Loading...
SULLIVAN N 2818 Itron Facility i1~ Taylor Engineering, Inc. LETTER 0 F TRAN S M ITTAL 108 I~Iiasion Avenue, Suite 208 , 3paknno. 1laahington 89201 DATB 509 , )t- 9~ JOH. N0. ) 828-9971 J FAX) 328-8224 / ATI'ENTION4 ~O~► TO:~ ~f~1,11UTLI T vl~1~C !i[/O/~~ RE' -•L i ~4-itJ ~'~C/L/T~ r 1rE ARB SSNDING YOU ~ATTACHED Q UNDEK 3BPARATB COVBIt VIA TSE FOLLO1RNa ITSMS: E3 SHOP DRAl1INGS x PRINTS ED PLANS CI ANALYSIS ~ SPECIFICATION3 F-1 COPY OF LSTI'n O CH1NG8 ORDER COPIB3 ~ DATB ~ N0. ~ DBSCRIPTION u T'HESB ARB 3UBMITTED AS CHBCIED HEIAl/: CJ FOR APPROVAL ApPKOVBD AS SUHMITPED Q RBSUHMTf COPTES FOx APPROVAI. I~ FOR YOUR USE ~ pppROVED AS NOTED ~ 3UHMIT COPIES FOR DISTRIHUTION / ~ ~~QUEsT~ Q RETURNSD FOR CORRECTIONS ~ RETURN . CORRBCTBD PRIN'i'S Q 808 RSVIEff AND COMW= Q . REMAR&S r- . _ - - - _ - - . • . ~ i • i , . . . ~ , " - -COPY TO SIGNBD ~ i v/ O ~ - ~ ~ • ~ Inc. Taylor Engineermg, CiV1~ ~ DeS1 'gI1 dI1d Ld.i1d PlXlnin ~ ~ 9 ~ September 24, 1990 Spokane County Engineers N. 811 Jefferson Spokane, WA 99201 R,E; Drainage Report for the Itron Facility Park.ing Area ATTN: Mr. Gary Nelson, P.E. Gentlemen: Enclosed is the Itron Site Drainage including a grading plan and calculations for the on-site grass percolation areas, drainage basins, off-site runoff, and inlet requirements. Procedures used are as outlined in the "Guidelines for Stormwater Management published by Spokane County Engineers with corrections as of 4-15-86. Our draina e plan is for the new parking lot only. However, the grass percolation areas and ywell capacities handle all runoff from the expanded parking lots at full completion. Our schedule is to completie these parking areas by November 1st, in order to begin construction on the buil.ding facility. These plans are currently under bicl. Your timely review is much appreciated. Following your review, I would be happy to answer any further questions you may have regarding this report. Sincerely, TAYLOR, ENGINEERING, INC. fll 4WA-11 Mark Aronson, P.E. Project Engineer SMl3ikmo 90-07 3 Enclousre l W. 106 Mission Ave. • Spokane, WA 99201 0 (509) 328-3371 FAX (509) 328-8224 fr ; raylor Engineermg, Inc* ~ ~ ~ Civil Design and Land Planning ~ DRAINAGE REPORT FOR THE ITRON FACILITY PARKING AREA Prepared: 5eptember 24, 1990 By: Scott Busch TAYLOR ENGINEERING, INC. West 106 Mission Avenue, Suite 206 Spokane, Washington 99201 (609) 328-3371 ',,''111/If~►~~,tr' A. A Rp ► e••....... ~O ~i . . ~ ~ . w tv; °~.`,~IS 1 ~.R~~' . ~ • . fSIONAI E~~G ' : ~ . ~ ~q~f/ W. 106 Mission Ave. • Spokane, WA 99201 0 (509) 328-3371 FAX (509) 328-8224 TABLE OF CONTENTS Project Description . . . . . . . Page 1 Soils . . . . . . . . . . Page 1 Topographic Data . . . . . . . . Page 1 Demographic Data . . . . . . . . Page 1 R,ainfall Data . . . . . . . . Page 1 Methods of Runoff Control . . . . . . Page 1 Methods of Disposal . . . . . . . Page 2 Peak Flow, Volume and Disposal Calculations . . . Page 2 Remarks . . . . . . . . . Page 3 Vicinity Map. . . . . . . . Attachment "A" Soils Map . . . . . . . . Attachment "B" Drainage Plan 208 Basin Plan ; ~br Engineering, Inc. Civil Design and Land Planning W_ 106 Mission Ave. • Spokane, WA 99201 0 (509) 328-3371 FAX (509) 328-8224 Drainage Report _ For the New Itron Facility - Proiect Description: The New Itron Facility is an expansion on the existing facility located at Spokane Industrial Park. The existing site is east of Sullivan R,oad between existing Euclid Avenue and Marietta Avenue. This report pertains to the new parking areas which are located south of the existin facility. The new office facilities are currently in the