.009 0.5 0.6 69 680 0.007 0.021 1.850 0.283 0.009 1.626 0.021 0.009 0.5 0.6 70 690 0.007 0.021 1.871 0.292 0.009 1.647 0.021 0.009 0.5 0.6 71 700 0.007 0.021 1.892 0.301 0.009 1.667 0.021 0.009 0.6 06 I 72 710 0.007 0.021 1.913 0.310 0.009 1.688 0.021 0.009 0.6 0.6 73 720 0.007 0.021 1.934 0.319 0.009 1.709 0.021 0.009 0.6 0.6 74 730 0.007 0.021 1.955 0.329 0.009 1.729 0.021 0.009 0.6 0.6 75 740 0.007 0.021 1.975 0.338 0.010 1.750 0.021 0.010 0.6 0.6 I 76 750 0.007 0.021 1.996 0.348 0.010 1.771 0.021 0.010 0.6 0.6 77 760 0.007 0.021 2.017 0.358 0.010 1.791 0.021 0.010 0.6 0.6 78 770 0.006 0.017 2.034 0.366 0.008 1.808 0.016 0.008 0.5 0.6 79 780 0.006 0.017 2.050 0.374 0.008 1.824 0.016 0.008 0.5 0.6 I 80 790 0.006 0.017 2.067 0.382 0.008 1.841 0.016 0.008 0.5 0.5 81 800 0.006 0.017 2.083 0.389 0.008 1.857 0.016 0.008 0.5 0.5 82 810 0.006 0.017 2.100 0.398 0.008 1.873 0.016 0.008 0.5 0.5 83 820 0.006 0.017 2.116 0.406 0.008 1.890 0.016 0.008 0.5 0.5 I 84 830 0.006 0.017 2.133 0.414 0.008 1.906 0.016 0.008 0.5 0.5 85 840 0.006 0.017 2.149 0.422 0.008 1.923 0.016 0.008 0.5 0.5 86 850 0.006 0.017 2.166' 0.430 0.008 1.939 0.016 0.008 0.5 0.5 87 860 0.006 0.017 2.183 0.439 0.008 1.955 0.016 0.008 0.5 0.5 I .88 870 0.006 0.017 2.199 0.447 0.008 1.972 0.016 0.008 0.5 0.5 89 880 0.006 0.D17 2.216 0.455 0.008 1.988 0.016 0.008 0.5 0.5 90 890 0.005 0.015 2,230 0.463 0.007 2.003 0.014 0.007 0.4 0.5 I 91 900 0.005 0.015 2.245 0.470 0.007 2017 0.014 0.007 0.5 0.5 92 910 0.005 0.015 2.259 0.478 0:008 2.031 0.014 0.008 0.5 0.5 93 920 0.005 0.015 2.274 0.485 0.008 2.046 0.014 0.008 0.5 0.5 94 930 0.005 0.015 2.288 0.493 0.008 2.060 0.014 pj.~~IIR~fJjTAI fi5c D I 95 940 0.005 0.015 2.303 0.501 0.008 2.075 0.014 0.5 . NnV ') Z009 2-34 Volume III - Hydrologic Analysis and Flow Control BMPs August 2001 I I I (i) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (i2) Time Time Rainfall Incre. Accumul. PERViOUS IMPERVIOUS Total Instant Design Increment (minute) Distrib. Rainfall Rainfall Accum. lnere. Accum. Inere. Runoff Flowrate Flowrate I (fraction) (inches) (inches) Runoff Runoff Runoff Runoff (inches) (efs) (efs) (inches) (inches) (inches) (inches) 96 950 0.005 0.DI5 2.317 0.508 0.008 2.089 0.014 0.008 0.5 0.5 97 960 0.005 0.015 2.332 0.516 0,008 2.103 0.014 0.008 0.5 0.5 I 98 970 0.005 0.015 2.346 0.524 0.008 2.118 0.014 0.008 0.5 0.5 99 980 0.005 0.015 2.361 0.532 0.008 2.132 0.014 0.008 0.5 0.5 100 990 0.005 0.015 2.375 0.539 0.008 2.147 0.014 0.008 0.5 0.5 I 101 1000 0.005 0.DI5 2.390 0.547 0.008 2.161 0.014 0.008 0.5 0.5 102 1010 0.004 0.012 2A01 0.554 0.006 2.173 0,012 0.006 OA 0.5 103 1020 0.004 0.012 2AI3 0.560 0.006 2.184 0.012 0.006 0.4 0.5 104 1030 0.004 0.012 2A24 0.566 0.006 2.196 0.012 0.006 OA OA I 105 1040 0.004 0.012 2A36 0.573 0,006 2.207 0.012 0.006 OA OA 106 1050 0.004 0.012 2.448 0.579 0.006 2.219 0.012 0.006 OA OA 107 1060 0.004 0.012 2A59 0.585 0.006 2.230 0.012 0.006 OA 0.4 108 1070 0.004 0.012 2A71 0.592 0.006 2.242 0.012 0.006 OA OA I 109 1080 0.004 0.012 2A82 0.598 0.006 2.253 0.012 0.006 OA OA 110 1090 0.004 0.012 2A94 0.605 0.007 2.265 0.012 0.007 0.4 OA 111 1100 0.004 0,012 2.506 0.611 0.007 2.276 0.012 0.007 0.4 OA 112 1110 0.004 0.012 2.517 0.618 0.007 2.288 0.012 0.007 0.4 OA I 113 1120 0.004 0.012 2.529 0.625 0.007 2.299 0.012 0.007 OA OA 114 1130 0.004 0.012 2.540 0.631 0.007 2.311 0.012 0.007 OA OA 115 1140 0.004 0.012 2.552 0.638 0.007 2.322 0.012 0.007 OA OA 116 1150 0.004 0.012 2.564 0.644 0.007 2.334 0.012 0.007 OA OA I 117 1160 0.004 0.012 2.575 0.651 0.007 2.346 0.012 0.007 0.4 0.4 118 1170 0.004 0.012 2.587 0.658 0.007 2.357 0.012 0.007 OA 0.4 119 1180 0.004 0.012 2.598 0.664 0.007 2.369 0.012 0.007 0.4 OA 120 1190 0.004 0.012 2.610 0.671 0.007 2.380 0.012 0.007 0.4 OA I 121 1200 0.004 0.012 2.622 0.678 0.007 2.392 0.012 0.007 OA 0.4 122 1210 0.004 0.012 2.633 0.685 0.007 2A03 0.012 0.007 OA OA 123 1220 0.004 0.012 2.645 0.691 0.007 2.415 0.012 0.007 OA OA 124 1230 0.004 0.012 2.656 0.698 0.007 2A26 0.012 0.007 OA OA I 125 1240 0.004 0.012 2.668 0.705 0.007 2A38 0.012 0,007 OA OA 126 1250 0.004 0.012 2.680 0.712 0.007 2.449 0.012 0.007 OA OA 127 1260 0.004 0.012 2.691 0.719 0.007 2A61 0.012 0.007 0.4 OA 128 1270 0.004 0.012 2.703 0.726 0.007 2A72 0.012 0.007 0.4 OA I 129 1280 0.004 0.012 2.714 0.732 0.007 2A84 0.012 0.007 0.4 0.4 130 1290 0.004 0.012 2.726 0.739 0.007 2.496 0.012 0.007 OA 0.4 131 1300 0.004 0.012 2.738 0.746 0.007 2.507 0.012 0.007 OA 0.4 132 1310 0.004 0.012 2.749 0.753 0.007 2.519 0.012 0.007 OA OA I 133 1320 0.004 0.012 2.761 0.760 0.007 2.530 0.012 0.007 OA 0.4 i34 1330 0.004 0.012 2.772 0.767 0.007 2.542 0.012 0.007 0.4 OA 135 1340 0.004 0.012 2.784 0.774 0.007 2.553 0.012 0.007 OA 0.4 136 1350 0.004 0.012 2.796 0.781 0.007 2.565 0.012 0.007 OA 0.4 I 137 1360 0.004 0.012 2.807 0.788 0.007 2.576 0.012 0.007 OA OA 138 1370 0.004 0.012 2.819 0.795 0.007 2.588 0.012 0.007 0.4 OA 139 1380 0.004 0.012 2.830 0.803 0.007 2.599 0.012 0.007 OA OA I 140 1390 0.004 0.012 2.842 0.810 0.007 2.611 0.012 0.007 0.4 0.4 141 1400 0.004 0.012 2.854 0.817 0.007 2.623 0.012 0.007 0.4 0.4 142 1410 0.004 0.012 2.865 0.824 0.007 2.634 0.012 0.007 OA OA 143 1420 0.004 0.012 2.877 0.831 0.007 2.646 0.012 0.007 OA OA I 144 1430 0.004 0.012 2.888 0.838 0.007 2.657 0.012 0.007 0.4 OA 145 1440 0.004 0.012 2.900 0.845 0.007 2.669 0.012 0.007 0.4 0.4 I PRE.SUBMiTTAL ~EC'D I NOV 3 2009 August 2001 Volume III - Hydrologic Analysis and Flow Control BMPs 2-35 I I I Table 2.7 SBUH Values for Developed Site Condition I Given: Area = 10 acres P ~ 2.9 inches (I0-yr., 24-hr. event) dt = 10 minutes PERVIOUS AREA Area = 6.1 acres CN = 89 S ~ 1.235955 O.2S ~ 0.25 IMPERVIOUS AREA: Area = 3.9 acres CN ~ 98 S ~ 0.204082 0.2S ~ 0.04 I Tc = 28 minutes w = 0.151515 where S = potential maximum natural detention (as defined earlier) Column (I) Time Increment Column (2) Time (min) Column (3) Type lA Stann Distribution Column (4) Column (3) ... P I Column (5) Accumulated sum of Column (4) Column (6) If(P < 0.25) = 0, Ifep > 0.25) = (Column (5) - O.2S)^2/(Column (5) + 0.8S), where the PERVIOUS AREA S value is used Column (7) Column (6) of the present step - Column (6) of the previous step Column (8) Same as Column (6) except use IMPER VIOUS AREA S value Column (9) Column (8) of the present step - Column (8) of the previous step I Column (10) (PERVIOUS AREA/TOT AL AREA)'Co[umn (7)+(IMPERV[OUS AREA/TOT AL AREA)'Column (9) Cclumn (11) (60.5*Column (I O)*Total Area)/dt, where dt = 10 or 60 minutes Column (12) Column (12) of previous time step + w * [(Column (II) of previous time step + Column (II) of present time step)- (2 * Column (12) of previous time step)] where w = routing constant = dt/(2Tc + dt) = 0.0641 I (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (II) (12) PERVIOUS IMPERV[OUS Rainfall Incre. Accumul. Accum. Incre. Accum. Incre. Total Instant Design Time Time Distrib. Rainfall Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate I Increment (minute) (fraction) (inches) (inches) (inches) (inches) (inches) (inches) (inches) (cf5) (cfs) I 0 0 0 0 0 0 0 0 0 0.0 0.0 2 10 0.004 0.012 0.0[2 0.000 0.000 0000 0.000 0000 0.0 0.0 3 20 0.004 0.012 0.023 0.000 0.000 0.000 0.000 0.000 0.0 0.0 I 4 30 0.004 0.012 0.Q35 0.000 0.000 0.000 0.000 0.000 0.0 0.0 5 40 0.004 0.0[2 0.046 0.000 0.000 0.000 0.000 0.000 0.0 0.0 6 50 0.004 0.012 0.058 0.000 0.000 0.001 O.OO[ 0.000 0.0 0.0 I 7 60 0.004 0.012 0.070 0.000 0.000 0.004 0.002 O.OO[ 0.1 0.0 8 70 0.004 0.012 0.081 0.000 0.000 0.007 0.003 0.001 0.[ 0.0 9 80 0.004 0.0[2 0.093 0.000 0.000 O.O[ [ 0.004 0.002 0.1 0.0 10 90 0.004 0.012 0.104 0.000 0.000 0.015 0.005 0.002 0.1 0.1 I I[ 100 0.004 0.012 0.116 0.000 0.000 0.020 0.005 0.002 0.1 0.1 12 [ 10 0.005 0.015 0.131 0.000 0.000 0.027 0.007 0.003 0.2 0.1 [3 120 0.005 0.0[5 0.[45 0.000 0.000 0.035 0.008 0.003 0.2 0.1 14 130 0.005 0.015 0.160 0.000 0.000 0.044 0.008 0.003 0.2 0.1 I 15 140 0.005 0.015 0.174 0.000 0.000 0.053 0.009 0.003 0.2 0.2 [6 [50 0.005 O.oI5 0.[89 0.000 0.000 0.062 0.009 0.004 0.2 0.2 17 160 0.005 0.0[5 0.203 0.000 0.000 0.072 0.010 0.004 0.2 0.2 18 170 0.006 0.017 0.220 0.000 0.000 0.084 0.012 0.005 0.3 0.2 I [9 [80 0.006 0.017 0.238 0.000 0.000 0.097 0.013 0.005 0.3 0.2 20 190 0.006 0.0[7 0.255 0.000 0.000 0.[ 10 0.013 0.005 0.3 0.3 21 200 0.006 0.017 0.273 0.001 0.000 0.[23 0.013 0.006 0.3 0.3 22 210 0.006 0.0[7 0.290 0.001 O.OO[ 0.137 0.014 0.006 0.4 0.3 I 23 220 0.006 0.017 0.307 0.003 0.001 0.151 0.014 0.006 0.4 0.3 24 230 0.007 0.020 0.328 0.005 0.002 0.168 0.017 0.008 0.5 0.4 25 240 0.007 0.020 0.348 0.008 0.003 0.[85 0.0[7 0.008 0.5 0.4 26 250 0.007 0.020 0.368 0.011 0.003 0.202 0.017 0.009 0.5 0.4 I 27 260 0.007 0.020 0.389 O.oI5 0.004 0.219 0.017 0.009 0.5 0.5 28 270 0.007 0.020 0.409 0.019 0.004 0.237 0.0[8 0.009 0.6 0.5 29 280 0.007 0.020 0.429 0.023 0.005 0.255 0.018 0.010 0.6 0.5 30 290 0.008 0.024 0.453 0.029 0.006 0.276 0.02[ 0.012 0.7 0.6 I 31 300 0.008 0.024 0.477 0.036 0.007 0.297 0.021 0.012 0.7 0.6 32 310 0.008 0.024 0.501 0.043 0.007 0.3[8 0.021 0.013 0.8 0.7 33 320 0.008 0.024 0.524 0.05[ 0.008 0.340 0.022 0.013 0.8 0.7 34 330 0.008 0.024 0.548 0.059 0.008 0.362 0.022 0.013 0.8 0.7 I 35 340 0.008 0.024 0.572 0.068 0.009 0.384 ~~;fRE.%~~Mlmt RECIO 36 350 0.010 0.028 0.599 0.Q78 0.011 0.409 37 360 0.010 0.028 0.627 0.089 0.011 0.435 0.02 0.017 I.~009 0.9 38 370 0.0[0 0.028 0.655 O.IO[ 0.0[2 0.46 [ 0.026 oMfW!t. 0.9 I 2-36 Volume III - Hydrologic Analysis and Flow Control BMPs August 2001 I I I (I) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) PERVIOUS IMPERVIOUS Rainfall locre. Accumul. Accurn. Incre. Accurn. Incre. Total Instant Design I Time Time Distrib. Rainfall Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate Increment (minute) (fraction) (inches) (inches) (inches) (inches) (inches) (inches) (inches) (cfs) (cfs) 39 380 0.010 0.028 0.682 0.113 0.012 0.486 0.026 0.018 1.1 1.0 I 40 390 0.010 0.028 0.710 0.126 0.013 0.512 0.026 0.018 1.1 1.0 41 400 0.010 0.028 0.737 0.139 0.013 0.539 0.026 0.018 1.1 1.0 42 410 0.013 0.039 0.776 0.158 0.019 0.575 0.037 0.026 1.6 1.1 43 420 0.013 0.039 0.815 0.179 0.020 0.613 0.037 0.027 1.6 1.3 I 44 430 0.013 0.039 0.854 0.200 0.021 0.650 0.037 0.027 1.7 1.4 45 440 0.018 0.052 0.906 0.229 0.029 0.700 0.050 0.037 2.3 1.6 46 450 0.01 8 0.052 0.958 0.260 0.031 0.750 0.050 0.038 2.3 1.8 47 460 0.034 0.099 1.057 0.320 0.061 0.846 0.096 0.074 4.5 2.3 I 48 470 0.054 0.157 1.213 0.424 0.103 0.999 0.153 0.123 7.4 3.4 49 480 0.027 0.D78 1.292 0.478 0.054 1.075 0.077 0.063 3.8 4.1 50 490 0.018 0.052 1.344 0.516 0.037 1.127 0.051 0.043 2.6 3.8 51 500 0.013 0.039 1.383 0.544 0.028 1.165 0.038 0.032 1.9 3.3 I 52 510 0.013 0.039 1.422 0.572 0.028 1.203 0.038 0.032 2.0 2.9 53 520 0.013 0.039 1.460 0.601 0.029 1.241 0.038 0.032 2.0 2.6 54 530 0.009 0.026 1.486 0.620 0.019 1.266 0.025 0.021 1.3 2.3 55 540 0.009 0.026 1.511 0.639 0.019 1.291 0.025 0.022 1.3 2.0 I 56 550 0.009 0.026 1.537 0.659 0.019 1.317 0.025 0.022 1.3 1.8 57 560 0.009 0.026 1.563 0.678 0.019 1.342 0.025 0.022 1.3 1.7 58 570 0.009 0.026 1.588 0.698 0.020 1.367 0.025 0.022 1.3 1.5 59 580 0.009 0.026 1.614 0.717 0.020 1.392 0.025 0.022 1.3 1.5 I 60 590 0.009 0.026 1.639 0.737 0.020 1.417 0.025 0.022 1.3 1.4 61 600 0.009 0.026 1.665 0.757 0.020 1.442 0.025 0.022 1.3 1.4 62 610 0.009 0.026 1.690 0.777 0.020 