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26139 PE-1504 SULLIVAN PARK CTR ~ . 00 DATLY CDASPACTION gEST REPORT SPUKANE COUNTY ENGINEEHS Pro3ecG Engineer $1 M 1250,1~ JE.,CA' Cont. No. ,CA,FOf3I-7 Contractor Uate Pro,j ect Name Page No. ~ of ~ - - - Rer. to tyxrIBivM eERcWr PECEN1 tRY tIENSrU P(Y ' Test 5tation arid Ptef. 55.ib Q# t. Fie1 PASSING ~e r Fie1d x 1~'ET%KS Tiio. ta C/L Grade I~teria3 a~ed IJse Opt. 1 Corr+ecte.c T~ast SIEVE Mac, ~~rr. I . ~ Test ~ Aiaat. _ i q q- _.E4~Fo 1 Q 1 a_C,. e 16.1 il -7 1 1,sZ, y_V.,C r q 1-5 z . 67 )38.3 97.7 ~ y.sZ U/L, ,s 1 AV,, ~ , 2- t-3 s It. 7 7.s ML 99. F -3 ~z ~ll-~ 1 I t~s - AV~4 955' ~ _17-4-75' I I I i 1 I I 1 I I I I I ~ ~ I I I ~ I I I I I I I I I ~ - ~ ~ ~ I I 1 I I I ~ i I REMAM: IMW= . ~ 1 ' J r a I]AILY CDA[FACPIOAI TEST REPDRT SPOKANE CL7UNTY ENGINEgB.S Pxoject Engineer $;onpsn F'll-y Cant. Na. EA F c78O Contractar Date R/rz /9d Pro,ject Name ~u.l~i r~y► pAy*/< Page No. Z o€ ~ Re€* to NO7SUTRE PFRCENT PERcENT IRiY I)MSITY FCF Test 5tation arod Ref. Sub Type of I ~t. ~ Fiel~ ~ASSIi~ I ~ Sr 6 r I Fie1d I % I~fA~iKS 1~. ta CJ'Y. Grade Material az~ ilse apt. Co~t Tes~ SIEVE Max. ~Corr. Sid.,ah. Test Max, , ~ `{reri e~'~csl~erl~r ~ JJ2- ~-Tt 0 0. G. ~rF 6,1 '4'3 6 ZZ 13~7.+[1 1`'~1-~ 2•67 I'7`~•'~ 9~3-6 > ..i~~ e~C ~ 4:r0 A dlewA M«.u4 ~ ~ ~90 ~ IYJ- y ~ 137.(, 97-C7 ~ 9' ~rn•• ~;s~5 ~r~ ~r 3 V Itn_z- I %.8 ~ I I I I ~ I f ~ , 1 ! I I f 1 1 F014M JJ1Jm= ~ w c nAILx carPACrIaN TEsT REgoRT sPoKANE cavNTY ExGzNEERs Fra,ject Engineer 5;~~Cont. ~io. ~l~~C]$C] Contractor Euer r.,,. Date 8/9/91 Praject Name Su, ~ ~ ~ Qa,.L~~~ Page No. ~ ❑f ~ -IFEif. tv -M7IS11,IM P&~GM PEFC&Y TRY DENSITY FCF Test Stat3an and Ref, sub Type of Opt. ~ Fi Il~ ~ E'ield % ~1AB[{S Nb. Cc~ CIL C~'ade lylateri.al ancl Use + t' Coi'recti ~est SIEVE A'fax. Gorr. ---9rA=:hkr- Test Mac. ~ Jqtz~ ~ 1-6 C_5 C3~ 6 59 I,~f3.f ►~+05' Z...C6 J3S ~ 96-z '>95&0J~ Z- 9~ ~ I 3•~ 133.7 - 95.1 ~ ~ ~ 5~b ~ 1 i ~ ~'j'~rt emi 3r' 13b, j J 7r 1 %u ~ ~ ►Y 'f~~ ~ f I ~ ~ ~~~rJ ~ ~ l.l.f~,] ~f~-~ ~ i I 1 f ~ ~ ~ ~ ~ I I 1 RIIQIWS: . IWP&^TM [ - OOLY C[3MP{i1CTfON TEST REPO'RT ~i w+~7~r]n ~~P ; 8Pt3KANE COUNTY ENQIpEERS ' Pralsct Englneer ~ Cont. No. EAE0~ Cantractor O' WT~..' QatP ~ ~f 67I Praject Name ftge No. ~ af ! ~ 5-q . , . Gavge Plo RgT to IpA015TURE PERGEIdT ~ QRY DE6dSIYY PCF ~est 5fatinn and F~e# Type of Percent Curve 5ub Curve Carrecteci FEe1d Passing Curve GaIculated F'$Id Avg. Nlv. to GIL Grade IVlaterial and lJse Qpt ppt Reading #4 5ievs Max Max, 'P Gr ~d ng % CQmp ReFerence ~ f`'`' q 75~ 13 ~ 4 / ~ s ~ cl7 t 5-0 ds l5d, ~ . ~ ~I I O I ~ M1r~~~6 c' ~~D 10,r ~ - 61y~ 4W q7~ I I I I I I I - I I I I I I I I I I . I I I I I I~ I I I II a I I I I~ REMAFlKS:, INSPEC GQNTRACT SC-IA • ~ DAILY COMPACTION TEST REPORT SPOKANE COUNTY ENOINEERS ProJect Enpinee~ ~~10~0 • • Cont. No. C~ 0 g'o ~ e POKANE. Contractor NTY - .1 oate g116-/9~ ~ ~ ~Q ' r.': i.~•~!. ~ ProJect Name ~-o it°•E~`~c:~,''r+, PageNo ~ of Gauge No Rei. to ~ MOISTURE PERCENT percent ~ DRY DENSITY PCF Test Station and Ref. Sub Type ot Curve No. to C/L Grade Metenal and Use Op~ CorOrpited Read ng #4 Sie e Max. CaMax.ted Field % Com Sp. Gr. Densiry Reference Reading p~ , ~3 el 5: s I (a cs13 &.1 q-p ~v,~ 13~.' o I ~ I I I I I I I I I I I I I I I I I I I I I I I I I I ~ I I I I I I I I ( I I I _ I REMARKS:, INSPECTOR CO N T R A CT OF~~~~yeG~~~O SC-1 A ~ ~ r DAIL3i COMPAL`TI4N TEST B.EPOBT 5P[iKANE C[]'UHT3f ENGINEEES Pro,j ec tEn,ginee r Cont. Na. Contractor Tiate Projec t Name Page No. r af ~ Ftef. MDL4TUliE PFWrW PEKYM IIRY d?ENSTTY PCE' ( Test Stat~can and Ref. T~ o~ 4pt. ~ F~el~ PASS~ ~ I Field I % RIIKARKS l~a. tn ~C/L Gracle 1~terSal aa~ iJse ~ ~Carrect Test ~!~4 SIE~f1E Y~. +Corr. , Std. ~a. ~'est 1Hax. I,tJ. 6NQ C."C_~ -3'l 6~r~ e I 3" ~ ~ I i I I ~ I I I ~ ~ I I ~ I~ I~ I I I I ~ ~ WPWA aFF;EGE +C?F THE CO[DNTY E1dCINEER SPOKANE COUNTY, WA.SHINGTON TO: Toin Yake FRaM : Gary Ne l.s on ~ pATL: April 9. 1991 i , SUBJECT: Indiana Ave. - Pines to Srallivan. Jim MarkSr R.A. Hanson called today to inVite us to a pre--canstruction meeting at 9:00 a.m., April 17f 1991, at their office. They have hired a contzactor and aze ready to staxt work an Zndzana between Pznes arta Sullivan. Can you please attend? ~ 6N Imn i7V1 I GI IgII irisslfs, II Icr CIV1L EiVCINEERS AND L►ANQ SURVEYL)RS M. 909 Argonne Road •S,pokane, WA 99212 (509) 926-1322 • Fax. 926-1323 TO: GG, gp-t s+rs n FE 4 f 5UB.1 ECT: T,f rn Be~-: q L aATE: 2- 1 14- z J ~ br.. ~ ~ ~oc- T"kti s r g 4-ke i`ha f' (.~.r fe r ~ ~r 0 CA.. c,►. rn e- r ~ IR• PS6 . r~.~ ~ ~ ~ra -c•+-. r> d~. w.• a r 5 ~ ~jir ~ cs : r, ~ 1 ~ ~ i A- 1; cL~ *(/1 dL ^3~uJ". ~ 1 ,n. tA- ' r ` . Slgned u . r,a." . µ'rfl~', - _ ,v-.a x-_.-y`; ~:~,':x'.•. . . _ - RECEIV`ED ~ - MAR 0 5 1992 - . . R. M. HAN+7'ON Lti,JMPA!■Y, INL. (-5M467-07400, Teleae82&s7a ~ef~5S~1S4CB42a2 '~~~t~~ `~i~F C.~i',~i~t~i~"It~ , March 4, 1992 mr. Gary Nelson 5pakane county Engineers 5pakane eounty Public Works - N. 811 ,7efferson StrQet Spakane, Washingtvn 9926(]-0180 Dear Mr. Nelsvn: Please accept thi.s letter as a►athorxzativn for Spokane Cvunty Eragineer's Department to review for approVal plans submitted to them by C].arence E. Si,mpson Engineers, Inc. on Qur taeha].f for the xe--alignment mf Indiana AVenue fram Evergreen ta McDonald Street. Sincerely, ~aMPAnrY, ir~c . . A. HANsoN C ~ rr a e A. Kx ze F]irector of Finance ~ QAK.291:tjw O SuL~tvAN ~ARK CENT~~ 30% No, lt5oq ~N~1PNA fiVENUE DRAdNA6E I~zZ,/9Z. ~ - - - - - - B A51t~-: ~t,= N 5 T A-~ 3+~5. ~2 -t 4 0. g'~ LE FT o F~- -f?•Z - - - - - -A,-5-3 --AGRE - - - - - - - -L o W__ P o I nTT C& 5 T A , l <o + 51. 6'7 - - - G3toSI88'to GGtSl.bl i2E H?~avT. z 1569.15 FT. ~E 34.5 FT• _ - - -p= - - ~~vv ~ - 4- z J 4- - - - -_~z_ - -r- q x - - - - - - ~ - - - o g ~ 0 - o- - - } -~n ~ y~ - - - - - k 4- 4- 0 ~ - ~ ~9 ~ - - ' r - - ' _ co ~ I I I ~ I I I I I ~ I I I ~ I I ~ I i I I ~ I I ~ ~ I I I ~ I ~ I I ~ I - ; - ~ - ~i- i ~ - t - ~ - 1 - ~ 1 I t I-- - I - 9437-1 iwv i ioo I,oo i ioo i ioo ~100 ~ ioo ( ioo 1100 1 roo l ioo 1 ioo 1 100 1 ioo iioo ~ loo Ijoo itoo )40•8z / ~A \ \ - \ \ 1 V V ~ ~ - - - - o o a o ~ o Q Q a o a o p. o- - -r ~JS `~~'-~~'3 ~`3 v` '~J+ `~a► `'3 ~2,~ '23 d~ ~a~ A1.So1 T`IPIGAL- GuR6 oPeNING - - - - - - - - -A'T -L--o-W--?•O+N ~ i ~ ft.--lol0-~5-1cla'~ - - - - - P~P_RY~1~L L- REp,u~~zFD ' (~0.3 cFS ou.-r~ . -u-2o8~~ S?~RAGE • - - 1~2 i-fj. ` --Z~I ~Z fT_' - - - jZE Q D - - - 1~►-N ' - - - - ~ ~~T: - - - - - - SToI2AGE- 19 34,9 4_ FT.) i,5_ FTZ~--t - ?~P Z. FT3 ~ Z1~Z 1 L ABLE ' ' Av A swA~s ~.r~ass-se~T~oa iZ(o.s)(G~z~.s Fs.` - - - - - - - - - ~ - --t- - - - - - - - - - - - - - - - - - I r ~ RAT I f]NAL FC3RMULA HYDF:OLOGY DATE = 1/22I92 DESI GIVER = K W MGMULKIN BpS I hJ B-N F'RO17EC7' NF1ME = S'1.3L.L. IVAN F'ARf~ CEIV1'EF"i L3E5CRF.FTIQIV = INDIANA AVEa SUBAREA 1= 3.53 AGRE5 SLJBAF°iER I RIJIVQFF COEFF I G I ENT = .9 TC7TAL FSRFA = 1.55 ACRES COMF'OS iTE RIJIVOF"F" iCC]EF"F C I Eh6T = .9 OVEF:1...AhIA FL..OW UALLJE~'- Ct = .15 L 34.5 N - .016 5 r , 02 CI-iAIVNEI_. FLQW VAl__lJES L 1589 Z1. = 12 Z'- _ .167 N = .016 6 , ()09 . TA = .42?6 C.O1IF'UTLLY VALUES L7LIR = 9.22 110 - 2.35 L'1C) - we24 L~f~ ~ ~ a 24 . ~ BC]WSTR ING C:ALC1lLAT IClNS nATE = z r22r~~ DEs zGNER = Ft, w MCriuLKr N BASIN S•-ni 4W4=*Fz~ PRoJEcT nrAME - SuLLIuAN PARK cEN-rER DESCRIfiTzOn~ ~ INDIANA AvEo t t Intensi ty Odev. Vi n VdLit Storage (min, ) (inn Ihr. ) 4c.fds. D ~cue +t, J (cu. ft.) [cu. +te ) 5v0 300 L,. 1 8 4a78 1760 90 1.670 9 a ¢ * 553 2A 755 3.24 2402 166 2- 2 36 1 ~ ~ ~ 600 Z.24 3. 478 2431 180 2251 15.0 9E30 1.77 2.44 2652 270 2--a~2 2-0n 0 1200 1.45 2.00 277-2 360 2412 215n 0 1500 1 a21 . 1 n 67 cBI 450 2:3 67, ,Oe C) 1800 1.04 1.43 2- E3 47 15 4 0 2707 ?5e c"J 2100 A 91 1.25 2867 6 i 0 222vy7 40. CI 2400 .82 1 . 13, 2922 720 2202 4-5. C3 2700 .74 1n 02 '2943 eI cJ 2133 a0a 0 7.00(1 .68 .94 2985 900 2085 55.0 3,Cso .64 , 8B 3074 990 2084 60.0 7,600 .61 .84 71132 1s=)80 2102 65.0 3900 .60 .92 3750 117E3 2] $0 70a0 420c) a58 . 80 7505 12-60 2245 75.0 4JIJ0 e56 .76 3583, 1 3=Jo 2 2 Lti3 eC1. C] 4800 , 5:71 R 7 ~ 7,640 1 44f.) 2200 25.0 5100 .52 .71 3730 15~ 0 2220 90a0 5400 a50 a69 7.847 1620 2227 95.0 5700 .49 .67 3973 1710 .~~..26.a 1 00. 0 6000 .48 .66 4090 1 800 2290 T}-iE E"iiAXI MUM 5TOF',Ar3E I96L4I 1. 71 4859a7 CU. FT ) ~ The t i me v-f conrentrata. on is y. "e_246;9 mi nUtES. The i3rFdeveloped f1 rrw out i s .3 c. f, s. I"Phl 4PFARo q"€'nPM i':r`]I f: ~ • BfJWSTRI NG CALCLJLAT I C11VS I7FiTE = 1 ! 22J9^ DESIGNER = k-: W MCh'ILlLk: I N BASIN B-N *9=*F FRCIJ~Cr IVAME =SL1LLT VAN PAfiK CEN'1'E€; T3ESCF;TPTICIIV = TNDIANA AVE, t t Intenszty Odev. Vxn Vrsut St.oraqe (til7.C'!. ) taeC». ) (].fl.fr46ra ) ~C.+e5. a (CLi. +t. ) (CLI. ft. ) (CL€. -Fta ) 300 71.19 4.318 1760 300 1460 9.2 ~k 557: 2.. w 15 ti a 24 2402 ..'~r57, 1848 1C). 0 600 2.24 31. 08 24.y1 600 1 8:~ 1 15.0 900 1.77 2.44 2652 90c) 1752 20. Cr 1200 1.45 2a 00 2 772' 1 2clo 1572 25,0 1500 1.21 1ntS7 2813 1500 1:171-7 710. C) 1800 1.04 1.43 2847 1800 1047 :ki. t:.3 2300 .91 1.215 2367 2100 767 40.0 240(1 .82 I . 1 7, 2922' 2400 522 45.0 2- 7 n0 .74 1 . 02 294:~ 2700 24Z 50.0 --,"000 .68 .94 29E35 3~"~Clo -15 515. Cf 37100 .64 . 88 :1,074 Z 7 0 O -226 6(=). c:) 3600 .61 .64 31 1E3 Z 76 t30 -418 65.0 3900 .60 .82 3: 50 -550 70 . Cr 4200 . 58 . 8[ ) 35C6 4 20 0 -695 75= 0 4v0('d .56 .76 35B' 4500 -917 Br)o rr 4800 .53 .73 3640 4600 -1 I60 85.0 5100 .52 .71 3750 5100 -1 =ti50 90d i ) 5400 .50 .69 3347 - 5400 - f'S5:3 95.0 57430 .49 .67 3973 5700 --1727 1 C) C). r) 6000 . 4e .66 4090 600(,7 -1910 `i"HE IIAxIML.1M 5TC#RRGE IS 1B4E3a 18661, 101 CU. FTa 9 7~e Li nie cr+ concerotr-ata ors G5 9. 224b 7,9 mi rrutc,~?s. The Undevel. oped +1 0W OLat 15 1 C. f . s. l"EN YEAR STCIRM C:ALC ~ ,5 LILL4 VRh'l ?Agr, ceN'C~r, 1u15 wa, (1509 - - - - - ' - - - - ~ ~A~ 14 O. S?- F-T._3E C~al [75s.7-9 FT. - - 65tvo To S Z+r}0. 8'z. - - - - - - - E ' A G F'-F- ~ - ~ - - A~~~-r- z _~2~~,~ - - - - - - (a3tav Rv-(o5t ss'~ ~ P4u~ P.pF'~~~~,H 0•7-`~ Ac, r- r=' - - - ~ PAV'C. 1- 60 Dr Dr'5 0f--T-' -7 Z3.Z.9 f T-' - - - - To Tti~ ~14-1 ACfxfF- - - - - - - - - - - v- - ►~~.~or - - AT i.pvV $D1fVT r S"T A. 66-h 5 I.6-7 r . 8 ~ U 0-^~-- M qr4' i/n~ ~r. 4' a° O• sy• o• 0' 0" 6' S1• ti` ~1' p' tiaKP }100 ~ yvo I tav I tiot) Pkon 1100 1100 tioo I tipq ~ iQO ~ aov ~ Ieo ~ tov ~ loQ i-d(O.82 I I I I I € I I I ; ~ I I E I I I CujtB r-%AT ~ a ~ ~ ~y ~ - - - - - ~j vMt tOle o cs o ~11 d° -tn `li'SYIE A- - - - - - - - 5 Ti k , 6 S#C7Cs ~ 'a ,5 p*=`[ wE!. t.. ' - - ~ 'S~ A - Ca G# ~ - - - - - - - ~ - - - - :5 YoIZAG'~-- f'T~_ + _ ~ ~~~~s ~ - S ~ R Jy C ~ • ►'1 0. 3 3 N vA►~a~~~ ~ ~wALV-- c.F-O.;s- se 0ri orl - - - - - r~[~.5~C6] ~ l•~ ~x - - - - - - - - - r~~'i~-~~ J. : . F;AT I ONAL FDRMuLA HYI3RCILiCkGY I7RTE = 1 I22192 I3ES I GNER = Fi W MCMULF; I N HASTN B-~S Pi;ClJL`CT NAME = SLJLLT VAN PARK CENTEF: DESCRIF'7IDIV - INDIANA A'JE;p SI.9BAREA 1= 1.67 ACRES SL3BAREA 1RLJIVOFF COCFF ECT ENT = .9 TO7AL AREA = 1 a67 ACRES GO3`1F'a5I 7E RUNC7F'F GOEFF I C I EIVT = .9 C]VERLACVL1 FLOW VALUES t - .15 L - 74.5 N - .016 5 = .02 CHAIVNEL. FI....OW VALl1ES B z r ~"rr~ ~ ~ L - 1589 G~o~ 51 • Z1 = 12 Z2 = .I67 s5$9 N .016 B _ 0 S _ .009 TD = .4388 CL7MPLJTEi] VALL~~S D1J R = 9.00 110 - 2e'8 DI~' ~ --sr d ,.~.B ~ 's BQWSTRI NG CALCULA 7' IC]N5 L3ATE =1/22092 DES IGNER = K W i"ICI"[ULFi T N BASI IV B-S FRDJECT NAME = SL1LLIVAN PARK CENTER I7ESCRIPTION ~ IIVI7FANA AVE. t t Intensity Qdev. Vzn VOLit Storage (mina ) (sec. ) [xn.Ihro ) fr.f.s. ) (CLi. ft. ) [cLka +ta ) icLt, ft. 3 5.0 300 3a 18 4e78 1921 90 18 7 1 9.0 # 340 2. 7,8 3.59 2593- 362- 2431 10.0 600 2". 24 3.37 2638 3,~~ 24,.~°i8 15.0 900 1.77 2.66 "-(383 270 2613 20.0 1200 1.45 2.IS 71016 36 c=) 2656 25.0 1500 1.21 1.82 3062 450 2612. . 10 . C1 1800 1. C14 1.56 . s 1 1 ,.r4t.t ~~t~a ~ ..swi, r) 2100 491 1 R37 7.1 i-- 6L-, 0 2493 4 Ca. 2400 . 82 I . 2-5 .;184 720 2464 45.0 2700 .74 1 a 11 3207 810 27,97 5cia C' 7100c) .68 1. 02 L-,754 9Q0 27,54 55.0 37-00 .64 .96 3'..~a 1 990 2361 60.0 3600 .61 .92 3469 1 Oe0 23139 65.0 :71900 .60 .89 3652 1 170 2482 70.0 4200 .5s .97 3821 1.260 2561 75.0 4500 a~.'S6 . E33 3901 I350 2557 8[3 a 0 4600 . 5<<:a . F30 3970 1440 2530 85d 0 5100 s.~'.a2 .77 4090 1530 2560 90.0 5400 .50 .75 4196 1 62Cr 2576 95.0 570C-) .49 .74 4Z~3:7- 1710 2 6.2 -7 10010 60(:)() .48 .72 4461 1~'3Uo 2661 THE MAXT, h1LJM STORACE x~(7661.16228841 CU. FT.) * The ti m~ concentratLtin 2 s 9. i au4478 mi nutes. The Undevel oped f1ow erut is .3 c. f.s. TEN YEAR STdRM CALC 46 r-w +l _ . _.LA~_[.