design Process and wi be submitted for approval upon completion. The paxking areas, driveways, and lawns for this portion, will be drained by overland flow to new grass percolation areas as discussed in the following pages. Soila: In accordance with Soil Survev, Snokane Countv Washin2ton, 1968 the soil is identified and categorized as: GgA - Garrison gravelly loam, classified as gravelly, rnedium textured, somewhat excessively drained soils formed in gravelly glacial deposits. GnB - Garrison Very Stony loam, classified as gravelly, med.ium textured, somewhat excessively dra.ined soils formed in gravelly glacial deposits. These soils are Type "B" soils as classified in the "Guidelines for Stormwater Management". Topp~avhic Data: The existing site slopes to the north at about a 2% raw overall grade. A 3' to 4' ridge is located along the north portion of the new parking area. The proposed site drainage now flows overland to low lying areas located around the perimeter of the proposed new parking areas. Demoerraphic Data: The proposed site as it exists presently is unpopulated. The proposed and future, new parking area will provide approximately 645 spaces. Rainfall Data: Data used is in accordance with FigLire 2, page 6-3 of the "Guidelines for StormwatEr Management", by Spokane County Engineers. A 10 year return frequency event is used since the basins are contained within the site. Methods of Runoff Control: R,unoff control of the new development is by overland flow into new grassed _ percolation areas with overflow into drywells. Grass percolation areas are , anticipated to be sodded for erosion control in the spring of 1991. Page 1 Ta34or Engineering, Inc. Civfl Design and Land Planning W. 106 Mission Ave. • Spokane, WA 99201 0 (509) 328-3371 FAX (509) 328-8224 , Methods of Disposal: Disposal will be by single or double depth drywells. They shall be Spokane County Standard 'I'ype "A" and "B", as called out on the plans with standard grates. Inlet capacity calculations are shown on sheet 18. Peak Flow, Volume, and Disposal Calculation: a. Hydrology Computations: The grassed percolation (208) areas were sized to accommodate 1/2-inch of runoff from all impervious and pervious surfaces within the site. The impervious surfaces accounted for included the proposed new parking area and future parking area. The site was d.ivided into 6 basins, "A" through "F". Drywells were sized to handle the total runoff flow in their respective basins. The Bowstring method was used to analyze the runoff in determining numbers and size of drywells. See calculations on sheets 4 through 15. b. Inlet Capacities: A Spokane County Standard grate will be used for a11 drywells. Inlet capacities are calculated to be 1.6 CFS for a flow depth of .2 feet. See calculations on sheet 18. Fortions of the parking areas will be installed with Spokane County Standard Type "A" curbs. A 2.5 curb cut will be required at the low points. Calculations are shown on sheet 16. c. Detention/Retention Storage Capacities: Grass percolation areas were calculated to hold the first 1/2-inch of runoff generated by all the impervious surfaces within the slte limits. In all cases the area provided will be larger than required. Listed below are basins together with the swale volume required and the volume provided: Basin Swale ReQuired (FT31 Swa1e Provided (FT31 A 1329 1380 I3 2148 2378 C 170 296 D 1821 1867 E 641 814 F 827 888 P age 2 Taylor Engineering, Inc. Civil Design and Land Planning W. 106 Mission Ave • Spokane, WA 99201 0 (509) 328-3371 FAX (509) 328-8224 I Remarks: The above described system of stormwater control will provide the necessary quantity a.nd quality controls, as outlined in the "Spokane County Stormwater Management Guide" for the Itron Proposed New and Future Parking Areas. i - ; Page 3 ~0r Engineering, Inc. ~ Civil Desigr► and Land Planning W. 106 Mission Ave 0 Spokane, WA 99201 0 (509) 328-3371 FAX (509) 328-8224 ~lw ~ • ~ " Taylor Engineering, Inc. _ ~ ~ . . Civil Design * and Land PlanniYig . ~ DESJQNE~oV►TF " 5 -?