1.468 0.025 0.022 1.3 1.4 63 620 0.009 0.026 1.716 0.797 0.020 1.493 0.025 0.022 1.3 1.4 I 64 630 0.009 0.026 1.741 0.818 0.020 1.518 0.025 0.022 1.3 1.4 65 640 .0.009 0.026 1.767 0.838 0.020 1.543 0.025 0.022 1.3 1.4 66 650 0.007 0.021 1.788 0.855 0.017 1.564 0.021 0.018 1.1 1.3 67 660 0.007 0.021 1.808 0.871 0.017 1.585 0.021 0.018 1.1 1.3 I 68 670 0.007 0.021 1.829 0.888 0.017 1.605 0.021 0.018 1.1 1.2 69 680 0.007 0.021 1.850 0.905 0.017 1.626 0.021 0.01 8 1.1 1.2 70 690 0.007 0.021 1.871 0.922 0.017 1.647 0.021 0.01 8 1.1 1.2 71 700 0.007 0.021 1.892 0.939 0.017 1.667 0.021 0.018 1.1 1.1 I 72 710 0.007 0.021 1.913 0.956 .0.017 1.688 0.021 0.018 1.1 1.1 73 720 0.007 0.021 1.934 0.973 0.017 1.709 0.021 0.019 1.1 1.1 74 730 0.007 0.021 1.955 0.990 0.017 1.729 0.021 0.019 1.1 1.1 75 740 0.007 0.021 1.975 1.008 0.017 1.750 0.021 0.019 1.1 1.1 I 76 750 0.007 0.02i 1.996 1.025 0.017 1.771 0.021 0.019 1.1 1.1 77 760 0.007 0.021 2.017 1.042 0.017 1.791 0.021 0.019 1.1 1.1 78 770 0.006 0.017 2.034 1.056 0.014 1.808 0.016 0.01 5 0.9 1.1 I 79 780 0.006 0.017 2.050 1.070 0.014 1.824 0.016 0.015 0.9 1.0 80 790 0.006 0.017 2.067 1.084 0.014 1.841 0.016 0.01 5 0.9 1.0 81 800 0.006 0.017 2.083 1.097 0.014 1.857 0.016 0.015 0.9 1.0 82 810 0.006 0.017 2.100 1.111 0.014 1.873 0.016 0.015 0.9 0.9 I 83 820 0.006 0.017 2.116 1.125 0.014 1.890 0.016 0.015 0.9 0.9 84 830 0.006 0.017 2.133 1.139 0.014 1.906 0.016 0.015 0.9 0.9 85 840 0.006 0.017 2.149 1.153 0.014 1.923 0.016 0.015 0.9 0.9 86 850 0.006 0.017 2.166 1.167 0.014 1.939 0.016 0.015 0.9 0.9 I 87 860 0.006 0.017 2.183 1.181 0.014 1.955 0.016 0.015 0.9 0.9 88 870 0.006 0.017 2.199 1.195 0.014 1.972 0.016 0.015 0.9 0.9 89 880 0.006 0.017 2.216 1.209 0.014 1.988 0.016 0.015 0.9 0.9 90 890 0.005 0.015 2.230 1.222 0.012 2.003 0.014 0.013 0.8 0.9 I 91 900 0.005 0.015 2.245 1.234 0.012 2.017 0.014 0.013 0.8 0.9 92 910 0.005 0.01 5 2.259 1.246 0.012 2.031 0.014 0.013 0.8 0.8 93 920 0.005 0.01 5 2.274 1.259 0.012 2.046 0.014 0.013 0.8 0.8 94 930 0.005 0.015 2.288 1.271 0.012 2.060 0.014 P~{~~UBIv'~FAL ~~~') I 95 940 0.005 0.01 5 2.303 1.284 0.012 2.075 0.014 NOV 3 2009 August 2001 Volume 11/ - Hydrologic Analysis and Flow Control BMPs 2-37 I I I (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) PERVIOUS IMPERVIOUS Rainfall locre. Accumul. Accum. Inere. Accum. locre. Total Instant Design I Time Time Distrib. Rainfall Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate Increment (minute) (fraction) (inches) (inches) (inchev (inches) (inches) (inches) (inches) (cfs) (cfs) 96 950 0.005 0.015 2.317 1.296 0.012 2.089 0.014 0.013 0.8 0.8 97 960 0.005 0.015 2.332 1.309 0.012 2.103 0.014 0,013 0.8 0.8 I 98 970 0.005 0.015 2.346 1.321 0.012 2.118 0.014 0.013 0.8 0.8 99 980 0.005 0.015 2.361 1.334 0.013 2.132 0.014 0.013 0.8 0.8 100 990 0.005 0.015 2.375 1.346 0.013 2.147 0.014 0.013 0.8 0.8 101 1000 0.005 0.015 2.390 1.359 0.013 2.161 0.014 0.013 0.8 0.8 I 102 1010 0.004 0.012 2.401 1.369 0.010 2.173 0.012 0.01 I 0.6 0.8 103 1020 0.004 0.012 2.413 1.379 0.010 2.184 0.012 0.011 0.6 0.7 104 1030 0.004 0.012 2.424 1.389 0.010 2.196 0.012 0.011 0.6 0.7 I 105 1040 0.004 0.012 2.436 1.399 0.010 2.207 0.012 0.011 0.6 0.7 106 1050 0.004 0.012 2.448 1.409 0.010 2.219 0.012 0.01 I 0.6. 0.7 107 1060 0.004 0.012 2.459 1.419 0.010 2.230 0.012 0.01 I 0.6 0.7 108 1070 0.004 0.012 2.471 1.429 0.010 2.242 0.012 0.01 I 0.6 0.7 I 109 1080 0.004 0.012 2.482 1.439 0.010 2.253 0.012 0.011 0.6 0.7 110 1090 0.004 0.012 2.494 1.449 0.010 2.265 0.012 0.011 0.6 0.7 III 1100 0.004 0.012 2.506 1.460 0.010 2.276 0.012 0.011 0.6 0.7 112 1110 0.004 0.012 2.517 1.470 0.010 2.288 0.012 0.01 I 0.6 0.6 I 113 1120 0.004 0.012 2.529 1.480 0.010 2.299 0.012 0.011 0.6 0.6 114 1130 0.004 0.012 2.540 1.490 0.010 2.31 I 0.012 0.011 0.6 0.6 115 1140 0.004 0.012 2.552 1.500 0.010 2.322 0.012 0.011 0.6 0.6 116 1150 0.004 0.012 2.564 1.510 0.010 2.334 0.012 0.011 0.6 0.6 I 117 1160 0.004 0.012 2.575 1.521 0.010 2.346 0.012 0.01 I 0.6 0.6 118 1170 0.004 0.012 2.587 1.531 0.010 2.357 0.012 0.011 0.6 0.6 119 1180 0.004 0.012 2.598 1.541 0.010 2.369 0.012 0.011 0.6 0.6 120 1190 0.004 0.012 2.610 1.55 I 0.010 2.380 0.012 0.01 I 0.6 0.6 I 121 1200 0.004 0.012 2.622 1.562 0.010 2.392 0.012 0.011 0.6 0.6 122 1210 0.004 0.012 2.633 1.572 0.010 2.403 0.012 0.011 0.7 0.6 123 1220 0.004 0.012 2.645 1.582 0.010 2.415 0.012 0.011 0.7 0.6 124 1230 0.004 0.012 2.656 1.592 0.010 2.426 0.012 0.011 0.7 0.7 I 125 1240 0.004 0.012 2.668 1.603 0.010 2.438 0.012 0.01 I 0.7 0.7 126 1250 0.004 0.012 2.680 1.613 0.010 2.449 0.012 0.011 0.7 0.7 127 1260 0.004 0.012 2.691 1.623 0.010 2.461 0.012 0.01 I 0.7 0.7 128 1270 0.004 0.012 2.703 1.633 0.010 2.472 0.012 0.01 I 0.7 0.7 I 129 1280 0.004 0.012 2.714 1.644 0.010 2.484 0.012 0.01 I 0.7 0.7 130 1290 0.004 0.012 2.726 1.654 0.010 2.496 0.012 0.011 0.7 0.7 131 1300 0.004 0.012 2.738 1.664 0.010 2.507 0.012 0.01 I 0.7 0.7 132 1310 0.004 0.012 2.749 1.675 0.010 2.519 0.012 0.011 0.7 0.7 I 133 1320 0.004 0.012 2.761 1.685 0.010 2.530 0.012 0.011 0.7 0.7 134 1330 0.004 0.012 2.772 1.695 0.010 2.542 0.012 0.011 0.7 0.7 135 1340 0.004 0.012 2.784 1.706 0.010 2.553 0.012 0.01 I 0.7 0.7 136 1350 0.004 0.012 2.796 1.716 0.010 2.565 0.012 0.01 I 0.7 0.7 I 137 1360 0.004 0.012 2.807 1.726 0.010 2.576 0.012 0.011 0.7 0.7 138 1370 0.004 0.012 2.819 1.737 0.010 2.588 0.012 0.01 I 0.7 0.7 139 1380 0.004 0.012 2.830 1.747 0.010 2.599 0.012 0.01 I 0.7 0.7 I 140 1390 0.004 0.012 2.842 1.758 0.010 2.611 0.012 0.01 I 0.7 0.7 141 1400 0.004 0.012 2.854 1.768 0.010 2.623 0.012 0.011 0.7 0.7 142 1410 0.004 0.012 2.865 1.778 0.010 2.634 0.012 0.011 0.7 0.7 143 1420 0.004 0.012 2.877 1.789 0.010 2.646 0.012 0.01 I 0.7 0.7 I 144 1430 0.004 0.012 2.888 1.799 0.010 2.657 0.012 0.011 0.7 0.7 145 1440 0.004 0.012 2.900 1.810 0.010 2.669 0.012 0.01 I 0.7 0.7 I PRE-SUBMITIAL REC'O NOV 3 2009 I 2-38 Volume 11/ - Hydrologic Analysis and Flow Control BMPs August 2001 I I I Appendix C SANTA BARBARA URBAN HYDROGRAPH METHOD I I I INTRODUCTION The Santa Barbara Urban Hydrograph (SBUH) method was developed by the Santa Barbara County Flood Control and Water Conservation District to determine a runoff hydrograph for an urbanized area. It is a simpler method than some other approaches, as it computes a hydrograph directly without going through intermediate steps (i.e., a unit hydrograph) to determine the runoff hydrograph. I I I The SBUH method is a popular method for calculating runoff, since it can be done with a spreadsheet or by hand relatively easily. The SBUH method is the method approved by the Bureau of Environmental Services (BES) for determining runoff when doing flow control calculations. ELEMENTS OF THE SBUH METHOD The SBUH method depends on several variables: I I I I Pervious (Ap) and impervious (Aimp) land areas Time of concentration (T,) calculations Runoff curve numbers (CN) applicable to the site Design storm These elements shall all be presented as part of the submittal process for review by BES staff. In addition, maps showing the pre-development and post-development conditions shall be presented to BES to help in the review. Land Area I I I The total area, including the pervious and impervious areas within a drainage basin, shall be quantified in order to evaluate critical contributing areas and the resulting site runoff. Each area within a basin shall be analyzed separately and their hydrographs combined to determine the total basin hydrograph. Areas shall be selected to represent homogenous land use/ development units. Time of Concentration I I Time of concentration, T" is the time for a theoretical drop of water to travel from the furthest point in the drainage basin to the facility being designed. (In this case, T, is derived by calculating the overland flow time of concentration and the channelized flow time of concentration.) T, depends on several factors, including ground slope, ground roughness, and distance of flow. The following formula for determining T, is found in BES's Sewer Design Manual. I I PRE-SUBMITTAL REC'D NOV 3 2009 Stormwater Management Manual Adopted July 1, 1999; revised September 1,2004 Page C-1 I ,- ( I Fonnulas I Tc == TII + Tc2 +Tc3 + .,- + Ten T, = L/60V (Conversion of velocity to travel time) I T, = 0.42 (nUo.s (Manning's kinematic solution for sheet flow less than 300 feet) 1.58(s)04 I (Shallow concentrated flow for slopes less than 0.005 ft/ft. For steeper slopes, consult BES's Sewer Design Manual): I v = 16. 1 345(s)0.5 (Unpaved surfaces) V ~ 20.3282(s) OJ (Paved surfaces) I Where, Tt = travel time, minutes Tc = total time of concentration, minutes (minimum Tc.= 5 minutes) L ~ flow length, feet V ~ average velocity of flow, feet per second n = Manning's roughness coefficient for various surfaces (see Chart 10 of the 1991 Sewer Design Manual) s = slope of the hydraulic grade line (land or watercourse slope), feet per foot I I When calculating To, the following limitations apply: I Overland sheet flow (flow across flat areas that does not form into channels or rivulets) shall not extend for more than 300 feet. I For flow paths through closed conveyance facilities such as pipes and culverts, standard hydraulic formulas shall be used for establishing velocity and travel time. (See the Sewer Design Manual for more data on pipe flow rates and velocities.) I Flow paths through lakes or wetlands may be assumed to be zero (i,e. To = 0). I Runoff Curve Numbers I Runoff curve numbers were developed by the Natural Resources Conservation Service (NRCS) after studying the runoff characteristics of various types of land. Curve numbers (CN) were developed to reduce diverse characteristics such as soil type, land usage, and vegetation into a single variable for doing runoff calculations. The runoff curve numbers approved by BES for water quantity/quality calculations are included as Table C-2 of this appendix. I The curve numbers presented in Table C-2 are for wet antecedent moisture conditions. Wet conditions assume previous rainstorms have reduced the capacity of soH to absorb water. Given the frequency of rainstorms in the Portland area, wet conditions are most likely, and give conservative hydrographic values. I I PRE.SUBMITTAl PEC'D NOV 3 2009 I Stormwater Management Manual Adopted July 1, 1999; revised September 1, 2004 Page C-2 I I I I I I I I I I I I I I I I I I I I Design Storm The SBUH method also requires a design storm to perform the runoff calculations. For flow control calculations, BES uses a NRCS Type lA 24-hour storm distribution. This storm is shown in Figure C-l and Table C-4. The depth of rainfall for the 2 through 100-year storm events is shown below in Table C-l. Table C-l 24-HOUR RAINFALL DEPTHS AT PORTLAND AIRPORT Recurrence Interval. Years 24-Hour Depths, Inches 2 2.4 <5 2.9 10 3.4 25 3.9 ]00 4.4 PRE-SUBMITTAL REC'D NOV :I 2009 Stormwater Management Manual Adopted July 1, 1999; revised September 1,2004 Page C-3 I I Table C-2 RUNOFF CURVE NUMBERS I Runoff curve numbers for urban areas* Cover description I Cover tvne and hvdrologic condition I Open space (lawns, parks, golf courses, cemeteries, etc.): Poor condition (grass cover <50%) Fair condition (grass cover 50% to 75%) Good condition (grass cover> 75%) Impervious areas: Paved parking lots, roofs, driveways, etc. (excluding right- of-way) Streets and