►ti!._~~~-_'~~ .,~.._.~.~K...~..._._._.~ ~ ~ -~°a ~ T~ ~ ~ _ . M _ ._x_~....._.,..~:~~.....,~-~._~ --._.w._~,.~~- ~ra_z.,x.. ~'~'C:~ ...~u~.,._.. lc AeFE ~ ..~~~a. ,.w...,..~_.__..._..... a...~..~.~..... . ..~.,,,~~1,~~......~.~~..•:~.~.~.~~-~a~.•~.. ~ ~ w.~......~.~.~t~~.4 _..~...~.....Y.._..~.,..~_.,..~.~.,W:...~~~.~..a.,~...~..~..~..~~.~ ti~. ~ - ~ u , ~ ~ _ ' . . v~ ~'C~ f~f.A~,~..._~.~d~~,.~~.. py..~.., ~ ~ ~_t~7 C~..~~ ~ ,.~~~~.~-~.y _ _ . _ r , W...aw....,.,~.~......,..,...~.~.,~.,.~E...~ _ .~....~...~~,~..•.d.,...Y...~.~~..,..~...,.....~..,~,,.....,,~.,,.. ~~~`•,~~i.~~~~.,...~..Y.. 31 fT, WF-@. CeEIiI NG b'ESIr _~.,F _ , •.._~.~....4.~.~, . .,~~..,...,~:~...~~_~..:~.u..~.~,.....~,._ r.v~..~~,~..~~,.~~,r~.,_. _ _ . ._a _ ~ . , _ ~x._ ~-a.~..,~. .~.~~.~.._.~.«~,~~~s.~.,~..~~. . ~..•,~~,..Jz , .~,.F._~ - _ - - - ° - - 4 - - 4,u . , W._...y_.._ o ~ ~ , ~ : ~ ~ ~ ~ . . ~ ~ ~.,..~..w.,....~w..v. ,..,~p.,z....~:~,.,~,~. ,,..-~..,~,.~...,.-.~....-.:..u.~v.~.._ . .Y,,,.~,.~...~._~~~~} . 3,....,~ ~.,,...y ,F , _ ~Lw1r...~.,~...,v..~....~.~...~..k..~..~.~~.,...~~...~a...~..,~>.~.~,..~.~.,.~...~_~~..~~ , ~,,......K....~..~ w ,_-.,~..w..~.,...,.F...,..~..,~r„ v....~~.... ,...,..~.~...,..~~~.gW,.~~,..~... ~~,...w.~,...~.,....~..~....,,............. ,Hw...~nu.~,..~...,~.,,..~_..,..~.~.,.. -..k~.~. f...~`.~......~ _ ..~..,x.r ..,...,....,.s.~,.~..~...,..,~>,..,..~.,~~.._,,,w,......~~.;h.,..u,~.P..~.~.~~.........~.~.~...~..~...,..~,~~.,,..~.._.,~.~,.~~.~,.:...,._,w,..x.~..,,~,.,~..._..~~~.,~,..~,,...~..~__.x~...__~~._._.. . , „ e _ • . . • . , , ~ F,AT IUI'dAL FC]Fil`11JLR F°1'a'DRC3L..OGY i]-NTE = 1 1/ J, 7i c`3. 9 DCS T CilklEh = K W h'iCMIJLF: I Vd BF1SI IS! B-S F'I;OJEC7 NAC'1E =SL1LLIVAN i='AR[" CLNTEh yY~• (a'!~+oo 'Ta 65#^00 pL.u5 A'PF'tzuNc-li IiEISCF-~' IPTION =INT) T F#NA HVI= a.=UBr'1- FiEi 1= .29 ACRES SI..1E(AREA I RlJNOF'F COEF°F IL'`,' T iLiJI` = ~°'r CQI"'fPOSITE FiLlIVOFF COEFF I[: IEP•IT = ~ 9 i❑Trr1- L i f-{Eri = .29 RCF;CS OVEFiL.rwi`JD F-LC]W VnLUEs Ct = . J5 L N _ .016 a , rs:w ~~~~~L F~OW VALUES _ • . _ L ° 2S;T [ ) %I I:'_ Z2 - . 16s , . N = . 016 B - ' fa . ~ - . CeCFq TI) 2 ~~5 4 ' ' . COi !F'LlTED VAl_UES D [J R - ...f m 00 I1 _ •1 Ia . _ , , . 0 10 f~ F's o • - ' ' i ~ ~ ~I•~.Ql~ PGV'"tirl DF FL-gW O~- tiRLe Y d Cp- 39 0 ~(v D. QA(o 5.2r I ~ (ASE DPs"I N 6 , , . „ . ' ~ , BOW.'rTF', P`•1G GAL.CLlI_AT I CiNS 1 I/ 17189 DESIGNER,_ I` W MGMULKIIV BAS1PJ B-5 . F'F}O)wTECT NAME = GLIL! ivAN N~~RK' CLNTER ' • . DESCF~T 1=1° I 0N= l: ND], AN Fl AJ E; t t In ter, si ty G?dev. Vi rc Vtaf_t t Sturaqe r~. 3 ,5~;Sac. 'i f i nw Ih r. 3 (C n ~ ) ` fCLJ. ft. 3 {cU. i ts ) tCu, f t. ~ ~.~i 10 8 . , 71 7•-4 90 244 1c). 0 600 2.2$ o,.~a~ 41 r) =f7 [ s VC-rt_) 1.77 .46 4 6 270 197 20. Ca 1 :200 1 =1 =a 9ti~ 1 = 3c, . , . . 1500 . 1.21 • . 72 A 5C_) 56 - I e0o I u ee}•T .27 516 ~4 0 a ~ a~=o '2 1i).91 .214 b -1 07 40.0 240I1 . 2 , .21 ; . 5~:.5 7 isj °135 4 -J. C) 2 700 , 7ak . . .19 5 4 1 2 10 -~'69 150 Y 0 ;~CJCr0 n68 . w le 5 5 1 gc143 JJ. 0 d 7[1f_1 .64 17 568 99cf . • [ 60. i.) i6 i ) 0 u61 . 16 5E39 1080 -491 65. t) :~90c_a . bo .16 ~ 6"" 1 1 170 -5 4 i ' ~ u 4200 . 5je .15 6 5 1 1260 •_609 . 715 . t s 4500 a 14 667 1 e 5Cs --68e - . . , • e0.0 48Cso . 14 s 676-- - -1 44C) ' -762 0~. ~ y 51 ~ ~Q . . 17 699 1 5.-;C' --e^sZ, I 90 e C' 5 .7 C) i=) ' , i;] . 1-7 • 718 1 620 °902 915a0 5700 A4~'i . 1 74 2 171C) -_960 100.C1 6000 ' .+48._ .1,:764• 3,E300 THE Mi-"iiIP'9Llf'i STC1RAGE !a ~24.»y.Ea..'a196'CLI, FT-:. . 1"I-ie time af coricenl:r°Mtx an iw; mr nutes. ' "d"h=~ Uridwvel ~peed 4 low ai_i t i s c.~+ ~ . 7"EN i'Fe0iFi S7'L7Rrl Crr1L_C SU 1-L IvAN ~AFZ~ CENTER 3og nlo, IISo9 I SNDtANA AVENUE ARAINAGE l~Zi/92- - - - ~ (KWVA) - gA51N G~ N - STA- 82+4o.g~TC 9_0 ~f-zl .3 o'/I - LE FT °F ~C- - - G-S S'TA•,S7- t40.$L!-ro 9q-:t21.30 tt►GHT --A Pi~vT, 2 ✓~~~0,48 gT. ~e ~4•5 FT- Z~o~`12G. S(o~?,z - - O. ~Z✓AcRF- l-oW QoiNT @ S-fA. 8lot53.'10-/ - A-PPVT , z IZ. FT. A- 3_'E-• 5 FT•_ z 14,244, 3l0~ T,Z . ~ 87-+40,&7- To 86#53.10 - 0.33 AGREr APAvT. Z 36'I•Go ~T. ~ 34.5 FT. ~--lZ~lvgZ.Z F'T.Z - $(nt-53.'O To 9o+zI.3o 0.Z9 AcRs - - - w p; - ~ S J 3: - - ---p-- - - o - - o - 0~ r M o p o M$ o ~ ~ + } 4- N M ~ ~ r o p 00 co ~ 0- 6- I - - ~ -I - - --4 ~ - t ~ - - i 59A81 lo-o I00 ~}I010 j loo ~ lo~ ~ Ioo I21,30 ~ 2 c~ ~w0 y}+ - - A~,s o, TYP ic-r+L c.uCze OPIeNIN 6 - - ~"a~--- --AT/LoW Poi1JT~STA• 6 G+53.'1~ _ ORAGE -12o✓FT.7' STORAC~E _ _ ftEC,2u►R~D (0.3 cFS oUc) - ~ Zogu SToRAGE --Z~o192o•S6 FTz ~c ~Z ~N' z ✓\~ZZ ¢'~•3 - - 5'CoRA6e • 0.48 f'~• 2 3 C1 ~3 ) C t.s FiL) I no FT. t t_z.i > '7Zo Ad A% L. ABl..rc ` swA~E cRoss-SBC,TVoN ~ 1 RATTOIVAL_ FOFP'IIJLA HYDFiOLCIrY DA7'E = 1/22/92 DES L GNEF; = k' W MCMULk; IN BAS I N C--N C1R C-S I°'kOJECT NFaME .iL1L.LIUAN FARF; CE:NI"EF DESCFi I FT I 0N =I ND I ANFa AVF_. SURAREA 1= .62 ACRES SUL-+ARE(-a 1 RUNOFF C(]1=FF FI C, I EIV'T .9 TCJTAL_ AFiFA = .62 AGI;Ea GQMFCJ SI TE RUNOFF CC]EF'1= I C I EIVT = .9 CIVERL.AIVD FLOUI VAL_UES C't = .15 L = _4a5 N = .016 S - .02 CNAIVNEL FLOW VALUES L - 412.9 7_ 1 - 12 Z^ = e167 N = eG].b B = i) S = .006 TD = ..=7E>38 r[]MpI.iTED VF,LLIES . DUR - 5.00 I1o _ •3.18 C!1C► - 1..77 G?A 1 77 . f I BOWSTRING LALCULATIONS ia(-1TE = 1/ 22 / 92 DES I GNER = k:. W MGMUL_I<: I N BF1S I N G-N OFt C F'ROJECI' NAME = cULL I VAlu FARk: CENTER DESCRIPT I ON ~ I R{D I ANA AVEo t t Int-nsity Odev. V:in Vout Storage (m:in. ) ( sec. ) (in. /hre ) (c:4f.s. ) (r_u4 Ftn ) (cu. ft. ) (c.:ua ft. ) 3.0 ~t 300 3.18 1.77 713 90 623 10.0 600 2.24 1.25 877 18o 697 15.0 900 1.77 .99 990 270 720 20.0 1200 1.45 .81 1053 360 693 25.0 1500 1.21 .68 1082 450 632 30.0 1900 1.04 .58 1104 540 564 35.0 2100 .91 .51 1118 630 488 40.0 2400 .82 .46 1 145 720 425 45e 0 2700 .74 .41 1157 51o 347 50.0 3000 .68 .38 1177 900 277 ;5o 0 3300 .64 .36 1215 990 225 b0o C> 3600 .61 .34 1260 1 080 180 65.0 390U .60 .33 1329 1170 159 70.0 4200 „58 .32 1392 1260 132 75.0 4500 .56 .31 1425 1750 75 80.0 4800 .53 .30 1450 1440 10 ^ r_ 5.0 5100 .J cy .29 147J c 1500 "'"..?J 90.0 5400 .50 .28 1535 1620 -65 95.0 5700 .49 .27 1586 1710 9. 24 100.0 6000 .49 .27 1634 1800 -166 l"HE MAXIMLIM STORAGE ISQ19e63532 C;l.). FT3 ~ The time af concentrati on is S minutes. l"he Undevel oped f 1 ow out i s n._y c: .f.s. TEN YEAR STORM GALC ~ :5 VivAN PAR~c CENTER Sog No. ~~Soq sNUtANA qvCNVE DRAiNAGE t/2z/az - - - - - - - - - - - - - K W ~'h~, - --S_T_A_. - 9 D+ 21 , 3 D "t o S?~-_.1 ~ 0 t O~o 1- E F T o~C~ 5 l, 3 0 _T,0 5T-A.( 0 n t oU R l_CziiT oF I F-r, z ~ 3_~'Z 65. I 5_F.I_Z--- -f------ I ~ - ~-7$_ /~GKF I - ' - - _Low PoiNT (V- STA. 93+16.l0 " IZ_33o,30 F,T.z R~+~~.8o To 93+~ ~o ~ ~'2~~AC iZE _ ~ APAvT.-=-- Z 6Z1•30 F'r. A 34.5 Fr• z Z1~434.85 FT;Z o 'To lootoo I 0• 49 Ac ~E M p - ~~-c-~►~ o g - - - - - - - - ;-o- + - o + M + dt' - - - - - - - - ~ M- 6~ - - - - - 1 - - - - - - ; ~ - -t - ( -~----f I-- ~ - - - - - - I I le I I I I I I j ~ - - - ~ - ~ - ~ ~ ! - ~g'io ~ too ~ Ivo ~ leo ~ -tioo-~ loD ~ IBO- ~ too - ~ tco ~ ~ oc I - - - A ~ - ~ ~~o ~ ~ ~ / °z3 ~ - ~2- N N' ~ALsc, TYP~cA~. CuVZg OPFNiNG Y LI. I KEQUIRED (p.3 CF$ ouT~ ~ - - - - ~208~ STogAGE------- ~ 3 _ E-~-u-t-'K E v- • 3 3, S. ~ s F r.2 ~E ~2 Z. 4,d'l- g-r. - ~I 12 ~N•IFT. - STo~AGE' - - AYAILASLE ' ~918•-10 FT. l.s F'T.L z ~ 3 'Y--- ~ - Z(o.s)(!s~-~-~. ~-pr s- _ - - - - - - - - - - - SWp%.E C,(ZOSS~5ECT10N - - - - ~ ~ RATId7NlF~1L FDRNUL_A HYL3R[aL_CiGY I3ATE _1/22A92 DESI ChIEFs =K W MGl'1UL.k' I N BAS IN D-I4# DR D-S F'FSOJECT l'+lFlME = SL.1l.ALI'JAN F'FaF'eh.. [NCie#TER DE aCRL PT ION ~ I NDI ANa AVEa EiIJBAREA 1 - .78 ACRES SUBC-1FiEA 1 RUN(=1FF C:(~EFF °C CT f_'NT = .9 TC7TAl,. AREA = .78 ACRES CQMFQSI TE RI..1NDFF CDEFF IC ~ ENT = .9 CI'JERL.A{uD FLpW VALG.1ES Ct = .15 1... _ 74.5 N - .016 S - . 02 CHAIVNEL I=LOW VAI_LJES L - 621n3 2I = 12 7? = .167 N .016 Es Cr S - .005 T13 = .4093 COIYIPd.lTED L`ALl.lES , DUR = 5.10 110 3.16 Of 1 22) QA = 22 J .I~ BCW57RI NG CALCULAI" I f71VS I DATE _ 1/22r92 nESr GNER - t., w MCMuLKIN BASr N D-n~ D F'ROJECT NAME ~ suLLIvAN -raRK' CENrER DESCf;IPTTON - INT7IAIVA RWE, t t- In tensi t y QrJe?va VLn Vot_it Storage (mine ) ~ser-e f (in.fhrn ) tc.+.s. } Q_ue +t. D LcLr. ft. 3 fcU. ftn f 5e C~ 'SOCI ~ti. YE3 2.23 $97 90 B07 ao 1 ~ w06 3.16 2.22 909 92 817 10. Cs 600 2a24 1.57 1107 1SC+ 927 15e t7 940 1.77 1.24 124E3 270 978 20,0 1200 1a45 1. ()2 1 ZT 2 7 ~60 967 25.0 1FJ0Q 1.21 .85 1~6S 450 913 :-i ) QC) 18 s:) Cs i. 04 .73 179C.a 540 950 35.0 2100 .91 .64 140B 6'30 778 40.0 24(;,)O e 82 a56 1441 720 721 45.0 2700 .74 e52 1457 F31 C) 647 50. 0 .68 a48 14e-Z 90ca 587 55a 0 3300 .64 .45 152~'i' 99[.7 539 60.0 :3 6 0 c,s .61 .43 1586 1080 506 65.0 3900 .60 .42 1672 1170 502 7C.r. t.a 4200 o58 e41 1 752 1260 49 -2 75a 0 45~'a0 .56 .39 1794 17,50 444 $ca. C) 4800 e53 A37 1925 1440 ',Ei5 $5e 0 5100 .~'.r2- .7.6 1881 353(] 7,51 90 n0 ~.~'~400 .50 .55 1?32 1620 312 95.0 5700 .49 .74 1996 3710 2-86 10O, [ i 6000 . 4B .74 2057 1 SOt7 257 I i"iE MAlL II-GWf"i f.'. T4lRAL7E d S 777a5P5'"r A ii 4rLl s rT~ 9 TMe tame of concentration is 5.101002 minutes. ThL- UrsrleveIoped floG,+ out is A.a cofbs. ► . GLARENCE E. SlMPSON ENGINEERa, INC. CIV1L EN{aINEE€t5 AND L4ND SURVEYGaS N. 909 Arganne Rvad Spok,ane, Washingt,on 99212 Telephone: 926-1322 Fax; 926-1323 TO: G S: t4ELSar.1 , P, IF. SfOK-ANe' C-OuNTY Eitq<~-Dn~~cp-s 5uBJECT: SuLLrVRH FARI~- CE~MTEP- DATE: D~` . ~ 1 ,A ifac'heA ~'~r ~+a7r r ~.~E ~ w c~,v- ~r ► ~,~-s t~`~' r~.v' i s e c~ 5~$ree,t aAd cI.rainage vIOh3 -for -TinA,.iahcn AVe.. -From Cmnec'+i qcm. wi4r eX t si ivta :Dyld mcva Av e . -to Su ! l i Vavl F-d• ay-e of revise:d a►rainolqe . r c, a~ c~J o,+; c) v\ s . ss 7, ~ ' ~~4 Y4 Signed L , 1 f , ~ 1 °~„y'~ ~M~ ~ { ~ ~I r [ , - - - - - - - - - - - - - - - ~f--r~~-l~~~1 ~fi~1~`- ~ ~d -16- ' ' - - _ . _ ~ - - --------__..~_r..__--•-- - . _ . . ;,~~~F~: - _ - - - - - ~ ~ _ ~ _ _ . ~G~ - - ~~;~~i~._ _ - - - - - -3 . - - - _ _ . _ . ~ . _m---- - - ----r - ~ - ~ - ~ - - - ~~~c_ . 2~Y~~ ~ ~ I'~r~' - ~7 . ~ _ ~r~ - - I ~ . . _ ; . _ . . _ ~ - - - - - - _y - ~ - - _ _ - - - ` _ ~ r_. "f ~ ~ .C ~ ~ - - - - . . _ _ - - - - - - - - - - ~ - • _ • _ _I _ - .~._._~w__._.__~ __.__.a - - - - - • - - - • ~ - - • - - - - _ - - - . _ _ . / . . . ._r~ I~r~ ~ _ _ -~'~'o - - - - ~ ~ - - _ . ~ _ . . _ . _ - - ~ ~ ~ e - - - - 3S u~t _!!~_~'~354~ Q )C . ~ . ~ . _~~S.~1h1 ~ . . ~o~ r - ; - - - ~ - - - . ~ ~ ~.J~ _ . ~ _ ~ r.~: ~ ~ _ . i W ~ . T. ~ _ 4 ~~_M ' • ~!_~,~t~ ~ '~.~~~~(7 ~ ~'S _ - - - _ - - ._..r_. ' __~.!S ~ ~ ~..~~--~~~_L~.. ~t~__"'~-. . _ ~ . _ . _ _ . _ , _ _~_y., ` ~ e~- ~ 6._~_ = _ 9 1 • ~ ~ ~ I~ ~ ~ _ - - _ _ ~ _ _ _ f ~_:e_ . . - _ - ..w_~..._. ~ . ? ~fr ~v, ,~~r~-~' ~ ~ ----_-----_a~._______ ..4_ ~-~~a n ~ ~~~w_----- - - ~ ~ r~,~ T. -'~.~'Ra T - y~ ,p . _._....._-`---._...__~.------_--_------"-__1".. ~r6i:"~` ~ , ;~-'g'-~~.^~~_a~_w_._ ~L.-~1L~~!~ ~.i LL $y~'°'`s~'v~ i . ' , 4 ~~__a..~. ~'r-~ ~ ~ tt;,~~ • ~ L~~r r~ y ~-G~,. ' " 9 - - n.'f~~r~l i'~e~~'~~.s~ -•.~_,4.v,.......-.. .~_..~-..._~_-.--.-.---4..... ................J....~~ .r~~` Mi ~ ~•~~.ed~4f's r' + ~a Y P',~. ~"^;..r..:~"' .~ur.csX°_' . . _ _ ~y~~ s~, ~ - . ~ - - . - - - - . _ _ ,`~,.'z'~.:~'_~~'~ . <t,~---- - ._.r _ . - _ ~ { . - _ _ . _e _ - • • • • - - - ~ . - . _ _ . . _.~._._..A - ~ I ' P_' " ' " . . - . . f _ , 1 - r ATIOraAL FOo;riuLa raYnROLC;c•r I;ATE - C-1 b-S9 DESIGNER = LAMFbCLL B;~~ IN A-5 i='F+CJLCT NAi"iF SLlLL I'JAN F'AF;K CENTEfi DESCF:I P1' IO1'd = I IVDIANA AVE Si..lBAFiEA I =.241 r=~~~ ES 5UBfiiREA 1 RI.aNCfFF COEFF .C C I ENT = .9 S TOT~1-L AFiEA = .241 ACFiES COf''IPC7S Ii"E FiUfVOFF COEFF I G IEPJT - .9 OVERLAf'+]D FLOW 'JALL9ES Ct = .15 L = 74.5 • ' N = .016 S - .02 Ci~6ANl'vEL FLOW 'v'ALL~~~ ~ ~ 400 Z1 = 12 i2 ° .167 iV .016 B - 0 S - .OC~4 TT.3 = .275 CC]NF`UTEU VALCJES DUR - 5.00 110 _ a 16 010 - .69 G! A .69 ~ ~ 3/54 SULLIVAN PAtz1= ~ So6 ND• ~1509 KwM a- w/ TYPE 2, METAL- 61zA'TE _ LO.W ~?b~4? ~7~1 IN pA~T- ~ ~ j OO 2(toID tv '2.4+oo.._.._~~..._..~_~.w.__.,..._~._~._..~..~._.W~.~~~.....~....~._... ACR~-- 59tDo.-ro 63~r..._.....,.~__.~._,.L.~u_.....~..~.~.._.~.....~.........._.._...,~ ~ __..._._.y~. . - -_STA, . _ . . _ _ - a Cf S ~ _.....~,..~..~Q ~ O, p--~5._--~ _ Q►c ~ ~ 0~ C~S - , , _ _ ~ . ~..~.~.,.v ~..4 A2y We-u- AD4FQUATF r.,~~ ..~,v,.u__......~..y.,_...~.r,~_~.......~.~_._..~...~..,,,. ...~.,.....~~~~~ti.......y._.