/-9` GHECxED- Ou11E -z" ~ F1t.E No. stIEET 4 ~ 18 BASIN ~ TOTAL AREA DEVELOPEQ FACTOR ' . (2•) ~3•) (4•) SQUARE ' RUNOFF ZYPE OF' SURF1hCE FQOTAGE CQEFFlENT ( 1 x(31 2, 5 z Z ~5J 800 ~98 . ~ . OEV'ELOPEO SUM (4) r FACTOR SUM (2) . ~ - 11ME OF CONCENTRATION: ~ INTENSITY: . ~ ~ ~ ~ RUNOFF (Q): z. swALE voLUME REQUIREn: Z J ~ i r~s7 o~ i•-n~~r~~/iora S s~ ~~1 PROJECT SWALE: ~ . ~ ~ SaTro1--n X S= 138 0~~ 329 Fr~ 61<. . - Sheet 5 of 18 BDWSTRING METNOD UETENT10Ed HASIN DESIGtJ . Prepared by , FROJECT- ITkOtJ FACITLITY TAYLUk EtJGINEEkIN6 kF15IN N0- A SkF'T. 22; IYYt► Time Increment (min) ~ 5.00 ~ Tir,e a# Gr,ncEntration (r~in) ► 5.00 ~ Outflow (c.f.1.) ~ .30.:OtdE TYFE °A° GftYWELL Be=_-iv yeaT fluw (yr) ; 10.00 : Area (acres) ► 1.51 ~ UevEir,pMd 'Ca factt►r i JJ i #1 ~ #2 #3 ~ #4 ~ #5 ~ #6 ; #1 ~ Tia,e Inc. :Tifle Inr. :Intenslity ~ Q dev. ~ V in ; Vout >>tcrage ~ imin! ; (sec) :(in.ihr.) ~ (c.f.s.) ~ (cu. ft,) ~ (cu.ft.) ~ (cu.ft.): :(#1 1 60) ~ :(AtC113) :(see below) i (D't1tilGwlK) ; (05-#6) ~ _5 .1 30u ~ 3.18 ; 2.54 ~ 10621 ! 90 1. 912); 1i1 ~ 660 ~ 1.24 1 1.86 ~ 1366 ~ 18i1 ~ Ilab~ 15 ~ 90 ~ 1.11 ; 1.47 ; 1473 ~ 17i1 ~ 1203~ 20 ~ 1100 ~ 1.45 ; 1.20 1568 ~ 364 ~ 12,68", 4 1360 CF 25 ~ 1500 ~ 1.21 ~ I.00 11 161i1 ~ 4510 ~ iibu~ iG ; 1800 ~ 1.04 ~ .86 ; 164' 1 15140 1 i lU -3, 35 ~ llittl ; ,91 ~ .76 ~ 1664 ~ 634 ~ 1034: 40 1 2400 ~ .82 ~ .68 ~ 1704 ~ 120 ; 984 : 95 ~ 1700 ~ .14 ~ .61 ~ 1122 ~ 810 ~ 911. : 50 ~ 3000 ~ .68 ~ .55 ~ 1152 ~ 900 ; $52; - " 55 ; 3300 ~ .64 ~ .53 ~ 1808 ~ 990 ~ 8i81, 60 ~ 3600 ~ .61 ~ .51 ~ 1815 ~ i(la(i ~ 195; 65 ~ 3900 ► .6 ; .50 ~ 1994 ~ 1170 ~ 8241, 70 ► 4200 ~ .58 ~ .48 ~ 2012 11 12,50 ; 812~ 75 ~ 4500 ~ .56 ~ .47 ~ 21411 1 13`O ~ 190~ 80 ~ 480u1 ; .53 ~ .44 ; 215.8 ~ 1440 ~ 7181 85 ~ 5100 ; .52 ~ .43 ~ 2247 ~ 1530 ; 711: 90 ~ 5400 ; .5 ~ .42 ~ 2285 ~ 1620 ~ 665: 95 ~ 5700 ~ .49 ~ .41 ~ 2361 ~ 1110 ~ 651, 100 ~ 6060 ~ .48 ; .40 ; 2433 ~ 1800 ~ 633. - V Vin = 1.34 1 0 iev # t fur t( Tc Virr = 0 dev t t t.3141 0 dev s Tc for t,~ Tc fizx- 17 v , • ~.x'lC • ~T/~'`~ - ~ ~ er1ugs 6 , o-. , . tgijae Taylor . nd Le,nd P1e►nn'. z~c~►g ~~U ~ . civi`1 DQgign e, _ 9 Ea~v 1(4_01 ~,D1 ~AL pRE'' p~r+ TO (4.) j~ , ~ ~ (3•~ s,N Eo ~~CTaR . DEELOP SQUARE t~ C3b ~I7) . ~pP, ~ SUM ~ - OPEO ~ ~ " SuM (2) r~ / - ~~'NC'TOR ' . • • ` ~~J~'~] ~ ~ T1oN~ OF ~ ~ rn ~ ~ • coNCE~' . . . ~ • j l'`)'~,~, . . NSIIY• ~ . ~ . IN~E 1 j Q . 3, ~ p • ~ ~bZ ~ UIRE0* yO~u~E REQ ~ SWA'~ ~ / Su 0 JEC.~ SWA~E: . •z 902 3 75 1C , 1 r ~ Vol, ~ Sheet' 7 of 18 buW5TkIN6 METHQD UtTENTIDiJ I+RSIN DES1614 Frepared by FkOJECT- 1TROia FHCILIT`r THYLOR Etd6INEEkIEJG BA51a NO- 6 SEP3. 22, 1990 Time Increaent (min) ~ 5.00 11 Tine of C:oncentratinn (min) ; `,Oi+ ; Outflow (c.f.s.) ; 1.00 'IONE-TYPE °Be DRYWELL . llesign ;ear ?lr-w b,r) ; ll►.Ul► ; Rrea (acres) ~ 2.61 ~ Pevelaped °C" factr,r ~ .62 ; #1 ~ #2 #3 ~ #4 ~ #5 ~ #6 1 #7 Time Inc. ~Time Ir►c. ~IntEnSity ~ 9 dev. ; in ~ V cut !Storage ~ (min) ; (sec) :(in.lhr.) 1 (c.f.5.) ~ (cu. tt.) ~ (cu.ft.) ~ (cu.fit.): ~M i 6(~) Is :(AiC1#3) :(5ee below) ►(ou'tf1owt#2) ~ 0516) ~ \ ! 5~ 360 ; 3.18 ~ 3.46 ~ 1593 ~ 300 ; 1293, 10 ~ bGu ~ 2.24 ~ 2.79 ~ 1960 ~ 600 ~ 1360: ~ 2378 CF - 15 ~ 900 ~ 1.71 ~ 2.21 ~ 2210 ~ 900 ~ lzl01. 