roads: Paved; curbs and stonn sewers (excluding right-of-way) Paved; open ditches (including right-of-way) Gravel (including right-of-way) Dirt (including right-of-way) Urban districts: Commercial and business Industrial Residential districts by average lot size: 1/8 acre or less (town houses) 1/4 acre 1/3 acre 1/2 acre I acre 2 acres I I I I I Runoff curve numbers for other apriculturalland~* I Cover description Cover type I Pasture, grassland, or range-continuous forage for grazing <50% ground cover or heavily grazed with no mulch 50 to 75% ground cover and not heavily grazed >75% ground cov~r and lightly or only occasionally grazed I Meadow-continuous grass, protected from grazing and generally mowed for hay I Brush--weed-grass mixrure with brush as the major element <50% ground cover 50 to 75% ground cover >75% ground cover I Woods-grass combination (orchard or tree fann) I I I Storm water Management Manual Adopted July 1,1999; revised September 1, 2004 I Curve numbers for hvdroloeicsoilerouD Average percent imoervious area A B C D 68 79 86 89 49 69 79 84 39 61 74 80 98 98 98 98 98 98 98 98 83 89 92 93 76 85 89 91 72 82 87 89 85 89 92 94 95 72 81 88 91 93 65 77 85 90 92 38 61 75 83 87 30 57 72 81 86 25 54 70 80 85 20 51 68 79 84 12 46 65 77 82 Hydrologic condition Curve numbers for hvdroloe:ic soil grouD A B C D 68 79 86 89 49 69 79 84 39 61 74 80 30 58 71 78 48 67 77 83 35 56 70 77 30 48 65 73 57 73 82 86 43 65 76 82 32 58 72 79 PRE.SUBMITTAL REC'O .' NOV 3 2009 Poor Fair Good Poor Fair Good Poor Fair Good Page C-4 I I Runoff curve numbers for other aniculturallands* I Cover description Curve numbers for hvdroloeic soil szroup Hydrologic condition A B C D Poor 45 66 77 83 Fair 36 60 73 79 Good 30 55 70 77 I Cover type Woods I Forest litter, small trees, and brush are destroyed by heavy grazing or regular burning. Woods are grazed but not burned, and some forest litter covers the soil. Woods are protected from grazing, and litter and brush adequately cover the soil. I Runoff curve numbers for Simplified Approaches** Cover description Curve numbers for hvdroloeic soirerouD Hydrologic condition A B C D Good nla 61 nla nla Good nla 48 nla nla Good nla 48 nla nla Good nla 48 nla nla 76 85 89 nla 36 60 73 79 36 60 73 79 I Simplified Approaches I Eco.roof Roof Garden I Contained Planter Box Infiltration & Flow. Through Planter Box I Pervious Pavement I Trees New and/or Existing Evergreen New and/or Existing Deciduous I n/a. Does not apply, as design criteria for the relevant mitigation measures do not include the use of this soil type. *Soil Conservation Service, Urban Hydrology for Small Watersheds, Technical Release 55, pp. 2.5~2.8, June 1986. **eNs of various cover types were assigned to the Proposed Simplified Approaches with similar cover types as follows; Eco-roof - assumed grass in good condition with soil type B. Roof Garden - assumed brush-weed-grass mixture with >75% ground cover and soil type B. Contained Planter Box - assumed brush-weed-grass mixture with >75% ground cover and soil type B. Infiltration & Flow-Through Planter Box - assumed brush-weed-grass mixture with >75% ground cover and soil type B. Pervious Pavement ~ assumed gravel. Trees - assumed woods with fair hydrologic conditions. I I Note: To determine hydrologic soil type, consult local USDA Soil Conservation Service Soil Survey. I I PRE.SUBMITTAL ~EC'D NOY ::l l009 I I Stormwater Management Manual Adopted July 1, 1999; revised September 1, 2004 Page C-5 I I I I I I I I I I I I I I I I I I I I TABLE C-3 NRCS HYDROLOGIC SOIL GROUP DESCRIPTIONS NRCS Hydrologic Soil GrouD DescriDtion Group A Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist chiefly of deep, well drained to excessively drained sands or gravels. These soils have a high rate of water transmission. Group 8 Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils that have a layer that impedes the downward movement of water or soils that have moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clay soils that have a high shrink-swell potential, soils that have a permanent high water table, soils that have a fragipan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. PRE-SUBMITTAL REC'D NOV 3 2009 Stormwater Management Manual Adopted July 1, 1999; revised September 1, 2004 Page C-6 I I Figure C-l - N RCS 24-Hour Typ'e lA Hyetograph I 6.00 . . 120 I 5.00 . 100 I I 1,00 20 0.00 I o 200 400 600 800 1,000 1,200 1,400 o 1,600 I Table C-3 - NRCS Type lA Hyelographic Oistrubution - For Use In WaterQuality/Quantity Design "~!J'~' I i;,m.-:;r..:, ;:,~_9,60 fi\L.~~UtMIITAl REC'D N9V 3 2009 Page C I I I I I I I I I Storm water Management Manual Adopted July 1, 1999; revised September 1, 2004 'V I I I I I I I I I I I I I I I I I I I I APPENDIX C HYDROGRAPH & OUTPUT - TOTAL DRAINAGE AREA ~RE.SUBMITTA'- pr:CD NOV :I LJO~ - - - - - - - - - - - - - - - - TACO BELL EXISTING TOTAL AREA (AREA "A" & AREA "B") 2-YR. STORM AREA: 0.57 P= 3.3 dt= 10 PERVIOUS AREA: 0 CN= 30 S= 23.333 0:2S= 4.667 IMPERVIOUS AREA: 0.57 CN= 98 S= 0.204 0.2S= 0.041 Tc = 5 w= 0.500 PERVIOUS IMPERVIOUS TIME TIME RAINFALL INCREM. ACCUM. ACCUM. INCREM. ACCUM. INCREM. TOTAL INST. DESIGN INCREMENT (MINUTES) DIST. RAINFALL RAINFALL RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF FLOW RATE FLOWRATE 1 0 0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.0 0.0 2 10 0.004 0.013 0.013 0.000 0.000 0.000 0.000 0.000 0.0 0.0 3 20 0.004 0.013 0.026 0.000 0.000 0.000 0.000 0.000 0.0 0.0 4 30 0.004 0.013 0.040 0.000 0.000 0.000 0.000 0.000 0.0 0.0 5 40 0.004 0.013 0.053 0.000 0.000 0.001 0.001 0.001 0.0 0.0 6 50 0.004 0.013 0.066 0.000 0.000 0.003 0.002 0.002 0.0 0.0 7 60 0.004 0.013 0.079 0.000 0.000 0.006 0.003 0.003 0.0 0.0 8 70 0.004 0.013 0.092 0.000 0.000 0.010 0.004 0.004 0.0 0.0 9 80 0.004 0.013 0.106 0.000 0.000 0.016 0.005 0.005 0.0 0.0 10 90 0.004 0.013 0.119 0.000 0.000 0.022 0.006 0.006 0.0 0.0 11 100 0.004 0.013 0.132 0.000 0.000 0.028 0.007 0.007 0.0 0.0 12 110 0:005 0.017 0.149 0.000 0.000 0.037 0.009 0.009 0.0 0.0 13 120 0.005 0.017 0.165 0.000 0.000 0.047 0.010 0.010 0.0 0.0 14 130 0.005 0.017 0.182 0.000 0.000 0.057 0.010 0.010 0.0 0.0 15 140 0.005 0.017 0.198 0.000 0.000 0.068 0.011 0.011 0.0 0.0 16 150 0.005 0.017 0.215 0.000 0.000 0.080 0.011 0.011 0.0 0.0 17 160 0.005 0.017 0.231 0.000 0.000 0.092 0.012 0.012 0.0 0.0 18 170 0.006 0.020 0.251 0.000 0.000 0.106 0.Q15 0.Q15 0.1 0.0 19 180 0.006 0.020 0.271 0.000 0.000 0.122 0.Q15 0.Q15 0.1 0.1 20 190 0.006 0.020 0.290 0.000 0.000 0.137 0.016 0.016 0.1 0.1 21 200 0.006 0.020 0.310 0.000 0.000 0.153 0.016 0.016 0.1 0.1 ;g 210 0.006 0.020 0.330 0.000 0.000 0.170 0.016 0.016 0.1 0.1 ~23 220 0.006 0.020 0.350 0.000 0.000 0.186 0.017 0.017 0.1 0.1 :z c.~ 230 0.007 0.023 0.373 0.000 0.000 0.206 0.020 0.020 0.1 0.1 C) c:: -< ~ 240 0.007 0.023 0,396 0.000 0.000 0.226 0.020 0.020 0.1 0.1 250 0.007 0.023 0.419 0.000 0.000 0.246 0.020 0.020 0.1 0.1 W ~ f',) = ;:::0 = = rT1 (") d - - - - - - - - - - - - - - - - - - - - 27 260 0.007 0.023 0.442 0.000 0.000 0.266 0.020 0.020 0.1 0.1 26 270 0.007 0.023 0.465 0.000 0.000 0.287 0.021 0.021 0.1 0.1 29 280 0.007 0.023 0.488 0.000 0.000 0.307 0.021 0.021 0.1 0.1 30 290 0.008 0.026 0.515 0.000 0.000 0.331 0.024 0.024 0.1 0.1 31 300 0.008 0.026 0.541 0.000 0.000 0.355 0.024 0.024 0.1 0.1 32 310 0.008 0.026 0.568 0.000 0.000 0.380 0.024 0.024 0.1 0.1 33 320 0.008 0.026 0.594 0.000 0.000 0.404 0.024 0.024 0.1 0.1 34 330 0,008 0.026 0.620 0.000 0.000 0.429 0.025 0.025 0.1 0.1 35 340 0.008 0.026 0.647 0.000 0.000 0.453 0.025 0.025 0.1 0.1 36 350 0.01 0.033 0.680 0.000 0.000 0.484 0.031 0.031 0.1 0.1 37 360 0.01 0.033 0.713 0.000 0.000 0.515 0.031 0.031 0.1 0.1 38 370 0.01 0.033 0.746 0.000 0.000 0.547 0.031 0.031 0.1 0.1 39 380 0.01 0.033 0.779 0.000 0.000 0.578 0.031 0.031 0.1 0.1 40 390 0.01 0.033 0.812 0.000 0.000 0.610 0.032 0.032 0.1 0.1 41 400 0.01 0.033 0.845 0.000 0.000 0.641 0.032 0.032 0.1 0.1 42 410 0.013 0.043 0.888 0.000 0.000 0.682 0.041 0.041 0.1 0.1 43 420 0.013 0.043 0.931 0.000 0.000 0.724 0.041 0.041 0.1 0.1 44 430 0.013 0.043 0.974 0.000 0.000 0.765 0.041 0.041 0.1 0.1 45 440 0.018 0.059 1.033 0.000 0.000 0.823 0.058 0.058 0.2 0.2 46 450 0.018 0.059 1.092 0.000 0.000 0.881 0.058 0.058 0.2 0.2 47 460 0.034 0.112 1.205 0.000 0.000 0.990 0.109 0.109 0.4 0.3 48 470 0.054 0.178 1.383 0.000 0.000 1.165 0.175 0.175 0.6 0.5 49 480 0.027 0.089 1.472 0.000 0.000 1.252 0.088 0.088 0.3 0.5 50 490 0.Q18 0.059 1.531 0.000 0.000 1.311 0.059 0.059 0.2 0.3 51 500 0.013 0.043 1.574 0.000 0.000 1.353 0.042 0.042 0.1 0.2 52 510 0.013 0.043 1.617 0.000 0.000 1.395 0.042 0.042 0.1 0.1 53 520 0.013 0.043 1.660 0.000 0.000 1.438 0.042 0.042 0.1 0.1 54 530 0.009 0.030 1.690 0.000 0.000 1.467 0.029 0.029 0.1 0.1 55 540 0.009 0.030 1.719 0.000 0.000 1.497 0.029 0.029 0.1 0.1 56 550 0.009 0.030 1.749 0.000 0.000 1.526 0.029 0.029 0.1 0.1 57 560 0.009. 0.030 1.779 0.000 0.000 1.555 0.029 0.029 0.1 0.1 58 570 0.009 0.030 1.808 0.000 0.000 1.585 0.029 0.029 0.1 . 0.1 5~ 580 0.009 0.030 1.838 0.000 0.000 1.614 0.029 0.029 0.1 0.1 60...., 590 0.009 0.030 1.868 0.000 0.000 1.643 0.029 0.029 0.1 0.1 . :Z6~ 600 0.009 0.030 1.898 0.000 0.000 1.673 0.029 0.029 0.1 0.1 0655 610 0.009 0.030 1.927 0.000 0.000 1.702 0.029 0.029 0.1 0.1 <35: 6_ 620 0.009 0.030 1.957 0.000 0.000 1.732 0.029 0.029 0.1 0.1 W ~ ,...., = = ::::0 <c rT1 ("') ti - - - - - - - - - - - - - - - - - - 64 630 0.009 0.030 1.987 0.000 0.000 1.761 0.029 0.029 0.1 0.1 65 640 0.009 0.030 2.016 0.000 0.000 1.791 0.029 0.029 0.1 0.1 66 650 0.007 0.023 2.039 0.000 0.000 1.813 0.023 0.023 0.1 0.1 67 660 0.007 0.023 2.063 0.000 0.000 1.836 0.023 0.023 0.1 0.1 68 670 0.007 0.023 2.086 0.000 0.000 1.859 0.023 0.023 0.1 0.1 69 680 0.007 0.023 2.109 0.000 0.000 1.882 0.023 0.023 0.1 0.1 70 690 0.007 0.023 2.132 0.000 0.000 1.905 0.023 0.023 0.1 0.1 71 700 0.007 0.023 2.155 0.000 0.000 1.928 0.023 0.023 0.1 0.1 72 710 0.007 0.023 2.178 0.000 0.000 1.951 0.023 0.023 0.1 0.1 73 720 0.007 0.023 2.201 0.000 0.000 1.974 0.023 0.023 0.1 0.1 74 730 0.007 0.023 2.224 0.000 0.000 1.997 0.023 0.023 0.1 0.1 75 740 0.007 0.023 2.247 0.000 0.000 2.020 0.023 0.023 0.1 0.1 76 750 0.007 0.023 2.270 0.000 0.000 2.043 0.023 0.023 0,1 0.1 77 760 0.007 0.023 2.294 0.000 0.000 2.066 0.023 0.023 0.1 0.1 78 770 0.006 0.020 2.313 0.000 0.000 2.085 0.020 0.020 0.1 0.1 79 780 0.006 0.020 2.333 0.000 0.000 2.105 0.020 0.020 0.1 0.1 80 790 0.006 0.020 2.353 0.000 0.000 2.125 0.020 0.020 0.1 0.1 81 800 0.006 0.020 2.373 0.000 0.000 2.144 0.020 0.020 0.1 0.1 82 810 0.006 0.020 2.393 0.000 0.000 2.164 0.020 0.020 0.1 0.1 83 820 0.006 0.020 2.412 0.000 0.000 2.184 0.020 0.020 0.1 0.1 84 830 0.006 0.020 2.432 0.000 0.000 2.203 0.020 0.020 0.1 0.1 85 840 0.006 0.020 2.452 0.000 0.000 2.223 0.020 0.020 0.1 0.1 86 850 0.006 0.020 2.472 0.000 0.000 2.243 0.020 0.020 0.1 0.1 87 860 0.006 0.020 2.492 0.000 0.000 2.262 0.020 0.020 0.1 0.1 88 870 0.006 0.020 2.511 0.000 0.000 2.282 0.020 0.020 0.1 0.1 69 880 0.006 0.020 2.531 0.000 0.000 2.302 0.020 0.020 0.1 0.1 90 890 0.005 0.017 2.548 0.000 0.000 2.318 0.016 0.016 0.1 0.1 91 900 0.005 0.017 2.564 0.000 0.000 2.334 0.016 0.016 0.1 0.1 92 910 0.005 0.017 2.581 0.000 0.000 2.351 0.016 0.016 0.1 0.1 93 920 0.005 0.017 2.597 0.000 0.000 2.367 0.016 0.016 0.1 0.1 94 930 0.005 0.017 2.614 0.000 .0.000 