~,..~.~_~~..._.._..._. ~~..~_._.....w~.~..... ~ ~ ' ,Ar IOr~AL FDRMuLa HvARaLOGv ~ L7A7E = 1 1! 16r Bg T1E5I GNER = Fi W MCMULh" T N BA~ IN A-5 FWTuF-F- 1='RC4,7ECT NAME = SULL I VAi'J F'ARf; CEIUTEI; DESCRTPTZDN = INI3YAhEA AV~ SUBnF4EA 1=.42 ACRE~ SUBAREA 1 riiJhlflFF COEFFICIENl" = .9 TCITAL AREA = a 4-2 ACi=iES 'G(]MP0ST TE RUNOFF C[]EFF I C IENT _ .9 C]VERLi iND FLIJW k1F'wLlJES ' G t = . 1.5 L = Z4.5 N - .016 S _ .0i CFiANNEL FL{3W- V~LUES L - 400 Z3 = 1? . Z2 = .167 N - .r]16 B rr 5 - .004 Tn - .339 C❑MF'IJTEIS VALLJES Dl! R - 5.00 I1o - 7.18 aio - 1. 2 6 G?A = 1.20) /l r'l.. 5,~1'~ ,I iyAT ICJIVAL FORIILJLA NYDROLOGY • a DATE = I1/16A39 DEaIGNER _K W i'?CMULhiTN BASTN A-5 6X(S-r;N4 PRC'iJECT Nr`1-i'1E - SLJLLIVAN F'AFr}, CENTEFi CE;3CnIrTI0N = I.iVI]l.r"~NA FiVE SUBM ;Era 1 = .21 ACF;L:3 S{.]BAhEA 1 RUNOFF GC]CFr T CICIVT = . 9 l"OT;L AF:EA = .21 AChES Cal`IF'OSI TE RUNOFF COEFF i C I ENT .9 O'+JEFiLANI7 FLOW VALUES . Ct ~ . a L = 18 iV - .016 a .02 CHANNEL FL0W UALI.DEa " IL 2 I - :~6 Z2 = .172 N - .016 B = i) S = .004 - - l-D _ .3.?15 d~ONPU`f'EL'i VF'iG...LJEa • ' Y?1lJF' - 5.00 I1CJ - ~.18 Di ci DR = e 6 ~ 00 ~ - - . - - - . - - - ~ - g~ ~ . _ _ ~ . . - - - - - - - ' - - _ _ . 'td_L - ~ ~~EJ~N r, ~~I~IjI _ ~Y!~ ,~G' v~- - - - ~ • - ~i'A1~Y' J ^ ~ G~~~"''~ i~.~~"ra . 7 : = .+-.~a r - L- 3 ~ J . ~ - . . 6`+ ~ ~ 1 , ` r . ~ - , - ~ - - - - - - ~ . f - - - r ; - ; - - - , - . - - - 1 ~ ~ _ _ - - . - - _ . . . _ . - - - - - - - , ~ _ . - - - - . _ - - - - - - - , - ~ . E ' ' ' r ° ' .e_..a ~ ~ _ _...e.. _ "'r._ _ ......_f.. . • _ ' " ' - - ' ' ' . ~ 71r~ F[A7 T E7i`•iAL FDRMULA H`f DR❑Lf]GY Llr;TE =B-16-2i I3E5I GNEF: = GAf"'fPBELL Bis I N ►;--Nt IO~',: F'ROJLLT N'"1'1E =SiJL..Ll'JAN 1='ARF: GLi`•i1"L R I}ESCRTPTIL7CJ ~ INIyIANA AVE ' - iUBARCA 1° nC)7`r~2 AC~~~ SUBARC i F'if,..1RlOFF COEFF1 C TL-IAT= .9 TOTAL AFiEr`i = '.0I92 s=sCRCa G❑MF'C75 ITE Rl..lNl7FF COEFF IG I CNT = .9 raVERLaND FLOw vALuEs Ct = .15 L' - "4. N - .016 S ~ .02 ~HAfJNClw f"L.OInI 'Jr7LL.lES ' L.. = lOrs zI = 12 `2 - .167 N _ .0ZG B ~ S - .004 TD = . I 8; i OC'ir'UTEeD VAI..EJES - - - - - - .r _ _ _ - _ _ _ . _ D E.1 F; = 5. OCx I1C+ - .~.12, . C?A - .77. d ~ • a tA L.L. { ~~RK ~ f 3oS (150q ~ _ . ~ . W . Y . __._~y.~..~.~.__ r. ~ ~ . ; TSA:,S~~I ; . .rA- -rv LeFT aF _ . - _--~.w...~~.....~,~_.~.,_,.~_ ~.L...a._..,.~..~._..~._. . . _ ~ ~ _.._.~I+ 500-r-Y;z.*_ ~7> 4-31560 FT.T- t-v w S TA-, . ~ -.5 9 + - • - f - _ _ : . , e . _ _ _ _ . - - _ - . ~ ~ ~ ~ - - . - ~ - ~ . ~.W,_ u~ ~ ~ v~°F~~ svVA~:s- o;4~~~~ ...~~..~,~..inw . . _ - . ~CY~ ~ _ ~~......~.Y..~.~...,.~.....,..~~.._,.~ ~ ~ „GQ _ ~ _ _.__...-•tDO _ ___,....,..,0.U0'y - ~ _ iD0+__.___ -7_~' ~ ~ - - - - 1-1-~~ - -TYP6 A ~ DPYw~LL- -t- Z'T$ -f`r7- STvR►4E - - ~ R.~Qu~u~~ i _ - • ~ 5-75 FT.~' 5►~NA~~~ ~ - l~ A~i ~•e E . ' _ ~S~ F`C•..__~ _..,~b~ ~~'t-3A ~--5 ~15 ~7 -(+)TYPr= f~; P9YWi5.LL- F,_..~ 7 +1 0 3 y...... _ T~ -4_ RAT i iJNAL. FC7RML1LA H4 DROLLGY • ' DA1`C = 1 1!'91`89 DES AONER = K WMGl'1ULM:I N BAS IN A-N F`ROJEL°l` Ni#`lE = 5ULLTVr=1iq FARh; CENTER DESC-;IF`TILiVI = INL7IAiVA AVE - :LPSAREa-^$ 3. .7-2 ACi=iES 5UBAh1;.A 1RUNC1FF COLi= i I C 1 ElrlT = TOTAL AREh = .72 AGRES CC3MPDS I TE RL11VOr F CC7EFFI CI ENT = .9 Ci'JERLAND FLOW VALUE5 i t - .15 L = 7.4.5 N - .016 5 = .Cs2~ CHAiVNEL., FLaW 'v'nL.l3ES L 400 - L A. 1 y ' Z..~.'. = .167 - N - .016 ~ ~ 0 i - ~ 004 - TD _ . - t-)a5 , COMPiJ i ED V'ALl_iEr'- DUR - 5e 00 If0 -1B Ll 1C) _ .9~ ~?A = . BC3tiJwiTRL IV .f°i CAI_GULA7' IC1fd5 Dt~TE 3, f9r c r L1ESI GI`JEFi = F" W 1''iCMULl• IN Bf;SZ fk! A-°N F` ;O,~C(=T I'vh"EE - SIJLLIaa,^~I'~I I°~Rf; [;ENTER ' DESa Fi IF'TIGN =]NLD 3AIVA A'k1E L t Tn tens i ty Odev. 'J:L ri VOLit Storage [:i ir}o l (sec. l :irr.Itir. ) Lt=uo fit. 4cu, ftp } (cu. f t. J 3, Z. 0 t~ ~.1s .92 i6 F3 ;'fa 278 10.0 60u 2w24 ,65 =15e 18o 15. ii 900 1 a 77 .,.~JI 511 2. 7 lk 243. 2:1,.) 12700 1.45 .42- 544 . ::~60 164 25.0 1ff) Cd C.] 1.21 .=5 558 450 - 1 Cic3 Z.O. 0 1 E300 1.04 ~4[~ ?tZ 0 .91 .26 15 77 670 -5); 40 . Cr 24 00 2- a~~ ~91 r'C) - i i9 45.0 2700 .74 .2 1 5) 9 7 GF ic) -21 ti7 :z_r, t,s 7000 .68 .20 607 900 -297. 5 5 5eC) .64 .18 621 990 '6 v 60n 0 7-600 .61 .18 650 10SO w-4.w0 65. 0 ,'r'a`~ 1i 3 .60 .17 636 1170 -424 70.0 42CIV o158 ,17 719 1 260 --541 75.0 4 a(:Di l a`iCs .16 77.6 1=50 -b l j# Ctiy. C) 4e00 . .15 748 1440 -692 c 5r t) 5100 . 5 i .15 - 77 -2 ' 1 i7,C) -7-5a • 9i C"s 15 4 C) 0 . ~47 .14 1620 --62E3 95. C) 5 7Csf.49 .14 819 1710 -€391 1 c>>C) , ; i 6000 a43 .14 8.114 166,0 -956 THE MAXIMUM STdRAGE 7 S 2?3a 16?68 GlJ o k~ The -trme ❑f ' c or-, c- entiPEitiran xs 5 maifvtes. l`he Ur-Fr~eve1 opeei ~ IDw Out z s ~ ~ . f . rEN YEAF; STORI"1 GF;LC - ~ y 4 ~ ~AFrl Z~Dg NO, 11507 S7A. 63 t va -rv 76-MD P-1614T OF ~~YT. ~ ~ 3 ~ ~ 7. ~_W~ ~ D `r. ~ a 1a_03 I'4CfZE L..OV+1 POfM-` (2 STA. 6(0't'O_O ~ act "e "r . )c 34. S f T 3 5 C3 F r, ~.~.+00 _ C).~~' AGRE F_T. 34ti5o"O v T.~ _ ~ - - x ~ 3 - lo❑ iFr- m I f e 1 i y I p I I I ti ~ ~ ~li sD0 ~ 66p . ioo ~ lpa ~ IoD- i IflD i !b~ ~ !OD i ~[UO i [g[~ r fO❑ /OlAv(~ ~ 1 W ~y a~~ 5~~ L1 Vk a ...Y • • 3 c~~ ou~~ lu, v-6 1> _.~...~._._~F~~~sR~ • ~4, $5~ ~ ~ ~ ~S&9 . ...~.-•-•-M_~_ ~V~IL--A~I.,E ' __-_.~~...~WAL~~_r.~,_~..~. ~..T. ~ C~ i!T. ~ (+)-r'(?E A, DF-`C LL F i-c__~T I ClIVAL E= C]RIs1LJLA HYDRCfLO.~,~Y DA TE = 11 !9! 89 DES T GhlER =K W h3GMLJLF: r IV BR5 T N Et-N OF+ B-S F'fiO,3ECT IVAME ~ SULL T VnN rF,€',K' CEN`1`CR 1N65T $9AS-T p'P L.pW P7'. STA. 63-t010 Tfl 76-f'08 I]ESCFiIF7'IC]PJ = INDIAIVA AVE aL.1BARC(`3 I = 1. 0; A[:RES SUBAl=iEA 1 hUIWC7FF GC3EFFI C T EPJT = . ~ TO7 AL AREA = 1 a0:~ ACFeES G[7MP❑SITE RUNOFF cOEFF r c rENT 9 CVERLAPaD FL❑W VALUES Ct = .15 L 7~4. 5 ' N = .016 S _ . 02 GF-iAl'aNEL FLCJW 1,1ALLlES L ~ 1000 Z1 = Z? = b167 N - .016 B t) S - .~02 TD ~ .T9q cOMPurED VALuEs DuR 6n 5n - 110 s_ Cl :J 010 - d/-L 62'~ . D , A - ~2.62) , , ~ ~ /DA,'TE BOWSTRING CALCULATIUIVS = 1 119185 DES T GNER = K W MCIhULF•: T N BAS I1V B-N OR B-5 C='R0jECT NaME = SULL I Vi N F'ARh: CENTEF; DESCFiIF'TIQfV = INDIANa AVE t t Inttnsity G!dev. Van Uout StGr-aye (min. ) (sec. ) (in. /hr. ) (c.•fos. ) (cu. Ft. ) (cu. ft. ) (cu. ft. ) 5. ii ?i)o 7. 18 2.95 1185 90 1095 6.5 T i9o 2o 8=; 2a b2 1372 117 1255 • 10,0 600 2.24 2,O8 1521 ldo 1141 15.0 5100 1.77 1.64 1694 270 1424 ^c_i, 0 1200 1.45 1.34 1791 360 - 14= 1 25.0 1500 1.21 1.12 1831 450 1381 30.0 1800 1.04 .96 1860 540- 1=2.' . 15.0 2100 .91 „04 1881 6=:O 125:7. 40.0 i 2400 .82 .76 1925 720 1205 45.0 2700 .74 .69 1941 814 113' 50, 0 ._,c_i;ici .68 .11 1975 900 1075 55. 0 _loG .64 .59 20'!.7 990 1047 60,0 u600 .61 ,57 2111 1080 1031 65.0 3900 .60 .55 2224 1170 1054 ' 70.0 4200 .58 .54 2329 1260 1069 75a 0 4J<_f~.7 .56 .51 2101 1350 1O... _ 80.0 4800 .53 .49 2423 11E40 987 85.0 5100 .52 .48 2498 , 15Z;n 968 90.0 5400 .50 .46 .:'_JS74 1620 944 95.0 5700 .49 .45 2649 1710 959' • 100,0 6000 tl 40 .44 2729 1800 929 l"i-ic IiAXTMU(`1 S'1"OF:AGE IS 1=E.-'1.?720791 CU. FTd ✓ Ti'ic 'kl i71't' Uf concentratr on 1 S 6.502106 i711 riU'te:3. • • _ l"he UnGEVEZG~.7ed flow aut is (Zi c.f.q 7EiV YEAF STOC"M C;ALC ' d ~ SuLL-(VAN PA9-Y,-- -,SOS. rO, l 15bq ~ . h4}~~~8°~ ~w+~ -~-~g 2~-~-~~7. l !ts ~ Z5__~7~?.~.~_ ~~.~•ss. ~3~.. ~FT~^ __..____4.. --~"Cv[~fi~~~__..,.w. . 0_ z----~-•~-~+D._~_ a r......__. -~r P v F~► l~ ~ ~Z z ti_. _ ~ _.,~~.a.~. ~~~v~`~?a,c~Er~a~~ ~ ~ q~~oF~~ • - - . - - . - ~i ~ _ _v... _ ~ ~ J _ - _ _ _ ~ _ .L. . . 4 -4ID - - • - - - - - ~ W_.~._.W _ - - _ . . ..w..~. _ . . .s.~. . ~.~_.....~~__...__.,~..~v~.~ . _ . ._..y, . ..~.~.__.m~.~_~.. ~.:1............. _ . . ,.w _ .-F..~,...,....~_....._.._...__.._.__,._ . _.z..v.. a ~ ~ RATI CJNyL FCJFi!'1LJLA I°1`i DROLC} !'.~`r' 11I 17i c3~; T7ES I C;IVEFe - K W MCI'1lJLM :I I°J Bi~~ IN B-S ~J~C7 Iuf~C~E = 5~..#LLT VA~i ~'AiF: LC~ITER ~,.UESG~:IfPTIC]N = TNDTANA AVt SUBhRL=.A 1=, 2; AGREa ~~BAi7EA 1RUlaOFF CL7EF F T CILPJT l°o`CAL AFiEi-i = .29 ACRL=S GOMPUS TTE RUiJC3F F COEFF IL I ENT = v 9 O'r~ERLt=1i~~~ ~~~W VALUES Gt - .15 L - 4 ~ . N t°f 16 S Q ~ CFiANNEL FI...CiW VALULS - L - 200 - .167 N ~ .016 ~ S 004 TD = .2954 ' CC]MPL.1TED VALL1ES D0.JR - 5o 00 110 - _ 1'0 ID.-Lq54 GC?T►k o~ VL-ow - tNLET Dt~pr-E5510N ~fv^ ~-s~ ; Qa aA(o • a e't 01r ' ? ~ . . . , • t . . . • ; , i. . . i' . jiq/59- RhTT01VFL FORMIJLA NYDROLOG`r I)ATE = 1 1/ 17i 89 DES I GfJkR = k: W h1C141ULF::I IV B;5't N B-S wEST ~c EAS-v o~r l.oW PT. F'f;OJECT PJAME = SULLIVAPJ PARF; CC-N"I'ER STA. (o3i'Oo To -1(ot00 ULSCRIF'TTOrJ = INDIANA AVE X. PPAVT + ~•2a ~ 1.32 PLUS APPROACki ~ r1LIBAF{CH 1= 1._;2 Acr;Es - suBar;EA 1 RUIVCIFF COEF=FICIEN1" _ .9 -ra rAL AREA = 1.32 ACI:ES CQI'11='OST 7E RUNOFF COEFF 1 C I ENT = .9 OVERLaI'JD FLQW VALUES Ct = .15 L = 34.5 . N = .016 s = . 02 GHArJIVEL FLOW VfiLUEa . ` L = 1000 7_ 1 = 12 s'".2 _ .167 N - .016 L•t = i) 5 = .006 TU = .4=44 CGP1f='U TLD VALUES ' DL;n = 6.08 I10 = y . 97, _ C?l0 .48 , . ~ Ur, .4(3 . ~ _S o. / . , ~ ~ ~ ~ b / /l J S 134- . ~ ~ " - , ~ ~ . ~ BC]WSTRIIWG GALCULAT x CJNS /DATE = 11/17: a9 DEs r GNEh = K W Mcr~ULa- x rd BASr N S-S F`F;0JEECT i'JhME - SEJLLI'JAN F'ARk CENTER LLIS~[;nl.Pl"1C3Cd w= 1NI7IF,NA f1VC t _ t Intensi-ty Odev. V.1 n . Vc'At Storage i-ninm i (seco } (an.lhr-. ) 4L.f.sn ] (CLi. fttr ) {CU. ft.) IcUb +t. f 5o0 400 71. 18 7.70 15 3.9 90 1429 . 6. j ~ 765 2. 93 L.48 1701 107 15ly jCl. C, 600 .2 4 2.66 1927 180 1 74 i 15. 4=~ 700 1.77 2. 1 C~ 215•:, 270 1e8~ 20, 0, 1200 1.45 1.72- 2231. ti6 47 1921 , 7 5 , i ) 1501--) 11,21 1 a A=d 2 ~y1: i 4 50 1834 _'i1, t7 134}0 1. 04 1.24 .?a~~ 5-I1-I 1837 =5. 0 ~1C) n .91 1.08 2404 67.0 1774 4 C.) a C) 2 4 E:'C.f sE32 .97 .2 4 5 9 720 1 i=17 . 4Je f_I iJ'C]{_l .74 .80 2 A 6_i 16 ■ L J~t., . ::,f,7C7i 7 .613 .81 2524 9(- ]l 1 1Cr~4 -5 5. 3100 .64 .76 26C?v, 99n 16I 6t1, i_7 L-- 6 i1{+ .61 . 72" 2699 ii+ao 1619 6-5o 0 71900 ,60 ,71 2844 1170 1674 70, 0 4200 .58 .69 2979 126i1 1719 a 5. C1 4500 56 .66 -1049 1 L 5C3 1699 [ 1 4300 . a-- .67. 7~ 100 1 44C' 1660 5 1[Y[e1 . 52 .61 '19 6 - 15:70 1660' ~?e=} . i=A 540[ s . 50 . .J~'i :;20$ 1620 1 661 ?5. C) ,.~j7CiC~ .49 .58 r9Ci 1710 1LSO I(;€=), t f 6000 .48 , 5-0 e d 1300 1692 ~ w,..___ THE I*1AXT MUM 5Ti 0 R r~i GL T S~1 9 2. Cf w:~ 1 2- Y '6 5 7 C U F T.~ 1" ~e tiiTte a-~ ~oncentratior, is 6.078145 mi rsLites. TF~e UndeveI oped f 1 r~ out is c Q f.s.'1 C., ~ TEP•E `r c AF-~'. ,.~`ai"f7hii'1 CALG I - 64' i ~~3►J P~3~~ r 7 ~ - - - - - - _-~~°--f"?~..:-~..~?• f~a..~_.. . - - ~ d . _ ~ . . '~`~_L~.~- _ ' f + • - _ - . - • • - j . ~i~_ ~Ca ~ . -La_~ ~ . ~ 9 L~ ~ ~ - - - - - - - ~ - - - - - - - - - ----i - - - - • • - • - • - - • - - - ~ - - - - - . ; ~ le-A__..~ V _ _ _ . _ _ _ - ._!a_.___. ~ _ - _ _ . . ti ~ _ , ~~r~?____--•--.~~,r~ ,~~_~~,?~F~i.,___~ .~.1_~?~_ 41' ~ ~ - - - - - - _ -f ~ z°. - - - - - _ - - - - s - ~ - - ~ . _ k p - - - - . . , . - - - - - - - - - ~ - 1l~~[ ~S~ I ~ - - . . - - - - - ~ - ~ - - - . - ; hAT I C3NAL FqRlIlJLA HYDROLOGY liATE c3--3-39 I3EaIGNER w- CAMP~'iEIs.L B'r1S C!V G-N[ 10G" ] F'ROJEcT NaME = SuLz. IvaN rARF-: eENreR DEScRzPTION - INDrANA avE .0792 ACF:ES SUBAREA 1 F:uiVOFF CLEFFIC1 ECdT = .9 TQ"`AL Ai°iEA = .0792 AGREa (:ONIF`Cla S TE Ri.JNQF1= COEF°F T C! ENT C1VERLA„ND FLOW VALLfES Ct .15 L = :74.5 N - .016 a _ .02 CHANNEL,. i= Li7W VALLJES L _ 10['s Z1 = 1? ' Z?' = .167 1V = .016 B _ 0 S - .005 TI] _ .175 GOMF°U3'LI7 VALLJES DLl€; _ 00 110 - 7'a ~8 01E] 2 ~ ~ Jq ~ 5uc.~~v~,N PF; ~ tp~Q_ -rQ~a~t~~._.. -PF_ - ~ - r - - - - - . . . . . - - _ _ . . ~ - - ~ sT,a,.,7fetM -r-O ,S?-+ ZS ~.9I6WT oF- ~ .~rt~►~v7. ~ _ ~4..~~ r-.T,. _ 3 4l..~.'. FT.__ _ _ _ . . w....~_~.. a'. r~c~~.. . . . . _ ..F.. ~ ~ _._......Y _ _~.~.-_~'~-.~~'~~r~•. ~ , Y~~.~ 3~t7 _~T._.._~ ._1:~1~_3~ ~ f74 ~ ~L 5: ~ 'FT• SWAVE5 ~ 0.54°1°..,.- N _W t DV-1 wE c.L lvfl; t.~~~..,~..~ i ~ _ . _ , , _ . ~ rt..~,,~.........~. k ~ ~ _ ~ - _ _ ll~~ti aA~ Fl-_--~_~... ~ ~~R~1Ct~37 p,3 C~5 ~►~T ~ ~ . . _ . _ _f . ._.__.M_ _ . FW.~.~.._~ ..~.~~~_._.~__...a..__~,. ~~...~..a_~...._.._ , . _ . . , . ~.C~t~►~~ ~.W.... v.~......., I~~ 15515v 9375 fC.~ 5 ~'r. 6 FT.) ~ ~ 4- 'tIPS A, 1QR's'YV-I-L- ~ A ~AT I i~l~l~l~ ~Ohl'I[JL~I HYI]F~~LC~~Y ~ I J~~` 1~~7~ - 1 1/~I89 T7E5 F GIVER = I~. W~1CMLfL~' ~ N ~~S I i~ G-N ~f; C--~ '4NE5 `C ~ ~ PaSYi p~ I~t]V~ , F'nC'i3~CT I~IAM~ ~~L~1LL T'~'r'~N P-f i~'iF; ~~.I~IT~~'i 5'TA ~~ii ~i°[3D rtD ',~Z-t Z'~ T~~~~:l=~IF'TIOfV = TIV~3PA3~~ F~VE ~ `r~^~~° q r~1Y I ~n R ~-1ffh~ 1 r~ L L ry f^ y~-! ~7° ~s • ~,=1~L.JL~FiP'LGh"I 1 = a..! 3`~lLiTl~~ JLll~l-1~1~l-1 ~ f~{.JIyUf ~ L6J~1- I- 1 L. ~ GI~ I - e 7 I~t~~Y~L Y'Ff~~~'i . c.