20 ~ liuG ~ 1.45 ~ 1.81 ~ 2353 ~ 12.00 ~ 115,311 1ri► 1500 ; 1.21 ~ 1.51 ; 1416 ~ 1500 ~ 9I6~ iG ~ iBUO ~ 1.04 ~ 1.30 ~ 2965 ~ 18(}4 ~ 665, ~ 2100 ► .91 ~ 1.13 ~ 2497 ~ 2100 , '397~ 40 ~ 2400 1 .82 ~ 1.02 ~ 2557 1 2400 ~ 157~ 45 ~ 270(1 ; .74 .92 ~ 2584 ► 2700 ~ -f ]6► 50 ~ 360 ~ .68 ~ .85 2619 ~ 3000 ; -37 a ~ 55 ; 3 3 00 ~ .64 ~ .80 2713 ~ "Yi -1) fiv ~ -15187 ~ bt► ~ 3600 ~ .bi ; .76 ; 1814 ~ 3600 ~ -186~ 65 ► 3900 ; .5 ~ .15 ; 2492 ~ 3900 ~ -90B: 10 1 4200 1 .58 ~ ,72 ~ 3104 ~ 4200 ~ -1091: 15 ~ 95 10 6 ; .56 ~ .70 ~ 3112 ~ 4500 ; -1288~ . 86 ~ 4600 ► .53 ~ .66 ~ 3738 ~ 4800 ~ -1562: 65 ~ 5100 ~ .52 ► .65 ~ 3311 ~ 5100 t -1729; yU ~ 5400 ~ .5 ► .62 ~ 3428 ~ 5400 ~ -1972t 95 ~ SIUO ; .49 ~ .E1 ~ 3593 ; 5700 ~ -2157; 6.~l.tl~~ -235ii, 100 ; 6006 ~ .48 ~ .60 ~ 3650 ~ 0 Vi n= 1. 34# 0 d-e v X t f ur t( T c V i n = 0 d e vt t+.' 4 1 0 d e v t Tc f o r t~Tc A G1i`/, , 18 er.ng ~ r. tgineanning ~ ► Taylor d ~,'nd Pl ~ ~ ri . , a~►~~r~ ~ 1 ~,esign 'a` ~ • TA~ ~,RE1~. ~~oa v0 t4•) oR tz•~ . Rv~~ F~`CTsav~E . 3)4137 ~a yQ q/oW . . , , Z -Z- l~ SuM t . 4po M ~L9PEp SUM (2) 1 ~ o FA,CTOR 1 . ~pN; co~cE~~` ~ -~ME OF . RuNoff pLUME REQUIRED'- L , a 2 ~~,~fl swA~ y a~ ~ s r~ c~JECj Sw~``E' . -x 3 ~ . vo BOWSTkItJG METHOU Sheet 9 of 18 UETtid! 1GN bASIN UESI6td ' Prepared Gy Pkl1JECT- ITRGN FACiL1tY TAYLQk Ei1GINfER1NG BASIN ND- C SEF'T. 111 1990 Time Increment (min) ~ 5.00 ~ Time af C:oRrERtrEtiOn (Mifi) ~ 5.00 ~ Uuttlow (c.f.s.) ~ .30 1ONE TYPE 4A° DkYWELL Uesigr, year flow (pr) ~ 10.00 ~ AFed (dCi E5) ~ .4r, ~ U2VElDPed °C" foctor ~ .336 ~ ~ ~2 11 #3 ~ 84 ~ #5 ~ #6 ~ #7 ~ TiQ,e Inc. :Time Inc. ;Intensity ►G dev. ~ U in ~ V uut :StoragE ~ (Min) : (seC) ;(in./hr.) ~ (c.f.5.) ~ (cu. ft.) ~ (cu.ft.) ~ (cu,fit.): :(#1 t 60) ~ HAtCtU) Hsee belaw) ►(outflowi02) ~ (#516) ~ ' _5~ 300 1 3, iB s .52 1, 201 ; 90 ~ i I7 t?b t:F 10 11 600 2,14 ~ .36 ~ 25,5 ~ 180 ~ 751, - 15 ~ 900 ; 1.77 ~ .29 ; 281 ~ Z?(f ~ 17 ► Lii : 120Q ~ 1.95 ~ .23 ~ 306 ~ 35u ~ -54; 25 ~ 1500 ~ 1.21 ~ .10 ~ 314 ~ 4-9:1 ~ -06. 30 ~ 180f1 ~ 1.04 ~ . i; ; 320 ~ 540 ; -220; 35 ~ 2010 ; .91 ~ .15 ; 325 ; 630 ; -305; 40 ~ 2400 ► .82 ~ .iz ~ 3312 ~ 7220 ~ -338~ _ 45 ~ 2766 ~ .74 ; .12 ~ 336 ~ 8Ii► ; -474, Sl► ~ 3000 ~ .68 ~ .11 ~ 342 1 400 ~ -55911 5 5 i .s34~1~ i .64 i .1~i i Z`Z i 990 i -6~ 7 i 60 ~ 3600 ~ .61 ~ .10 ~ 366 ~ icl8t► ~ -714~ 65 ~ 39011 ~ .6 ~ .lU ; 3R-9 ; il?t► ~ -181 ~ 70 ~ 9200 ~ .58 ~ .09 404 ~ i250 ~ -855 ~ 7~ : 4`~~0 ; .56 ; .09 ; 411 ~ i3`i~ ; -Y:3~ 60 ~ 4$00 ~ .53 ~ .09 ; 421 ~ 1440 ; -1019; 85 ~ 5100 ~ .52 1 - .08 438 ; 1530 ~ -1092: 90 ~ 5400 ; 15 ~ .08 ~ 446 ; 1620 ~ -1174: 9` 11 5700 ~ .49 ~ .68 11 961 > 17i0 ~ -1249: lUU ~ 6000 ~ .4$ ; .08 ~ 414 ~ 1800 ~ -1315, i~ Vin = 1.34 1 0 dev t t-fnr t( Tc Vin = 0 dev t t+.34 1 9 dev I Tc for t? Tr i~r'zl eerlug, ocowqloo .10 or_ _ . ~e~ylor nd La~►d Planning '~e9ign ~ ~ 3r , °►'t~ TpTAL AREA « . ~4•) ~ (3•) 8#50 OR (2) . auN~ o OPED F~CT s4~~E oZ D~~~ ~ Z -Z- Z. /Ll 30 . . suM t~ ~o ~--p oPEO "C' ° suM (2) p~".kcTOR . . . ~NC~~,~~pN; ~ r ~ • T1ME aF C 2 ~ 1NT ~D . . (4)' RuN~~ ~ Q " . ~ REQviREo1• sWp,LE vQLUME Kfl ~ . . ~ I x t 5 -r . ~ . ~EC-~ Sy,~p,LE: ~ PR z f'- 9 >p~ , 9b .-t 93, x , ~ x z ~ - , 6GWSTRItdG METHOU uEiErJTIuN BRSItJ DESI6tJ Prepared by Sheet 11 of 1 FkOJECT- 1TRON fHCILITY TAYLOR ENGIP;EERItaG - 6ASIiJ idCi- U - SEFT, 12, 199(1 Tirr Incremen# (mir+) ~ 5,00 ; Time c,f Cr,ncentration (min) ~ 5.00 ; Outtlow (c.f.s.) ~ .30 !UiJt TYPE OA" DRYWELL ; UESIGn }iedi tlow (yt) ; 0,00 Area (acres) ~ 1.16 ; DEVe1opEd °G" #actor ~ .60 ~ ~ #1 ~ #2 ~ #i 1 #4 ; #5 ~ #b ~ #7 T;me Ific. :Ti@e Inc. :1i,ter;,ity 1 0 dev. 1 V in ~ V aut ;Stardge ~ (mifi) i (sE{) i( lfl.i tt('. ) i(C.1 .5. ) i(Cli. 1t. ) i (tU.1t. ) i(CU.1t.) i ; (#1 r 60) ~ ~ (A11:3#3) H;ee belowj 1(ouiilaw#8t) ~ 0516) ~ _j; 3% 6 0 ~ 3.18 ~ 2.95 ~ 1186 90 ; 1i196~ li► ~ 500 ~ 2.14 11 1.08 1. 