2.384 0.016 0.016 0.1 0.1 ""'1:7 95 940 0.005 0.017 2.630 0.000 0.000 2.400 0.016 0.016 0.1 0.1 ~96 950 0.005 0.017 2.647 0.000 0.000 2.417 0.016 0.016 0.1 0.1 . ::.z: CJ'>97 960 0.005 0.017 2.663 0.000 0.000 2.433 0.016 0.016 0.1 0.1 0 c:: <: CCI 98 970 0.005 0.017 2.680 0.000 0.000 2.449 0.016 0.016 0.1 0,1 ~99 980 0.005 0.017 2.696 0.000 0.000 2.466 0.016 0.016 0.1 0.1 ~ ~OO 990 0.005 0.017 2.713 0.000 0.000 2.482 0.016 0.016 0.1 0.1 ....., = :;:c = .." rn (") d - - - - - - - - - - - - - - - - - - - - 101 1000 0.005 0.017 2.729 0.000 0.000 2.499 0.016 0.016 0.1 0.1 102 1010 0.004 0.013 2.742 0.000 0.000 2.512 0.013 0.013 0.0 0.1 103 1020 0.004 0.013 2.756 0.000 0.000 2.525 0.013 0.013 0.0 0.0 104 1030 0.004 0.013 2.769 0.000 0.000 2.538 0.013 0.013 0.0 0.0 105 1040 0.004 0.013 2.782 0.000 0.000 2.551 0.013 0.013 0.0 0.0 106 1050 0.004 0.013 2.795 0.000 0.000 2.564 0.013 0.013 0.0 0.0 107 1060 0.004 0.013 2.808 0.000 0.000 2.577 0.013 0.013 0.0 0.0 108 1070 0.004 0.013 2.822 0.000 0.000 2.591 0.013 0.013 0.0 0.0 109 1080 0.004 0.013 2.835 0.000 0.000 2.604 0.013 0.013 0.0 0.0 110 1090 0.004 0.013 2.848 0.000 0.000 2.617 0.013 0.013 0.0 0.0 111 1100 0.004 0.013 2.861 0.000 0.000 2.630 0.013 0.013 0.0 0.0 112 1110 0.004 0.013 2.874 0.000 0.000 2.643 0.013 0.013 0.0 0.0 113 1120 0.004 0.013 2.888 0.000 0.000 2.656 0.013 0.013 0.0 0.0 114 1130 0.004 0.013 2.901 0.000 0.000 2.669 0.013 0.013 0.0 0.0 115 1140 0.004 0.013 2.914 0.000 0.000 2.683 0.013 0.013 0.0 0.0 116 1150 0.004 0.013 2.927 0.000 0.000 2.696 0.013 0.013 0.0 0.0 117 1160 0.004 0.013 2.940 0.000 0.000 2.709 0.013 0.013 0.0 0.0 118 1170 0.004 0.013 2.954 0.000 0.000 2.722 0.013 0.013 0.0 0.0 119 1180 0.004 0.013 2.967 0.000 0.000 2.735 0.013 0.013 0.0 0.0 120 1190 0.004 0.013 2.980 0.000 0.000 2.748 0.013 0.013 0.0 0.0 121 1200 0.004 0.013 2.993 0.000 0.000 2.761 0.013 0.013 0.0 0.0 122 1210 0.004 0.013 3.006 0.000 0.000 2.775 0.013 0.013 0.0 0.0 123 1220 0.004 0.013 3.020 0.000 0.000 2.788 0.013 0.013 0.0 0.0 124 1230 0.004 0.013 3.033 0.000 0.000 2.801 0.013 0.013 0.0 0.0 125 1240 0.004 0.013 3.046 0.000 0.000 2.814 0.013 0.013 0.0 0.0 126 1250 0.004 0.013 3.059 0.000 0.000 2.827 0.013 0.013 0.0 0.0 127 1260 0.004 0.013 3.072 0.000 0.000 2.840 0.013 0.013 0.0 0.0 128 1270 0.004 0.013 3.086 0.000 0.000 2.853 0.013 0.013 0.0 0.0 129 1280 0.004 0.013 3.099 0.000 0.000 2.867 0.013 0.013 0.0 0.0 130 1290 0.004 0.013 3.112 0.000 0.000 2.880 0.013 0.013 0.0 0.0 131 1300 0.004 0.013 3.125 0.000 0.000 2.893 0.013 0.013 0.0 0.0 ""1:132 1310 0.004 0.013 3.138 0.000 0.000 2.906 0.013 0.013 0.0 0.0 A=j33 1320 0.004 0.013 3.152 0.000 0.000 2.919 0.013 0.013 0.0 0.0 :z: ~34 1330 0.004 0.013 3.165 0.000 0.000 2.932 0.013 0.013 0.0 0.0 C> ~35 1340 0.004 0.013 3.178 0.000 0.000 2.945 0.013 0.013 0.0 0.0 -< ~36 1350 0.004 0.013 3.191 0.000 0.000 2.959 0.013 0.013 0.0 0.0 W ~37 1360 0.004 0.013 3.204 0.000 0.000 2.972 0.013 0.013 0.0 0.0 '" f!::: = ;;:0 = <.D I'T'I ("") d - - - - - - - - - - - - - - - - - - 138 1370 0.004 0.013 3.218 0.000 0.000 2.985 0.013 0.013 0.0 0.0 139 1380 0.004 0.013 3.231 0.000 0.000 2.998 0.013 0.013 0.0 0.0 140 1390 0.004 0.013 3.244 0.000 0.000 3.011 0.013 0.013 0.0 0.0 141 1400 0.004 0.013 3.257 0.000 0.000 3.024 0.013 0.013 0.0 0.0 142 1410 0.004 0.013 3.270 0.000 0.000 3.038 0.013 0.013 0.0 0.0 143 1420 0.004 0.013 3.284 0.000 0.000 3.051 0.013 0.013 0.0 0.0 144 1430 0.004 0.013 3.297 0.000 0.000 3.064 0.013 0.013 0.0 0.0 145 1440 0.004 0.013 3.310 0.000 0.000 3.077 0.013 0.013 0.0 0.0 0.000 6366.608 6366.608 cuft. Total Runoff 6366.608 ...0 rn . z en C) c:= -< CCI :s:: ~ ~ '" r-- = = ;:0 CD rn n d - - - - - - - - - - - - - - - - - - - TACO BELL POST-DEVELOPMENT TOTAL AREA (AREA "A" & AREA "B") 2-YR. STORM AREA: 0.57: r-'-'-_._~ di; 10 P= (3.3 I PERVIOUS AREA: 0.131 CN= ;61 ls= 6.393 0.2S= 1.279 IMPERVIOUS AREA: I ,0.44 CN= 198 :s= 0.204 0.2S= 0.041 [_~~- 51-- .~._-- Tc'= w= 0.500 PERVIOUS IMPERVIOUS TIME TIME RAINFALL INCREM. ACCUM. ACCUM. INCREM. ACCUM. INCREM. TOTAL INST. DESIGN INCREMENT (MINUTES) DIST. RAINFALL RAINFALL RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF FLOWRATE FLOWRATE 1 0 0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.0 0.0 2 10 0.004 0.013 0.013 0.000 0.000 0.000 0.000 0.000 0.0 0.0 3 20 0.004 0.013 0.026 0.000 0.000 0.000 0.000 0.000 0.0 0.0 4 30 0.004 0.013 0.040 0.000 0.000 0.000 0.000 0.000 0.0 0.0 5 40 0.004 0.013 0.053 0.000 0.000 0.001 0.001 0.001 0.0 0.0 6 50 0.004 0.013 0.066 0.000 0.000 0.003 0.002 0.002 0.0 0.0 7 .60 0.004 0.013 0.079 0.000 0.000 0.006 0.003 0.003 0.0 0.0 8 70 0.004 0.013 0.092 0.000 0.000 0.010 0.004 0.003 0.0 0.0 9 80 0.004 0.013 0.106 0.000 0.000 0.016 0.005 0.004 0.0 0.0 10 90 0.004 0.013 0.119 0.000 0.000 0.022 0.006 0.005 0.0 0.0 11 100 0.004 0.013 0.132 0.000 0.000 0.028 0.007 0.005 0.0 0.0 12 110 0.005 0.017 0.149 0.000 0.000 0.037 0.009 0.007 0.0 0.0 13 120 0.005 0.017 0.165 0.000 0.000 0.047 0.010 0.008 0.0 0.0 14 130 0.005 0.017 0.182 0.000 0.000 0.057 0.010 0.008 0.0 0.0 15 140 0.005 0.017 0.198 0.000 0.000 0.068 0.011 0.008 0.0 0.0 16 150 0.005 0.017 0.215 0.000 0.000 0.080 0.011 0.009 0.0 0.0 17 160 0.005 0.017 0.231 0.000 0.000 0.092 0.012 0.009 0.0 0.0 18 170 0.006 0.020 0.251 0.000 0.000 0.106 0.015 0.011 0.0 0.0 19 180 0.006 0.020 0.271 0.000 0.000 0.122 0.015 0.012 0.0 0.0 20 190 0.006 0.020 0.290 0.000 0.000 0.137 0.016 0.012 0.0 0.0 ""0 21 200 0.006 0.020 0.310 0.000 0.000 0.153 0.Q16 0.012 0.0 0.0 ;:::c rn22 210 0.008 0.020 0.330 0.000 0.000 0.170 0.Q16 0.013 0.0 0.0 . ::z: cn23 220 0.006 0.020 0.350 0.000 0.000 0.186 0.017 0.013 0.0 0.0 0 c::: <: CCl' 24 230 0.007 0.023 0.373 0.000 0.000 0.206 0.020 0.015 0.1 0.0 $25 240 0.007 0.023 0.396 0.000 0.000 0.226 0.020 0.015 0.1 0.1 c:.o:l ~26 250 0.007 0.023 0.419 0.000 0.000 0.246 0.020 0.Q16 .0.1 0.1 N c::> ;:::c c::> <D rn ("") Page 1 d - - - - - - - - - - - - - - - - - -. - 27 260 0.007 0.023 0.442 0.000. 0.000 0.266 0.020 0.016 0.1 0.1 28 270 0.007 0.023 0.465 0.000 0.000 0.287 0.021 0.016 0.1 0.1 29 280 0.007 0.023 0.488 0.000 0.000 0.307 0.021 0.016 0.1 0.1 30 290 0.008 0.026 0.515 0.000 0.000 0.331 0.024 0.018 0.1 0.1 31 300 0.008 0.026 0.541 0.000 0.000 0.355 0.024 0.Q19 0.1 0.1 32 310 0.008 0.026 0.568 0.000 0.000 0.380 0.024 0.019 0.1 0.1 33 320 0.008 0.026 0.594 0.000 0.000 0.404 0.024 0.Q19 0.1 0.1 34 330 0.008 0.026 0.620 0.000 0.000 0.429 0.025 0.019 0.1 0.1 35 340 0.008 0.026 0.647 0.000 0.000 0.453 0.025 0.019 0.1 0.1 36 350 0.01 0.033 0.680 0.000 0.000 0.484 0.031 0.024 0.1 0.1 37 360 0.01 0.033 0.713 0.000 0.000 0.515 0.031 0.024 0.1 0.1 38 370 0.Q1 0.033 0.746 0.000 0.000 0.547 0.031 0.024 0.1 0.1 39 380 0.01 0.033 0.779 0.000 0.000 0.578 0.031 0.024 0.1 0.1 40 390 0.01 0.033 0.812 0.000 0.000 0.610 0.032 0.024 0.1 0.1 41 400 0.01 0.033 0.845 0.000 0.000 0.641 0.032 0.024 0.1 0.1 42 410 0.013 0,043 0.888 0,000 0.000 0.682 0.041 0.032 0.1 0.1 43 420 0.013 0.043 0.931 0.000 0.000 0.724 0.041 0.032 0.1 0.1 44 430 0.013 0.043 0.974 0.000 0.000 0.765 0.041 0.032 0.1 0.1 45 440 0.018 0.059 1.033 0.000 0.000 0.823 0.058 0.044 0.2 0.1 46 450 0.018 0.059 1.092 0.000 0.000 0.881 0.058 0.045 0.2 0.2 47 460 0.034 0.112 1.205 0.000 0.000 0.990 0.109 0.085 0.3 0.2 48 470 0.054 0.178 1.383 0.002 0.002 1.165 0.175 0.135 0.5 0.4 49 480 0.027 0.089. 1.472 0.006 0.004 1.252 0.088 0.069 0.2 0.4 50 490 0.Q18 0.059 1.531 0.010 0.004 1.311 0.059 0.046 0.2 0.2 51 500 0.013 0.043 1.574 0.013 0.003 1.353 0.042 0.033 0.1 0.1 52 510 0.013 0,043 1.617 0.017 0.004 1.395 0.042 0.034 0.1 0.1 53 520 0.013 0.043 1.660 0.021 0.004 1.438 0.042 0.034 0.1 0.1 54 530 0.009 0.030 1.690 0.025 0.003 1.467 0.029 0.023 0.1 0.1 55 540 0.009 0.030 1.719 0.028 0.004 1.497 0.029 0.023 0.1 0.1 56 550 0.009 0.030 1.749 0.032 0.004 1.526 0.029 0.024 0.1 0.1 57 560 0.009 0.030 1.779 0.036 0.004 1.555 0.029 0.024 0.1 0.1 58 570 0.009 0.030 1.808 0.041 0.004 1.585 0.029 0.024 0.1 0.1 -059 580 0.009 0.030 1.838 0.045 0.004 1.614 0.029 0.024 0.1 0.1 ::t:J rr' 60 590 0.009 0.030 1.868 0.050 0.005 1.643 0.029 0.024 0.1 0.1 :z Con 61 600 0.009 0.030 1.898 0.055 0.005 1.673 0.029 0.024 0.1 0.1 = c:: <: CO 62 610 0.009 0.030 1.927 0.060 0.005 1.702 0.029 0.024 0.1 0.1 :s:: 63 620 0.009 0.030 1.957 0.065 0.005 1.732 0.029 0.024 0.1 0.1 ~ ~ '" .-- = ;::c = = rn Page 2 (") 0 - - - - - - - - - - - - - - .. - I!!!!! - - 64 630 0.009 0.030 1.987 0.071 0.006 1.761 0,029 0.024 0.1 0.1 65 640 0.009 0.030 2.016 0.076 0.006 1.791 0.029 0.024 0.1 0.1 66 650 0.007 0.023 2.039 0.081 0.005 1.813 0.023 0.019 0.1 0.1 67 660 0.007 0.023 2.063 0.086 0.005 1.836 0.023 0.019 0.1 0.1 68 670 0.007 0.023 2.086 0.090 0.005 1.859 0.023 0.019 0.1 0.1 69 660 0.007 0.023 2.109 0.095 0.005 1.882 0.023 0.019 0.1 0.1 70 690 0.007 0.023 2.132 0.100 0.005 1.905 0.023 0.019 0.1 0.1 71 700 0.007 0.023 2.155 0.106 0.005 1.928 0.023 0.019 0.1 0.1 72 710 0.007 0.023 2.178 0.111 0.005 1.951 0.023 0.019 0.1 0.1 73 720 0.007 0.023 2.201 0.116 0.005 1.974 0.023 0.019 0.1 0.1 74 730 0.007 0.023 2.224 0.122 0.006 1.997 0.023 0.019 0.1 0.1 75 740 0.007 0.023 2.247 0.127 0.006 2.020 0.023 0.019 0.1 0.1 76 750 0.007 0.023 2.270 0.133 0.006 2.043 0.023 0.019 0.1 0.1 77 760 0.007 0.023 2.294 0.139 0.006 2.066 0.023 0.019 0.1 0.1 78 770 0.006 0.020 2.313 0.144 0.005 2.085 0.020 0.016 0.1 0.1 79 780 0.006 0.020 2.333 0.149 0.005 2.105 0.020 0.016 0.1 0.1 80 790 0.006 0.020 2.353 0.155 0.005 2.125 0.020 0.016 0.1 0.1 81 800 0.006 0.020 2.373 0.160 0.005 2.144 0.020 0.016 0.1 0.1 82 810 0.006 0.020 2.393 0.165 0.005 2.164 0.020 0.016 0.1 0.1 83 820 0.006 0.020 2.412 0.171 0.005 2.184 0.020 0.016 0.1 0.1 84 830 0.006 0.020 2.432 0.176 0.006 2.203 0.020 0.016 0.1 0.1 85 840 0.006 0.020 2.452 0.182 0.006 2.223 0.020 0.016 0.1 0.1 86 850 0.006 0.020 2.472 0.188 0.006 2.243 0.020 0.016 0.1 0.1 87 860 0.006 0.020 2.492 0.193 0.006 2.262 0.020 0.017 0.1 0.1 88 870 0.006 0.020 2.511 0.199 0.006 2.282 0.020 0.017 0.1 0.1 89 880 0.006 0.020 2.531 0.205 0.006 2.302 0.020 0.017 0.1 0.1 90 890 0.005 0.017 2.548 0.210 0.005 2.318 0.016 0.014 0.0 0.1 91 900 0.005 0.017 2.564 0.215 0.005 2.334 0.016 0.014 0.0 0.0 92 910 0.005 0.017 2.581 0.220 0.005 2.351 0.016 0.014 0.0 0.0 93 920 0.005 0.017 2.597 0.225 0.005 2.367 0.016 0.014 0.0 0.0 94 930 0.005 0.017 2.614 0.231 0.005 2.384 0.016 0.014 0.0 0.0 95 940 0.005 0.017 2.630 0.236 0.005 2.400 0.016 0.014 0.0 0.0 -096 950 0.005 0.017 2.647 0.241 0.005 2.417 0.016 0.014 0.0 0.0 ^' 97 960 0.005 0.017 2.663 0.246 0.005 2.433 0.016 0.014 0.0 0.0 rn z en 98 970 0.005 0.017 2.680 0.252 0.005 2.449 0.016 0.014 0.0 0.0 C) c:: 99 980 0.005 0.017 2.696 0.257 0.005 2.466 0.016 0.014 0.0 0.0 <: c::J $100 990 0.005 0.017 2.713 0.263 0.005 2.482 0.016 0.014 0.0 0.0 = ~ ,..., = ^' = Page 3 to rn n d - - - - - - - - - - .. - - .. - == .. II!!!!I - 101 1000 0.005 0,017 2.729 0.268 0.006 2.499 0.016 0.014 0.0 0.0 102 1010 0.004 0.013 2.742 0.273 0.004 2.512 0.013 0.011 0.0 0.0 103 1020 0.004 0.013 2.756 0.277 0.004 2.525 0.013 0.011 0.0 0.0 104 1030 0.004 0.013 2.769 0.282 0.005 2.538 0.013 0.011 0.0 0.0 105 1040 0.004 0.013 2.782 0.286 0.005 2.551 0.013 0.011 0.0 0.0 106 1050 0.004 0.013 2.795 0.291 0.005 2.564 0.013 0.011 0.0 0.0 107 1060 0.004 0.013 2.808 0.295 0.005 2.577 0.013 0.011 0.0 0.0 108 1070 0.004 0.013 2.822 0.300 0.005 2.591 0.013 0.011 0.0 0.0 109 1080 0.004 0.013 2.835 0.305 0.005 2.604 