} f_"IL~~~7 ~~~"1~~.~'3 ~IJIYL.I~~I~~ L.~~~ G~~ f~ 1~~ A~~ FV~ I ^ . 7 f:;;~~~~~ra~ ~LOw ►~~a~~~s _ .t~ ~ _ _.~o~ C~ _ .~+Ia ~ ~ ~~y CH~`,~`Ji"JEL F~LGW VALU~~ L - 1.`~'t J 2I = 1~ • . Z.~ = n 1 ca7 N - . t:y 1 f~ _ fs ~ a C~ a T L3 = e = ~ ~C~~'I~'i.JT~D V~LU~~ I~~i~; - ~ n T ld=~ - . 1~ ~ C~ ~ r~ - ~ ~ ~F ~ ~A ~ ~Ia~=~ , ~ 2-~ ~ BOwSrRT niG GaLcuLATIONS`"~ 'r ~ L'"FATE _1 1/9/ 69 L L- S 1 GltilER = F': W MCMLlLKIN BAS11V C-N Oft L''r'S F'F:OJECT N;ME = SULLr'JAI`I FAF:K CE#klTEF( - DE5CfryIF`T~ON = INDII-ilVri AVE t k Intens.Lty i.?dev. Vi-n Uaatt, St oi- agc- irriirr. ~ tsa-c:. 7 Sin. /hra 3 (c. f. s. ) dcu. •ft. 7 (cu. -Fto ) (cu. rt. ) 5e C1 h~ Z C) -5. 18 1.47. 575 9Cl 49:s I (D. 0 600 2.24 i a O~ ~ 5 2'6 ' 15. 0 900 1.77 .60 790 :.'70 573 _20. C) 2c~raZ 1 . 4_ .65 8,0 ~ 60 49c) Z5.0 1500 1.21 a54 872 450 422 :~O.0 1200 1 o 04 .47 890 540 s50 .~'-1[;r0 .91 .41 902 6 0 2 72 4C' . 2400 . 82 . ~ 7 92::. 720 20Z7 45aci 2700 _ .74 a 1,7 9.;::,, s1c I27 5) 0 , ts 7100cs .68 .7.1 97.; 900 515. ai .64 .2'i' 980 990 -ii~ 60.0 :7600 .61 .27 1016 1080 -04 6 c . <<i v 9( 7 0 .60 .27 10712 1170 `°98 r~~1. f 1 42C1~1 , . ~~7 1 1 ~..'_iS~1 ° 1_•7 ' 5 u 0 4:500 . 156 , 25 1149 1 ,0 2E 1 1 8i 1, Ca t#eCYC] „5~ .24 1 169 1440 -i i 1 0-F~e3 -~$Clsl . a._' ..t:w 1206 15_;0 -32 4 90. Cy , 5400 .50 . i 2?3 1620 8 2 95o t=a 5700 .49 .22 1279 171d:} 1C,O. n 6000 .48 .22 17-18 1900 --4132 THE i7r%~i IMi.lM STDRAGE IS(~5.~.'.S. 09.a C:LJ. The tine of c„rocentr ~tiGn xs 5 mi nutea. ~ l"I-ie Llindevel oped 410W ea~it i s , ca ~ . r~ - TEN YEAR STORi'°T CfiLG ~ I -7-~ - - - - . . ~ L _r__~~ ~ ~._._....a.___ . _ ,+Qf~~i11~•~ p - ~ ~~~+~C'!~. 0~~~1 N~G _ ~ V~I~ ~ .1."~C3 ~ - - - - - - - - - - - - - - - - - - Q- _~~._r..i7~._-- - • - ~ rr . _ ~~r~~ I~v ~~'I~'S1o~ , D~7.--- - - ~ Ga . ~ - - - - - . __E . _ - - - - - - _ - _ - - - - - - - - - - - - - - - - - - ~ - _ - I ~►~~7 ~ % / r ' . a7 ~ ~ . y ~ - ~ ~i ~~r~ o \ _ _ _ _ - - - - - - - _ . - - - • - - - - . _ . _ . . _ _ _ •--_1'~~ ~ _ • ~ i. r /r~ - - - - - --__._.___----•I----- - - - . - - • - _ - ~ _ _ r- ~ y " ' - - V OIP - - ~ _ ~ . • - ~~~~t~I$r~ - . ~ _ h._~~. _ . - - - . - - ~ - - - • , i - - - - - - - - - - - - - - - - ~ ~ RpTr ONaL FDRNULa Hr'DROi..❑GY ~ LJF7 rE = 2"" / °vT DES1 L7NCIl " i..rif"IF'BELL BP9B 1 N 1J"'N (100 P~"tQjEC'., ! N6aME = ilULL i VAhl PA `f1K CErJ7ER ' iaESGRI F'l" ICiN INDI ANA H4'E SUBA~EA 1 = .0792 AC'I;ES Si.JSAREA 1 RUNC]F'F LC]EFF1 CT E9VT TCiTAL AREA = .0792 AGRES GC]MF'OS I 1`E F:il~OFF COEF F i C I EN7 - .7 OVEF`.Lf=,iVD FLOW VfiLl_iES C t ~ .15) L - 14.5 114 .016 ~ ~ o C) 2 CHr"II=iNEL F"LOW VALUEa L - 100 21 = 1 i2 = .lfa7 N - .016 005) T I] = .175 COMPL1TELl 'u'F;LUES DIJR = 5. Clta I it) - 7. 19 0,10 2 y La A - o ~ ~ I ri[S, CY 647C1O $4 ~6`_ a 07 209 6U 149 T~ 'f'iA X 1 i°ilri 1 STC3RA#:iE 113-'148. 77c~~.°680 CU. Fi. ~V ~ i t-oe ti me o.- r E-nt ~at i on i s ~ mxnLttas. ~ 7he lJs idi~ve1 oped i° 1 aw taut 15 . t?-T-c-. 4-.-s. TEN i''EAR S`i OFtiM ChnLG RA`!-I[?N,-sL FCtRMULA HYI1RC7LL7G`f D►~TC = 8-7-e9 DESIGNEF; -CAM1~BELL PAS T I'J D-N (1 i PF~OJEi T NrrtME = SUi_L TVAN F'ARF; CENTEft'r ~i S l? ~f DESCF:IF'TI[]N = TIV~IANA AVE SLJBAREA 1 = .0792 ACF;ES SL1BAREA 1 RUNflFF COEFF IL: T ENlu = .9 TC1TAL ;REW ~ .0792 AChES COMF'C15I TE RUNC3FF COEFF ICT EN1- = Y OVERI..Ai`JI7 FLCIW 4JeiLLJES ` Gt = .15 L ,4. 5 _ N = .016 a - .0.e, CHAiVl'JEL FLCJW VAL11ES • L - 1 r) Z1 - 1~ Z"" _ .16? N = .016 p - Ct S = (.i-)17-) ' TD = .I4 E;C]MF'1.3TE13 VALUES L}LiF`i = ag 00 T lis ~ 18 - 010 o Li A - .~W ~ selr1~~fr st4GLrvAN ~~~K 'YQtS uo. 115 09 r-wm STA T V 1~~~~ ~SEEY sF c ~ SYA. SZ tzS iD 1-0 C7#ot~, iziE,HT-ar- C~_-.- FT._ ~~y ~~T•~ - 1 ' • . _-1Zt..1_q0.-5 wps.k_ E 5__e~w.~.~l~~°__~______-_ - ~ e D,Sf?llIa ~ t _ . . , ___r .,~._o w..___' 1n~ , lvo , ~oo l tioo I«0 I tvu I tiot~ ~ t~v ~ t~o ioo ! 113a ! iOo !inv ~ iov ! j66 Y m rv ~ •2,~.v w ~~~~---'~~--~'~----~'~,---~-y~-----~s, - . _ . __~rta.t~►~.~.~_ T.Yf'~~4 _t.~~.Y_w~t ~.~9w~~..~ ~~6GE iz~Qu ~r~E'A ' Cv, 3 c~s Da~T~ 23-7 . 6 FT. '-yic z FT~~---•--_._...___~__---____.~,.__ , ~TZ ._.._..._~._~a ..~...__.___..._~__.~_.__..-----._.__~________.._..,~.._._.__--__--_-~.~.,_.~_,e.~_.._..__._.____._. _w~----_ • ~41dR r ~Lf~ ~ Ir E 1 4..._,m__._ 1 I. , RATrOr~AL'FOrMuLA HYDRaLaGv IJJATE = 11 i9f 89 DE5 I GIVER = k: W MCMIJLF"T N BASI N I3-hl ICJn I3-5 PRClJECT NAME = SIJ6_LIV~',N F'AF+P. CENT'EFi DESCRIF'rznN µ rNDzacaA AVE SuBAREA 1 = 1.41 ACRES SuBar EA i RuraOFF LOEFF I C I EN7 = . 9 TO°t"hL r;REH = 1.41 ACRES CC]I`1F'O5 T"fE RUNOFF CC]Ef- FTCTENl" = .9 flVEFiLfiPJD FLOW VAP...CJES . Gt = .1'5 • L - -~4n5 fiJ = .016 S - .02 CHANNEE... FI_.OW 'JALLJCS L - 1200 - Z 1 = 12 ' e2 _ _ . 1 E,7 1V .616 5 = e 005 - TD = .4618 ~OMF'L1TED VALLiES BiJR = 0.82 110 _ 2.41 G?iC' 3. C'S UA = R0fa - ~ BawSrRIivG CALCuLAY r ONS DA-rE = 11f9/89 DESrGracR = 1, w Mcr~ULt.rN PASzN D-ni OR D-5 , . °ROJECr NAME _ SuLLIw;r~ ~~RK cENTER )ESCRI,=°TION r NDIANA rVe . ~ F t Intensity L-Idev. Vin VcrLit 5tar-age E~'s~.no } (seco ) (in.lhr-o ) {eo+,s. ) icti. -Ft. ) (cu. ft. ) (cu. ft. ) ~ 5.0 =00 18 4. 04 162 2 90 1.~-~-ry ~ ~ . e.e 529 2.41 3. . C) 6 2169 139 20I0 ~ 10. 0 600 o 2 4 2 . E34 2217 ,1 SO 2- Cl ;7 115. Cr 900 1.77 2.2..~ 2426 270 21 ~56 20. CF 1200 ~ 1 d 4.~ 1.e4 ` 2 5 9 ~ 60 2179 ^5e C) 1 500 1.21 1 . 154 2500 450 <I :~O ~ - 0 1 eC)O 1.04 1 0:~."'~' 2- 6 1.s 540 2077 _.J e 0 t 10 .0 .91 ,L a 15 26±..5 67.0 2 C10 -z 40. Cl 2 4 [ ]i 1 . 8 i 1.04 2685 7 2C8 19615 4 5) . ! } 2700 .74 .94 2 7 I„115 81~.7 12 9 ,.5 aC1 a C1 .'000 .66 .86 2744 90c] ~ E34=# 55. Ca 7=00 .64 , .81 2626 990 - IB=~ 60, C) = 600 .61 .77 :.-'.92 6 1080 1846 7 9 C) 0 .60 .76 7109 l I170 1911 70. 0 42200 .58 .74 7,22 2 4 i ifa[3 1964 75. Cf 4 15 CfQ . JR .70 427G• 1L?.L.J•J 19 InY 6 o[~, C3 4300 c-` • .67 71349 ' 1440 1909 a~. C1 ..'~~1 C1U . -52 .65 ' m 5 1 15=ao 1921 9C), 0 5400 . 50 a 10-7 3541 1620 1921 95.0 5700 .49 .62 Z6,.°~'.FEa 1710 1946 . - 1 C) s_)a CF 6000 .48 .61 "764 1200 1964 - MA::IMUM ;TORAGE TSC2179.7-1305701 CL.i. FT~.) 'hc- tl me af concentr ati cn i s Ei. 6^4703 minutes. a Lii}7evc1oped -Flow out ~s C-Z cof.~s~' 1 YEAR 5T17R1'1 CALC 1 ~ t~ ~ r -z. t~ ~ - - - - - - - - ~ - ~ - g , ~ " • c~ G~ ~ - ~ Ila' - - - - • 02& L-a ~ , La • . ~~l- ~'=•'~~c-~--G c~=,l7~ _ . - - ~ ~ ~ - ; r' SSf v`~! ~ ~ . Gf '7' ~ ~ ~ . ~ ~ - - - 3.S. 5 fUO f'~. ~ ; - . _ - - - - - - , kA~v - _ _ . . - - - - - - - . . 5e ~ JrF'/'lYI rC1~ S sr G f . L. .A ~ ~ ' - ...__a ._~_..__A_s:-~- J- e~ - - ~J__...._,------~~• t ~-•f,' . _ ~ - -F__~__ - - - - - - - - ~ - - , ~~15;~ . RATIONAL FCiRIIULA HYDF:OLOC'{ DATE =B- f-8g DESIGNER = CAlyFBLLL B:-iSI N E-Pd { 1 00' ) ~ FRCJcCT NAME ='--3'ULL I',JH"IV i'AF:F` CENTER DESCF°IPTTC]N = INI]Ti iNA FaVE SUBL=sFii:_A 1= .0813 ii[dRLS SL~~AREA 1 1=;lJIUC1F'F CQEF3= ICT EPJT ~9 T~TPIL (iREA ° . 0'015' ACRCS COMF`DSI TE RI,JIVOf°f= COLFFY C I E9VT ~ .9 CIVC-RLAND FLQW VALl.lES Gt = .15 L - =5a 5 N _ e016 S - a C) 2, CH;N1'vEL FLC7itJ Vi=aLUES L - 100 21 = 12 i 2 _ .167 N = ~ C)16 Et = i= 5 = . 26 TI3 = .127 CC7MPUTED VALUES DEJR - 5. OC) ilCr = ~.18 G?1Ci - e2--" DA - . 2b ~ hAT I ONAL FC]RN4JLA HYDRQl...OGY Gy;7E -B-- 7--99 DESI[aNEFt = CAIIF'BEL..L. 5i iSI N E-hl (X00°] F°~OJECT PaAME = SuLLiVAra PARf; CEN7'ER L7CSCR1F'TION = IfVI]Tr=i64A I'I'v'C SUBAREA = .0315 ACi"ES aLJBAF'iEA 1 Rt..lNCIFF COEFF I CI EI'a7 = .9 TC]Tr=sL o=iFiE i~ . 061 i riCRES CC11"OF'❑~'° I`f E RiJN❑FF COEFF I C IENT = .9 t3VCRLAiVD i° LC3W Vf)f_LJES Ct = .15 ' L = ::.5.5 PJ - .016 a - n ()2 GHRIVNEL FLOW VFwLUES L = 10Eo Z 1 = 12 Z? _ .167 PJ = .016 B ~ o ~il `T' I7 ~ 0 1 0' . GON►-'iJ1"ET7 VALLiES - LlUR - 5o 00 I Yc+ - :7. 10 C?1[_' - . 2-; , 0r - ~ 2::, • - ' . .4'. " ' , a, r. . _'a • - . • . . P . . 'r' - - . y . . . . . ~~~r~ . F`tAT IONAL F'ORfIULF H`dDRIJLf]GY DATE = 8-•7--39 Dk.5I .C'aNk.Fi = CAl"iE='BELL Bria 1 hf E-N4 iOCo " 3 . ~ 5 F''MuJi CT iJAME = :sL1L.E..I'Jr;lu 1=AF:~~ CEN7EC'~ CEISCRIF'TIL]N = INDTANA AVE :aLlBAFikA 1=.(:)815 AChES 5UBAFrEA 1 F:lJI'JCIFF GOC1= F T C IENT = .9 i"QTrriL ARErw ~ . Cfe'315 nCFiES COMPOS TTE RIJhJ❑FF CDEFF I G IENT = .9 . (:]VERl....Al'JI7 1=LOW VALLJE i Ct = .15 ' L -Z 5.15 N .016 5 . 0'? ' CHr'tiNNEL FLOW t1ALLJES . . L - ] 0cj L' L = 12 Z-2 = .lE}7 rJ - .n16 , k; = iY TD = .176 GOi9F'UTE]7 VALUES I:iLJR 5. CiO 110 _ 3.18 CI 1 CJ - . 2? . O1"1 . S L!d C-filAN PFLK 1e- "Zsve~ 00. IlSoq ~g r-wm ~ .F-.- rI_ ..~~~..Iv~ tt~~n~ -rv ~.~~-~v_~ . ~-~►~r, - . _ - _ _ ltU ~ rv TD j !2.`t'DD r-flaFfT 6F ~ . . ` _ '_'~..._....-...d r.._.--.._. ~ F~ ~ti~,~ ~~1~~ d3`-~-~- 1°•-~e.`_~.~~'~~~~~:~~ ~ ~1~'~.~,4...r....~.....~.r.R.~~_ . _ - - - - • P/a~1'C`: ~ ,..12.~~. ~ `~,~.v.3~.~35 ~ ra,_ - - #[oot.ov -7- lo6.mo. ,...~y!_3o,p~ . ~ j S ~ _ . _ _ _ ~ . - • cc- - • ~ ~ ~ Q~D.~.... ..~~~.~.,....._.,.__..r... -------~lt7 ~ VDaFT. SWAt.C- S..(Z:,. ..._..._~_.,~.._~.°.~.~,~.,~T~_5~►JA~ESy~ ~.SD ~ ; . ~ , . , 0 • • ~ . • - - - - ~ ' ~ _ ~ , . . _ . 1 ~._w . ~ ~-----,CY~'E'1~►;""DRY1N~~..L' ' - - _ ~ I__{~,.__[..lb`~".. ..1DG+r ~ I l~U'-i'6GD' I 1~Sgf_. ` 1 IOD° I IODrs 1~fi0~~ 1 EOfl" l dCfl' r to0, 1 - . `y' ~ .,~~t' q- '2~,, °z~, ~,~3 (ID. 3~Cr-S.. 0uT)...~. 7 _~~~~W_.. IWT. - - .Y _.w.~._...~. _....W.~~._._~~._..._._._~.,_._. . _ _ v.._._ TYP~ ~ Dr-Y►~F-w- - . . ~W . k,. ........e__._., ~..~_,~.~~..__~,~..~.....~~__.Y.....W_.. ..r.:~_....~_..._...~.. _ - - - . ~~,~.___.~._~..__F_. _ ~_____r___~.__~--•------ -__.__~~w__._._ Y.~..__.. i ^ _ 37/54 RATIONAL FORMULA HYDRQLOG`r UATL = 1 1 l9: a9 DES I GIVEF = kL W MCMULKI N BASI N E-N QF: E-S _ 1='ROJECT NAh1E = SULL IVHN PARF` CENTER LiESCR I F'T I ON = I ND I F,IVA F,VE - SUBAnEA 1=.95 ACF;CS SUBAI;EN 1 RUIVQFF COEFF 1 C 1ENT = .9 , TQTr;L AFcEr+ = .95 ACf;CS COh1F'05I TE F;UhJQFh COEFF T C IEPJT = .9 CVERLAND FLQW UALUES Ct = .15 L - 35.5 N _ . 016 J = • 02 r CHANNEL FLQW VF;LUES L = 600 • zi = i= z2 _ .i67 N _ .016 Es = 0 5 = .005 7D = .442 COP1PUTED UALUES DUR = 5.00 I10 - 'a18 O1 i? _ C2 . 7' c~a = 7_2 • 54- BaWSTRT'NG CALc~LH-T i ONS. _ r;ATL = 1119~69 DLSl. GNER = N' W h1CMUl,..f :I IV BAS IN E-N OR E-5 1='F,Q,7ECT NAr'IE ~ SUL..LIVAfo! 1=°ARF'; CENI"ER ~~SCIr;rPTzora ~ INDraNA AvE t t Intensity Odev. Vir, VoLit Storage (rrlirr, ) Csec. ] (in. /hr. ) Sc.f.s. 3 (cu. ft. ) (cu. ft. ) teLi. ft. ) - . 5 a 0 1* ~)100 31. 18 2. 7 2 109~ 90 1007 10.0 600 2.24 ' 1.92 17,44 1SO 1164' ~d.0 900 1a7i 1 .51 1516 274a 1246 ' 20.0 1200 1 6 45 1.24 1614 +60 1254 _ , yv . i ) 15 C) Cs 1.21 1.03 3 657 415 0 1207 - ~C7C+ 1800 1.04 . 89 1691 540 1151 ~100 . ie 171:7, 630 1037 ~ 40. Ci 2400 . P2 .70 17JY 7 21 0 1074 45. o 2700 , .74 .63 1777, 210 96 5-0a 0 zC3L7C.7 . .56 1804 900 904 3s} cit) • 6'F7 r n.7 a.,l 136i 990 L3 7i 60.0 3600 .61 .52 1931 1080 e351 " 65. Ca i9 a sti 60 d51 2i C0 1170 066 70a 0 4200 ' . 58 e 50 2 1 L 1260 e7v ~ 75.0 45Q0 .56 .47 ' 2iE34 1350' e--4 B0.0 `Y O OO r 5 3 a 40..6 2221 1440 73S 851• C3 5100 .52 .44 i L 9F 1 15ti:r0 7101 90n0 5406 .50 . T:1 =32 J. C]24+ 7:T2 ~ 915. ~_s • 5070C, .49 ,4'~.' 2411 1710 . 721 ~ 100. 6004J .46 .41 2504 d G7C~~~ 7 04 I~H E f'IA A 1I'ILJM SIOPII"'1L7G 1.7 \ i„54 a 1 J'T...F LU. -FT-.) t x 4: Tfie time oY concentration is 5 minutes, The L.Indevel oped f1 aw out i sQ-3 c. f iTEN YEriFi STC1Fi1°'1 CAL,C ~ I e• t , . wL r vA-n1 - - ~ - - m - - - _ - _ ~ - _ . ; . hl ~ ~ . _ . ~ ~ - ~ - - - ~ - - - f!•--f~'_ ~ ~ __~P~'~Iv~ ~a_ ~~'7 ~ L~ ~ ~ ~ { - - - - - - ~ , ~ - ! _ • ~ ~ .I~~ , _e_ . . . ~ { - - - ~ La ____~d $ •I~~._.!~-~_~....~~_ .0 -2. , j _ • , - - - - - i • - - - - - ._._..Y~ _ _.a - - - - - ~ __~-~P~+e-~~ _ - - - • . , - - - YG'~ a - - - - _ ~ • , _ . _ , _ ~ . . - - ~ - - - - - - - - - - - ~ ~ - - - - ~ - . _ f - - - - - - _ - - - - - - - - - - - - ; _ e - - - - _ - - - - . . ~ W - - - ~ - - - a - - I~ f . _ - - - i~ r ~ V4 ID - - - . . _ ~ . _ . - - _ _ v_~._.-------- - - - T - a~~ zt 04 i 1=.ATI CiNAL FOi;MLJLA HYD~'~~LOG4' . r DATi E = 8-?-$9 I3E5 T GNER = Crlf'1F'SELL BoiS IN F-N+ 1 C1(7' ) PROJECT NAME - SULLTUAi'J F`AF;K' CEIVI"ER ' CESGR IFT I ON = I lolDI ANA AVE ' SlJBARCA P=.0915 rsG~ES: SUBARLA 1RUNQFF GOEFF T C xENl" = .9 T❑TAL F'iREA = .O~"31 5 ACRES Gf1MF'❑L+1 TE F;UEtiIDFF C4EFFT C IENT = .9 CC:IVERLAND FLCiW VALUES Ct = .15 L - 7.5. v IV - .016 S _ , 02 CHAP•INEL. F!.=.dW Vi LLJES , L 10 1 C-I Z I = 12 Li = .167 N ~ .016 B _ ['1 S ~ ~~9~) - 1"17 = .1'.'5 caMPUTED vALuES D UR -5. 1) f_3 110 - _a~~ ~10 - . Z= OA _ . 