141519 ~ i&> ; 12791, i`~ yi►iti ~ 1.11 ' 1.64 ~ 1646 ~ PLI 70 ~ 1%376 ' 20 ~ 120i1 1 1.45 ; 1..3 5 ; 1152 ~ 360 ~ 11-191; (1867 lF ~tit 1 I506 ~ 1.21 ~ 1.11 ~ 1799 ~ 450 ~ 1.345+~ zu ~ 1800 ~ 1.04 1 .97 ; • 1836 ~ 540 ~ 1296, 35 ~ 1100 ~ .9I ~ .84 ~ 1860 ~ 630 ~ iAll tLs~ 40 ~ 1400 ; .82 ~ .76 ~ 1904 ; 12(1 ~ i 184 ~ 45 ~ 2700 ~ .74 ~ .69 ~ 1924 ; 810 ~ 1114; 50 ; 3600 ~ .68 ~ .63 ~ 1957 ~ 90111 ~ 105571 - ' S~ ► 3:=t~t~ ~ .64 ~ . `g ~ 2071 ► 99t1 ~ 101 ~ 50 ; 3660 ; .bi ~ .57 ~ 2096 ~ 1080 ~ iGlb~ 65 ~ 3900 ; .6 ► .56 2218 ; 1170 ► Ii►`►E+~ 10 ~ 420(1 ~ .58 ~ .54 ~ 2315 ~ 1260 1 056: 15 ; 4400 ; .56 ~ .52 ~ 1392 ~ 1350 ~ 1042. 80 ~ 460i1 ~ .53 ~ ,49 ~ 2411 ~ 1440 ; 971 ~ 85 ~ 500 ~ .52 ~ .48 ~ 2510 ~ 1`3t~ ~ 980: 90 ~ 500 i .5 ~ .46 ~ 2553 ► 1520 ~ 93'13~ Y~ ~ 5700 ; .49 ~ .45 ; 263$ ~ 1710 ~ 91$~ 10o ; 600u ; .48 ; .a<< ; 2718 : iac►i► ; 918~ 0 U i n= 1.34 t 0 dev t t for t( T c 'Jin = 0 dev t t+ .34 1 9 dev i Tc for t) Tc ~1' ' Taylor Engineering, Inc. . . Civil Design and Land Planning , oMMrnM . DESJCNEO2z~/Z a►TE ~7-1/-~VHEqcED w4TE F1LE No. sHEET pF 1 8 BASIN E TOTAL AREA DE1/ELOPED "C' FACTOR 0 (2.) (3.) (4.) . SQUARE ' RUNOFF rME OF SURF~E _ _ FO.4IME . CQEFnENT (2) x /i 7~Q L.~-~~ z z 36 a 7.~ ~ ~ ~ . . , ~ . OEVELOPED ' C" ~ SUM (4) FitiCTOR SUM (2) ' ~ ~ ~ • S~ T1ME OF CONCENTRATION: INTENSITY:1~ 3. RUNOFF (Q): Q / ~ S SWA.LE VOLUME REQUIRED: 1~Z67 'x 3 z o~- i•-~~~'/~~/i~~~S s~ PRoJECT swALE: . 20' X V ! z 2 K . 5 BO4}STF;ING M£Tk~OD Sheet 13 of 18 DETENT1ON BASIN DESiGN ' . Preparet# by FRCaJECis ~~~ON FACILI#r TAYLOR ENGINEERIf~~ BA~IN NO- E SEFT. 22, 1990 Tile 1ic~eiient Time a# EDncentratiors (&irr) 5,00 Cut#!iDw .30 :GNE TYFE ~'V DRYWELL De=ign year fiuw (yr) t 10.60 ~ AiCe (aLreO i ,43 i Developed cLJ factar > .5i ~ ~ #11, ; #3 #5 07 ~ Time lnc, ;Ti,e Inc. :IRtensi#y ~~~ev. r V in ~ VDut Warage (min) ~ (5e~) Hin.lhr,l (cu. #t,) (cu.fk.) ; (tU.f#.)F :1.11 f 60) : l(AfUt') :(see telow) ; (rutf1o40#1! ~ (bb-A6) ~ --..-,a_-_-__-----___ - -5 ; 3il(l t 3.18 F 1.35 ~ 541 t 90 C 4`1F l0 1 600 j i+tT f r75 1 L}iFfl tl l8lf Y 74161 ~81+ liF 1 5 ~ 900 1.77 ~ .75 } 7151 ~ 27R1 F481; 20 ; 120 1.45 ; .61 ~ 7 9'~ ; 67) 60 E 431: 25 ~ 1500 ; 1.~1 E `f a 3 21 i ~ 450 } ~71: 30 ~ 190(1 ; 1104 .44 ~ B37 ~ 540 ; 297 : 35 21(Jf] ; M i . i 84$ i 6`S0 ~ 118; 4 ; 21 4 ~10 ~ ,92 ~ 135 ~ 968 ~ 72 f) ~ i~a 11 _ 4 L ~ 27ffi ~ ,74 ; ~-~1 ~ 87B ; 010 ~ 50 i 3011{.i i .69 i .21 i 8 i 9~.~0 i "7i -17 51iti` 1 ■64 F a27 4 722 ! 730 I -68i J 60 1 300 F •61 4 a26 1 756 1 1V0V I -127! 65 9 3900 F .6 1 25 1 1016 1110 ~ °1 '15 41 70 ~ 4200 ; .58 ~ .25 t 1056 ~ 12~E~ ; -104'1 l~ ~ 4~00 ; .56 ~ .24 ~ 101 i 135~ } ~ 4900 1 . `3 ~ .22 ~ 1100 144[1 } -340~ GS ~ 51t~~1 ~ .51 ~ .12 1 1145 # 153i1 ; ..~g~~ 90 ~ 5400 ~ .5 ~ .24 ~ 1164 ; 1&20 ~ -41516; 415 5700 .49 ~ .21 ; 120'3~ k i7ii] i~~ ~ 6000 ~ .46 1800 ~ -~~01, ~ tJiR z 1.114 t 0 dev t # fflr t{ Ti Vin=6tderI t+ .34 1 0 devt Tefor t~Tc , ~ ixico • • ee~'1~''~'! ~ - ~ 1"1~,1~` SHEV TeLljor ~ d Land planuing .qo ~ / ,~e9igri n . ci~l ~ ~ TA~ AREA . o~oi+ TO . , ~1 ~ • . t~•~ ~ ~Z•~ . RtIN~ FpCTQR SQV JPE 1`17I4 OE~~OP~ B~. ' fQ 4 7.C° . . ~ 9 ~ E3~ Z ~ z L. ~ ~ ~7 3 • ~ . 5~° . suM . ~LOPEp • C' - sur~ t2~ 3 ~ F~SOR . OF CaNCESTM"oN: . , 3 . f iP[~E .1 l o . . . . 00 ~ CQ~~ ~ ~ ' • ~ RuNaFF Q . t -ry► E REqUIRE~~ D :c'z~ 'efl e. l- SwAE vaLuM . ~oe~/~~5 //W~ - Y CT SwA~' ` , z PR~E• • ~ , x 1oa ~ ~ ~ ~ /lo ~ ~ , t~~ t ~ ~ • ' • . 