0.013 0.011 0.0 0.0 110 1090 0.004 0.013 2.848 0.309 0.005 2.617 0.013 0.011 0.0 0.0 111 1100 0.004 0.013 2.861 0.314 0.005 2.630 0.013 0.011 0.0 0.0 112 1110 0.004 0.013 2.874 0.319 0.005 2.643 0.013 0.011 0.0 0.0 113 1120 0.004 0.013 2.888 0.323 0.005 2.656 0.013 0.011 0.0 0.0 114 1130 0.004 0.013 2.901 0.328 0.005 2.669 0.013 0.011 0.0 0.0 115 1140 0.004 0.013 2.914 0.333 0.005 2.683 0.013 0.011 0.0 0.0 116 1150 0.004 0.013 2.927 0.338 0.005 2.696 0.013 0.011 0.0 0.0 117 1160 0.004 0.013 2.940 0.343 0.005 2.709 0.013 0.011 0.0 0.0 118 1170 0.004 0.013 2.954 0.348 0.005 2.722 0.013 0.011 0.0 0.0 119 1180 0.004 0.013 2.967 0.353 0.005 2.735 0.013 0.011 0.0 0.0 120 1190 0.004 0.013 2.980 0.358 0.005 2.748 0.013 0.011 0.0 0.0 121 1200 0.004 0.013 2.993 0.363 0.005 2.761 0.013 0.011 0.0 0.0 122 1210 0.004 0.013 3.006 0.368 0.005 2.775 0.013 0.011 0.0 0.0 123 1220 0.004 0.013 3.020 0.373 0.005 2.788 0.013 0.011 0.0 0.0 124 1230 0.004 0.013 3.033 0.378 0.005 2.801 0.013 0.011 0.0 0.0 125 1240 0.004 0.013 3.046 0.383 0.005 2.814 0.013 0.011 0.0 0.0 126 1250 0.004 0.013 3.059 0.388 0.005 2.827 0.013 0.011 0.0 0.0 127 1260 0.004 0.013 3.072 0.393 0.005 2.840 0.013 0.011 0.0 0.0 128 1270 0.004 0.013 3.086 0.398 0.005 2.853 0.013 0.011 0.0 0.0 129 1280 0.004 0.013 3.099 0.403 0.005 2.867 0.013 0.011 0.0 0.0 130 1290 0.004 0.013 3.112 0.409 0.005 2.880 0.013 0.011 0.0 0.0 "'0131 1300 0.004 0.013 3.125 0.414 0.005 2.893 0:013 0.011 0.0 0.0 :i"'~32 1310 0.004 0.013 3.138 0.419 0.005 2.906 0.013 0.011 0.0 0.0 . :z: cnI33 1320 0.004 0.013 3.152 0.424 0.005 2.919 0.013 0.011 0.0 0.0 0 c:= <::: 00134 1330 0.004 0.013 3.165 0.430 0.005 2.932 0.013 0.011 0.0 0.0 ~35 1340 0.004 0.013 3.178 0.435 0.005 2.945 0.013 0.011 0.0 0.0 --:: <:.0:1 5;136 1350 0.004 0.013 3.191 0.440 0.005 2.959 0.013 0.011 0.0 0.0 ...., F:"137 1360 0.004 0.013 3.204 0.446 0.005 2.972 0.013 0.011 0.0 0.0 0 :;:c 0 <.D rn q 0 Page 4 - - - - - - - - - - - - - - - - - - - 138 1370 0.004 0.013 3.218 0.451 0.005 2.985 0.013 0.011 0.0 0.0 139 1380 0.004 0.013 3.231 0.457 0.005 2.998 0.013 0.011 0.0 0.0 140 1390 0.004 0.013 3.244 0.462 0.005 3.011 0.013 0.011 0.0 0.0 141 1400 0.004 0.013 3.257 0.468 0.005 3.024 0.013 0.011 0.0 0.0 142 1410 0.004 0.013 3.270 0.473 0.006 3.038 0.013 0.011 0.0 0.0 143 1420. 0.004 0.013 3.284 0.479 0.006 3.051 0.013 0.011 0.0 0.0 144 1430 0.004 0.013 3.297 0.484 0.006 3.064 0.013 0.011 0.0 0.0 145 1440 0.004 0.013 3.310 0.490 0.006 3.077 0.013 0.011 0.0 0.0 231.104 4914.574 5145.679' cuft. Total Runoff 5145.679 ""'CI :::0 rn . z e", 0 c::: < 0:> :s;: ..." .~ '" = :::0 = u::> rn n d Page 5 - - - I 'I I II .1 I I I I I I I I I I I I I I I TACO BELL TOTAL AREA (AREA "A" & AREA "B") 24 HR.l2-YR. STORM 0,600 0.500 0.400 CiI - .;- 0.300 o 0.200 0.100 POST-DEVELOPMENT TOTAL RUNOFF: 5150 CU. FT. EXISTING TOTAL RUNOFF: 6370 CU. FT. RUNOFF DELTA: -1220 CU. FT. \ ...... ---........ ...... 0.000 ~~~~~~~~~~~~~~~~~~~~&~~~~&~~~~~~~~~~~ , ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ Time (min.) - EX. DESIGN FLOW - POST-DEV. DESIGN FLOW PRE.SUBMITIAL RECID NOV 3 2009 I I I I I I I I I I I I I I I I I I I APPENDIX D HYDROGRAPH & OUTPUT- ORAl NAG E AREA "An PRE-SUBMITIAL REC'D ,NOV 3 2009 - - - - - - - - - - - - - - - - TACO BELL STORM DRAIN AREA "A" EXISTING 2-YR. STORM AREA: 0.48 P= 3.3 dt= 10 PERVIOUS AREA: 0 CN= 30 S= 23.333 0.2S= 4.667 IMPERVIOUS AREA: 0.48 CN= 98 S= 0.204 0.2S= 0.041 Tc = 5 w= 0.500 L PERVIOUS IMPERVIOUS TIME TIME RAINFALL INCREM. ACCUM. ACCUM. INCREM. ACCUM. INCREM. TOTAL INST. DESIGN INCREMENT (MINUTES) DIST. RAINFALL RAINFALL RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF FLOWRATE FLOWRA TE t 0 0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.0 0.0 2 10 0.004 0.013 0.013 0.000 0.000 0.000 0.000 0.000 0.0 0.0 3 20 0.004 0.013 0.026 0.000 0.000 0.000 0,000 0.000 0.0 0.0 4 30 0.004 0.013 0.040 0.000 0.000 0.000 0.000 0.000 0.0 0.0 5 40 0.004 0.013 0.053 0.000 0.000 0.001 0.001 0.001 0.0 0.0 6 50 0.004 0.013 0.066 0.000 0.000 0.003 0.002 0.002 0.0 0.0 7 60 0.004 0.013 0.079 0.000 0.000 0.006 0.003 0.003 0.0 0.0 8 70 0.004 0.013 0.092 0.000 0.000 0.010 0.004 0.004 0.0 0.0 9 80 0.004 0.013 0.106 0.000 0.000 0.016 0.005 0.005 0.0 0.0 10 90 0.004 0.013 0.119 0.000 0.000 0.022 0.006 0.006 0.0 0.0 11 100 0.004 0.013 0.132 0.000 0.000 0.028 0.007 0.007 0.0 0.0 12 110 0.005 0.017 0.149 0.000 0.000 0.037 0.009 0.009 0.0 0.0 13 120 0.005 0.017 0.165 0.000 0.000 0.047 0.010 0.010 0.0 0.0 14 130 0.005 0.017 0.182 0.000 0.000 0.057 0.010 0.010 0.0 0.0 15 140 0.005 0.017 0.198 0.000 0.000 0.068 0.011 0.011 0.0 0.0 16 150 0.005 0.017 0.215 0.000 0.000 0.080 0.011 0.011 0.0 0.0 17 160 0.005 0.017 0.231 0.000 0.000 0.092 0.012 0.012 0.0 0.0 18 170 0.006 0.020 0.251 0.000 0.000 0.106 0.015 0,015 0.0 0.0 19 180 0.006 0.020 0.271 0.000 0.000 0.122 0.015 0.015 0.0 0.0 20 190 0.006 0.020 0.290 0.000 0.000 0.137 0.016 0.016 0.0 0.0 ~1 200 0.006 0.020 0.310 0.000 0.000 0.153 0.016 0.016 0.0 0.0 rT122 210 0.006 0.020 0.330 0.000 0.000 0.170 0.016 0.016 0.0 0.0 . ::z: ~3 220 0.006 0.020 0.350 0.000 0.000 0.186 0.017 0.017 0.0 0.0 Cl -< CC24 230 0.007 0.023 0.373 0.000 0.000 0.206 0.020 0.020 0.1 0.1 ~5 240 0.007 0.023 0.396 0.000 0.000 0.226 0.020 0.020 0.1 0.1 "'" ~6 250 0.007 0.023 0.419 0.000 0.000 0.246 0.020 0.020 0.1 0.1 '" ...- = :::0 = c..o rn Q 0 - - - - - - - - - - - - - - - - - - - 27 260 0.007 0.023 0.442 0.000 0.000 0.266 0.020 0.020 0.1 0.1 28 270 0.007 0.023 0.465 0.000 0.000 0.287 0.021 0.021 0.1 0.1 29 280 0.007 0.023 0.488 0.000 0.000 0.307 0.021 0.021 0.1 0.1 30 290 0.008 0.026 0.515 0.000 0.000 0.331 0.024 0.024 0.1 0.1 31 300 0.008 0.026 0.541 0.000 0.000 0.355 0.024 0.024 0.1 0.1 32 310 0.008 0.026 0.568 0.000 0.000 0.380 0.024 0.024 0.1 0.1 33 320 0.008 0.026 0.594 0.000 0.000 0.404 0.024 0.024 0.1 0.1 34 330 0.008 0.026 0.620 0.000 0.000 0.429 0.025 0.025 0.1 0.1 35 340 0.008 0.026 0.647 0.000 0.000 0.453 0.025 0.025 0.1 0.1 36 350 0.01 0.033 0.680 0.000 0.000 0.484 0.031 0.031 0.1 0.1 37 360 0.01 0.033 0.713 0.000 0.000 0.515 0.031 0.031 0.1 0.1 38 370 0.01 0.033 0.746 0.000 0.000 0.547 0.031 0.031 0.1 0.1 39 380 0.Q1 0.033 0.779 0.000 0.000 0.578 0.031 0.031 0.1 0.1 40 390 0.Q1 0.033 0.812 0.000 0.000 0.610 0.032 0.032 0.1 0.1 41 400 0.01 0.033 0.845 0.000 0.000 0.641 0.032 0.032 0.1 0.1 42 410 0.013 0.043 0.888 0.000 0.000 0.682 0.041 0.041 0.1 0.1 43 420 0.013 0.043 0.931 0.000 0.000 0.724 0.041 0.041 0.1 0.1 44 430 0.013 0.043 0.974 0.000 0.000 0.765 0.041 0.041 0.1 0.1 45 440 0.018 0.059 1.033 0.000 0.000 0.823 0.058 0.058 0.2 0.1 46 450 0.018 0.059 1.092 0.000 0.000 0.881 0.058 0.058 0.2 0.2 47 460 0.034 0.112 1.205 0.000 0.000 0.990 0.109 0.109 0.3 0.2 48 470 0.054 0.178 1.383 0.000 0.000 1.165 0.175 0.175 0.5 0.4 49 480 0.027 0.089 1.472 0.000 0.000 1.252 0.088 0.088 0.3 0.4 50 490 0.Q1 8 0.059 1.531 0.000 0.000 1.311 0.059 0.059 0.2 0.2 51 500 0.013 0.043 1.574 0.000 0.000 1.353 0.042 0.042 0.1 0.1 52 510 0.013 0.043 1.617 0.000 0.000 1.395 0.042 0.042 0.1 0.1 53 520 0.013 0.043 1.660 0.000 0.000 1.438 0.042 0.042 0.1 0.1 54 530 0.009 0.030 1.690 0.000 0.000 1.467 0.029 0.029 0.1 0.1 55 540 0.009 0.030 1.719 0.000 0.000 1.497 0.029 0.029 0.1 0.1 56 550 0.009 0.030 1.749 0.000 0.000 1.526 0.029 0.029 0.1 0.1 57 560 0.009 0.030 1.779 0.000 0.000 1.555 0.029 0.029 0.1 0.1 58 570 0.009 0.030 1.808 0.000 0.000 1.585 0.029 0.029 0.1 0.1 59 580 0.009 0.030 1.838 0.000 0.000 1.614 0.029 0.029 0.1 0.1 -C 0.029 0.1 0.1 ;:c 60 590 0.009 0.030 1.868 0.000 0.000 1.643 0.029 rn 61 600 0.009 0.030 1.898 0.000 0.000 1.673 0.029 0.029 0.1 0.1 . Z en C) c::: 62 610 0.009 0.030 1.927 0.000 0.000 1.702 0.029 0.029 0.1 0.1 <: cc:> 63 620 0.009 0.030 1.957 0.000 0.000 1.732 0.029 0.029 0.1 0.1 s: ~ s;! "" .-- = ;:c = c.a rn 0 d - - - - - - - - - - - - - - - - - - - 64 630 0.009 0.030 1.987 0.000 0.000 1.761 0.029 0.029 0.1 0.1 65 640 0.009 0.030 2.016 0.000 0.000 1.791 0.029 0.029 0.1 0.1 66 650 0.007 0.023 2.039 0.000 0.000 1.813 0.023 0.023 0.1 0.1 67 660 0.007 0.023 2.063 0.000 0.000 1.836 0.023 0.023 0.1 0.1 68 670 0.007 0.023 2.086 0.000 0.000 1.859 0.023 0.023 0.1 0.1 69 680 0.007 0.023 2.109 0.000 0.000 1.882 0.023 0.023 0.1 0.1 70 690 0.007 0.023 2.132 0.000 0.000 1.905 0.023 0.023 0.1 0.1 71 700 0.007 0.023 2.155 0.000 0.000 1.928 0.023 0.023 0.1 0.1 72 710 0.007 0.023 2.178 0.000 0.000 1.951 0.023 0.023 0.1 0.1 73 720 0.007 0.023 2.201 0.000 0.000 1.974 0.023 0.023 0.1 0.1 74 730 0.007 0.023 2.224 0.000 0.000 1.997 0.023 0.023 0.1 0.1 75 740 0.007 0.023 2.247 0.000 0.000 2.020 0.023 0.023 0.1 0.1 76 750 0.007 0.023 2.270 0.000 0.000 2.043 0.023 0.023 0.1 0.1 77 760 0.007 0:023 2.294 0.000 0.000 2.066 0.023 0.023 0.1 0.1 78 770 0.006 0.020 2.313 0.000 0.000 2.085 0.020 0.020 0.1 0.1 79 780 0.006 0.020 2.333 0.000 0.000 2.105 0.020 0.020 0.1 0.1 80 790 0.006 0.020 2.353 0.000 0.000 2.125 0.020 0.020 0.1 0.1 81 800 0.006 0.020 2.373 0.000 0.000 2.144 0.020 0.020 0.1 0.1 82 810 0.006 0.020 2.393 0.000 0.000 2.164 0.020 0.020 0.1 0.1 83 820 0.006 0.020 2.412 0.000 0.000 2.184 0.020 0.020 0.1 0.1 84 830 0.006 0.020 2.432 0.000 0.000 2.203 0.020 0.020 0.1 0.1 85 840 0.006 0.020 2.452 0.000 0.000 2.223 0.020 0.020 0.1 0.1 86 850 0.006 0.020 2.472 0.000 0.000 2.243 0.020 0.020 0.1 0.1 87 860 0.006 0.020 2.492 0.000 0.000 2.262 0.020 0.020 0.1 0.1 88 870 0.006 0.020 2.511 0.000 0.000 2.282 0.020 0.020 0.1 0.1 89 880 0.006 0.020 2.531 0.000 0.000 2.302 0.020 0.020 0.1 0.1 90 890 0.005 0.017 2.548 0.000 0.000 2.318 0.016 0.016 0.0 0.1 91 900 0.005 0.017 2.564 0.000 0.000 2.334 0.D16 0.016 0.0 0.0 92 910 0.005 0.017 2.581 0.000 0.000 2.351 0.016 0.016 0.0 0.0 93 920 0.005 0.017 2.597 0.000 0.000 2.367 0.016 0.016 0.0 0.0 94 930 0.005 0.017 2.614 0.000 0.000 2.384 0.D16 0.016 0.0 0.0 95 940 0.005 0.017 2.630 0.000 0.000 2.400 0.016 0.016 0.0 0.0 -096 950 0.005 0.017 2.647 0.000 0.000 2.417 0.016 0.016 0.0 0.0 A:J97 960 0.005 0.017 2.663 0.000 0.000 2.433 0.016 0.016 0.0 0.0 rn z en 98 970 0.005 0.017 2.680 0.000 0,000 2.449 0.016 0.016 0.0 0.0 C) C=99 980 0.005 0.017 2.696 0.000 0.000 2.466 0.016 0.D16 0.0 0.0 -< ceo :5:1 00 990 0.005 0.017 2.713 0.000 0.000 2.482 0.016 0.016 0.0 0.0 ~ ~ ,...., r-- = A:J = <.a rn ("") d - - - - - - - - - - - - - - - - - - - 101 1000 0.005 0.017 2.729 0.000 0.000 2.499 0.016 0.016 0.0 0.0 102 1010 0.004 0.013 2.742 0.000 0.000 2.512 0.013 0.013 0.0 0.0 103 1020 0.004 0.013 2.756 0.000 0.000 2.525 0.013 0.013 0.0 0.0 104 1030 0.004 0.013 2.769 0.000 0.000 2.538 0.013 0.013 0.0 0.0 105 1040 0.004 0.013 2.782 0.000 0.000 2.551 0.013 0.013 0.0 0.0 106 1050 0.004 0.013 2.795 0.000 0.000 2.564 0.013 0.013 0.0 0.0 107 1060 0.004 0.013 2.808 0.000 0.000 2.577 0.013 0.013 0.0 0.0 108 1070 0.004 0.013 2.822 0.000 0.000 2.591 0.013 0.013 0.0 0.0 109 1080 0.004 0.013 2.835 0.000 0.000 2.604 0.013 0.013 0.0 0.0 110 1090 0.004 0.013 2.646 0.000 0.000 2.617 0.013 0.013 0.0 0.0 111 1100 0.004 0.013 2.861 0.000 0.000 2.630 0.013 0.013 0.0 0.0 112 1110 0.004 0.013 2.874 0.000 0.000 2.643 0.013 0.013 0.0 0.0 113 1120 0.004 0.013 2.888 0.000 0.000 2.656 0.013 0.013 0.0 0.0 114 1130 0.004 0.013 2.901 0.000 0.000 2.669 0.013 0.013 0.0 0.0 115 1140 0.004 0.013 2.914 0.000 0.000 2.683 0.013 0.013 0.0 0.0 116 1150 0.004 0.013 2.927 0.000 0.000 2.696 0.013 0.013 0.0 0.0 117 1160 0.004 0.013 2.940 0.000 0.000 2.709 0.013 0.013 0.0 0.0 118 