2~ RAT I ONAl. FOF;MULA FiYDROLCiGY . D;7E = 8-9-89 DESI CNER = CAMF'BELL BAS IN F'-N ( 1 00' ) FROJEC°I° I"JAME = SLi[._LI VAiV PAF;f~' GEiVTER L7 E-,..,- C TPT T C3 iV =INL'i IA1`J A AVE ' S+JBiREA I. = .0815 r'1CREa SUBARErn 1 FiLINOFF COEFF I C IENT =.9 i C3T~iL. i-~-fiEH .0815 f~GFiE~a Cf]f''lF'ClSI TE FiUf`•1C1FF CCIEFF IC I ENT C3VERl.,A14D FLOW UALLJES Ct = .15 L iJ .016 . . 5 ~ .02 CHAN1`JEL FLOW VALUES L = 100 ZI = 12 Z2 .167 N _ .016 B ia . 0C7~ TD = m 176 CaMi='L1TED VALUES UUR - 5 m 00 110 - 7.16 • C) 1Cl _ . 2 t? ~ - .27. Fr"AT I OhlAL FClRlIlJl...O FiYDROLClGY • Dr=i°f s = B--9--89 DESI OIVER = CAMF'BELL Br;5 $ fV F-IV ( 1 0~.~+" ) PROJEGT NAf"fE = SLJLL I4JAN IDf~RF; CEIITER DESCF'iI1='TIOCJ = IIVL7IAN€-1 F,VE ' SUBAIREA 1 = .08115 ACR~~ SUBAREn I RUNOFF C$aEFF I CI LNT = .9 TGTAL FRiRCH = .0815 RCRES CC7MF'C]S T TE RdJNOFF CGJEFF I C IENT = .9 4JVERLAND FLOW VALL1ES Ct ~ .15 L - Y5 A5 N = . 016 S 02 - CHANNEL FLCJW VAL.UES L - 100 i1 ° 1h Z? = .167 I`J . 016 B c~ s (~.-o e ~ T D = .16 CC]MPUTE=I] '+1~Ll.lEa DuR - 5.00 • - 110 = L , 18 0. 1 C} - a27. - OA = .27. 5t.;tL~.iV►oN PAP-K Zv S tAC►. 11509 11 /ci lA,c1 KWM oF ~ a ~ a ---a 'F'T 3~. T. " _ ~ ~ e~_ ctzE o 'I~ o-~.I-F~a4 N ~ T~-.-1-`~-•t~C-6 ~ , + Ln ~ . 1 ~.~~rt~v ~ ~~.►tva ~~D, ~l 3 ACP-EW_ a, E z .r_raQ=Fr _s wALr-- S--!i 100 r--T. 0. 5vwa o f U) 'CYPF- e I ~ I 1 I V I I r I ` I i I r q ~ ~ l ~-a-t--~--F•--a-~-~---1~-~-~---+--~f--~--~-I----r----F~--r..__~-_i,_.~~~~r~+~f_._~~L ~ .icn I mo isaa a uo 11001 u+a itoo ILOtIqo Iuo lion jib* 1 taa t Ieo t[oo o looiioa l iau ~ tao l ~vo ~rno troo ~+ao y[uo iroo 1100 11040 I t¢a 1 1 --~a 12~~.~0_ h~?~nr-_y ~''a~~'~~M p __,y~l.~y ti'~..',r~?~~~~_~~~~~•~3~~~~~3s~~-?~tc~~ ~~_~~°?~y 4. G ' c ..~e...__ ~E Qut R~.~ ( 1. Qo-Fs Ou-r) ~ 4 zw,& f- T ~ r~s~y~~• ~ . , .~4--Ls -0-_fff ~ ~ ~x ~ ~{j. ~.-3,-l~-2_~ ~A!I A F V►~ S~. E_..,'. ~ ~ L77-Y- A1s1-IF- L L- ~ ~~5,+ . RriTzONr,L FORihu~~ HYDROL~GY DA-rE = 11~ 10.~ ~9 IDEs 113NER s Fr W MCMULKIN BAs z N F-lv ❑R F-s ~Ft0~L ~7CT NAME = SEJE_LTWAN PAI-~K CEIATLPi GESCFiIPTION W INDIAf4tA fi'JE SUBr-ERCA 1 = 2o = ACRES 7UBFIREhi 1 RUNQFF COEFF T CZ ENT rDTAtv A;;EM = i ~ ~ 2' A C RE 5 cQMF'OSx TE RuNn~~ ~~EFFt cz ENr = . ~ ❑VERLa1a~ FLOw VALuEs 4r L - .15 L ^ •J ~ e .L...! 14 w LjLG ~ 2 4f-iAidf'+fEL F"LOW VAL.LJCS " L. = 1950 i 1 = 12 ~2 = .167 ~ N - n s:i 16 • B 0 " E - .01 °l'T7 = .4768 :LMF'!JTEL} 4'F;LUES ~ DUn - 9.89 T 1 C) _ 2 26 . C! 1 . . ~ /f r P(3Wa7F:IN6 CnLCLJLAT I CJf'JS DArE - i 1I 1 0/a9 DESIGr~ER - K W McMuLKIN BASIN F-ra LIR F_ 5 F•RDJEcr NAME _ SUz_LrVAr~ ~~~PK ~ENTER DESGRrPTION = TNDzaNA aVE t ~ I ri -kE-1-1 5 1 t y Ddev. iJi i, VOL.it Storage fr~ir.. l [sece f tin. /hr. f [cu. •f't. ) icu. it. 7 (cu. t. ) ,J~.0 ~ 00 6.64 2669 7c)(s 7769 _ ~.~r9' 2.26 4.71 ~ 7=r 5 5 a -s 1 15a' ~.iP. ~1 esiiv 2'a 24 4.68 -.ai vt:1 600 7.l.:a0 15a~~ 700 1.77 " e7rf 4072 VOr) 172 2G. C_S I200 1.45 'Z el]_~ 4244 1200 ~044 25. 0 1500 1.21 2 . s31 4299 1500 2799 1. 04 2.17 4s47 18i1t:s 2547 C+ 2100 .91 1.90 4':74 2100 2274 i, 2400 . S2 1s 71 4455 2 4 1?C~ 2C.155 45. 0 2 7 C%0 . 7-1 1.55 4=ti34 2700 1734 50. C1 7,000 a68 1.421 4546 7()[ aC1 1546 55e i 1 :~7.00 .64 r a:74 4679 C10 1:~ 7 9 60, C) .61 14 fi42 -~600 T~~y`~' _ 65. 0 9 0 0 . 60 5096 . Z7900 11Y6 70a c7 4200 . 55 a 1.21 5.1= 1 42 Q 0 1171 75.0 4500 .56 1.16 5449 4500 7=fi i .e E30. 0 4600 o~~.t 1.11 55=5 4 r'3- C1 C1 7~,.5 ;35e Ca 55 10 0 .52 1. 08 570 l 5100 601 9t) a i a 54,06 a;a`~ 1. 04 5046) 5400 443, ~'i 5e C_f 57 00 .49 I. 60::~B 5700 _'ra 1 [^1Ci d i 1 600e r .40 1.0( 6216, 6000 216 TME MAX IML1M STORr7GE 1a(7,I7I . 7 r5:'9J58 Gi..l. FT_~ ~c 7he t 1 me of cos-:cer7 tration as 9.889596 rnt nute s . TFre Lir~~evelaped f I ow aut is TEN ,'F AR STORM C:ALC ' t • , , ; ; ~ , , ~ . , . ,.....r.~V_ _ . . , ~ _ _ . . ,r__ . _ . . . . , . . . . - - . . _ _ . . _ , . W.._ _ . (OP~NIN~ a +Ja 9y.._1 DpF), ~ r.. . ..v....,.~... _ ~ ~ . . ~ V"1(9, 16 ~ If~DEPPEES51DnJ C).5~~.~_~~,~_~,~ r.. . _ . ~ . _ . . _ . ~a _ _ , - • - - - - - - - ! S: o - _ - r,•~ D.5/ - ~ _ . . , . ..-.v. ~..~•_...a~.~.~u- . f ~YO1 10P'ru-oie~ Iso Lsfr ~ ~ . _ I . - , . ~..-.,.~~V..,.. ...e . . . f'# . ~~1l~.~. ~l~~V.. 1.~..__. , s __J I _ ......a ~ .•.u.. i~.~..~..~.........~......T._..._.._~._"'..~~ <<- • ' "I , -.r_ . ~ . , v _ ~ e. . . ~~r... ..sr..-~..... i~ a. ~.a.. e-.. ~.rsm.~~,.v.~~.,.ssa ...s.ar. s....~rw.~.. ~u«w....wevw... -sn....»...~.wi i.-.... . v-..~.a .'...ut.-ar.~-~.,e.. , , . .a ' { ' _ _ . ~ ..v ....~......e..~...~. ~w.....e a. ......a~..~.. . . .........._.~d__.......4.. . . ......._-....e~..~..~.......__.... _ I+! I ' " f _ . ~ _ . . .__'..e.rF-....._ ~-a~.<... ...,...r...._.-.... a~~...._....,..w..........~..`..~.......,-.....-.-...-~.,__v.~~~_ ._,_~,_-...--w ~ dp i ~ • _ - - - a . . - ' - , . ,w__«, _.......,..._~,.....,.u.W .e,._.w~.......W...~. _ ~ - . . - - " , ...............~.......,........,..,_..,,a.....,.~..~.._w.....`.__..~ E.,._._._..._...,......~...__.., v..~.,_ ° - u e__...._- • _ --~..__.m., ..~-_.....F _ . , ~ , ....v.._._._,. f e_ ~.,a,... . w . a....~..,-...,a, ~ - G . - . . . . . . . ~ _ ~ . ~ . . .».v- , ; . _ . € - . . . k... . , . _ _ _r.. ....w...__. d_d .....vWe . y . _ ~ . _ . - . . . _ _ , . s.. _ . . 1 ' . , ..~-_.•_•__F._.___._..~..e....r.._.,.-.,,~_ _.Y.....~d~.,...--.»..-."•_....»......,.~_.~..._.~......`r..-.-......»....--. r.. ..4___ ~ . F.AT I C7NAl.. FOIRI'1iJi...A HYDrzOLOGY ' . LinTE =9-1 1-89 I7ESI C7ivIER =CAMPBELL ' BASI N G-IW (1 C)C," Y F'ROJELT i'JriME - SULLSVAN PARK LkNTEFe 17ESCFiIPTION = xIVDIACdr+ AVE S iJP~AF~~A 1 = , r~g~:~7 ~tC~~~ 51~BAEEA i RUI~lClFf- CC]EFF IG i ENT = .9 T€7TAL A€;ER = .0907 ACRE5 CC7MT aSITE I;L.IiVCIFF GCIEFFICIEhiT w d? [7VERLAND FLOW VALLiES C;t = .15 L _ ?q.5 N = .016 5 - .02 GHFiNNEL FLOW VAL.L1ES L - 100 Z1 = 12 , Z^ _ .167 N ol6 B ~ s.) S - e0a5 TD = .183 COMruTEn VaG..uEs DuR - 5.00 I1C) _ 7.18 01Cs - .26 C! rr]- _ .26 i ~~~6+ : - .e14~- o . Zz/~/....__...__.__.__..._..._.__._.~~'~, .39;5~Fr; ~.-7 Z ti4~1~ 1.~.o w~u ~ D l~l~ 14_•~""1 ~Q-_ _ _ _ _ > in_ .Q----~-4.- tvv fel% s~Kt~Ss C, 4 - _ F _~.__.r.~__e. _ ~.r._._'_'~__r~~....r __..._....K.r... f J I i F I I M I I t ~ - - ~ ~ . ~ - - . _ _ _ ~ ,..,~/b_ _ . _f~. ~ ~cro . ~no.u_~ ►nrs ~ wao ~i ra~ , t~i~] ~ ~iao~ ~loa s _ , . _w ~ ~ w _ . _ Irv , . . - . r~: c..,,,.,v ~ . .w.__ . _ ^--.Y•'.~- Y-~~ ~ D'F~.A►G E~ `~~m.. A.~.,. W E 5`'~+C~AG'~_~,~ ..i ~ i 5-7.1..~~T;.~.. iN r'~..~.~ . _~a.._ . . - - - - _ _~-__:~~+Q Igl.~~.~ ~ ~ W_._ . . _,~....._.~_u..~ ..4,.....W W~-- o ~ .w. _ . . , ; ~ "~~~?.►o~ _ ' _~~~►~i i~~~ ~ I,~p ~ -______.y.__.__ ~.Vh~I+~~BLE ~ 4- p T. I~~~ ~~i• *v l3D~i . . tor--T) ~w ~ y ~ ~ ~ ~ F:AT I OIVAL FOF;PIULA HYDROLOGY DATE = I0/20/89 DESIGNER = F: W MCMULk;IPJ BASIN 6-N PROJLG7 NAh1E = SULLTV(-liV F'AFF•' CLN7LR . • DESCRIF'TION = INDIANA AVE SUBAREA 1=. 72 ACRES SUPAREA 1 RUNQFF GOCFF I C I LNT = .9 l"C]"I"AL Ar;Efl = .72 AGRCS COi'1F'OS I TC F;UNOFF COEFF I C I ENT = .9 OVEfiLAiVD FLOW VALUcS • Ct = .15 L '5.5 rJ = ~C;lb • S = .02 _ CHANNEL r=LOW VALUES L ~ y.5i? Z1 = 12 Z2 _ .167 . PJ = .0lb B = C_) il - .005 TD = .3907. COMF'UTED 'dALUES ~ DuR = 5.00 110 - 3o is r _ 6, 1~1 - ~o C►c, t_:06 ~ - ~ . ! . , ~ . . , . . . . I • • • , . . . . . r . . . , . . i z . . ' , . ~ ` ' l • -•f • ' ~ BdLJSTFi I NG CALCULAT F QNS DftiTE = 10/20/0'7 DESICiNE~'~ - h: W I"IGF'1Ul,KTEU Bi15IPJ F'f=iCi,311C i IVA171E = aIJLLItJi N F'flFtiK CEfJTEiFi • DE5CF:I PT T C]N = I NDIANA aVE L- t Intenszty Odev. Vin VoLtt Stor-age (rr~an. ] (seL. ) 4in. lhr. i tc.f.s. } (cu. ft. i 4cu. rt. ] (cu. rt. l Y. 18 2.06 828 90 7 ;3 110,0 600 :2.24 1.4 5 l019 160 3719 1'v. 0 ,00 1.77 1. 1_5 1149 2 7 fJ 879 n0 I20 r 1 a~~ .9~~ 1'~~ ~ _ fa[:~ ~36 3 1.`°.~t-) Cp 1.21 .78 1~5 6 4150 806 ?0. rs 18on 1.04 a67 1282 ~.4 4 v 742 ia. t) 1, :1C) w91 .517 1298 a~1c) 6 6 c ;s_i, !r iklc)rr . 82 . 5:- 1 ~ 29 7LCr 6+`.~~i' 45nC; 2700 ' ,74 .4~'s 1744 s3.tJ ~7 4 - aCa m 6B • . q 4 90~) 46: v~~ C; '=f:F['t .64 .41 1411 990 421 60o C, 4600 .61 a 4c] 1q 6: f C)faC1 .~8'r 711700 .60 .:',,''7 15543 1170 LA: x 7 C). 42CSC; . 58 ' . 7~3 1617 1260 357 ' 7 J 0, 4500 .56 . :76 1655 17350 7, ~ 2-0. 0 48C10 . 5 7, . :~4 1604 i44~'J 244 a'sQ 0 . J: . _ _ 1776 15e0 -n;_16 90b 0 5400 JCi 1767. 162t) 167. 9~a C) 570s:' .49 .4f~ 3842 1710 1~~2 1 i:.a0o Ci vcw) i ) . 4B , 7.1 1 69e 1800 98 `I-HE MAXTMLII`'! STORAGE I5 C-79.257,?2 C1J. FD_ _ ~a "~~e time of eorscentra.tion 1s 5 Mlnutese 1-h c iJi-i EJ eve l rp E-d f 1ow tDt-f'L a s C. r. S~ - l-EN YEAR STLlRh1 CALC ~ SuL-L'lVAN PkF;4C i _ y-V+1 N1 ~ , 1-4r 3'r 2.5.?.2+ ~ 1L40 t 5D ' /y PAV~". • , .w.r._.s-_._.. - l'~3t'f~.~'Lf__ _ _ . _ _ . _.~.y._..~_ _ _ #K 14D1 3 ''x'ti• _ ~ ' . _ ~ - _ _--.`~Y3C3`!FT6.~'~, a_~`~ ~S ~F7, r~ 0 D~o _ . - d 1-4~ ~ -t S:SZ r f ' ~ ••Q , ~ W . .r.w_. _ . - ~ e~.:~ ~i ~ ~a +,~~7 ~ ~ - _ 2g 4 Ps _ , . . . _ , _~...~.~.....a. ......u....~_...~.._ . __._.._.___f. ~ - . _ w ! L~OW POt ntT ,s-t 0-0 Y4 A ~5 . . _-t ~a-t-cv 1 t - ~m~ D. ~ cr-S bu7~ - - -y - . .~_e .~`_'~+p~ -~-S~Q'~►6.6~_;_.,.,,...3.,$~~:~n`"'~'~:?'t.,..~, ~ ~t'?~ .--z F--~~--.--~ _-.~T 3_- ~ • - - /~V~1t,~~B4~ ' ,.w.. ~D, ~''r~„ ~ _:~C~ '~'r, ~..l~,D~ l~Ti ~ >4-~ _ . . ~.._.W_.... . __~.,..~.......,.~_.ti rlfrr.r,._,,. - - ~ ~ . v, ,~a... . ~.v.~.._„ v~ s. _ ._.x_ _ ,L . _ ..s.,. . . _ . _ . - - - 9 Q / _ . , . . . . . . .,.~.F.._..~~ . . s~~`~~ _ S~~r_14"~J''9Q1Aa F~, - - - - , . . . . . . . _ _ 'G~5 Sf ECINLIrilrET+ . . Z ( • a - a Q - ~ - ~ . . ~ _ , . . . . . . • , ! ~4 ..r ._...d..-,_.._............_ ~ l4 ~ ~y ' ~ - _ ' - . _~;1. __._._-~~1~ir"ai~~~D~~WP'~ ,.,~,li~l~ ~ --+r►--- .._,...~.__~...~'_~i...~____...~~..a...._.._.__ ' . ~~~1 ~ ~ h t fareW '4] ~UMD F5Q I~~ ~~L~V~ ''~,T //;/~~11~~~~1II~~,~/~~ _ . . . ^ I oa - - - - - _ - ~ ~ L., r bz J ~ ~►a~.L~~r~~a ~~N-~~~ zv J'~g r- wrm o eP4 t4.$ F~v~,.. .t.T. . . _ . - ~ 1N1LFsEitT Y~4ULT t'0. ~J9'~C~ " . ~ . ' ~ I~ * ~ + I , , • ` F • ~ ! . k ` . ~ a ~ ~ . , . . - ~ P c i • o • r s ' ~ + ' ~ ~ . . . - • ~ ~ ~ 6 ~ • ~ ~ iy • d _ ~ rfe T f + • + a y ~ r,~, : ~ s' ~T.~ _ ~ ra ! ~ + + ~ ' + • ~ Y . r.~ • ` • 1~• ~ • ~ • ~ r ` . • ` I+ ' ~ • M ~ a ~ . Law- POINr AT eu~~ OPENrMS S-rA, ._t4S-tDv THEizF_FoEZE ~ FROm P*. 6-40 6u1a5LtN95 FORL sToRMwATER" , • ~ ~ ~.2'q G~~ . - . . - - P. 67 ~ ,pEFTlal OF WATER. A,T ENTRRNCg ,IN' reet 7oTAt RE1aH7'' t1F'._DPCAfI1V4 IN FSer _ ~17 + , , . . . . . _ _ - . . . • _ - • • • . - - ~ . ~ . . . . . _.a . _ • • . . _ _ _ _ _ ` ~1 ~ ~ ~ . ~ ~ 7~1,~_._. _ _ ' ~ _..Sr...il~ffll w. 0.33 . . . . . - ~ - - - H! ~ _ . ._..y...__ - --s•-• - • - , . . _ ~ _ . ~ _ . . . . . _ . _ . _ ~ . . , ~ . . . . ~ ~ . . . . - ` . ~ ~ . ~~EC1F~L GUR~ 1rdLVZ . vy J Z'- Qt~ ~}?PENIN6 . • 1~ ! 1~'E~'E ~~C VA%Atr'r C.4 . . . ~ ~ 5?p/ RAT I L71VAL FC]f;ML1L,A hl'f DF;OLCIGY ° D€-~'TE = 10J201`e9 I]ESIC;NER = K. W I"ICh1UL}:xN BASICJ G-a r'FiOJEC I" NAI'°lE _ .~~iULL IViyiu FiFif•. GL14TEFi . 13ESCRI F'T IOIrl = I 1113I ANA AVE SLJBAREA 1 = .9 ACRE'S SLJBAREA I F{l..liVCIFF CL7CFF T G IENT = .9 • -I"CJTAL AF'iEA = . i ACRC:S CL:1Mf-'Ll5 I TC Rl,.i6~~FF COCI° F T C IENT = .9 CIvEFeLAND FL i]W VALL1ES Ct = .15 l., ' N - .016 S - .!}2 CHANNEL FLOW VP,LEJES . L - 45c: - Z1 = 12 Z2 = e147 N _ .016 0 5 a 005 T D _ .414 COMF`UTED VnLUES I3UR - 5. 00 ' 110 12 1C) (2.28) G!Fr I►OW PD1N"C 10 -lCVlE?-lGFDlZe ~-+O . ~`C~a~v~+~~N~s ~o+~ ~~~R1+rlW~fa'TEt~ Y'~IANAG~i~1~~lT ~a~~ 2 . Zol + tr.1, ().3-> FS . -Tb' P-t- H~1GHT 0'F ~'{~~~aiN~i l~1 rrE~iC , ~ ~ ~ ~ • kA ~ tN. ~ ~•~a~li 9EPlH DF ~iF►~~'~ AT OPEh1►NI(S IFV-G'L' Vl I~,3~ 542. q~ r,~~r~ C)lz o. 6 Z ~ ~ x cz ~ 1 - ~ ~ ~ ~ 5,CaZ ~D3~~ ~ p.33~ 4 .5j?eC4f~U It4LlET ~+41 2"-~ DeSNiNG • - \N L ~5 F-T V f, ~A1..`T 00 ► ~ - • ~ ~ BoWsTr; I NG CALCtJLAT 1 OIV~ D'"'TE = 10/20189 DESIGNER = k` 4+J i'9CMd.lLl;xl~ BAuTN 6-6 PROJECT IVAi'lE = SL1LL I VAni F'AF;PL CCNI"EFt DESCnIF'TICI{`! = IrJDIA#~A A4'E - t t Iaitensx ty Gdev. Vr, rf Vciut Stor age (ritan. l tsec. y din. /hr. )(c.f.s. l•{cu. ftg y (cur ft. ? {cu. ft. 5 a.CS ;r; '=t_liJ -y. 18 2.29 920 9C) E3.10 L Ci a 0 600 2. w 1e 61 a 1 ~ 1130 , 9512 15. 0 900 1.77 1.27 1~.~77 270 10 kl) 7 20.0 1200 1. 45 1.04 13 15 9 3,60 999 1-5 Cs 1.21 e137 1;V6 - 45CI 94 -~Cra Q 1SOCy 1. 0 4 ' .75 '1424 15 40 834 y 1~ sta .91 .66 144, 6~ CM c71 . 40a C_ 2400 ~ ai .59 7 - 720 757 _ 45. a 1 2700 .74 . 5:17 1493 81 o 68, ;c:r ;c_)tD(_, .68 .49 1519 9Cs~'~ 619 tD .6$ e4'r.s- 1 569 99t a 15 73 60, 0 3600 .61 .44 1626 1080 ,=r4c~a 65. C) -,:;300 .60 . 