6OWSTRING METHOD Sheet 15 of 1$ - Frepared by ' F~RUECT- ITRO14 FF1CITLITY TAYLOR EN6FNE~~~NGo BASIN kJO- F SEF'T. 21, mo Tic~~ Incfemrnt ttird ~ INe Of Goncentration (mip} ; cutflcii (c.f.s') ,30 o014E T'r'PE °Fi" ER`T'NELL Design year tlow ~yrj ~ fo.(ifj t Are7 ~dcres) ~ .90 ~ 1'eyEio~~d "C' 3ac1or i ,56 i 111 i iFL ! #3 #7 1 #5 1 06 ~ V7 j rtime Inr. ~Tize Inc. :In#ensity ~ a deve ; V in a V out :Storaye ~ - (ttifil i {Cec) (cu. ft~) 's (Cu.ft.~ i (Cu.#t.)} } (~i ~ 6[~~ C :(AV03) a (5ee belcw~ :(outf]a042) (#5-W ~ ----------------------yu_Y_--,.-,u__~----_-__-_______---------------- ° ------,_Y.,-_5 30 i 3.18 1.60 ~ 644 ~ 90 t ;5411 10 ~ 00 2.24 ; 1.13 i 743 ~ 180 ; 61~11 15 ~ 900 ~ 1.77 t .85' ~ 894 270 x 614: 888 20 I 1200 i 1■45 ~ . f3 i 75L i 3100 i 5TL i , 25 i 156D i 1.L1 i .61 i 977 i 450 i 5217i 30 i 1800 s 1.04 i .52 i • 997 i 540 i 45.7, 35 i 2i00 o M i .76 i i0l0 i 430 i 300j 40 1 2400 .82 1 .41 ~ 1034 ~ 7.210 ~ M4: 45 e 2700 i i74 F .3f I 1045 i 4io 15i' 1 3000 1 a6B P .3 'F 1 1061F 1 900 } 163! 55 I 311Kl i .64 i .32 i 1097 i q90 i 107i 60 31b01") ~ .bi ~ ,31 ~ 1139 ti ~~~ao ~ tiai L' I L}L}V A a4 I •rU } 1210 } 1I7(1 I 40F 70 i 4 2 !1[] ; .58 i .29 i 1258 i 1260 15 i 4500 i .5D i .-18 I 12~9 i 1350 8V I qa4o 1 ■5z k .27 I 1iJV7 I 144V F -l3i~ 85 i 5100 i .52 i .2& i 1363 f 1530 i -167i 70 } ~~'e400 } ■i I ■25 } La}47 7 16210 1 °2,131 75 i 5700 i ,49 i 125 i 143-j i 171D i '2771 100 ! 000 a A 1 r24 I 1476 1 15100 1 -32`I I Vifi = 1.34 # ~ dev # t #or t{ Tc Yi n = 9 dea t t + .34 # 0 dev t Tc # ar t ~ Tc Sheet 1 6 of ~ 18 . pROJECT d Sheet ~ qf a ~ te Checke . , D --~~f ~ Designed - ~ A/C x~ u ~ ~t • , lgzO o G ' 1 ~ 14- = ~ ~'Q x ~P3 ~~-r- G = • - ~ ~3• ~ ~31 I, zta o= - o " V,, CaS ~ ~ . . . c'~ = ~ • 087 j ~ a 7 ~ . ~ , tG 3 = f~ . , e t.L~ . ,~rEngine.ering) Inc. ~ ~ -ar . w C' ~ Planning . ~vil Design and ~nd . ~ ■ ;UTURE , Sheet 17 of 18 ►4NTOU R S (N.1.C) i~ ~ S-15 1 ~ ' I NSTALL~ ~ , ~ io' CU~6 CUTS 2009.3 50 ON CENTER ~ . 2009 . ♦ ~o- O NEW 208 swALE .12 -A1 80TTOM F. SWA~E ~P ~,o F f R I 010.7 EL.= 20 8. 20 o ~ . I 7.59 - • ------p- ' C 1° q '6 0 --4 ~ 6SA ~ c'<< ~0p N 8 9° ~0'00 W 101100' / •,Yo 's'p ~ - SPOKA' / ~ DIT H TYPE " 2009.3 20 9.0' TOP OF ND CA \ 2011 - ` , . , . 2009 / - - EM, ~ . ~ . xis . 2011 x;/ . ~F S ~ - 20( ' • r- ' 40' UTILI -ASEME;T %2010.5 pIT CH qpo , wER tLOWER EXISTING WATER LINE SEE ~ / ( ) 2011 .4-k , • ` r ~ E TEMPORARY DI CN ' YP) , FOR PHASE, 04 201 i.5 j i - . 2 UTILITY 8 DRAINAGE E SEMENT (TYP ) ~oIO•~ ' 20I0. r ' 35 ' ~10 /40 s ~ • . 08 . S AL ~ ~*iVEW 208 SWALE ~ , ffNOVE EX I ST. M N. I 2- A2 100 ' 80TTOM OF ~ ASP LT RI M 20 12.30 EL.= 2008.8 - I.E.2000.48 OD 4. . - - - 012 ~ 40* _ - - h e e t 18 o f 188 C~PAC-y 5-3, GRI~-E c S ~ _ . _ ~ . ~ ~ . . 2Z OPEN11NG . " ~ • - ' / • . ~ ' y . • . • • ~ ' / i ~ Q~ 3 p 3~~. . Q= CAPAG TY, cfs y ~ 5.75' P=- PF-R AETER Ff. 1Z~ . . ~ ~ . Q= 3 C 5.7 5)y 3i2- FLOW DEP-H,' f f. ~ , _ y. . . N . F 0 R y=:0. 5:f+. :0 R~M-:G- H. T ;-:-G F -,C LI R B . 5.~ 5 c 0.5)1/2. . C-0 Cf5 ~FOR o.2- 14tk Taylor Engineering, Inc. c,.u n.Wm .na i.md Plaming . ~ r A-rTACM1y1 E111T ~A Il i C!N &Y MAf' - - - ;-------~--B I ~ - ~ ~ ~ ~ PIEASANT cEwT i ~ ~ PRAIRIE i 32 34 ' 35 1 36 .1 31 i [ RETt ~ wN Ov !~vM e~~f ~ ~ .•1. Eas1 tott ~ VaU-r Vall• ! .w1r K.S. HyDh ~ z 1KIL1fn Y ~ ~ - -----~-1 AItcLEY ~ ISADENA - - Arro~n ruR a - ►~E ~ N[n ' u.. OD R ME OY I ~ _ _ r _ _ ° R 1 i C ~ ~ r _ ~ rGK1N l.l ~ 2 ON a ~ M s AMD-~ z ~RV~N n,' u 3 ` all 99216 KI RNA a , JD po c' ! 