1170 0.004 0.013 2.954 0.000 0.000 2.722 0.013 0.013 0.0 0.0 119 1180 0.004 0.013 2.967 0.000 0.000 2.735 0.013 0.013 0.0 0.0 120 1190 0.004 0.013 2.980 0.000 0.000 2.748 0.013 0.013 0.0 0.0 121 1200 0.004 0.013 2.993 0.000 0.000 2.761 0.013 0.013 0.0 0.0 122 1210 0.004 0.013 3.006 0.000 0.000 2.775 0.013 0.013 0.0 0.0 123 1220 0.004 0.013 3.020 0.000 0.000 2.788 0.013 0.013 0.0 0.0 124 1230 0.004 0.013 3.033 0.000 0.000 2.801 0.013 0.013 0.0 0.0 125 1240 0.004 0.013 3.046 0.000 0.000 2.814 0.013 0.013 0.0 0.0 126 1250 0.004 0.013 3.059 0.000 0.000 2.827 0.013 0.013 0.0 0.0 127 1260 0.004 0.013 3.072 0.000 0.000 2.840 0.013 0.013 0.0 0.0 128 1270 0.004 0.013 3.086 0.000 0.000 2.853 0.013 0.013 0.0 0.0 129 1280 0.004 0.013 3.099 0.000 0.000 2.867 0.013 0.013 0.0 0.0 130 1290 0.004 0.013 3.112 0.000 0.000 2.880 0.013 0.013 0.0 0.0 131 1300 0.004 0.013 3.125 0.000 0.000 2.893 0.013 0.013 0.0 0.0 132 1310 0.004 0.013 3.138 0.000 0.000 2.906 0.013 0.013 0.0 0.0 ;g 133 1320 0.004 0.013 3.152 0.000 0.000 2.919 0.013 0.013 0.0 0.0 ,.,., 134 1330 0.004 0.013 3.165 0.000 0.000 2.932 0.013 0.013 0.0 0.0 :z ~135 1340 0.004 0.013 3.178 0.000 0.000 2.945 0.013 0.013 0.0 0.0 C> <: CC:J 136 1350 0.004 0.013 3.191 0.000 0.000 2.959 0.013 0.013 0.0 0.0 :s:: 137 1360 0.004 0.013 3.204 0,000 0.000 2.972 0.013 0.013 0.0 0.0 ~ ~ N 0 ;::c 0 = IT! (") 0 - - - - - - - - - - - - - - - - - - - 138 1370 0.004 0.013 3.218 0.000 0.000 2.985 0.013 0.013 0.0 0.0 139 1380 0.004 0.013 3.231 0.000 0.000 2.998 0.013 0.013 0.0 0.0 140 1390 0.004 0.013 3.244 0.000 0.000 3.011 0.013 0.013 0.0 0.0 141 1400 0.004 0.013 3.257 0.000 0.000 3.024 0.013 0.013 0.0 0.0 142 1410 0.004 0.013 3.270 0.000 0.000 3.038 0.013 0.013 0.0 0.0 143 1420 0.004 0.013 3.284 0.000 0.000 3.051 0.013 0.013 0.0 0.0 144 1430 0.004 0.013 3.297 0.000 0.000 3.064 0.013 0.013 0.0 0.0 145 1440 0.004 0.013 3.310 0.000 0.000 3.077 0.013 0.013 0.0 0.0 0.000 5361.354 5361.354 cuff. Total Runoff 5361.354 -0 ;:0 ..,.., . z CZ) c:> c:= <: c;g s: ~ ;:0 ..,.., ("") o ~ ,...., o o = - - - - - - - - - - - - - - - - - - - TACO BELL STORM DRAIN AREA "A" POST-DEVELOPMENT 2-YR. STORM AREA: .0.48 r--......_.'":'---: dt= P= '3.31 10 PERVIOUS AREA: CN= !61 i . 'IS= 6.393 0.2S= 1.279 IMPERVIOUS AREA: CN= 198 . :S= 0.204 O.2S= 0.041 ""..,....._._1 Tc = w= 0.500 PERVIOUS IMPERVIOUS TIME TIME RAINFALL INCREM. ACCUM. ACCUM. INCREM. ACCUM. INCREM. TOTAL INST. DESIGN INCREMENT (MINUTES) DlST RAINFALL RAINFALL RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF FLOWRATE FLOWRA TE 1 0 0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.0 0.0 2 10 0.004 0.013 0.013 0.000 0.000 0.000 0.000 0.000 0.0 0.0 3 20 0.004 0.013 0.026 0.000 0.000 0.000 0.000 0.000 0.0 0.0 4 30 0.004 0.013 0.040 0.000 0.000 0.000 0.000 0.000 0.0 0.0 5 40 0.004 0.013 0.053 0.000 0.000 0.001 0.001 0.001 0.0 0.0 6 50 0.004 0.013 0.066 0.000 0.000 0.003 0.002 0.002 0.0 0.0 7 60 0.004 0.013 0.079 0.000 0.000 0.006 0.003 0.003 0.0 0.0 8 70 0.004 0.013 0.092 0.000 0.000 0.010 0.004 0.004 0.0 0.0 9 80 0.004 0.013 0.106 0.000 0.000 0.016 0.005 0.005 0.0 0.0 10 90 0.004 0.013 0.119 0.000 0.000 0.022 0.006 0.005 0.0 0.0 11 100 0.004 0.013 0.132 0.000 0.000 0.028 0.007 0.006 0.0 0.0 12 110 0.005 0.017 0.149 0.000 0.000 0.037 0.009 0.008 0.0 0.0 13 120 0.005 0.017 0.165 0.000 0.000 0.047 0.010 0.009 0.0 0.0 14 130 0.005 0.017 0.182 0.000 0.000 0.057 0.010 0.010 0.0 0.0 15 140 0.005 0.017 0.198 0.000 0.000 0.068 0.011 0.010 0.0 0.0 16 150 0.005 0.017 0.215 0.000 0.000 0.080 0.011 0.011 0.0 0.0 17 160 0.005 0.017 0.231 0.000 0.000 0.092 0.012 0.011 0.0 0.0 18 170 0.006 0.020 0.251 0.000 0.000 0.106 0.D15 0.014 0.0 0.0 19 180 0.006 0.020 0.271 0.000 0.000 0.122 0.D15 0.014 0.0 0.0 20 190 0.006 0.020 0.290 0.000 0.000 0.137 0.D16 0.014 0.0 0.0 -ell 200 0.006 0.020 0.310 0.000 0.000 0.153 0.016 0.D15 0.0 0.0 ;::022 210 0.006 0.020 0.330 0.000 0.000 0.170 0.016 0.015 0.0 0.0 ~3 220 0.006 0.020 0.350 0.000 0.000 0.186 0.017 0.D15 0.0 0.0 :z: ~ = c::24 230 0.007 0.023 0.373 0.000 0.000 0.206 0.020 0.D18 0.1 0.0 <:: t:J::lle5 240 0.007 0.023 0.396 0.000 0.000 0.226 0.020 0.D18 0.1 0.1 s:: ;::?f8 250 0.007 0.023 0.419 0.000 0.000 0.246 0.020 0.D18 0.1 0.1 W :J> '" r- = :::c = = rn 0 Page 1 0 - - - - - - - - - -.- - - - - - - - - '27 260 0.007 0.023 0.442 0.000 0.000 0.266 0.020 0.019 0.1 0.1 28 270 0.007 0.023 0.465 0.000 0.000 0.287 0.021 0.019 0.1 0.1 29 280 0.007 0.023 0.488 0.000 0.000 0.307 0.021 0.019 0.1 0.1 30 290 0.008 0,026 0.515 0.000 0.000 0,331 0.024 0.022 0.1 0.1 31 300 '0.008 0.026 0.541 0.000 0.000 0.355 0.024 0.022 0.1 0.1 32 310 0.008 0.026 0.568 0.000 0.000 0.380 0.024 0.022 0.1 0.1 33 320 0.008 0.026 0.594 0.000 0.000 0.404 0.024 0.022 0.1 0.1 34 330 0.008 0.026 0.620 0.000 0.000 0.429 0.025 0.023 0.1 0.1 35 340 0.008 0.026 0.647 0.000 O.QOO 0.453 0.025 0.023 0.1 0.1 36 350 0.01 0.033 0.680 0.000 0.000 0.484 0.031 0.028 0.1' 0.1 37 360 0.01 0.033 0.713 0:000 0.000 0.515 0.031 0.029 . .OY 0.1 38 370 0.01 0.033 . . 0:746 0.000 0.000 0.547 0..031 0.029 0.1 0.1 39 380 0.01 0.033 .0.779 0.000 0.000 0.578 0.031.: 0.029 0.1 0.1 40 390 0.01 0.033 0.812 0.000 0.000 0.610 0.032 0.029 0.1 0.1 41 400 0.01 0.033 0.845 0.000 0.000 0.641 0.032 0.029 0.1 0.1 42 410 0.013 0.043 0.888 0.000 0.000 0.682 0.041 0.038 0.1 0.1 43 420 0.013 0.043 0.931 0.000 0.000 0.724' 0.041 0.038 0.1 0.1 44 430 0.013 0.043", 0.974 0.000 0.000 0.765 0.041 0.038 0.1 0.1 45 440 0.018 0.059 1033 0.000 0.000 0.823 0.058 0.053 0.2 0.1 46 450 0.018 0.059 1.092 0.000 0.000 0.881 0.058 0.053 0.2 0.2 47 .460 0.034 0.112 1.205 0.000 0.000 '0.990 0.109 0.100 0.3 0.2 48 470 0.054 0.178 1.383 0.002 0.002 1.165 0.175 0:160 . 0.5 0.4 49 480 0.027 0.089 1.472 0.006 0.004 1.252 0.088 0.081 0.2 0.3 50 490 0.018 0.059 .1.531 0.010 0.004 1-311 0.059" 0.054' . 0.2' 0.2 51 500 0.013 0.043 1.574 0.013 0.003 1.353 0.042 0.039 0:1 0.1 52 510 .0.013 0.043 1.617 0.017 0.004 1.395 0.042 0,039 0.1 0.1 53 .520 '0.013 '0.043 .1660 0.021 0.004 1.438 0.042 0.039 0.1 0.1 54 530 0.009 0.030 1.690 0.025 0.003 1.467 0.029 0.027 0.1 0.1 55 540 0.009 0.030 .1.719 . 0.028 0.004 1.497 0.029 0.027 0.1 0.1 56 550 0.009 0.030 1.749 0.032 0.004 '1526 0.029 0.027 0.1 0.1 57 560 '0.009 0.030 1.779 0.036 . 0.004 1.555 0.029 0.027 0.1 0.1 58 570 0.009 0..030' 1.808 0.041 '0.004 1.585 0.029 0.027 0.1 0.1' ~ 580 0.009 . 0.030 1.838 0.045 0:004 1.614 0.029 0.027 0.1 0.1 1'"60 590 0.009 0.030 1.868 0.050 0.005 1.643 .0.029 0.027 0.1 0.1 . Z ~ 600 0.009 0.030 1898 0.055 0.005 1.673 0:029 0.027 0.1 0.1 C) <:: 11::62 610 0.009 0.030 1.927 .0.060 0.005 1.702 0.029 0.027 0.1 0,1 ~ 620 0.009 0.030 1.957 0.065 0.005 1.732 0.029 0.027 0.1 0.1 W ~ l'> r- = ;;:c = <.0 I"T1 Page 2 (") d - - - - - - - - - - - - - - - - - - - 64 _630 0.009 0.030 1.987 0.071 0.006 .1.761 0.029 0.027 0.1 0.1 65 640 0.009 0.030 2.016 0.076 q.006 1.791 0.029 0.027 0.1 0.1 66 650 0.007 0.023 2.039 .0.081 0.005 1.813 0.023 0.021 0.1 0.1 67 660 0.007 0.023 2.063 0.086 0.005 1.836 0.023 0.021 0.1 0.1 68 670 0.007 0.023 2.086 0.090 0.005 .1.859 0.023 0.021 0.1 0.1 69 680 0.007 0.023 2.109 0.095 0.005 1.882 0.023 0.021 0.1 0.1 70 690 0.007 0.023 2.132 0.100 0.005 1.905 0.023 0.021 0.1 0.1 71 700 0.007 0.023 2.155 0.106 0.005 1.928 0.023 0.021 0.1 0.1 72 710 0.007 0.023 2.178 0.111 0.005 1.951 0.023 0.021 0.1 0.1 73 720 0.007 0.023 2.201 0.116 0.005 1.974 0.023 0.021 0.1 0.1 74 730 0.007 0.023 2.224 0.122 0.006 1.997 0.023 0.021 0.1 0.1 75 740 0.007 0.023 2.247 0.127 0.006 2.020 0.023 0.021 0.1 0.1 76 750 0.007 0.023 2.270 0.133 0.006 2.043 0.023 0.022 0.1 0.1 77 760 0.007 0;023 2.294. 0.139 0.006 2.066 0.023 0.022 0.1 0.1 78 770 0.006 0.020 2.313 0.144 0.005 2.085 0.020 0.018 0.1 0.1 79 780 0.006 0.020 2.333 0.149 0.005 2.105 0.020 0.018 0.1 0.1 80 790 0.006 0.020 2.353 0.155 0.005 2.125 0.020 0.018 0.1 0.1 81 800 0.006 0.020 2.373 0.160 0.005 2.144 0.020 0.018 0.1 0.1 82 810 0.006 0.020 2.393 0.165 0.005 2.164 0.020 0.Q18 0.1 0.1 83 820 0.006 0.020 2.412 0.171 0.005 2.184 0.020 0.018 0.1 0.1 84 830 0.006. 0.020 2.432 0.176 0.006 2.203 0.020 0.018 0.1 0.1 85 840 0.006 0.020 2.452 0.182 0.006 2.223 0.020 .0.019 0.1 0.1 86 850 0.006 0.020 2.472 0.188 0.006 2.243 0.020' 0.019 0.1 0.1 87 860 0.006 0.020 2.492 0.193 0.006 2.262 0.020 0.019 0.1 0.1 88 870 0.006 0.020 2.511 0.199 0.006 2.282 0.020 0.019 0.1 0.1 89 880 0.006 0.020 2.531 0.205 0.006 2.302 0.020 0.019 0.1 0.1 90 890 0.005 0.017 2.548 0.210 0.005 2.318 0.016 0.015 0.0 0.0 91 900 0.005 0.017 2:564 0.215 0.005 2.334 0.016' 0.015 0.0 0.0 92 910 0.005 0.017 2.581 0.220 0.005 2.351 0.016 0.015 0.0 0.0 93 920 0.005 0.017 2.597 0.225 0.005 2.367 0.016 0_015 0.0 0.0 94 930 0,005 0.017 2.614 0.231 0.005 2.384 0.Q16 0.015 0.0 0;0 95 940 0.005 0.017 2.630 0.236 0.005 2.400 . 0.Q16 0.Q15 . 0.0 0.0 -0 96 950 0;005 0.017 2.647 0.241 0.005 2.417 0.016 0.Q15 0.0 0,0 ;;:0 97 960 0.005 0.017 2.663 0.246 0.005 2.433 0.Q16 0.Q15 0.0 0.0 rr-w 98 970 0.005 0.017 2:680 0.252 0.005 2.449 0.016 0.015 0.0 0.0 :z CI> 0 c:= 99 980 0.005 0.017 2.696 0.257 0.005 2.466 0.Q16 0.015 0.0 0.0 <: !l:;lCI100 990 0.005 0.017 2.713 0.263 0.005 2.482 0.016 0.Q16 0.0 0.0 s:: w ~ '" = ;;:0 = Page 3 = rn (""') d - - - - - - - - - - - - - - - - - - - 101 1000 0.005 0.017 2.729 0.268 0.006 2.499 0.016 0.D16 0.0 0.0 102 1010 0.004 0.013 2.742 0.273 0.004 2.512 0.013 0.012 0.0 0.0 103 1020 0.004 0.013 2.756 0.277 0.004 2.525 0.013 0.012 0.0 0.0 104 1030 0.004 0.013 2.769 0.282 0.005 2.538 0.013 0.012 0.0 0.0 105 1040 0.004 0.013 2.782 0.286 0.005 2.551 0.013 0.012 0.0 0.0 106 1050 0.004 0.013 2.795 0.291 0.005 2.564 0.013 0.012 0.0 0.0 107 1060 0.004 0.013 2.808 0.295 0.005 2.577 0.013 0.012 0.0 0.0 108 1070 0.004 0.013 2.822 0.300 0.005 2.591 0.013 0.012 0.0 0.0 109 1080 0.004 0.013 2.835 0.305 0.005 2.604 0.013 0.012 0.0 0.0 110 1090 0.004 0.013 2.848 0.309 0.005 2.617 0.013 0.012 0.0 0.0 111 1100 0.004 0.013 2.861 0.314 0.005 2.630 0.013 0.012 0.0 0.0 112 1110 0.004 0.013 2.874 0.319 0,005 2.643 0.013 0.012 0.0 0.0 113 1120 0.004 0.013 2.888 0.323 0.005 2.656 0.013 0.012 0.0 0.0 114 1130 0.004 0.013 2.901 0.328 0.005 2.669 0.013 0.012 0.0 0.0 115 1140 0.004 0.013 2.914 0.333 0.005 2.683 0.013 0.012 0.0 0.0 116 1150 0.004 0.013 2.927 0.338 0.005 2.696 0.013 0.012 0.0 0.0 117 1160 0.004 0.013 2.940 0.343 0.005 2.709 0.013 0.012 0.0 0.0 118 1170 0.004 0.D13 2.954 0.348 0.005 2.722 0.013 0.012 0.0 0.0 119 1180 0.004 0.013 2.967 0.353 0.005 2.735 0.013 0.012 0.0 0.0 120 1190 0.004 0.013 2.980 0.358 0.005 2.748 0.013 0.012 0.0 0.0 121 1200 0.004 0.013 2.993 0.363 0.005 2.761 0.013 0.012 0.0 0.0 122 1210 0.004 0.013 3.006 0.368 0.005 2.775 0.013 0.012 0.0 0.0 123 1220 0.004 0.013 3.020 0.373 0.005 2.788 0.013 0.012 0.0 0.0 124 1230 0.004 0.013 3.033 0.378 0.005 2.801 0.013 0.012 0.0 0.0 125 1240 0.004 0.013 3.046 0.383 0.005 2.814 0.013 0.012 0.0 0.0 126 1250 0.004 0.013 3.059 0.388 0.005 2.827 0.013 0.012 0.0 0.0 127 1260 0.004 0.013 3.072 0.393 0.005 2.840 0.013 0.012 0.0 0.0 128 1270 0.004 0.013 3.086 0.398 0.005 2.853 0.013 0.012 0.0 0.0 129 1280 0.004 0.013 3.099 0.403 0.005 2.867 0.013 0.012 0.0 0.0 130 1290 0.004 0.013 3.112 0.409 0.005 2.880 0.013 0.012 0.0 0.0 131 1300 0.004 0.013 3.125 0.414 0.005 2.893 0.013 0.012 0.0 0.0 132 1310 0.004 0.013 3.138 0.419 0.005 2.906 0.013 0.012 0.0 0.0 ;g 133 1320 0.004 0.013 3.152 0.424 0.005 2.919 0.013 0.012 0.0 0.0 rn 134 1330 0.004 0.013 3.165 0.430 0.005 2.932 0.013 0.012 0.0 0.0 . 