4a~ 1714 1170 5=E4 70. C) 4200 . 58 .42 1 797 1 ~6o 15 3, 7 • 75.Cb 4Si_]41 .56 .$C;l 12=9 i.:-50 48V 10" 0 . Cr 48[_aCj . 5-- - . ::~i3 1871 1440 4ZT1 C]5j. C) 5 1 OC1 .52 L57 1927 ZJLyCI -379 70.0 5400 a50 • 7•6 1781 1620 L&i 5700 .49 . 7-5 2047 17 i _ 7 7 1[ Yr 1.LY 6000 .413 e'5 2109 180~~ :~0i i`HE MAXI I'diJM STOFsAGE I<1006. 9488 CIJ. FTD. m Tl'ie t-ifile of cC]f1CeCltirzit1 C]fl 1 S 5 iT111"ILltis. The Llfl1.". eVelCiped fl47W t7u't. 1 s (.7. f. 5~) 1'E!'J YEi-)h iTO1=i1''1 'GALG ' ~ • SPD'KAACE Cti]UNTY GDNCRETE CYLtHDER 7EST ( DATE: DATE OF Pad1R: 1l- t9~ ~t l TYPE f3F C~NC '~E~ Cs-~ss F~ ' I PROJECT: ~e3❑►,t~~-~.~ra~. CONTRAGT NQ,: PERMIT N[7.: ~IIE-038 S'LUMP- ~ AIR: YIELD: *mPEF€K** ' RLACEMEN7. • 510t-~-0*kL-%L- O,a r•~. 5\0E tut.,-►a .,)tAct ti,"rr. Lai 51.u-A.%)0%.3 61650 LBS SPC04=3225 11128x,31 07:37:46 50630 LES SPCCt*0225 . P 1r?8/S1 07: 37:41 N 59260 LE{ SPCO'g'0225 ~•i~: G. P. r+n, CaNTRACTQR: SUPPLI~ IN~'JPECTOR:- 11✓28• S1 07..7.+7. ;~a 61820 LES 5FC10i,0225 I 11.~2$/51 ~ ~~EM~NY ~RA~►1~7: CEMEIdT fiYPE: ~ 14IR ENT. pCENT:_ cU; 70 LE'~ SPCV* G?25 11/°?y/;l 67: 37: ?4 ~ Gylinder NQ. .2 585r•O LBS SPGO+C, ~~5 Lab No. 11/28,,sf 07: 3r: 1 -j ag ! Date of test lz-- W~ 7~~ t I 1~~l 7-~r~ 1~-~7 •`~1 ~ ~ W'~AK0 ~ - i Oy1ind8r age ►5 ~ gs~ 2516 SPCO-4:022-5 i Height in. 1a ~ . aiamB:er in. , j , Crvss Section sq.in. ~g. ~ 2g~4.1 Wieght Cylinder kbs. i ' ' • ~ Wieght, Ibs. per cu.ft. I 1 Maximum Load lbs. '11, 14 0 Cvrnpressive S#rength psi ' Fracture i • ~ i . REMA R'KS: Cc.115. 115-Day CUR.p- c3r~ 5k'r -C, V .i i P.C.C.-I ~ - . ,J ~ SPQICANE Cf}UNTY CC]NCRETE CYLINDER TESTi DATE: [i14TE QF POUR: I TYPE AF CQNCRET'E: ~s5 g PROJEGT: ~+afl►~sr~ti~4 ►?ras~~ . CBNTRACT NO.: RERMlT NO,; E-1,E-O$-6 I SLUMP: AaH: YiELD: ! • I ry PLACEM'EF+1T• Stir~~wp►~~.c a►.a T. S■t~F., ~.u~r~-ao v..r~r~ ~~.rr. ti.aJ~ 5.~~.►.~n,.~ ~~'•~_Ej FS. • 1240A 1 'r} V.~ f•/. +`^►~•Ef'l~L k-i~ r .l `s5 x 0 L85 ':-~F'C[i + 0226 5LlPALIER: INSAECTOR:- CvNTRAGT(3R: V-,) C.,P.%'V\ ~'3b5- G F LE,A, I : F'C04,0221 12+0r_„ _:i ~1•d . _P . L CE'IVIENT BR►ANO: CEMENT TYPE: ~ AIR ENT. AI'sENT:_ ~=.4r,,r~ ~-s L~:~~ ~F~CI.E~. i~v1t V]I I~~pi~ ~ ~ ~ ~ 12 '._Er. 's! 04. i6, 48 tab Na ~ 25 ag 'e. 5Cl ,O.- SF-,,_I-, F0:_26 ~ Dateaftest 1::2 -1 +~-rl1 ~ 1.2-17-cll~ L 2 -17--71 ~1:~-I'7-91 04;36.;47 ii}~~2 26 Cylinderage 1~ ~ ~ ~ p ~ ~1s-. ~ ~ ~•,°7~ L~_ S FC ; Heigr~t in, 1?-i~~.~ _1 ~a 46 : , ~ r~ -4 . -•.::~R f E~:_ SF t ~i~,0::'F 3t ~ DiaCr~Bt$r 117. c~~ ~p•C,1! ~p ~ ~ ! 12~~~~1t~1 ~t~: Crnss 5ectaorr sq.ir~. a$.yQ Wieght cylinder lb5. ~ Wi eght, Ibs. per cu.ft. Maximum Laad Ibs. '1 1, l'-l0 ~j l~C] CompressiVe 5trength psi 3, 3Fo'acture ~ FiEMAFiKS• C-LA,15. oa ~ P.C.C.-1 ~ ~ SL{LLIVF.N Ffi9_ K 12-f E+ iaq r--wm S rA. L~ 1 + -Z~ [S.cZ.~ -iv t55-r'B-O , f2L45NT . -K- -99•5 FT.• _ ~ --51Mv,5 'FT-7- ~ 1S1#21 `Iq ~..z " - ~~a~ F~• 35.~~ • - ~ g7~~ FT.~' ~ ►~~-~r 6~.6b $.5 l1, 0 95 ~a'~ ~ . ~ 'FT. 4PE N1NG5 o d a I I I ~ I j ~ I a I ~ ~ o e ~ I f ~ 'I I Z ~ 1 p ~ ❑ ' ~f ~ 'uCk . ''ti ~ ~ I+BT F'~. SvJAI~ES ~ D.SCj~o ~ S~CD~F~~,iE • ~`~~'E H~ DR`~V~~I~L- 3~2 rTi ~~f~~~ (Cy.3, CFr "zfl~,µ ~ 1°7, Da5 ~`C•~ f~ tN. ' ~ ~ ► 2 - . [Z~ ~'~i.l R~D - ►2 1 h1 ~ - - J`FT • _ ~TO'Ri~C E • 3 5'W ~+~r 4 5c) - AVA61t_,Pv~L~ ~ A- -19 ~fl.~~~~CC° ~ ~ '~T.~ ~.l~lZ $ ~ • [,Q.~ ~~r.~(~ ~~r~ ;~Z vl ~ r . ' . 5QLL i V RN 'SDS w1C3• ll5Dq - ~_l~ S __~~I r _ ~.SCL~ 4~F~A.__~ • _ - --._.tat3 ~ ~ _ _ 47_Y_'.+~~N_~~~IC _,~~r ~_t~ _ ~ ~ ~c~ I'~~1. ~ ~D • ~_~_~t ~ _ W il1 ~~c3 W v{~~ eOLS+ 2 Vu~OT"* -Ls+1 c~ i Qlh U~ f'+1 E. dV1to ~ _ - - a~~. ~ e~n o~ e,,r c~ v~d w i l1 1 a Va v vrSrv r o, vn e- s, - - ~N ~+ic~ slu~ e~ vW +n wCtrr~~" `~c~ ~v~t~►~~~---- - - / ~ , RA i"ONAL FClZi''i1JLPi E-9YIiRLi._..CiLai' . TE 1-* ~ 39 irF-S1 CNLR = W MCwh1LJLE 11J E;A'S L N Iri -5 'n0 ,7E C i°vAi IE = aLiL1_.1VPiN F°rtiRr; DEIJTER Di-SCF+iF°I'ION = INDTm)Nfi ry'JE R~,RE~a a = . -T~ ACR~_S SuB~~=~EA 1 f,uIAOrF M]EFFlCa LEN I°DT";L ARrA = v= i A CR E S' _ CdMI 'USI TE h;IJIqC]F F" COEFFI C Y ENI = .9 OMERI_AND FL ;W VALUE5 E"t L_ n N ~ .016 ~ . 02 -i-i~NivLL F"LOW VMI_UE=`"= L - 459 = . 1~s~ • N pCa]b B = z~ 6 - o 005 l" D . e 1: Cs'.;M1='LJ I`E~ij `v`ALL.IEE, DUI°i - r5 a E_1 L_1 I IC, - "w 1'0 Ul Cf I ~ DA - 1. 121J ~~Clftitii"f~i EI'•f(`r` C;C'~L.CL.JI...,~~ i 1L"]1'J~ Dry i L: I2r' 14/E39 P?Ew,7G:NEFi I Ui 114C!'iLJL_I"i i'i Bi7a IN H-° S F'~;LDJFC; t0lfIE SLfLLTE1AN FAR}. CEiJTEF'i 1}i=5Ll'4J.PT1ON ` J.1'11.31AI1Fl Al•'E= t ~ a~ltc- r'Is itt• r!de•/o V7.n Sr'cii' t SLC~r a CI isec. 7 (ina/hr. } (L.•ras. } iCu. +t.Y iC:U. ; L'o ) (LU. ;ta ) 1.12 4$1? 71 5 x C~4 .79 552 cC) ~•7~ 15 oC) 90i_j 1y7f .62 6,-,a 270 ~ ".-J~ 2C-) a~„r 12 0 C, 1 e-1' C .51 ~6 e. Y vJ-' _ J 1;J i 1.~1 1 . 21 . 421 a~ S~} 450 2"A_; C) j eoi°7 p 04 . n• I 694 540 151 -i ~ g1 o _y i <<1' 6--0 17 24 Llfi . 82 a a'9 7 20 Fr'4~ 45. _a 2 ?i 1Q .74 .26 '723 810 --a'.-, 6B . 2-4 740 G'i 00 1 61° 5, 3 it]L7 .64 . ~s dL4"~ 9~,',°f i•.~G F 6.ti 0G., Ci 7 6FL~G .61 .2, 1 797~ 1080 7 65 _ a ~.1 [,1 y t} ,_F .2 0 7 L7 13.7 -i ~ 4 "a - ~ n ~ - r--i -r ~ .t_+~..a ~ ~FD x .....f ~ _~S:•'i 0 A 0 126 7 51, C% ^%;ai:i[1 a56 .79 ir'~ -4 _5 =T a0, 3°1 rC'it: . 5' , 19 `?ly' 14-10 --5 L, G sr.'.7,.Jn 5 1 ~.fe1 a a~.J2 q3,_b, t 1 54U[.+ r,~°..~t1 .12 i'6;-a 1620 -6 5 a~ ~ a r] 5 r 0C) .17 998 1: 7. 0 •71 xCy!:i. -J 6000 ~ 48 , 11028 1BOO 7--, -I i-;EE- I -;;,X T ri LfM STO}; AGE 1 S : i] e~4043 LLI. F= TE m"i h a ti ~r~e o-= . on Leret 3ra1_a on is 5 mi nut es~ i Fg F! LJ 1) sJ ia V r= l LJ IJ 1_s eJ f 1 o 6-1 «41 L L s -r=-rr ur:n.r_, ~•rr~i-~rn r--•nIr 1 ~ A 7sQ e {`LO. 9XrDo R 1 4- ~ bq r-w M . ~A,~I{~ 4~-~- S _ -._w. ._.s-Cri,. ..~.~~•t'_zi ~~.~•}__.~'D_~.~~_SS.~-_$~ , rz~~HT_ 'F?-OrA FtG. If.v ; ----kcl-`L>Ef?-esscoe4 ..Q~ - , . . v__._... . ~ . . • 19~, a 6,0~ . vaL. or- ~ ~0.5 ~ . _ . - x=. - _ . . . . ; - _ . . . . . . _ _ . • _ . . . _ ; ~ e ~ , - - . • _ , - . . _ , . . . , . . . . ~ ~f<-- ~ n r-.n. r ir tt ro y• - 11'h ~ f-f,p 1~.9 ~LFL~ II 'S _ ti Y DE-ST EaNEC9; 1. W 6"] C i"i i.J l_ f' 1 iV Bri s.[ Pv !d-- 5 i 1 C1 E±' i PnDjEr,'T i'•iA{"1E ~ ;;IJLLIVii•l F`ARK CENI-ER riESCh i^T ION = J. rJD Lii*I~ ~)VE ~ ; sLfBr'1F1EA 10907 ACi3ES SIJBrSI=iL= A i R4JNC,iFF C[JEi FlcJ. LI~ r= _ -i C~ i i-':E_ y6iE~+ ~~)9(_s7 'r'eC fiES CC]i''IF'OS I l`L_ , FtlJNL7FF- CL EFF~' i C 7 i=Nl CI:r'EF-iLr=EC+iL) FLOG1 VALUC" G t = . 7 L 1 r o N _ o016 9 mm ~ r )2 C i--ir1JNi.:.L. Fd._OW l•'E'-1LC1ES L _ 10.-a 1S3 t.X. .167 I'A = a016 , D - C1 E ~ [ f C) 5 1-D = a 1~_ rsL.lMPUi CLA V'AIeLIEs.~.7 I] lJ I=i ; , O I1m'? - 1s 0i=1 - a2a f i ~ S05 tAo. 11 S 09 ~ - - . ~ - . . ~....__..w..... W~~_.,.....m._..._ __.._e_.W_..__ _ , _ w.ti . .t _ S-rF-.. _dSQ-V E0. ~ . . ~ ~ ►szti".7.7- ~ ~ ~ . ~ . ~'~,*r•r . - . _ ~ , 1 ~r ~ , - ~ • - - - ~ - ~--r~'T-._.._~k ~3~ • ~ . ~ _3 5 ~ ..._~a... . ~ 7.,~ G~ ~T, _ - - - 154 ~ ~aa.~~ . . , . _H_d___..~.A...~ , . . -z - - u . . , _ _ _ 3 f'lD c-'C • ~ ~5• ~ ~'r - ~ ~1 ~3~ I~v5~?. ~_'~T~ 15'3 (go -lv _ ►54 ~ ~v.~v; - @, ~,5~~° ~W....~., . .._._D,. ~C~.~~!~~~~. _x _ . , _ . . _ ~ '~p w . ~ ~ ~ ~]i7""~T_, ° ,5W AL.~~a..,.~........,~.,_....,v. w.+ 5L?07o ~ - • - ~ - ~ t,~ ~...j _ . _ _ ~ . _ . ~ -;i~,` $3 t ~ t,av < <va I 100 ~ ►Oe ~ i~oo I tbv . _3 _ . , . _ _ . _ _~r.__ . ....U....~.r ~...._t.n....._« w . i a - °-•~"~`~~'~E..~~_+ D~V-yW~I~L ...k 1z; ~ lID`$~ - ►at~tJEJ> A,_~~__ - ~ 5-~0 iz AG EE_ s_wFL- E.V----~ 15 ~ f -r3ws L ft 8 LE ttf-'Ty - 9 _ _ ' ' _ . _ .,.-...,..~-.,..-~.v..._.~u E~,..~ .v~...s. ° - J~_ e~. ~ 1`~~'~~, • S-.,COY'1RItiW0AvY" ll'~1kk~lb' Qa`L~lwPi~,L•'~`~D w"C 1[]W ~pT~~-Q~pl,~ ~ _ . ~..a. . , . ~.v~~ vR....Tv\i6:Aavwvt • A\fe.,. ID v~~C>- 0.61aevnv+...,gY..,~P,~,.~ . t.. , - - - ~ , . , uv~~i1 ~oua.-~~iv~t `~g es-~~~li~~~~ ~`ar..~~►r~.e.~ ~r_ ~ - - ~wl~~ir-~. A t~r u~~st~~t Cn+n ~~4~e~► 10 ~ ' a►# - . . ; . ._~ovwa-°_.p ~ire-~~u#►~,^r~ ~ - , _ w~._.~ -_.~__w - . , - - r f r j' - ~ i=(p "I-iOI'•lAL C=ORMULA H'r'DRC.]L_[=1G'r' :JA"I"E = 1 6'_! 14l89 DESI ONEFi ° I W d"1Cr1iJL! ; T N BAS.C N I'I-°-I`d f-'r;C.I,.]C=.Ci 1uAME: =SlaLL.T VAE•E P,iRl; GE1Vl'LR - ~~~CRIPTION INDz,:ir~~~~ AVE v~uP, riF'i1 = n6 Ci C R E1-n IS iJL" A 1R CE Fa i Rl.1NL:1FF GC71r1=F1CLEIqT = .9 TOo WiL C]REA .6 iaCRES COMF`Q 7 ~ ~E RUNOF''" C.rJEFFICIENT ° . V OVErlLi lND FL4-lW VALUE.~7 C t = .1w L - r '.:i N 5 N - . 1 6 S ~ .[ay 4'!~i i if,;? :!i= LDW V~' ~L.U ES - Z3. Z 2, N - a016 Et a l- I7 L.O!"EPUTELi 'v'ALi.1CS DUR ' 6a i ! i Ii_j ~ 1 Si ~ m J a oI'1 r BOW.~aTFi I NG Cs LCiJI_~'il" I ONS DF; `f E= 12/ i4/a; L} k.5 I G1V E h = K W MCI'1lJ Lh: TN Brf 51 N H--IV PFiC3v ECT IVAME =.-'aLil_L T VAiV PAFiF': CENTEFi . .VEStaRll' I lOly ° IIYLIlI^Ifk-~1 YiVE t t Intensi ty L•~d av. Vi 1-1 Vout stat nge L9YS4 rf. ~ "src. 3 txr,.Or,r .7 Lc.f.s. l ~cu~ ft. i (CLL. ft.3 (C:u. ft. ~ 5w i') 700 3, „ 1 Fj 1.72 690 9i s 600 6. 2 ~ R %-4 2.89 1. 561 7 8.':; 112 671 I C;oC1 600 2a2- 4 1.21 e8c) 1sCi 700 i5. J 9 41C1 1.77 .96 9e2 270 i'1s..' ici. C) 1200 1.45 .713 a i s~ q -3 aC) 679 15 CFi.r 1.21 1 .615 106' 45 C) 61:7~ 70. 17 igcao 1.04 - .56 1t~82 54~1 '5m 0 ^i()Ci .91 .49 10~'r4 67,C1 464 4,;) a Cr ~4z=as'a .02 . 4 Y I c; 720 ~ 99 45. Cl Y: 00 .74 . A'43 I I _cj e 1C1 --.2 0 ;0, 0 ?C]Cai ) .69 . T7 1 142 9(-)i l _=c,['s .64 a;,5 1184 990 194 6[], 0 } 6[ #0 .61 . 1 0c1;_1 1 'F6' 6 i.0 719 CJ C 1 u60 2 1 294 1170 124 7[=1 . C) -"r¢f7C1 0 - 9 " .3 l. Y:= ~.r= 12ciC1 ',~~i 75e ei 4 5 0. 0 „ 56 .70 1:787 1:350 :77 SC+. C_F 4000 w 15 7. . 2 i' 1=E10 1440 ~~[_i E15o o SYCC1 .52 ."~`g 14154 1..~~:~ --i 6 ?0 e cl 5"{7)C) . 5c} .27 1 ~9 16 -1 ~3 915. 0 5700 .49 . 26 1 542 1710 -1 6B I C1i 160Cs[_1 ~49 a26 15e2 3 iC1Cs 3 L TI-iE MAn I I'lL1M ST[7FtAGE c" 71 I, f'-1?C30e5?9 CL. 1=l". fi ihe t1is,t= u-~ ~onCef`itr'at7. iJi`i 15 6, 2i2.es91 m3. C4L4'tes. 7" hem UnC.I C? V C I C3I ] C' d 4-10N OLsV aS .7- c; wF.S. Su c. L+V NI4 Fkiz1e- ao. tt 509 a~ fag ~wM ~ ~.~_r~ _~_~~v_ . ~ ~ a ~ •~--~_.c~..._.~ ~ ~ F~ . lDF-pRE 5StON D, p$1 2. q~Y. .50 --~A I4D ~ T H E G~ ~ F 0 Q~~ O 15c- ~ - - - , ~ ~ - ~ ~ ~ ~ . . - ~ ~ , RRT T ONAL FQRMUE....A H4{DROLOGY - )ATE = 12~~14,ia9 DESsGNER = I., w McMuLf'zN BASIN H-Nf100'a F'RC]JECT IVAhIE = SLIG.LIVAN PFiRK CL1V7-LR " DejCRa F"TIDN = i NDI-ANA hlVE , CS) i.JicA f--~ E A 1= e E_,90I AChES ' Sl..l~~~~EA 1R€.lNOFF COEFF IC1ENT TnrE ,a_ Ar:EA = y tf9~.~: Ac:r;Es COMF'Os ITE RuNOFF cOEr- Fr CIENT = .9 crVERLa~~~ FLOW VALuES) Ct = .i5 L _ 79d ~ - N .~16 S _ .02 CHANivc~ ~~OW VALUES L _ 1 Osa) LI 12 Z 2 = .167 . IV ~ ['s 3. 6 B - tr a = .005 TD = .18:. CCfl'1F'L.1TED VALP..,lES , DUR 5. OC) I lo } . 18 0 10 2. a - QA - .26 . ~ . - PR[3F'ILE PRQGRAM ❑ESIGN SP"EED 45.00 STATIQN INTERVly,L 25.00 STATTaN 7200.00 PI I,-- 0.00 I,,/H PNT= 0.00 @ 0.00 GRAiDE= 0.4 7200.00 77.60 7225.00 77.70 7250.00 77 . 80 7275.00 77.90 7300.00 78.00 7325.00 78.10 7350.00 78.20 7375.00 78,30 7400.00 ' 7 $ . 4 7425.00 78.50 7450.00 78.60 7475.00 78.70 7500.00 78.80 7525.00 78.90 7550.00 79.00 7575.00 79.10 7600.00 79.20 7625.00 79.30 7650.00 79.40 7675.00 79.50 • 7700.00 79.60 7725.00 79.70 7750. (]D 79.80 7775.00 79.90 7800.00 $0.00 7825.00 80.10 7850.00 80.20 7875.00 80.30 7900,00 80.40 7925.00 80.50 7950.00 $0.60 7975.00 80. 70 8000.00 80.80 8025.00 $0.90 S 8450• ❑a 81. 0ti/ 8075.00 81.10 8100.00 81.20 8125.00 $1.30 8150.00 81,40 8175.00 81.5[} €3200. aD 81.60 81. fiQ 8225.00 81.67 81.70 STATION 8250.00 PI L= 100.00 ~/H PNT= 81.68 @ 8241.03 GRADE= -0.5 8250.00 81.68 81.80 8275.00 81.63 81.66 8300.00 81.51 8325.00 81.37 8350.00 81.23 8375.00 81.0$ 8400.00 80.94 8425.40 80.79 8450.00 80.65 8475.00 80.51 8500,00 80.36 8525.00 80. 22 8550.00 80.08 8575.00 79.93 8600.00 79.79 79.79 8625.00 79.68 79.64 STATION 8650. C10 PI L= 100.00 I,/H PNT- 79.63 @8653.49 +GRAp£= 0.5 8650. 0CY 79.63 79.50 8675.00 79.66 79.63 8700.00 79.75 8725.00 79.$$ 8754.00 80.00 8775.00 $0.13 8800.00 80.25 8825.00 $0.38 8850.00 80.50 8875.00 80 . 63 8900.00 80.75 8925.00 80.88 8950.00 81.04 8975.00 81.13 81.13 9000.00 81.22 81.25 9025.00 81.24 $1.38 STATIQN 9050.00 F'I L= 150.00 L1H PN'I'= 81. 24 @ 9021.20 GRAUF= -1. 1 9050.00 81, 2(1 81.50 9075.00 81.08 81.22 9100.00 80.90 80.94 9125.00 $0,66 9150.00 80,38 9175.00 80.10 9200.00 79.82 9225•00 79.53 F 9250. 40 79. 25 9275.00 7$.97 78.97 93[]0.00 78.73 78.69 9325.00 78.55 78.41 STA'I'IflN 9350.00 PI L= 150.00 LfH PNT= 78.39 @ 9378.69 GRAL`fE= 0.5 9350.00 78.43 78.13 9375.00 7$.39 7$.26 9400•40 78.41 78.38 9425.00 78.51 9450.00 7$.63 F~ 9475.00 78.76 9500,00 78.88 ~ LENGTH 09525.00 79.01 STA'3'IdN 9550.00 79.13 k~~y 0.40 GRADE= -20.4 DEBIREU 9575.00 79.25 9600.00 79.38 9625.00 79.51 9650. [?0 79. 