7~---•-- • i S okane lcdodrial Park po4~ T::4°~ PRO E C~' p , ~ , ~ ~ ~ br'wMa EE K FIIf11A ~ - ar - ti - - Mo• o BliCKE7E ! MAWEIt. j BUt~E ~r+~`TR- ~ Q •y an~ ~ Ci1M A ~ /100 a; Le 1e N.~► ~ r. ~i ~ 2 . 1DMiGU T Y~. ~ ii ' • ~ ~ c~ry z» i i 12 ~ 5...~. ! ~ ruie Qm ~ ` JitlQ.2~ ' Rhox . K"°'d 1, ~ •l- ' ;N~ . ~p M ,p A ~ 1 ^ yr . • _ ~ o... ~3 yo~~°`b Mc w~ --aa I 4~ e missi - - - - - -C~tDER otr3-Av~. xwEL L - - . ~ ~MAX~N ~ # _ „ _R1AXy(E ~ 57 LL E a E ~ f rr ~ ~ - ~ ~ -a S ~ Q M , ~ ~ ~ Q OESM e(tr 1 7 rR O ' DE i -g a 0 y M Ll M~L10 < BRO Rohn cat ►n0 RIN EID r.~ al`~,g~ R I A 1►`H.S I14 a~ LR, Schb Ion~ QL1Y ' LIVE hool y gh hool r• At ~ ~ t - M~ i t+ x V EY, N N ° M' A 6tadtum ~ IN ~ ~ a M ~R nIv ~ID IVERSfDE reen ~ ►r. M.S ~ ~ nn " uP. a RADALE Z ~ ,--~5~ +~w SnunA~n~r c.~ ~ nr S. m A t IND AV ~.V I~ VL t.M.~'fTJ.a~. . . m C-A ~ SHMAN a K ~ OPPORTIINIn ~ Ii2i YE._ , °W` ~ ~ x 7tl~ IIH,AYE} ~ a` ~ y.foe _ H A SIM' ~ 6 T N A V r Q g • ` 9y *w~vc ~TM~ C~..~ ~~H El~em.f N V 1T1 AV = a O 3 = pp 8 ~ oo! ostrttcer ~ ` ►ceu4~' iN- - . Gntrol K l.wK! 1 ~ - i Y ~ ivau.r n . ~ '~'j~w~.i tqk TH rlrwlly E. va H nqvc or■.~~~ rt i 3 ~ m tN ~ LlL~ ~ izrH ~ Univ~nii J 1 Migh V. - ~ AVE-M E' I~~ AVE. Totpnp _p7+~ rc We c Jr.N.B ' ~ Y - --r---- „s i •ere-tr " N • ~ a I , N 9 (10 3 7 ~ Ys`~ M,,,, o tLo 30 ' 29 € ncr svc~ ' $ 1 Z ' a 2~ jd g eR" ~ i . , ~ 9 9 2 0 6 LL~ ,.ER _l)SL x = `.[a' ~ I Chos u '~m-~ - - - E._ j .y~ C, ~ 3 ~ •~I ~ ~ I ! ~ V~h I ~inr w ~ a . Taylor Engineering, Inc. ct.u Da4V .ad Lnd Pkanint ~ A"cH1vjgJN?- MA P 50 ~L5 ~ ~ e: ~u~` ~ . , ~s. , ~ 1 y a`J~ ti:` 1 G~ CANAL' r ~ ' , , ~ J ~i ~ i ;i1 y~> ~y~ B~ f~ tp~ i~, h ~•M:+'~~~i"~/// ~,q~r:.~4Y~T~+• V~{j T n ~,~^2~~.. . -1~f- _ ~'r- ~.y` '~~K...ri'y ,6P~ ; F'e "`}~et. „ ` ~..t, ~ ~ ~ ,,{}~~t ~ C t ^~y.x,.'S ~ • u y~i~'•~ _ '}.'S~►w.Y ~l.abF w ~ . iiri~'~~ * ~rb . ~ j ''~:;zr~i~ ~~.,~..'°'f'~ ~.Y; •K~ s~'~'~~ f 1 ~.:.•a,~~~~~t'r 'r 3' i -!7~~ Ft+' v •r~. c. r ~ I ~ j ~ s 4 ~t ~ • ~ ; ~`~S~ ~ snL' "~jr's~'yt'.. M: S ' ~ ~ r 1 ~ K ~ • J~j~S~'t~l?t~ ; ;t(~`,s trQ ~X~;,L.`,. , ~ ~O , N l~ . ~~d ' •;.1~"~5 ~ ~ ~ •~"'.:~`~~~a~r+Z. '~S ~~rr ~ t f]pij f~ ~ x) r °'c~ ~~~~i,~ CP, ~ { J ~ •.•r s~T- a„ t•'"i,1. . ~ • ~ 1t . y s vr R'" ~ ~;,~"-i, t .N~1} ~ ~,....sr' a. !„R " ~ ~ cr ~ Y ~t ~ ' ~ ~,,.~.-,r , ` ~ - ~ !tt:~,_....... a . ~ ;y; i ~ , r "1~ ti'►1 %yK.t~ J~.,-~; ~,'~tl~:.' °,~•~,~}A y+,~4, 'f;f: wsc ~Yt ~.at-aL~' t•4E~~3 i~~• e a~t ~.:.U i ~ = S ~Rs~ ; h y ~ ~i ~,~,4 i ~ ~ ' j • .~if ~ .~y'y.. rr'~' _ ~ ;s~ ~-'.~ar.~ i•e ~ ''r - ~'~~i. h j ~'l~'~p ` ~ < .1 ~ t ~S ~ ,e1~-' ~i' i i 'e~~ F RS'~'~ ~T. "y ' W a ~ ` ~~;.i.~'t 1►. t ~ ~F~ ~~`•c ~ ^"i' i~ • ; ' 3 ~ d , ° ~ rt.~ ~r "'4 . .+R t' Y..y ~ ~ •►',s ~ ~ ' ` `R ; ~ ry ~i~~ .t A , ~ty&'*4 L~-':' „leli~ .~,'`F ~r~ ~'y;*;.3'.t ~~Jrt ~N a }jx .~t~ ~.a~ ~ » *,1:1~r~'L. ~v~{• ~i#R v~~ .t~'~~~.,~ . c,T. t5~'1~,~•,i` , ~r'"'9~ ;•1.'.Z: ~ ~:~!.y t•~~ ~ :k ~'4'F~'ti~. `.~r1 ~ ~~'rN_~.~',X;;,~~ ~',F~'~";r ~ , , L'.~!.z~{ a°° ~ ~.~~i:.° ',r~ -X^'~~= ikl ~y~-: i~iq'~+ t~~ ~~lyi~~, r~'~`~v`.~y~~W-~''' ,M1~ j~ .m,1 ~~.s`}'~.~,~~ ....+'-:~Si~,*;j,t'~~Z:'~~;.r,;~ 1 1'47` t~s,'1 ~:v .`3`~~ i't:• .7±:~ '4~ ~r:. ,,..•'~~45~'~ . ' , ~^~n.?, . w?'. ~ b't ~ . _ 1•+ ~ ' q~ sj V - ,,.,"~1~~1~"i~~~ ' t rrjO t ytR ' ~,'+'d S' , r~(:`l' ✓ ~ Q.{~ ~ ~ij~ x%at~~~ t T.f•'~ _yf y`,S,.'5:~.-"~'~'• ~1 i~ ~ P~yYI. . ~ y,' I •4 , [~+r' .~4~.ey7,3~+ i. ~ e•'"~t 'r•S~~-V•' ~ t .nr.. ~ . ti'~'~'p~.;i ~t~y, ~Y X'',~j~'~ ,~.48. t4~ s~ '1~~ i ~ ~V >i~~"~~`~ ~ ~ 't'<~+.';•'i~~li~~P`Kq~ •.'+\'a ,'i ~ ({~Al-~R:tiA•' 1''y~"~~ ~ :~j~.Y~~~`- .;-G- t - e . ~ 1 ~ ~~y " ' . a ~ ~ ` . . . w !{r . • , ; ~ N.i; :.~`n ~ Z a t ; ~ ~ . `•..~~r. <~~.~'•`'b P i'~z`:{.~ , . '.'y ~ ~ .,x,~'e~~- .