135 1340 0.004 0.013 0.435 0.005 2.945 0.013 0.012 0.0 0.0 :z en 3.178 0 c::: 136 1350 0.004 0.013 3.191 0.440 0.005 2.959 0.013 0.013 0.0 0.0 -< ocr s: 137 1360 0.004 0.013 3.204 0.446 0.005 2.972 0.013 0.013 0.0 0,0 w j;! r-.> r- = = ;::0 to rn Page 4 ("") d - - - - - - - - - - - - - - - - - - - 138 1370 0.004 0.013 3.218 0.451 0.005 2.985 0.013 0.013 0.0 0.0 139 1380 0.004 0.013 3.231 0.457 0.005 2.998 0.013 0.013 0.0 0.0 140 1390 0.004 0.013 3.244 0.462 0.005 3.011 0.013 0.013 0.0 0.0 141 1400 0.004 0.013 3.257 0.468 0.005 3.024 0.013 0.013 0.0 0.0 142 1410 0.004 0.013 3.270 0.473 0.006 3.038 0.013 0.013 0.0 0.0 143 1420 0.004 0.013 3.284 0.479 0.006 3.051 0.013 0.013 0.0 0.0 144 1430 0.004 0.013 3.297 0.484 0.006 3.064 0.013 0.013 0.0 0.0 145 ,1440 0.004 0.013 3.310 0.490 0.006 3.077 0.013 0.013 0.0 0.0 71.109 4914.574 4985.684 cuft Total Runoff 4985.664 ""'C ;0 IT1 . :z en <:) c::: <: CD :s: ''':> j;! '" .-- = ;0 = <.0 IT1 0 d Page 5 - - - 0,000 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ , ~ 'V 'VV "JJ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ Time (min.) II I I I I : I I I I I I I I , I I , I I I , I I I 0.450 0.400 0.350 0.300 ~ 0.250 III - U ~ o = 0.200 0,150 0,100 0.050 TACO BELL AREA "A" 24 HR.l2-YR. STORM POST-DEVELOPMENT TOTAL RUNOFF: 4990 CU. FT. EXISTING TOTAL RUNOFF: 5365 CU. FT. RUNOFF DELTA: .375 CU, FT, P ~ J 1 \\ " ~ ;.-- ~ , , I I " I , L , - EX. DESIGN FLOW - POST-DEV. DESIGN FLOW PRE-SUBMITTAL REe'D NOV 3 2009 I I I I I I I I I I I I I I I I I I I APPENDIX E HYDROGRAPH & OUTPUT - DRAINAGE AREA liB" ,PRE-SUBMITIAL REC'D NOV 3 2009 - - - - - - - - - - - - - - - - TACO BELL SWALE AREA "B" EXISTING 2.YR. STORM AREA: 0.09 P= 3.3 dt= 10 PERVIOUS AREA: 0 CN= 30 S= 23.333 0.2S= 4.667 IMPERVIOUS AREA: 0.09 CN= 98 S= 0.204 0.2S= 0:041 Tc = 5 w= 0.500 PERVIOUS IMPERVIOUS TIME TIME RAINFALL INCREM. . ACCUM. ACCUM. INCREM. ACCUM. INCREM. TOTAL INST. DESIGN INCREMENT (MINUTES) DIST. RAINFALL RAINFALL RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF FLOWRATE FLOWRATE 1 0 0 ' 0.000 0.000 0:000 0.000 0.000 0:000 0.000 0.0 0.0 2 10 0.004 0.013 0.013 0.000 0,000 0.000 0.000 0.000 0.0 0.0 3 20 0.004 0.013 0.026 0.000 0.000 0,000 0.000 0.000 0.0 0.0 4 30 0.004 0.013 0.040 0.000 0.000 0.000 0.000 0.000 0.0 0.0 5 40 0.004 0.013 0.053 0.000 0.000 0.001 0.001 0.001 0.0 0.0 6 50 0.004 0.013 0.066 0.000 0.000 0.003 0:002 0.002 0.0 0.0 7 60 0.004 0.013 0.079 0.000 0.000 0.006 0.003 0.003 0.0 0.0 8 70 0.004 0.013 0.092 0.000 0.000 0.010 0.004 0.004 0.0 0.0 9 80 0.004 0.013 0.106 0.000 0.000 0.016 0.005 0.005 0.0 0.0 10 90 0.004 0.013 0.119 0.000 0.000 0.022 0.006 0.006 0.0 0.0 11 100 0.004 0.013 0.132 0.000 0.000 0.028 0.007 0.007 0.0 0.0 12 110. 0.005 0.017 0.149 0.000 0.000 0.037 0.009 0.009 0.0 0.0 13. 120 0.005 0.017 0..165 0.000 0.000 0.047 0.010 0.010 0.0 0.0 14 130. 0.005 0.017 -0.182 0.000 0.000 0.057 0.010 0.010 0.0 0.0 15 140 0.005 0.017 0.198 0.000 0.000 0.068 0,011 0.011 0.0 0.0 16 150 0.005 0.017 0.215 0.000 0.000 0.080 0.011 0.011 0.0 0.0 17 160 0.005 0.017 0.231 0.000 0.000 0.092 0.012 0.012 0.0 0.0 18 170 0.006 0.020 0.251 0.000 0.000 0.106_ 0.015 0.015 0.0 0.0 19 180 0.006 0.020 0.271 0.000 0.000 0.122 0.015 0.015 0.0 0.0 20 190 0:006 0.020 0.290 0.000 0:000 0.137 0.016 0.016 0.0 0.0 21 200 0.006 0.020 0.310 0.000 0.000 0.153 0.016 0.016 0.0 0.0 22 210 0.006 0.020 0.330 0:000 0.000 0.170 0.016 0.016 0.0 0.0 -023 220 0.006 0.020 0.350 0.000 0.000 0:186 0.017 0.017 0.0 0.0 ~4 230 0.007 0.023 0.373 0.000 0.000 0.206 0.020 0.020 0.0 0.0 ::z: ",25 240 0.007 0.023 0.396 0.000 0:000 0.226 0.020 0.020 0.0 0.0 C> ~26 250 0.007 0.023 0.419 0.000 0.000 0.246 0.020 0.020 0.0 0.0 <: s:: ~ ~ r-> .-- = ;:0' = <.<:> rT'1 ('") 0 - - - - - - - - - - - - -.- - - - - - 27 260 0.007 0.023 0.442 0.000 0.000 0.266 0.020 0.020 0.0 0.0 28 270 0.007 0.023 0.465 0.000 0.000 0.287 0.021 0.021 0.0 0.0 29 280 0.007 0.023 0.488 0.000 . 0.000 0.307 0.021 0.021 0.0 0.0 30 290 0.008 0.026 0.515 0.000 0.000 0.331 0.024 0.024 0.0 0.0 31 300 0.008 0.026 0.541 0.000 0.000 0.355 0.024 0.024 0.0 0.0 32 310 0.008 0.026 0.568 0.000 0.000 0.380 0.024 0.024 0.0 0.0 33 320 0.008 0.026 0.594 0.000 0.000 0.404 0.024 0.024 0:0 .0.0 34 330 0.008 0.026 0.620 0.000 0.000 0.429 0.025 0.025 0.0 0.0 35 . 340 0.008 0.026 0.647 0.000 0.000 0.453 0.025 0.025 0.0 0.0 36 350 0.01 0.033 0.680 0.000 0.000 0.484 0.031' 0.031 0.0 0.0 37 360 0.Q1 0.033 0.713 0.000 0.000 0.515 0.031 0.031 0.0 0.0 38 370 0.Q1 0.033 0.746 0.000 0.000 0.547 0.031 0.031 0.0 0.0 39 380 0.01 0.033 0.779 0.000 0.000 0.578 0.031 0.031 0.0 0.0 40 390 0.01 0.033 0,812 0.000 0.000 0.610 0.032 0.032 0.0 0.0 41 400 0.Q1 0.033 0.845 0.000 0.000 0.641 0.032 0.032 0.0 0.0 42 410 0.013 0.043 0.888 0.000 0.000 0.682 0.041 0.041 0.0 0.0 43 420 0.013 0,043 0.931 0.000 0.000 0.724 0.041 0.041 0.0 0.0 44 430 0.013 0.043 0.974 0.000 0.000 0.765 0.041 0.041 0.0 0.0 45 440 0.Q18 0.059 1.033 0.000 0.000 0.823 0.058 0.058 0.0 0.0 46 450 0.Q18 0.059 1.092 0.000 0.000 0.881 0.058 0.058 0.0 0.0 47 460 0.034 0,112 1.205 . 0.000 0.000 0.990 0.109 0.109 0.1 0.0 48 470 0.054 0.178 1.383 0.000 0.000 1.165 0.175 0.175 0.1 0.1 49 480 0.027 . 0.089 1.472 0.000 0.000 1.252 0.088 0.088 0.0 0.1 50 490 0.018 0.059 1.531 0.000 0.000 1.311 0.059 0.059 0.0 0.0 51 500 0.013 0.043 1.574 0.000 0.000 1.353 0,042 0.042 0.0 0.0 52 510 0.013 0.043 1.617 0.000 0.000 1.395 0.042 0.042 0.0 0.0 53 520 0.013 0.043 1.660 0.000 0,000 1.438 0.042 0.042 0.0 0.0 54 530 0,009 0.030 1.690 . 0.000 0.000 1.467 0.029 0.029 0.0 0.0 55 540 0.009 0.030 1.719 0.000 0.000 1.497 0:029 0.029 0.0 0.0 56 550 0.009 0.030 1.749 0.000 0.000 1.526 0.029 0.029 0.0 0.0 57 .560 0.009 0.030 1.779 0.000 0.000 1.555 0.029" 0.029 0.0 0.0 58 570 0.009 0.030 1.808 0.000 0.000 1.585 0.029 0.029 0.0 0.0 -'59 580 0.009 0.030 1.838 0.000 0.000 1.614 0,029 0.029 0.0 0.0 ~6~ 590 0.009 0.030 1.868 0.000 0.000 1.643 0.029 0.029 0.0 0.0 . :z C.6~ 600 0.009 0.030 1.898 0.000. 0.000 1.673 0.029 0.029 0.0 0.0 C> ~ 610 0.009 0,030 1.927 0.000 0.000 1.702 0.029 0.029 0.0 0.0 <: ::!:63 620 0.009 0.030 1.957 0.000 0.000 1.732 0.029 0.029 0.0 0.0 c:.<l ~ ....., .-- = ;;;0 = <.0 ,.,.., ("") d - - - - - - - - - - - - - - - - - - - 64 630 0.009 0.030 1.987 0.000 0.000 1.761 0.029 0.029 0.0 0.0 65 640 0.009 0.030 2,016 0.000 0.000 1.791 0.029 0.029 0.0 0.0 66 650 0.007 0.023 2.039 0.000 0.000 1.813 0:023 0.023 0.0 0.0 67 660 0.007 0.023 2.063 0.000 0.000 1.836 0.023 '0.023 0.0 0.0 68 670 0.007 0.023 2.086 0.000 0.000 1.859 0.023 0.023 0.0 0.0 69 680 0.007 0.023 2.109 0.000 0.000 1.882 0.023 0.023 0.0 0.0 70 690 0.007 0.023 2.132 0.000 0.000 1.905 0.023 . 0.023 0.0 0.0 71 700 0.007 9.023 2.155 0.000 0.000 1.928 0.023 0.023 0.0 0.0 72 710 0.007 0.023 2.178 0.000 0.000 1.951 0.023 0.023 0.0 0.0 73 720 0.007 0.023 2.201 0.000 0.000 1.974 0.023 0.023 0.0 0:0 74 730 0.007 0.023 2.224 0.000 0.000 1.997 0.023 0.023 0.0 0.0 75 740 0.007 0.023 2.247 0.000 0.000 2.020 0.023 0.023 0.0 0.0 76 750 0.007 0.023 2.270 0.000 0.000 2.043 0.023 0.023 0.0 0.0 77 760 0.007 0.023 2.294 0.000 0.000 2.066 0.023 0.023 0.0 0.0 78 770 0.006 0.020 2.313 0.000 0.000 2.085 0.020 0.020 0.0 0.0 79 780 0.006 0.020 2.333 0.000 0.000 2.105 0.020 0.020 0.0 0.0 80 790 0.006 0.020 2.353 0.000 0.000 2.125 0.020 0.020 0.0 0.0 81 800 0.006 0.020 2,373 0.000 0,000 2.144 0.020 0.020 0.0 0.0 82 810 0.006 0.029 2.393 0.000 . 0.000 2.164 0.020 0.020 0.0 0.0 83 820 0.006 0.020 2.412 0.000 0.000 2.184 0.020 0.020 0.0 0.0 84 830 0.006 0.020 2.432 0.000 0.000 2.203 0.020 0.020 0.0 0.0 85 840 0.006 0.020 2.452 0.000 0.000 2.223 0.020 0.020 0.0 .0.0 86 850 0.006 0.020 2.472 0.000 0.000 2.243 0.020 0.020 0.0 0.0 87 860 0.006 0.020 2.492 0.000 0.000 2.262 0.020 0.020 0.0 0.0 88 870 0.006 0.020 2.511 0.000 0.000 2.282 0.020 0.020 0.0 0.0 89 880 0.006 0.020 2.531 0.000 0.000 2.302 0.020 0.020 0.0 0.0 90 890 0.005 0.017 2.548 0.000 0.000 2.318 0.016 0.016 0.0 0.0 91 900 0.005 . 0.017 2.564 0.000 0.000 2.334 0.016 0.016 0.0 0.0 92 910 0.005 0.017 2.581 0.000 0.000 2.351 0.016 0.016 0.0 0.0 93 920 0.005 0.017 2.597 0.000 0.000 2.367 0.016 0.016 .0.0 0.0 94~ 930 0.005 . 0.017 . 2.614 0.000 0.000 2.384 0.016 0.016 0.0 0.0 95 940 0.005 0.017 2.630 0.000 0.000 2.400 0.016 0.016 0.0 0.0 '"'t:J6 950 0.005 0.017 2.647 0.000 0.000 2.417 0.016 0.016 0.0 0.0 :::t:97 960 0.005 0.017 2:663 0.000 0.000 2.433 0.016 0.016 0.0 0,0 ~8 970 0.005 0.017 2.680 0.000 0.000 2.449 0.016 0.016 0.0 0,0 :z ~ <=) C::99 980 0.005 0.017 2.696 0.000 0.000 2.466 0.016 0.016 0.0 0.0 -< ~OO 990 0.005 0.017 2.713 0.000 0.000 2.482 0.016 0.016 0.0 0.0 ~ ~ I'> = = :::0 '" rT1 (") 0 - - - - - - - - - - - - - - - - - - - 101 1000 0.005 0.017 2.729 0.000 0.000 2.499 0.016 0.016 0.0 0.0 102 1010 0.004 0.013 2.742 0.000 0.000 2.512 0.013 0.013 0.0 0.0 103 1020 0004 0.013 2.756 0.000 0.000 2.525 0.013 0.013 0.0 0.0 104 1030 0.004 0.013 2.769 0.000 0.000 2.538 0.013 0.013 0.0 0.0 105 1040 0.004 0.013 2.782 0.000 0.000 2.551 0.013 0.013 0.0 0.0 106 1050 0.004 0.013 2795 0.000. 0.000 2.564 0.013 0.013 0.0 0.0 107 1060 0.004 0.013 2.808 0.000 0.000 2.577 0.013 0.013 0.0 0.0 108 1070 0.004 0.013 2.822 0.000 0.000 2.591 0.013 0.013 0.0 0.0 109 1080 0.004 0.013 2.835 0.000 0.000 2.604 0.013 0.013 0.0 0.0 110 1090 0.004 0.013 2.848 0.000 0.000 2.617 0.013 0.013 0.0 0.0 III 1100 0.004 0.013 2.861 0.000 0.000 2,630 0.013 0.013 0.0 0.0 112 1110 0.004 0.013 2.874 0.000 0.000 2.643 0.013 0.013 0.0 0.0 113 1120 0.004 0.013 2.888 0.000 0.000 2.656 0.013 0.013 0.0 0.0 114 1130 0.004 0.013 2.901 0.000 0.000 2.669 0.013 0.013 0.0 0.0 lIS 1140 . 0.004 0.013 2.914 0.000 0.000 2.683 0.013 0.013 0.0 0.0 116 1150 0.004 0.013 2.927 0.000 0.000 2.696 0.013 0.013 0.0 0.0 117 1160 0.004 0.013 2.940 0.000 0.000 2.709 0.013 0.013 0.0 0.0 118 1170 0.004 0.013 2.954 0.000 0.000 2.722 0.013 0.013 0.0 0.0 119 1180 0.004 0.013 2.967 0.000 0.000 2.735 0.013 0.013 0.0 0.0 120 1190 0.004 0,013 2.980 0.000 0.000 2748 0,013 0.013 0.0 0.0 121 1200 0.004 0.013 2.993 0.000 0.000 2.761 0.013 0.013 0.0 0.0 122 1210 0.004 0.013 3.006 0.000 0.000 2.775_ 0.013 0.013 0.0 0.0 123 1220 0.004 0.013 3.020 0.000 0.000 2.788 0.013 0.013 0.0 0.0 124 1230 0.004 0.013 3.033 0.000 0.000 2.801 0.013 0.013 0.0 0.0 125 1240 0.004 0.013 3.046 0.000 0.000 2.814 0.013 0.013 0.0 0.0 126 1250 0.004 0.013 3.059 0.000 0.000 2.827 0.013 0.013 0.0 0.0 127 1260 0.004 0.013 3.072 0.000 0.000 2.840 0.013 0.013 0.0 0.0 128 1270 0.004 0.013 3.086 0.000 0.000 2.853 0.013 0.013 0.0 0.0 129 1280 0.004 0.013 3.099 0.000 0.000 2.867 0.013 0.013 0.0 0.0 130 1290 0.004 0.013 3.112 0.000 0.000 2.880 0.013 0.013 0.0 0.0 "131 1300 0.004 . 0.013 ' 3.125 0.000 0.000 2.893 0.013 0.013 . 