64 9575 . 00 79.76 9700.00 79.89 9725.00 80,01 9750.00 80.14 9775.00 80.26 ~ 9800.00 80.39 9825.00 80.51 9850.00 80.64 9875.00 80.76 9900.00 80.89 9925.00 81.01 STpTION 9950.00 PI L= 0.00 LrH PddT= 0.00 @ 0.00 GRADE= 0.8 STATIDN 8550.00 PI L= 0.00 L1H PNT= 0.00 @ 0.00 GRADE- 0.0 CREST VE86 s0. q❑ 0.00 GRADE #1 0.40 0.00 GRADE #2 -0.58 0.00 DESIGAI S$725. Q❑ 45.00 0.00 MINIMUM 8750.00 0.00 -713 . 08 DESIRED 8775.00 0.00 -563.08 LENGTH 08800.00 0.00 100.00 MINIAS47M 8825.00 0.00 325.00 DES3REI] 8850.00 0.00 400.00 8875.00 0.00 8900.00 0.00 SAG VERT8925. Q0 0.00 GRADE #1 -0.58 OFQp ' GRADE #2 0.50 0.00 L?ESIGN 59000.00 45.00 0.00 LENGTH 09025.00 0.00 -586,28 LENGTH 09050.00 PI L- 0.00 L/H PNT= CI. 0C1 -436.28 0.00 GRAi7E= 0.0 LENGTH 09050.00 0.00 100.00 MINIMUM 9075.00 0.00 325.00 DESIRED 9100.00 0.00 400.00 9125.00 0.00 ~ 915Q.0❑ 0.00 CREST VE9175. Qp (}.00 GRADE #1 0.50 0.00 GRADE #2 -1 . 12 0.00 DESIGN 59250.00 45.00 0.00 MINIM[1M 9275.00 0.00 -158. 69 I7E5IREQ 9300.00 0.00 -18.69 Lr,ENGTH 09325.00 0.00 150.00 MINIMCDM 9350.04 PI L= 0.40 L/H PN'I'= {].00 325,00 0.00 GR.ADE= 0.0 DESaRED 9350.00 0.00 400, (]0 9375.00 0.00 9400.00 0.00 5AG VERT9425. flQ 0.00 GRADE #1 -1. 12 0.00 GRAD E # 2 0.50 0.00 DE5IGN 59500.00 45.00 0.00 LENGTFi 09525.00 0.00 -167.85 T+ENG'Y'H 09550. 00 0.00 -17.85 LENGTH 09575.00 0.00 150.00 MINIMLTM 9600. 0v 0.00 325.00 I?ESIREQ 9625.00 0.00 400.00 9650.00 O.Q❑ 9675.00 0.00 9700.00 00 9725.00 0.00 9750.00 il. [?0 9775.00 0.00 9so0. 0❑ 0.00 9825.40 0.00 9850.00 0.00 9875.00 0.00 9900.00 0.00 9925.00 0.00 9950 . 00 0.00 9975.00 0.00 0.00 0.00 0.00 STATI❑N ********PT L= 0.00 L/H PNT= 0.00 ~ 0.00 GRAI]E= 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 STA'Y"IaAT ********PI L= 0.00 L{I-i PNT= 0.00 @ 0.00 GRP,17E= 0.0 v - . ~ Rr-r IaN~L FOr MuLA davnr;aLaGY ~ IiA'3"C l2i i2fE3-ri" DESIGNEF{ ~ Fi IrJ MCl``1LILf`].PV B A SZP'J&O!Fwp ST~a. i4~+'l0 ~ 14~1+00 ~ lZ1GKY r-~uu~.(v i NAi iE -SMUL.LIVrikI f='A~'ik CCIL'"1'ECi ' . iErSICri iPTI ON = a NMI ANry iiVC a 230 ~T. ~ ~R.S ~ Ra85 ~ D.zi Ac~~ q- U~+A nE A 1 = .21 ACRLS - SiJBAi=:EA 1 F:UNC1FF COEFFIC IEf4 'l' = .9 s 0 s A L ARE A = I ALRES GC3h`='CJ~~°` 1 "i"E ~p:L1E~C7FF CGLl= ~ f C ~ ~lU T ~ .9 ' Cl,) E F'L A I•! -0 F LC1W 'JtiLLJES G t = a 151 L - 7=;~' - N 4Fs ~7 ~i = t 7 2 • C HANr~I--L FLaW VALUES L .i_i~ iI mm ]2 _ 12 . 167 IV - u n1 L . j-f S ~.~1 ' TD - .2503 CC7141i-'UTED i]f-ALLiE.-'3 DVR - ve t_It_7 110 Q L ~ r = . cs .y Lol n .60 i ~ ~-~~u►~~~ : c~t ~ o~ L L 3 ~ 1~~ ~ ~ POWri I Fi INUO CALCULAT1OV'~~ ~ ~ DAiE -12i 13 o' 8c_ DE-Si. C=h•JE IR--- E' W I"IEYI`IUL_~ j f',J BAS31iv G-~; • S~A. l4~ct']D ~'0 l~~rDb~ V-lEkiT i'F'uv EC i 1'Atrbl'iC ri!_1LL 1'.?iirv F='AM IuErll~ER - DES-cR'iPr x ON INDIANA PPVPu ' t L Tntensi-ty ~~evo ',lI f-I Vuiit `Dr~~~- Ci e -'Era,-I. I Eir~a /5r-.5 ~-.f~ ~a 7 ~Ct.i6 + t.7 (C:U. ft. 7 ictia Tt. ) . f i 10 242 152 10, a , t,~:; ) 29 7 S. sCr i 17 I ff 3. a i'-' '375 27<<+ 6~ ~20. 0 1 201) ] . 5 .27 ? =8 SF 2-1 ~ ~4 5 i:] - ~ ISOr F I E_S `4 . c. 0 W Ir ,_~j L~ 3 1 16s7 -•r_~{' yI i,e; sq.~ a 17 -•79 6e~t_1 Ci y~fi,1 a 82 o1c.MJ 720 ~F.!u 0 d ~ 14 `J{J, 10 e+78 W 17- 7 C? 1'Y ~aQi=1 0r] .64 ~.2 412 ~a~f] -WfAiEa . d ~ 2% --6 5 _ 6 i i o i_1 .61 4 n~.. 'T`];.) i; o~±1 ~ 1 i i:~~sa 117ir : 0y •~'C}O 172 1260 ---788 75 C,) 4560 a i,: 11-1 0 0 t.~7 8 0~C' 4SCx+ ~ ~ 1 Ca 491 i°z --j i'~uJ7 5 1[:,ti 1C1 5{76 15.:t_1 -ii7y,1 i:+. 54-,1r_' „5 L+ ev9 .`r t~ 7 1620 11 CJu :a i i S[ 1 0»(-? 01~ 51 = e' 1 i i t z ~ 1 i i::~ "_3 6 i1Ck[1 .48 . [-19 aayE ISC1Ci -11'46 1"9-c mr=iATi•iur1 5"ropAGF l.;a 1w11. talC)i)q Ci.IN FT. • n~ T'ie ti,3ie of cnr~~entr ~ti-nn is 5 mlnUtC-SW ~ Th= L1ndev~ loped -F luw c',k_it is , c. . f . ::a Yi-N' i`EwwrtFi STO{~~ii'1 Crii...C' • sM PRoFILE PROCRAM DESYGN SpEE❑ 45,00 STATION I1vTTERVAL 25.00 S'FATION 5901.35 F'I L= 0.00 LJH PNT= 0.00 @ 0.00 GRADE= 0.5 5901.35 67.45 5926.35 67.58 5951.35 67.70 5976.35 67.83 6001.35 67.96 6026.35 68.08 6051.35 58.21 6076.35 68.34 6101.35 68.46 6126.35 68,59 6151.35 68.72 6176.35 68.84 6201. 35 68 . 97 5226.35 69.1(} 6251.35 69.22 69.22 6276.35 69.32 69.35 S'I`ATION 6300. ❑0 PT L= 100.00 L/H PNT- 59.36 @ 6305.88 GRAflE= -0.4 6300.00 69.35 69.47 6325.00 69.34 69.37 6350.[}0 69.27 6375.00 69.17 6400.00 59.07 6425.00 68.97 6450.00 68.87 6475.00 68.77 6500.00 68.67 6525.00 68.57 6550.00 68.47 6575.00 58.37 5600.00 58.27 6625.00 68.17 68.17 6650. a0 68.12 68.07 6575.00 68.16 67.97 STp,TION 6700.00 PI L= 150.00 L/H PNT= 68. 12 @ 6651.67 GRPiI]E= 1.8 6700.00 68.29 67.87 6725.00 68,52 68.33 6750.00 68.84 58.80 5775.00 69.26 6800.00 69.72 r~ •.6825.0(} 70.18 6850 . 0(} 70.65 6875.00 71.11 6900.00 71.57 6925.00 72 . 03 5950.00 72.50 5975.00 72.96 72.96 STATY(3Nf 1000.00 PI L= 50.00 L1H PNT= 69.39 @ 6589.58 GRADE= 2.0 7000.00 73 . 44 73.42 _ 7025.00 73 . 94 7050. 0(l 74.47 7075.00 74.99 7100.00 75.51 ,7125 . 0i} 76.03 76.03 7150.90 76.52 76.56 ,7175. i10 76.94 77.08 STATIDN 7200.00 PI L= 150.00 L/H PNT= 77.97 @ 7310.50 GRADE= 0.4 7200.00 77.28 77.60 7225.00 77.56 77.70 7250.00 77.76 77.80 7275.00 77,90 7300, {}0 78.00 7325.00 78.10 7350.00 7$.20 7375.00 78.30 7400.00 78.40 7425.00 7€3.50 7450.00 78.60 7475 . 00 78.70 7540.00 78,80 7525.00 78.90 7550.40 79.00 7575.00 79,10 7600.00 79.20 7525.00 79.30 7650.00 79.40 7675.00 79.50 7700.00 79.60 7725.00 79.70 7750.00 79.80 7775.00 79.90 7800.00 80.00 7825.00 80.10 7850.00 80.20 7875.00 80.30 7900.00 80.40 7925.00 80.50 7950.00 80.60 7975.00 80.70 8000.00 80.80 8025.00 80.90 8050.00 ai.oa j,9075. DO 81. 10 8100 . D4 81. 20 - 8125.00 81.30 8150.00 81.40 8175.00 81.50 8200.00 81.64 LENGTH 08225.00 81.70 S'I"P,TIvN 8250.00 PI L= 0.00 Z j H PNT= 0.~_0 ~ 0.00 GRA.DE= - 2 0. 4 DE5IRE0 8250.40 $1.$0 8275.00 76.69 8300.00 71.58 8325.(}0 66.46 8350.00 61.35 8375,00 56.24 ) 8400.00 51.13 8425.00 45.01 8450.00 40.90 8475.00 35.79 8500.00 30.58 8525.00 25.56 8550.00 20.45 8575.00 15.34 8500.00 10.23 8525.00 5.11 STATTON 8650.00 PI L= fl. 0[J L,1H PNT= 0.00 ~ 0.00 GRAdE- 0.0 8650. [10 0.00 8675.00 0.00 8700.00 0.00 8725.00 0.00 ~ 8750.00 0.00 8775.00 0.00 8800.00 0.00 8825.00 ❑.0o 8850.00 0.00 8875.00 0.00 8900.00 0.00 8925.00 0.00 8950.00 0.00 8375.(]0 0.00 ' 9000.00 0.00 9025.00 0.00 STPr"g"I{7N 9050.00 FI L= 0.00 L1H PNT= 0.00 @ 0.00 GRADE= 0.0 9050.00 0.00 9075.00 O.Of} 9100.00 0.00 9125.00 0.00 9150.00 0.00 9175.00 0.00 9200.00 0.00 9225.00 0.00 9250.00 0.00 9275.00 0.00 •F9300.00 0.00 9325.00 0.00 STATION 9350.00 PI L= 0.00 L/H PNT= 0.00 @ 0.00 GRA,dE= 0.0 9350.00 0.00 9375.00 0.00 9400.00 0.00 9425.00 0.00 945o.❑a ❑.oo 9475.00 0.00 9500.00 0.00 9525.00 0.00 9550.00 0.00 9575.00 0.00 9600.00 0.00 9625.00 0.00 9650.00 0.00 9675.00 0.00 9700.00 0.04 9725.00 0.00 9750.00 0.00 9775.00 0.00 9800.00 0.00 9825.00 0.00 9850.00 0.00 9875.00 0.00 9900.00 0.00 9925.00 0.00 9950.00 0.00 9975.00 0.00 ~~r*~r**k* 0.00 0.00 0.00 STATTVN ********PI L= 0.04 LAI-i PNT= 0.00 @ D.O[} GRAQE- 0.0 D.OC? 0.00 6.00 *~k~eYik9k5~ksk 0.00 ~kekek~,~aEdrik 0.00 0.00, 0.00 0.00 0.00 0.00 ~r~~~**** 0.00 STATIDN ********pI L= O.OCJ L/H PNT= 0.00 @ 0.00 GRADE= 0.0 CREST VERTICAL CiTRVE, CLACULP,TE LENGTH GIVEN DESIGN SPEEQ GRADE #1 0.51 GRADE #2 -O . 4 Q DESIGN SPEED 45.00 MININdUM I,ENGTH vF VERTICAL CLIRVE {CALCCTLLATED} -815 . T4 DESIRED LENGTI-I DF VERTICAL GURVE(CAY,CULATEQ) -565.74 ~ LENGTH OF VgRTICAL CURVE(GIVEN) 100,00 MINIMUM SIGHT DISTANCE 325,00 DESIREb SIGHT DISTANCE 400.00 5AG VERTICAL C[7RVE, CALCULATE LENGTH GIVEN DESIGN SFEED GFtADE #1 -0.40 GRADE #2 1.$5 I]ESIGN SPEED 45 . 00 LENGTH ❑F MININI[]M VERTYCAL C[TRVE(CALCiILATEd) 59.33 LENGTH C3F QESIRED VERTICAL CCTRVE[CALCULATED) 209.33 LENGTH GF VERTICAL CURVE (GIVEN ) 150.00 MIHIIMUM SIGHT ❑aSTANCE 325.00 ❑ESIREi] SIGHT DISTANCE 400.00 SAG VERTICAL CUfiVE, CALCULATE LENGTH GYVEN DESIGI+I SPEED 6&imp'son Pngineers, Inc. CIVIL ENGlNEERS AND LAldp SUR11EYORS N. 909 Argonne Road • Spokane, WA 99212 (509) 926-1322 ■ Fax: 926-1323 7O: GNC~I NEF svW, P.E. SPOKA.NE CvUNT4 eN61n1CEERS QEP°i; M SUBJEGT: Suk[.L-1VAN PAr-tc C:EWT EM DATE: v- e-t1P 1 5e P_ 2-+ p r u07 cT H~ if' c7 ~ 1[@. ~ [7T Gk 6 a VL Cs[ A1so~cl+A -A.a.cl r ~~~~les of -frAe.. r-+zuise-cl SlgRedj:fe~ aw' ' _ F+.A~ Ms 'Sz.~rr-3~w.....-' ~s ~a....i ti;reye'~„ • . r ~-YiLSi~•.~" 7 • , • ''Ci~y9'1.l°-•. r„~a.~.......-. r _ ql~~ ~'~,~i.nu,r i ; "v~l. „ •R ~ a S~ " . ~ . - h~ i • ' *51moson Engineers, Inc. CIVIL ENG[hfEERS'AND LAND 5UR1fEYQRS N. 909 A'rgohneRoe&~Spokaney IJV1A 99212 ' ~ (509) 9264522 Fdx: ;026-1323.. , . ; , ~ , ! , TO: NEL~OW Re, 5F~OK-Ar~E cv~~Wy ~~r~~~~'~~~:: ~~~"~'a • . B,~J E~GT: , . ~ : - ~ • ` -~5` • ,l,; - _ ~ - , . 4: ti" ~ 4. 4 1-4 A ~ ~e 60' ~ ~r,`.~~-,' ra~r i ~a~VJ• ct C-1 r e- ~ ol>i e-s Of kC. Ylev i .s~4a.4 'g'~M~"'~y.n ~ s qi~cr.c L ~ • ' • , ; , ~ • - . ' I ! : ' , r . , ~ _ - . . . -i i. ~ - ' yS _ _ ~ - • : • f~ _ , ~ , , ~ , , . • ` - ~e - - _ - . - • ' ' , ~ ~ • ~.k".. ' 1.~. . ' i _ . . ' " I ' ' . ~ F F 51gned ~.Y- ~ ~ ~ ~r ' , . ~ ~1~~ ~ ~ 1~- ~ ~ ~ r l~jf~ ~i 1 f~ !~'1+~ r t~~/!r~ ~ rr lG d~ _ ~ ~ . ~l~ ~-~s r~ = . ~ ~2 ' C~.~ [7'}'Ye rj ~ ' ~ ,G~~f--~' ~ il C: r ~ ~ ~j~ ~ ~ ~r ~ ~ r c~ ~ ~ ~'~r, ~ = `~•aD ~ t~ _ # i~,,, - ~ f V L ~'7 ' ~r~ - I . 6' ~ • ' ' ~ ~ ~ ( • 5 ~ ~ ~ 1(~`"b ~ ~ ~ ~~J . ~ r.r ~ t . ~ C Id~~ ~~7~'~ ~'~'Is ~ • ~ , ~ ~ ~ ~ 5 - . - , - - , - - - - _ . _ _ . . _ . ~ . - ~~e' - - . _ . _ . - - - ..r. _ : - . _ ; ; - - - - - - . . - ~ - - . . - - - - - - - - . . _ - - - - - - . . _ . w r f V RATIOIVAL FOr;MULA H4'Di=(QLOGY DAi E = 6-16-89 DES I GNCR = CF,M1- BE.LL E(-;S I N A-N i 1001 Pf;OJCCT NAME _ SULLTUAtd r'AFK GENl"ER DESi;F:IF'7IUfJ = Ii•JDIr`aNr, E;VE ::iLiE+'=a^nEA 1= .0792 HCRLS SUBaRCi 1 FtUhJUI= F COEFF 1 C I LluT = .9 TCl i HL AREA _ .0792 MCRcS COhIF'0SI TE RUNOFF CC'•EFF I C I CIVT = .9 t:)b'ERLAI'dD h LOW VALUES Ct = .15 L - =4o 5 N = .016 S _ .02 CHAhJiVCL 1= LOW 'JhLUES ~ I 3,S L = 100 40,0 Z1 = 12 ~ L Z? _ .167 PJ = .Olb B = i) ~ `13 S b _ s = .004 l D = .102 j CQMF'UTEL 4'ALUCS - DUFt = 5.00 / Ilir = 3.18 / 010 _ . 2~ ~ L? A - ~ r~DWs-rF; z NG eALCuLaTIONS L1Ai"E = 3--I6-Sti ~ESIGCAER = CAMl='BEL.L 8r"ISIN ri-NL1005 PROU ECT NAME °1-,lJ1.aL I Yiiil !='AF'iK LENTLF"i LiES:RIFi"1ON = TI`JDlANA AVE t t Intvnsaty 0 dev. V.1 n VoLit Stor-age Crr~i rFo ) [,E~ E: ce ) (in. Ohr. } (c. F. s. f ~CLi. ft. ) 4C:te. ft. i (C-Lk. -Ft. ~ 1Cyo[j 600 2.24 IEa 112 Es 1061 1 15. 0 9k-)Cr 1.77 . 1 -7 ].:L,a 9 11 : 26. 0 1200 1, 45 . 10 175 ~5. ir 15001 z. -_'1 a017, 1-: G ;.5) 121 -:k J. C, 1010f7 1.04 eCGT 1A1 i8 I :2_ ~ ~eo ~~1 21[,i) F ~~1 . ~~ra 14_ I7 i~~ 40. a t~ ~~~~~„a .92 •06 1z16 i4 122 - 4~. i:a r~~[~~ .74 . i)= 148 121 C 7 , cl 7.()C 1 r 60- .05 1 50 W:I-i 12 t-r .64 , 05 155 _ _ ~!d'.° ~ n ~ 6 C-) ~.7 .61 ~ 04 161 ~ f3 125 .60 o~ 170 ~ x 1 ~ X "l~r, ~ 42~~C' ;~8 . ~~:a~ 1 ~'~i 42 1 7-'6 r ~ C} 4~ai ) ca n 156 . 04 162 OCz. C) 4600 . 5--. g04 185 48 1="7 ~ 5 100 .04 1171 140 ~ 7 0a ij o"T j.947 J 1 -P ~ R' Q: a n C1 .~Ji' C1I 1 .49 . 0M 5 l ' 146 1 10C3 . 0 6000 . 4-B . Ci uC.} ~ 1 -IL? TFiE MHXII'11JM STdi;A GE IS 14 Fi. 7 7 62 6 @8 C U. 1=l"0 o)V The ti ~~~e o-F crncc-.retr-~st~ C ~ Trfen L1tLL~~eve1 Qper:f f 1ova out i s .01 ~ v; w•~. Y. TCN YEAR STORri CA[..G ~ AS j .F . ~ ~ ~ ~s • r . . ~ ~ . , 1a~{i 1 ' 'i 'F. ' :,Z;e' r., , . ' ~ ' . J . ' . . ' , • ~ ' e ~ . " • ' . ~ , ' • ~ . 1 ~ i ~ ~~~f._- ___..._.__.._Y.'-~_.•-•_ _ . - - /V ~fa~ l _ ~.rc•~2~ ._v_~cnl ~,nlCa ~~~~~_k' l~n _ _7L ~ ~C~ '-e'jf { &09 ~ . ' ` . ~ ' Ga i 'k? C2 . . ~ - Lo7 ~ - ~ - - - - - - • - - --~I~~ ~ ~ . ~'.~_~:.__!~_.ir.r'_ c,~ _ S- - - - - . - - - - ~ _ . - - - , . - _ _ _ . ~~?I_,~~ I~rn' _ ~ ~ - ~ - - _ _ ~ . _ - - - - _ _ . . - - - - i - (j~' - - - - r--~-- - - ~ - - - ~ - - - - - be►-r~ ~ _x~~5: ~ ¢G~; G~ ,I~i~ ~t^i ~~~•r~~~.~ - ~ • `~l i Y , _ . ~ _ . _ . _ _ ' ` F _ - C,r - - - - - _ _ - . _ : . - - - - - - - - _ ~ :~~~:i ~ _ - • ~ ~ . _ _ . ~ _ ~ _ . _ _ . - - ~ ` . : i ~ /f ~ i - _ G~`~,s-r~ / L.~ _ W i _ S,~` 7"_~'~~- ~._~cc,~i.~.-r~ c~-'_~ s~ ~ a 7~~ ~ .sl~~~ • i~" ' _ " ' _ - . ~ ~,~5• ~ ~ - - - , • • - • - - - - - ' - ~ - - - - -R'•- • - - - _ _ • - - - ~ ~ t . ~ RAT T C3RIAL FC]F'el`9LIi...A H`r'DROl..C1C'aY TJAi EE _ 8/2l99 I]ESIGNER = CAi"!F'BELL BASI N P-N ( 10 0° ) ~AS'r C F°'R~7E~CT IVr'~ME =Si..1LL I°Jr'~! F'AFiFC CEI`J~'ER 1~~SCRTrT1OiV - INI]IAIVA R°ejE SUL i iREr i 1=,07922 AGFi',Ei aU~AREA 1 F+lJNQFF CC)EFFT i T EIVT = .9 T[JTi iL AREri = .0792 1'aEwhES CDIIPOSITE RL.ll`JC1FF CC]EFF T C IENfi = .9 DVEr;i._r"aiVD FLC1W 'v"ALUES iCt = . 