~.c" j~ , ~t s:, , ~ y~~ s~ 6$1'~ c. s+ ~i'" "w.1:]J.y ~ V~~~rj f'~.lEq:.?.l~~,C ~ .."r i t ~ ""1r -r_.-„~,~,,e~ ~ a , • ~ •+.ws?Z'c A t' ,r, R~~~'~tu L ~,~.~~,'~~X: ~1 "•~~:`n""'+~.':{:. F i. hC'".~~ ' ~ ~'~~r ik~~~~ = t~ 'T i .t • ~;,r .f:~„" .,~;~s*~?a.n,'~~~ _ • "!4~"~: ..;:lM~;*-~_ t',;, ~ 4;=i: $•°,t„`,~5 ' ..r :~t~~ : •~"ti w ~ ~+;~~s ~ ( ~ ".~~r• ~y' 4~~ ~ite y'~ ~ ~~~Y,f.r~~~mk'.~'. S 3 L¢i. p ~ S % ; ~ ; ~ .1 ~rj~. : ~t $ ' PK~r / F • ' ! N n rjyG~ - , ~e ~ ~ ~ ~ ~ „tK i~~,,, F~~~~~},~~a: w ~~3 s,~,5~; ~nBf ~ g' ~ ' . ~r~ . ~ ,.r~~~ct~ '~e$2'' G '1"`~ ~ , ~"„~f~• 1~.'!. 4tfi~a .`~c~,.~~ { x ,y~ ~ -r1 y 5 ' ~ , r • a ~ " i -t r . - l~~ ~~~~''~M1,~,~ bY~ ~M~~ e~ y.7o:t: ~ ~ j `q• 'r -i, ~ ~.~'r, ~ ~ $ s . ~ i~i~• , f',~~i~F' 'r y ~ i ~ ~s• ~ ~ ~ ~ i - ;4, , •x ~ ; <r- ; 1'i~-~'v~'„ , ,irul Y .t>+,{ ~;+r4 r" r7 ~S • - ' ~ _ { 3 ~ ,.~a. ~;,rt', ~'+y- a.• ~ ~ , ' a:.~''~ a ' af,. '`r , 'Y,' ~Sr~: ~`a~ys, .'k3, N.tr+f• ~ .~,~~',:~'YL , 'FR4 , _r. ~ ' w. ° . y. ; F~y-~ ~ 3i~'-~ ~ 'k ~ N "s ' E :F ~ 5 . r a~~ ~ Y` . t:' et ri,,,,. ~ . , t» ~ 8 ` ,u, ~ il. " ti a ~ ~a ,~r G8 : ~ ' ~ 1►~ - ' i . ' . ~ Q.yqB ~ ~Q~ ~~t. ~ ~r it~ l~ y `s• l~~~} 1`4'y M~y~ l~ ~ ~ J y ~y '7i ` ,v • i ~e GBA' y t . t - tR ~ = ' ' ' +s~ ' , , , ~ ~ ,s Kt• i s S „ + r'. < ~ w 7;.a • rk, s`~ td ~ ts}~ t.V~~S`: C. j 4~}, .y,jt.y,,.~.• ~tt;,r '2c.~i* ~ 7C., ~ ~ a 'ic~ i' ~ t4Y.°",~~ , t ~k ~i• ~ ~ " : ~ I~ ~ • ` 5'a,~R'+• ~ h ~ ~ ~.~i~{ 1' r ~~~~6a * r ~i i~ j ' ` l k • ` • .yi • ~y. ~ ~ i ~A t~ iy~ ~f~ L 'tw2`r • + ,{L7~ ~ L~ ~A ~r -~d~~t S ~ ~ y~'~, + M~i , *':Q 4=:r~,~ ..;s , Yw.~ ,y j _ G~ ' • . * ~ ~,~i;: ~ ~'~,,<z, Q ,ryt, ;Q i~ „ .~,~•'t' ~ti ~ ~ ' ~`'@~ • . ~ ~ . .ye ii~s . $ 1~~ r'~~5 ~ ~if° ~'Jt~.Iv q ~t'y ~'k ~ ' j ~ Y . "r , • v, . ~ - s ~ ~ 7c ~'r `r.. 1 .~i~,~: 4~'1~-" ~F a _ 4 ♦ .cAA~j ~ • ~ ~ t ; " r 't" ..,,~k. •,1iy ~'~~a' ,=i ~ ~ ~ ; ~ : ~.,-+~t3 ~ ^ ' ' ~ - . .r:~• . . ~ - ~ ~ ~ t li t f ~ ' •-3 c _ _ ~ ` c.. 4~`~ J + xGS ,,a:a; h,G3'8°"~`~'~ 'y~ ~ ~ R ' ' ~ a~`~i,~~~,~~; , •,k7I►i~,ieSr"r11 ~P' _q,'~a„ • ' ~ Y' 4,~•:..*n,L~..~a~.y~ . ` A ~tti`' '~0 ~i 4 . \ ,,,~k's.. • '~,Y' ~'r~,`~~,~~~'.. F~ ~ .g` ~ e^~, v y r ~'t . ~ ~ -~r ~~~~^'i= YGr."7¢+<w'i~' - • • . . s- - .a.; ~ ~~1• e,«.~ r v ~r ='~~a~ r.t~~~• ,,,,~,:-i~„ . ~ ,L:~..:~f~`' . t ~ V-. ~t~+aw~l~sr~'a• ~ k!.° . ~e . P 'V+'. t 1l~Rn, y , ~ „ s_~ ~ •4 G6~3 ;,a..~a .~,,....i~i !`a~..: • ~a• ~ - •`S4~ti ~ ~-,y~'~' •Gn81 .,;~p'~~'.~ _ ~t~ ~ 1j'~; ~~tS!e,K,~,' •e !t.'~ , y'F~ 'j ,1 4. . ✓S f~ r, ~ `K+~~! ~q~ ^f •'1 iy ' ~ ' j4( "^r-•t, ° l ^ J:rt~i E..>. . . ~a ;,•tt~, .~1J ` ~ ~ , .=wl{'. ~~~~~i +~f ~°~'4a. :iS~;,~',~3`~~ • . ~y~rt-~' ~~tij~,'1~1"~"'~,.t.a >~.,ty.J ' : Y ~ ~r . ~ ~ t ~11 1 ~ `~.~~7, _;,T :~,a~~ • n~ i' ' t ery~1.~. p.~ .p~{~,.~~.~'~i`~'~?"a` N''y'F'' ~ 'I ~,~F,` s~ iy~`.~y. ~e "t ~ ~ • 7 1 ~i~" v~ ,~r• * r,+~ ~.•ys7 L. ~ ~'s.. j _ e.i+` 6 F :;t~ .~"t~',,`''~` ay~+,~`x ,1:='~+a~ ~ ~Cq1~e ` t''i~S . ~ Y~'~S) j y' R ~r" ~ + ` ~ • W r ~11 . ` -t M+• {ra: .,+M}~ ~ ~_s: , 4~' , . 1. • ,~.s 4~`:~t,,•.fi1 .~`•1~ ~ r`, ~ ~R•t, r a •Ll~~.~*' Yt: ;1~✓,~,.r4 .-,~.'a~~ `%1~ ' ~r"i. i, jy;'j ~[t`~'~.y,t; {Ct,~ ~ •,i~, •~er i~ ~ti+~ ` ~ , hf,J 1 :~'t x i '~1 . },1"• s+' ; y"; -'~~T~'~~~~'~ ti'~ ~ff•F~~~ . 5~.~ ; ~i s . , t r`~ ' •~a U ,.r . L } > ~~s - 1 { J'~„-y, t. y~s, . ~ f.~ .at ~ . ~t..Wr y ,~(r~• arT ~C~. T '~7 ~ p; %~~S • :,tR. •HSw'FiR ~~d~r A,~. oa~1~ jn~y•r, y• 1 ~'t Y ~ri ci_t~yt~. ~ ~ v~' i~ ~i.~ ~ ~'~t~~~~a•`~` ~U~ . ~ ~ .~:•~~r{ !4 1 ` , ''"L .s •t F`;'' ' ~ 'f'~', t' ~ ~ f ,x. . - . t ,Yr .~:~i • `'~3'' , , x. -~~1 ~s ~ S+~ y,x,•'~ ~ r•~ fi. ~ . ° r r~, vLee~ Z . ~ , +r ~ j;,. , ~ ~a~l ~ .J ctea ~ , - . .