0.0 0.0 132 1310 0.004 0.013 3.138 0.000 0.000 2.906 0.013 0.013 0.0 0.0 133 1320 0.004 0.013 3.152 0.000 0.000 2.919 0.013 0.013 0.0 0.0 ""tf34 1330 0.004 0.013 3.165 0.000 0.000 2.932 0.013 0.013 0.0 0.0 ;:u n135 1340 0.004 0.013 3.178 0.000 0.000 2.945 0.013 0.013 0.0 0.0 , :z C.fa6 1350 0.004 0.013 3.191 0.000 0.000 2.959 0.013 0.013 0.0 0.0 C) c:: -< 01a7 1360 0.004 0.013 3.204 0.000 0.000 2.972 0.013 0.013 0.0 0.0 s: w g '" r- = = ;0 (,.g rn 0 0 - - - - - - - - - - - - - - - - - - - 138 1370 0.004 0.013 3.218 0.000 0.000 2.985 0.013 0.013 0.0 0.0 139 1380 0.004 0.013 3.231 0.000 0.000 2.998 0.013 0.013 0.0 0.0 140 1390 0.004 0.013 3.244 0.000 0.000 3.011 0.013 0.013 0.0 0.0 141 1400 0.004 0.013 3.257 0.000 0.000 3.024 0.013 0.013 0.0 0.0 142 1410 0.004 0.013 3.270 0.000 0.000 3.038 0.013 0.013 0.0 0.0 143 1420 0.004 0.013 3.284 0.000 0.000 3.051 0.013 0.013 0.0 0.0 144 1430 0.004 0.013 3.297 0.000 0.000 3.064 0.013 0.013 0.0 0.0 145 1440 0.004 0.013 3.310 0,000 0.000 3.077 0.013 0.013 0.0 0.0 0.000 1005.254 1005.254 cuft. Total Runoff 1005.254 :z: C> <: ~ ....., = = <0 "'0 ;:::0 rn . ~ c:: ll:lClI :s:: ~ ;:::0 rT1 ("") d - - - - - - - - - - - - - - - - - - - TACO BELL SWALE AREA "B" POST-DEVELOPMENT 2-YR. STORM AREA: };0:09 P= :3:3 -1 dt= 10 PERVIOUS AREA: :::0:06 CN= 61:. ....:;1S= 6.393 0.2S= 1.279 IMPERVIOUS AREA: ::0:03 CN= i98" :. S= 0.204 0.2S= 0.041 ,,----. --- ~.....~ Tc = w= 0.500 PERVIOUS IMPERVIOUS TIME TIME RAINFAll INCREM. ACCUM. ACCUM. INCREM. ACCUM. INCREM. TOTAL INST. DESIGN INCREMENT (MINUTES) DIST RAINFAll RAINFAll RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF FlOWRATE FlOWRA TE 1 0 0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.0 0.0 2 10 0.004 0.013 0.013 0.000 0.000 0.000 0.000 0.000 0.0 0.0 3 20 0.004 0.013 0.026 0.000 0.000 0.000 0.000 0.000 0.0 0.0 4 30 0.004 0.013 0.040 0.000 0.000 0.000 0.000 0.000 0.0 0.0 5 40 0.004 0.013 0.053 0.000 0:000 0.001 0.001 0.000 0.0 0.0 6 50 0.004 0.013 0.066 0.000 0.000 0.003 0.002 0.001 0.0 0.0 7 60 0.004 0.013 0.079 0.000 0.000 0.006 0.003 0.001 0.0 0.0 8 70 0.004 0.013 0.092 0.000 0.000 0.010 0.004 0.001 0.0 0.0 9 80 0.004 0.013 0.106 0.000 0.000 0.Q16 0.005 0.002 0.0 0.0 10 90 0.004 0.013 0.119 0.000 0.000 0.022 0.006 0.002 0.0 0.0 11 100 0.004 0.013 0.132 0.000 0.000 0.028 0.007 0.002 0.0 0.0 12 110 0.005 0.017 0.149 0.000 0.000 0.037 0.009 0.003 0.0 0.0 13 120 0.005 0:017 0.165 0.000 0.000 0.047 0.010 0.003 0.0 0.0 14 130 0.005 0.017 0.182 0.000 0.000 0.057 0.010 0:003 0.0 0.0 15 140 0.005 0.017 0.198 0.000 0.000 0.068 0.011 0:004 0.0 0.0 16 150 0.005 0.017 0.215 0.000 0.000 0.080 0.011 0.004 0.0 0.0 17 160 0.005 0.017 0.231 0.000 0.000 0.092 0.012 0.004 0.0 0.0 18 170 0.006 0.020 0.251 0.000 0.000 0.106 0.015 0.005 0.0 0.0 19 180 0.006 0.020 0.271 0.000 0.000 0.122 0.015 0.005 0.0 0.0 20 190 0.006 0.020 0.290 0.000 0.000 0.137 0.Q16 0.005 0.0 0.0 21 200 0.006 0.020 0.310 0.000 0.000 0.153 0.016 0:005 0.0 0.0 22 210 0.006 0.020 0.330 0.000 0.000 0:170 0.016 0.005 0.0 0.0 2b 220 0.006 0.020 0.350 0.000 0.000 0:186 0.017 0.006 0.0 0.0 :24::1 230 0.007 0.023 0.373 0.000 0.000 0.206 0.020 0.007 0.0 0.0 rrt ~, 240 0.007 0.023 0.396 0.000 0.000 0.226 0.020 0.007 0.0 0.0 Z C> '26: 250 0.007 0.023 0.419 0.000 0.000 0.246 0.020 0.007 0.0 0.0 -< CCiI :s: w ~ ....., r- Page 1 = = :;;c to rrt ("") r-'i - - - - - - - - - - - - - - - - - - - - 27 260 0.007 0.023 0.442 0.000 0.000 0.266 0.020 0.007 0.0 0.0 28 270 0.007 0.023 0.465 0.000 0.000 0.287 0.021 0.007 0.0 0.0 29 280 0.007 0.023 0.488 0.000 0.000 0.307 0.021 0.007 0.0 0.0 30 290 0.008 0.026 0.515 0.000 0.000 0.331 0.024 0.008 0.0 0.0 31 300 0.008 0.026 0.541 0.000 0.000 0.355 0.024 0.008 0.0 0.0 32 310 0.008 0.026 0.568 0.000 0.000 0.380 0.024 0.008 0.0 0.0 33 320 0.008 0.026 0.594 0.000 0.000 0.404 0.024 0.008 0.0 0.0 34 330 0.008 0.026 0.620 0.000 0.000 0.429 0.025 0.008 0.0 0.0 35 340 0.008 0.026 0.647 0.000 0.000 0.453 0.025 0.008 0.0 0.0 36 350 0.01 0,033 0.680 0.000 0.000 0.484 0.031 0.010 0.0 0.0 37 360 0.Q1 0.033 0.713 0.000 0.000 0.515 0.031 0.010 0.0 0.0 38 370 0.01 0.033 0.746 0.000 0.000 0.547 0.031 0.010 0.0 0.0 39 380 0.01 0.033 0.779 0.000 0.000 0.578 0.031 0.010 0.0 0.0 40 390 0.01 0.033 0.812 0.000 0.000 0.610 0,032 0.011 0.0 0.0 41 400 0.01 0.033 0.845 0.000 0.000 0.641 0.032 0.011 0.0 0.0 42 410 0.013 0.043 0.888 0.000 0.000 0.682 0.041 0.014 0.0 0.0 43 420 0.013 0.043 0.931 0.000 0.000 0.724 0.041 0.014 0.0 0.0 44 430 0.013 0.043 0.974 0.000 0.000 0.765 0.041 0.014 0.0 0.0 45 440 0.018 0.059 1.033 0.000 0.000 0.823 0.058 0.019 0.0 0.0 46 450 0.018 0.059 1.092 0.000 0.000 0.881 0.058 0.019 0.0 0.0 47 460 0.034 0.112 1.205 0.000 0.000 0.990 0.109 0.036 0.0 0,0. 48 470 0.054 0.178 1.383 0.002 0.002 1.165 0.175 0.059 0.0 0.0 49 480 0.027 0.089 1.472 0.006 0.004 1.252 0.088 0.032 0.0 0.0 50 490 0.018 0,059 1.531 0.010 0.004 1.311 0.059 0.022 0.0 0.0 51 500 0.013 0.043 1.574 0.013 0.003 1.353 0.042 0.016 0.0 0.0 52 510 0.013 0.043 1.617 0.017 0.004 1.395 0.042 0.017 0.0 0.0 53 520 0.013 0.043 1.660 0.021 0.004 1.438 0.042 0.017 0.0 0.0 54 530 0.009 0.030 1.690 0.025 0.003 1.467 0.029 0.012 0.0 0.0 55 540 0.009 0.030 1.719 0.028 0.004 1.497 0.029 0.012 0.0 0.0 56 550 0.009 0.030 1.749 0.032 0.004 1.526 0.029 0.012 0.0 0.0 57 560 0.009 0.030 1.779 0.036 0.004 1.555 0.029 0.012 0.0 0.0 5~ 570 0.009 0.030 1.808 0.041 0.004 1.585 0.029 0.013 0.0 0.0 59'1:11 580 0.009 0.030 1.838 0.045 0.004 1.614 0.029 0.013 0.0 0.0 err' 590 0.009 0.030 1.868 0.050 0.005 1.643 0.029 0.013 0.0 0.0 ~6fE 600 0.009 0.030 1.898 0.055 0.005 1.673 0.029 0.013 0.0 0.0 <6g: 610 0.009 0.030 1.927 0.060 0.005 1.702 0.029 0.013 0.0 0.0 63- 620 0.009 0.030 1.957 0.065 0.005 1.732 0.029 0.013 0.0 0.0 W5;! ...., r-- c::> :::0 c::> c.a rn ("') Page 2 d - - - - - - - - - - - - - - - - - - 64 630 0.009 0.030 1.987 0.071 0.006 1.761 0.029 0.013 0.0 0.0 65 640 0.009 0.030 2.016 0.076 0.006 1.791 0.029 0.014 0.0 0.0 66 650 0.007 0.023 2.039 0.081 0.005 1.813 0.023 0.011 0.0 0.0 67 660 0.007 0.023 2.063 0.086 0.005 1.836 0.023 0.011 0.0 0.0 68 670 0.007 0.023 2.086 0.090 0.005 1.859 0.023 0.011 0.0 0.0 69 680 0.007 0.023 2.109 0.095 0.005 1.882 0.023 0.011 0.0 0.0 70 690 0.007 0.023 2.132 0.100 0.005 1.905 0.023 0.011 0.0 0.0 71 700 0.007 0.023 2.155 0.106 0.005 1.928 0.023 0.011 0.0 0.0 72 710 0.007 0.023 2.178 0.111 0.005 1.951 0.023 0.011 0.0 0.0 73 720 0.007 0.023 2.201 0.116 0.005 1.974 0.023 0.011 0.0 0.0 74 730 0.007 0.023 2.224 0.122 0.006 1.997 0.023 0.011 0.0 0.0 75 740 0.007 0.023 2.247 0.127 0.006 2,020 0.023 0.011 0.0 0.0 76 750 0.007 0.023 2.270 0.133 0.006 2.043 0.023 0.011 0.0 0.0 77 760 0.007 0.023 2.294 0.139 0.006 2.066 0.023 0.012 0.0 0.0 78 770 0.006 0.020 2.313 0.144 0.005 2.085 0.020 0.010 0.0 0.0 79 780 0.006 0.020 2.333 0.149 0.005 2.105 0.020 0.010 0.0 0.0 80 790 0.006 0.020 2.353 0.155 0.005 2.125 0.020 0.010 0.0 0.0 81 800 0.006 0.020 2,373 0.160 0.005 2.144 0.020 0.010 0.0 0.0 82 810 0.006 0.020 2.393 0.165 0.005 2.164 0.020 0.010 0.0 0.0 83 820 0.006 0.020 2.412 0.171 0.005 2.184 0.020 0.010 0.0 0.0 84 830 0.006 0.020 2.432 0.176 0.006 2.203 0.020 0.010 0.0 0.0 85 840 0.006 0.020 2.452 0.182 0.006 2.223 0.020 0.010 0.0 0.0 86 850 0.006 0.020 2.472 0.188 0.006 2.243 0.020 0.010 0.0 0.0 87 860 0.006 0.020 2.492 0.193 0.006 2.262 0.020 0.010 0.0 0.0 88 870 0.006 0.020 2.511 0.199 0.006 2.282 0.020 0.010 0.0 0.0 89 880 0.006 0.020 2.531 0.205 0.006 2.302 0.020 0.011 0.0 0.0 90 890 0.005 0.017 2.548 0.210 0.005 2.318 0.016 0.009 0.0 0.0 91 900 0.005 0.017 2.564 0.215 0.005 2.334 0.016 0.009 0.0 0.0 92 910 0.005 0.017 2.581 0.220 0.005 2.351 0.016 0.009 0.0 0.0 93 920 0.005 0.017 2.597 0.225 0.005 2.367 0.016 0.009 0.0 0.0 94 930 0.005 0.017 2.614 0.231 0.005 2.384 0.016 0.009 0.0 0.0 95 940 0.005 0.017 2.630 0.236 0.005 2.400 0.016 0.009 0.0 0.0 -d6 950 0.005 0.017 2.647 0.241 0.005 2.417 0.Q16 0.009 0.0 0.0 ;:097 960 0.005 0.017 2.663 0.246 0.005 2.433 0.Q16 0.009 0.0 0.0 r;"98 970 0.005 0.017 2.680 0.252 0.005 2.449 0.016 0.009 0.0 0.0 ::z: ~ c:> c=99 980 0.005 0.017 2.696 0.257 0.005 2.466 0.016 0.009 0.0 0.0 -< ~OO 990 0.005 0.017 2.713 0.263 0.005 2.482 0.016 0.009 0.0 0.0 ~ s;! r-..> r-- c::> ;;:0 c::> Page 3 <.0 ..,., n d - - - - - - - - - - - - - - - - - - - 101 1000 0.005 0.017 2.729 0.268 0.006 2.499 0.016 0.009 0.0 0.0 102 1010 0.004 0.013 2.742 0.273 0.004 2.512 0.013 0.007 0.0 0.0 103 1020 0.004 0.013 2.756 0.277 0.004 2.525 0.013 0.007 0.0 0.0 104 1030 0.004 0.013 2.769 0.282 0.005 2.538 0.013 0.007 0.0 0.0 105 1040 0.004 0.013 2.782 0.286 0.005 2.551 0.013 0.007 0.0 0.0 106 1050 0.004 0.013 2.795 0.291 0.005 2.564 0.013 0.007 0.0 0.0 107 1060 0.004 0.013 2.808 0.295 0.005 2.577 0.013 0.007 0.0 0.0 108 1070 0.004 0.013 2.822 0.300 0.005 2.591 0.013 0.007 0.0 0.0 109 1080 0.004 0.013 2.835 0.305 0.005 2.604 0.013 0.007 0.0 0.0 110 1090 0.004 0.013 2.848 0.309 0.005 2.617 0.013 0.007 0.0 0.0 111 1100 0.004 0.013 2.861 0.314 0.005 2.630 0.013 0.008 0.0 0.0 112 1110 0.004 0.013 2.874 0.319 0.005 2.643 0.013 0.008 0.0 0.0 113 1120 0.004 0.013 2.888 0.323 0.005 2.656 0.013 0.008 0.0 0.0 114 1130 0.004 0.013 2.901 0.328 0.005 2.669 0.013 0.008 0.0 0.0 115 1140 0.004 0.013 2.914 0.333 0.005 2.683 0.013 0.008 0.0 0.0 116 1150 0.004 0.013 2.927 0.338 0.005 2.696 0.013 0.008 0.0 0.0 117 1160 0.004 0.013 2.940 0.343 0.005 2.709 0.013 0.008 0.0 0.0 118 1170 0.004 0.013 2.954 0.348 0.005 2.722 0.013 0.008 0.0 0.0 119 1180 0.004 0.013 2.967 0.353 0.005 2.735 0.013 0.008 0.0 0.0 120 1190 0.004 0.013 2.980 0.358 0.005 2.748 0.013 0.008 0.0 0.0 121 1200 0.004 0.013 2.993 0.363 0.005 2.761 0.013 0.008 0.0 0.0 122 1210 0.004 0.013 3.006 0.368 0.005 2.775 0.013 0.008 0.0 0.0 123 1220 0.004 0.013 3.020 0.373 0.005 2.788 0.013 0.008 0.0 0.0 124 1230 0.004 0.013 3.033 0.378 0.005 2.801 0.013 0.008 0.0 0.0 125 1240 0.004 0.013 3.046 0.383 0.005 2.814 0.013 0.008 0.0 0.0 126 1250 0.004 0.013 3.059 0.388 0.005 2.827 0.013 0.008 0.0 0.0 127 1260 0.004 0.013 3.072 0.393 0.005 2.840 0.013 0.008 0.0 0.0 128 1270 0.004 0.013 3.086 0.398 0,005 2.853 0.013 0.008 0.0 0.0 129 1280 0.004 0.013 3.099 0.403 0.005 2.867 0.013 0.008 0.0 0.0 130 1290 0.004 0.013 3.112 0.409 0.005 2.880 0.013 0.008 0.0 0.0 131 1300 0.004 0.013 3.125 0.414 0.005 2.893 0.013 0.008 0.0 0.0 132 1310 0.004 0.013 3.138 0.419 0.005 2.906 0.013 0.008 0.0 0.0 "'ti33 1320 0.004 0.013 3.152 0.424 0.005 2.919 0.013 0.008 0.0 0.0 ~34 1330 0.004 0.013 3.165 0.430 0.005 2.932 0.013 0.008 0.0 0.0 :z: U:J35 1340 0.004 0.013 3.178 0.435 0.005 2.945 0.013 0.008 0.0 0.0 0 c:::i36 1350 0.004 0.013 3.191 0.440 0.005 2.959 0.013 0.008 0.0 0.0 -< CO' s:J37 1360 0.004 0.013 3.204 0.446 0.005 2.972 0.013 0.008 0.0 0.0 W ~ I'-> r-- = ;::0 = Page 4 = I'T1 n 0 - - - - - - - - - - - - - - - - - - - 138 1370 0.004 0.013 3.218 0.451 0.005 2.985 0.013 0.008 0.0 0.0 139 1380 0.004 0.013 3.231 0.457 0.005 2.998 0.013 0.008 0.0 0.0 140 1390 0.004 0.013 3.244 0.462 0.005 3.011 0.013 0.008 0.0 0.0 141 1400 0.004 0.013 3.257 0.468 0.005 3.024 0.013 0.008 0.0 0.0 142 1410 0.004 0.013 3.270 0.473 0.006 3.038 0.013 0.008 0.0 0.0 143 1420 0.004 0.013 3.284 0.479 0.006 3.051 0.013 0.008 0.0 0.0 144 1430 0.004 0.013 3.297 0.484 0.006 3.064 0.013 0.008 0.0 0.0 145 1440 0.004 0.013 3.310 0.490 0.006 3.077 0.013 0.008 0.0 0.0 106.664 335.085 441.748 cuft. Total Runoff 441.748 au ^' rn . ::z en c:> c::: <: CCl' :g: :...0 ~ ~ Q :;0 = !,.O ~ d Page 5 - - - I I I I 0.090 I 0.080 I I 0,070 I 0.060 I _ 0.050 Ul I - l.l - 9 I 0.040 I 0.030 I 0,020 I I 0.010 I 0.000 I I ~ TACO BELL AREA "B" 24 HR.l2-YR. STORM - POST-DEVELOPMENT TOTAL RUNOFF: 445 CU. FT. EXISTING TOTAL RUNOFF: 1010 CU. FT. RUNOFF DELTA: -565 CU. FT. ), \ / \ ; \ "- ~ / ~ ....... . ...... , , , I I I III I , , , I I I j , , ~~~~@~n~~~*~~~~~~~~~A@~~~~~~~~~@~n~~~~~~ , '" ~ 'V 'V ~ ':l '" ~ yo -J -J 'U 'U 'U \ \ V V V C!) C1l ,,~ ,,~ ,,~ <, ,,'" "\V "\v "ev ,,~ ,,\J .y. ,,'" Time (min.) - EX, DESIGN FLOW - POST-DEV. DESIGN FLOW PRE.Sl'%~ITT/lI orC'D ~OV 3 2009