15 L - 7.4.5 N ai+1.6 S _ .02 CI--iANl`+ICL FLl'7W VALUE -r L ~ 100 21 = 12 Z2 = .167 N n1. 6 B 0 .006 TD = . ZJT cOMPU'rED VALu~~ DUR - S. 00 110 = -~e1e 010 - .2 = . . ~ ~ t RA"f T O[VAL FOhIILJL ; WYDRCILOGY DATE = 8--4-89 UEST GPdER = CRMF'BELL BAS I N B-N S 10t 3 E~~~~-~ :aF F'fsC'iJECT IJryi"iE =ESi ILL. Z VAN F'A-fiF'; CENTEFi L3P 5CRIPTIC3I!I = INDIr'al'JFa tiVE L9B A R F'f-i 1 = . 0792 FtCl7Ei SLJBARCA 1Ri.9NOFF C[]CFr T CIEiVT = V TC3Ti L r,RCA = ,0792 ("-iGF:ES CCIIIF'C7ST TC RlJNO1= I= CC7EFFT C I ENT = . ry ' OVEFiLANI:r FLf7W VALL.lEza i t "i L - ~ 4e ..5 N - .0 16 S 02 CHANhJCL F LOW 'JALUES L - 100 L 1 - 12 L2 - .167 N _ .016 B - c) B - .004 TD = . 1:32 eaMPUxcD VaLuES DUR - .',i . 00 I1D - ti. 18 . ~ 1 OA B[7UJSl"RI P•1G CAf_.GULATI ONS LiATL T.?E5I GNER =Cr,Mi'BLLL BF;S1 EV £~-1V t 1€?r~' Fi~7 F-'isati.i ECT N[1ME = SlJL[.. IVAN F'wil°if:. ~F-Nl"ER i7 ESL. h Z F' T i C]PJ - I NI} RNA AV E ,P~~G t. t I nteiis1 ty Odev. "di n VoL(t Storage (nu n . ) (yeti_. ) 0n. /hr6 ) tc.f.5# i teLce Ft. i ft. ) [c:L(. ft. y P 1S 9f Y 88 10.0 600 ^n 2 4 .16 112 6 106 15w0 y'iqlt_s 1v77 u Iti 126 9 li~ ~ 0n 0 120c, 1.45 .10 1 -7.5 12 ] 2,7 k`EU0 1500 1a:'i 1 ; x 'C38 0 1r.~Ca~.3 1 . [aQ. . t)7 141 1c3 12= .=5. t_) ~~~ic) .91 .06 14~' 122 40,0 24 00 .82 .06 146 2-1 4~. fi 27[_]0 a74 . i_l~ 1 .18 27 12l 50. 0 7,000 .68 .05 1 5[=a „,Cl 1: c) 55. C) .64 q()5 122 60, C) ZbUt=i .61 . o4 161 7.6 di5 p~, C] ,=900 . jj[,1 . I.14 170 , S'r'i 171 70.0 4200 .5$ .04 178 75. C1 4154_1C) .56 .04 102 45 1T 7 80o0 41000 o5:: .04 1a 5 48 137 E3 5.0 5100 e52 R04 191 51 14i=) 90. C) 5400 ,5C1 .04 I96 _5 4 142 9~_~. 570t_1 .49 .071 w[_]. 57 ] 4G 10r), C) 6000 o~ 209 60 T'HE MMXI MIJM STCIRAGE 1 S 348o~~62688 CiJ, Fl-. Thc time o+ concentrat,z on i s 5 minUtes. 14-9-1 I'he lJiideae1 raped f 1 OW OLit 15 s. TEN YEAR E-~ORM GriLC ~ . ~ ~ i I ~ $-~-59 - ti- _ e r~..'_. 5 ~ ~~2r~ op~nl ~,~l~a .~.F~~r? ~.I~~? .._~a~ ~ - ~7G~_.._'_.~~~._._ . ~ L~ - - - - • - ~ I ~ .~"=~Ot~'~5 Ip~i ^ , r~ 7!v L~ - p ~ - G~ C2 ; - ~ - - eQ3 ~ . D .~7 . 4.7 ~ • • • - -•e _ ~ . . _ _ ! • , - - - • - • - - . . . • • • • - • • • - f . , _ _ _ _.---~~~5 ~ 1~ ~ 39t5~ - - • - - - - - _ _ • - _ - - G 3 " - . ' '-a. r , ~ ~ ~ a . i ~ ' ~~rR~d~''J - ~:.`K7'`.J3~ ~ • J G~ L. IG'T~ ~~ifsL~~f f _ " ._.__~..._.~"~_"Y...r__..__.~..__. _ • [ ~ _ ~~!"~~_._W' V • - Y __._~1 _ . _ , _ ''f _ _ - ~ • ~ _ - - , ~ l - - - - ~ ` - - - - - - ~ n / y f r tr ~ n .y `ry y 1f~y OD - - - - - - _ . . - - - . • . • • - ~ ] ~ FiAT I OIVAL FCZhIIUl,.A h#YI]RC1LClGY DATE D-L°S IGhlEh = CAMF'BELL BASI i`d B-N[ 1 U0' ) WEv T ~F F'ROJLG T IVrvME = SULL I VAFV FRRF; CER!I"ER PESCRIPTION = INDIAPJA AVE :a;UFr^-sREA 1=. 0792 r"-~ChES SL1L AREA 1 RLJNOFF CC]EFFIC I ENT = .9 TC7TAL 'HF:EA = .0792 '"CF:E'o COMF'OSI TE RUNOFF COEFF F CI EIVT = .9 OVEF;LAN.~`. Fl_l7W VALlJES C t = .15 ' L - 74.5 N = .016 5 = ,ra2 CNANNEL FLDW VALUCS J L - 100 Z1 = 1^ Z2- _ .167 rJ - .n16 - E3 - C) S = l: ~.`~0 4 ~ TD = .182 CONF'UTED "JALLJES pUF: 5. t tO I1o - 3.18 ' CE ICA OA - .23 . , RATIONAL ~~~~ULA HvnRaLOGv L'iATC =8l2I C39 13Ea I CfJER = GAMF'BELL E{Aa 3' N B---N-(10C,' 3 F~[5'~ L F•~OJEcT NAME _ SuLLIvAN PaRK rEnrrER DESi F:IF'TION = iNDIANA AVE SCJI~AREA 1== . 0i 92 F7CFi`CS s#JBARC `rl 1 FilJl'+IC]FF COEFF I C IkNl" = .9 l"OTrsL AREA = .0792 AC:1=+Ea COIIPC15I TE FiUNOFF G[]EFF ICI ENT = .9 OEIERLA,'VD FLL]tsf VALiJES Ct = .115 . , L - =.4. ~ N = .016 S - C) i CHANIVEL FLC1W VALUES L - 100 71 = 12 Z2 - .167 N ~ .016 TD ~ .159 CC3i iPL;TED VALIJES . . DUF; - 5.00 I lo = -,e 18 , • ~ i ~ ~ i ~ ~~•~r~ ~r ! Ca ip ~ , Ga va-a ~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - _ . . - • - c~r 4,fn-- . - - • - < i ~ L~ ~ 1/p'~ c ~ 1 ir~ , ~ , f! • L~ • C ~CJ ~ - - - - - _ . - - - - - • - - . ~ - • • • - - - . • - _ _ . _ ~ -5~e. - - - - ~ i- Ao~ ~ - - - - - - - - . . - - - - - - - - - - - - - a - ~ ; ' . ; . . , - . . E - ~ - - - - - - - - - - - - - - - - - - - - - - - - - - - ; . _ _ . . - - - - - - - - - - _ . _ , - J RAT I OhIAL FCl{,I'1ULA F-IY1]RaL.OGY ~'.+A1-E = 8-,:;-89 DESI GNER = C-HMPBELL Esf;S! N G-N PROJEC7 I`JAME = SULL I VoI'd F'ARw; GEI'dTER ~'.r'~~CRIPTIC]h! = iNDlr^tiNH' AVE ::alJBiREA 1=. 0792 AL"hE..e'.~ SI.JBAFtiFA 1Ri..9NOf= F COE1= F I C:I ENT l"OTi;L AREA = .0792 ACFiES GOMF'OSI7E RCIPJDFF CC]EF= F I C I EPJT .9 OVEF'ELAiVD FLOW VALL.1ES Ct - a15 L =4e5 iV - .G16 r - . t_72, CFir NNEL FLOW v`r"•iLllES L = i0ts Z1 3i Z2 .167 rr - 016 B 5 - .005 rD ~ .175 COMPu TEn VALuES DUfi - "Jw i xt) 110 - 0 1,0 0,10 2:; OP a iL • BOWSTRII'JG CAL..CULr7I CiNS - I)L.,°~ I GNCR = CAh1F'D'MLL 9iiSf Pd C-N(1 C,6 r` , r. PRGJECT NAME =SULL x VAN F'ARK CEl'Jl"FR DESCRIPTION = TNDIANA AVE t t Tnt~_,d-asi ty Edev. Van Vouk 3 kc,rlag= (mars. ) tSec. ) [an.lhr-. ) (cn f.s. ) icu. +t, l [Lu. ;t. ) Scu. rt.] 71.18 . t :3 91 - a 1 Cr . C~ 600 .24 .16 112 6 106 15v 0 r00 1.77 n 1•R 126 9 117 7c>nrf 1200 1.45 .10 3~"•5 1127 z ~~'.Cr lv~~w) 3..a'.i .~s~9 1=y8 1~ 1~_ 1 . cillr .07 1=E 1 19 12 z m~.t7 2:.li:sk_r .91 .06 14-- 40. Q ~_'4 (~)o , B? , 06 46 2iR 45.0 27~)i) F .74 .05 1413 27 121 50, 0 'C70 0 .68 . C115 1 _50 7.0 1 1 21 0 =00 . 64 . 05 1 SFJ 60.0 7,600 a61 .04 161 :76 125 615. 0 =90Cs .60 . C)4 170 17 , 70.0 4yC)~.% . ..~.i8 . 04 17a 4 t 1 --•6 75. (D 4500 7 .56 (s 4 182 45 1~-_7 eo. o 4300 . 5~ . 04 16 5; 48 1 e"7 -05. C) 5 iz) c:~ n 5:' 04 191 51 1-10 90.0 ~40~'.~ . 5c) .04 196 54 142 95.0 ~71 Sf.3 .49 .07, ~~~Z 57 146 ] fv1C') A b1 6[][l~i .48 . f Y W ' Q~_f 149 THE NAxIMUM sTORaGE 13 140n ~76262e Cu. r'1"~ ~ 3~ Tiie ti me ❑f caracentration z s 5 mz nUtC-55,o . ` J l"he i..lndevelored ;lOw OL€t rS eC-s1 C ef .sa ~EN YC yR STOI;M CALC r i ~ ' , i . - - _ . . - - - - - - - _ ~P?~ ~9 . o/cn)/ Alc, ~ ~ ° ,~r~c~H • ] ~2~~5~ I~~ ~ --~--~L~ r - ~ , • _ r b~ .~`i. Ir~ ~ ~ I ~_L , OG g ~ L,,~ • - - _ • w . - ci - ~ - - n ~ I~~ f - ~ ~ ~ ~ • ~ = I~ f ~ f - • - - - cI4.4. IOQ r - ~ - - . rT~'i°~t~~~ - - U ! _ 7~ . 4)-kV f~ ~t7Arl ~ / f - - - - • - - ~ . . ~ - - - i - - - - - - • - - - ~ - ~ ~ . . _f ♦ - - ~ - v - - - • . 1 ' ; i - - . - - - - - • - - - - - - - - ~ - ~ - - - - - - ~ . ~ RAl-! OIJAL F[JnMULr'7 HVDRC1Li7GY DAiE = E;--7-99 I]E,.~.,' I GMEF+ = CfsMF'BELL P3--i'•# { 10t]' ) D- ~ FyROJECr rv~ME = SuLLzvAN PARK. CENrER DEscRTP1-Iar•a.- rNDIr~NA, OVE SllBi ihEi'-1 1 .07192 EiChES SiJBF',~'e!e r; i i=,Lll'JOFF (;flc F FIL.:1 ENT = . V -I-CI i AI_. AFiEA a 0792 AGFiEa GO!"iF'OSI"!"E Fr:UIVOr r CCJEF~ ICIEiVT = v [=1VEF;Lr"aiNiJ FLC1W VAL.iJEc C t = a15 L = -"-F. 5 CJ = .016 S - . 0: CHANlVEl_. FLflW VA9.._UES . L 1 i ) Z1 = 12 Z2 .167 N 016 ~3 f 7 T D ° . j r Ci]i°1F'UTED sJALLJEa DUR 5v 061 11[_1 ~ j. ~a 0 Z c+ . -m ~r~i - .23 I CaC). f) b[ y0L1 20a 60 14c? ~ t-"!P ~'fhi~: 1{~Ii_! ~°J Tl_J!~"1F--1LTG 17-1^`f 8.7762 L`1CCIJ o f~" 'K Ti a e tz rfle entr t zonis a (ul rt UtES a Yi i 3 (:)ut i S ;5. k r:.rY YGY)FS .-"7 3 Oi°tM .r.11f1L1.J RAIIO#VAL FCIRMULA HYI?RC]LOGY DATE =B-7-09 I7E5 T GNER = CAMF°BELL BAS IN D-NL I00' i U-~ F'RO.3EC1' NAMF =SULl....:[UAN F~'AFiK f;ENTER p D - d i7ESCRIF',l"TC]N = ICVL7xAiWA-AVE ' ;.sI.1C;AF;EA 1=.0792 - ACRk.S SIJBAf~EA 1 I;UNOi= F CClEFF3 G T CNT = .9 TC] T'h`tiL AtREA = .0792 ACdFiES COMF'LJ.~-~a I TE Ri._ii'JOFF COk.FFIC1 kiVT = . 9 ClVcFei_AI'dD I~LOW °vrALUES Ct _ .15 L - ~4.~5- _ N - , 016 5 ~ II Cs2 CHANNEk... Fi.._f3ih! VALUk-..~"- L = 100 2, 1 = 12, Zw = .167 N = .016 ~ .017 TU = .14 COfiPI.JTE17 ++1ALUES LJ UF; ~ vi . i r 0 I 10 -7. 18 C210 2W D A x d•J ) - B CiW..~.~T7I NG C:riL.CEJLATI C1N S I)A°rE 8-- 7--i 9 DEST GNE1=i = Cr'iI'IF`ELI_I_ E{A~S! C+J G-N[ 1 C70" n-sC~~-~1 PRw~,JECT AiAME = 5lJLLIWr u[J F'AF{E• [~EP1TEi' a'~1. ESCRi FpTIOfd = INT'.~ I FoIVA ht•'E t L" T f-i t c-n s1 Ly OL°Iev. V i3L[t Storage :mi~~. ) isc•c. D (in. lhr. ) Le.f. sa a (C:kt. -f t e l teu. mt. ~ (cu. Tt. l 5.0 m .'t j,C) 7 aI s , t.' _7 93 e+ t'3 ci 1["1. Cl 600 2.24 .16 112 6 1C) o I IJ a =1 9t _S [ 1 1. 77 .17 126 9 117 20. 0 1.a'. ~.7 0 1 e 4,.~.a . 10 1 I I= 2 ° , c_) 13 c,3() 1.21 ~.'~9 i=s 15 1-'.~ 7-Cka 0 1soo 1.04 .07 141 is 127 Y`j R 4_) .12 1 C)[1 p91 ,06 i-17 21 122 40. Ci 240Ca , 82 .06 146 24 122 4 t~j f_1 `-'^.,7[ii; .74 . C15 14G 2 7 121 50.0 '11300 . 69 .05 Ito w•t:1 120 k}5,;1 3~00 .64 .05 iJ;:.r 7 122 60.0 = 6 C113 .61 . 04 161 756 6 5.0 ~~i 3f1 .60 .04 170 79 1~__ 1 70. C) -"i ;'_UCx .15 ~'3 .04 178 42 1L-. 6 75 • t i 4500 .56 .04 192 4 i 177 80• 0 4 €30 0- .5'~s .04 185 48 1 Y3 n~) . t 1 5100 .52 .04 191 51 140 190. C1 54VO . C,4 196 54 1112 175.0 5700 .49 0.3 20L; 57 14~'u 100. C1 6~ )00 e46 d0w 209 vZ.1 1 r9 1 F°1E f''Inn1ILIlJI"i STOFtAGE I i i48. T76'.: 6e33 CIJ. Fl". ~ i he time o7 cuncentrati on i s 5 minLttes. l-he UndeVeIo}~~d 41uw OLit xS .01. c dfbS. ~ ~ TEN YEAR STORlI CALC ~ ; PARX ~ - ~ - 7- t7 lr5W 6 1N - e49i'Cn11r16 Laf1L-g`r 100' lnl e-a~4) o "PYl r Li _ ~r~~ ~ a 1 ''~=~•~.,~p.~ ~ ~ .~~7~ ~ L~ ~ ~,a, ' . C~ ` OG 7 ~ ~r .,~v-! a ~ 1~~ - .-y (~,'~.~a ~Icz~ - I~o~'~ x - ~ ~ • ' l ~L`-~Y ~f,~ _ ~ /l~.,.~ i ~ A ~ . ~ ~ • ~ C.! ~ I ~/s'l.~ C2 ~ ~'r~'~:.~ h-w , . . . . F'{r-"t`~ IGNAL FCIhMLdLA a-d'f Di=iOLC]C"aY ' ~ DATE = 3°- f-89 DEST~'iIVE~'i = CFalIF'F[ELL EtiAST N E-PJ A 100 . a - ~ F-'RC;,7CG--r I•ERME = dilJLl...I VAhl PF1Ftf' LEi`dl`ER r~~~CRIPTx ora = I;~~ I'"'ra~ AVE SiJBARE 1 = o a ~ r'~Ci~E`~~ ~i.JBfirFCw RiJ#VCSF'1~ Cf]EFF I CT EN~' = ..'i l"Ll i 411_ AfiEA ~ . 0815 ACRL=S GOh1F'OS T TE Fi;l~-le7FF CCBLFFT C I ENT = .9 OVcF+l_r"sNLl FLOW Vs~LUES G't ~ .15 L w`aa N 016 5 - .02 ("H;NNE f` F L O W V A6._ L.J ES L _ 100 Zi = ]2 Z`? = .167 N - „ 016 B 5 TD = .127 GC3i 1F`LJTED ;1ALiJES DUR = 5.00 I1o = 1B 010 ~ n^7. - . 0A l~ F:AT T CNAL F UF;IIULA HYDhL]LOC`,` Dj'iT'F 8-- r-e9 L1EST GNER = CA11PBIc.LL BASL iV E-NC I('[?' 7 i-'RCaJECT NAME = SuLLIVs^lr,E F' ;RN' CENl"E^ i1C~CRI F`1" 1 OPJ = x iVI'] T Aida `riVE ;aU i~A R EA 1= o t'o 1- -r'iCF`sES SLJBARErr 1~~JNCIFF COEF° F.[ C TEi IT l[]7AL AFrEA .0215 Aa FiES CDi'"IF'OS T 1i"E FiLlhl[]FF COEF F 1C1 ENT_ . r ir'JCnLr=iiJ]7 FLG1W 'JALIJES Ct = .15 L = ~ 5 e C , N .016 S = a f F CI-~AN1VEL 1° LC3W 'JALUL- a L - I 0~ s 71 = 12 i. 2 .i c~7 • N _ „016 E3 C3 i 10~ f TD = .16 GOMPLJTC£1 G'ALUES L7 UR - 5o 00 11 C1 - . 1 r`3 010 7 _ 0 P, T° u ~..5 ti FtiRTIDN,"-~L FCii=i1`7i,.ILA H't'DhOLC]L;1' =B-7--89 DEST GIVER = CAMF'BELL Dr;SI N E-r•J ( 100' ) ~ ; 'ROJECT NAME = '=.;uLLr v AN i- ARK CrivTEr; ~~~CRrPrraN = INDiAra ; AwE G[_lEii=~Rr-i-"i I r'~~~ 5lJB9 iREF"i 1 FiE~I'•IC1FF Ct~E€~' F.~C~. EIV i-- ' TQ7AL AREA ~ . 081 5 ACRES COM; 'C3SITE RLJNCIFF COEFF I C:EPJT = .9 ❑VFFiLANI] FLL]l+l 'JiLI.JES Ct = .15 L = -•5. i PJ - 016 5 CHAf+iNEL FLC3W l•'ALUES L -i 0c) 21 = 12 z2 = a16? N _ . 016 ~ ~ ~ S 005 T D _ . 't 6 L ONIF"U7ED L'AL1~E"a DI fiR ° 5F 00 110 C?~[y - . Q A . ~ ~ y BOWS1'F;1N["a C~LCC_iL AT IONS L)r~ = 8_- i-89 DL`51 GIVER = CAMPBELL Bra IN E--iV (1 00' ~ FF,O,7ECT IVr~iME = SULI..ZWiPa i"ARK CLIV7Eii i.)E=SCCiF'TIQiV = I1'•lI7TAPJA FiVE t 'k Irstensi ty Odev. ",i i s 'JO! it Storac]e tfl7in. ) C: . } (zn.; hr.) (c. +.s. ) [C[.d# +t. ) {cLI. ft. 3 (cLA. ft. } 9r~ 1Qa0 600 1 2n24 .16 115 ,r E5 ~ [?(=)t--) 1.77 d1:7. 1 Zi7 1 20.C) 1200 1.4 5 .I1 1Lc'3 I::~ 12 _5 25.C1 1SOO 1.21 {J 97 1='r 2 17 1 -26 i s_l . C1 ~ BOi..7 1a 04 .08 1 -1 15 20 1 ....S:J 0 21 (_)if .91 a07 147 2eY 12'4 40. 0 2 4 Cy0 .82 .06 15i_~ 26 12'ni, 4f e t 1 2700 .74 r t 3.c.r 15 : m10 12 C~ -%ijC)t+ .66 ti 05 15 5 :.l::; I^'? _ 7,icj n ~,~F .lJ5 x6~;) ~r~ 12~ 60.0 '3600 .61 . oLR 166 40 126 65. C1 7900 . 60 .04 175 43 1?Li 70 , C) 4200 0=3 o4 l Ci~y 46 1 .7 75.(:, 4a c:a O .56 .04 187 50 at-), n A 800 . 5L, .04 191 85. LF 51 .52 .04 19I 5 es I40 rcr. U 54ciO w50 .Ca=k 2 Ca2 S9 1"t ? 95. rs 0C.) .49 n04 x9 6 e 146 100. 60C~o .46 .04 66 149 TFiE: I''IAnil`li..lM S'1`C?RAGE 15 148eE3~9:16 CLIe FT. ~ ~ The ~ime oF concentrati on a s 5 mirautes. e The Undeveloped f1 ow ot_Lt i s . 011 c.. f . 5. i LIW YEAR S7'O1=ZM CRLC ~ ~~v I.l, I v ti t1 fi112k- ~ • - - - . . . , ~ ~ . 1 11. - ~ 4-~- t aD , pu0c- , ~►~51~ B ~ $ (pfL-,0n)6 ~NEf~ J° 1 t-D' ) . . ~rr-M 1194 ~ L~ ; - ~ . L3 - - • - - - t f - - - - ' - e~~- - ~ - ~ ~.f ~ ~ •I~ ~ - - ~ _ ~W ~ ~s~~~rr _ ~ ~ ? ° ~ _ . ~ _ ~ : ~ • ~ - - . __v..._.__________.----•--r-- - . _ - . a.._ - -r-_.._-•_. _ _ . . _ - - . _ ~ _ ~ . ~ _ ~ _ - - -•~~,'a~s . r~ Z •=,~Y f . ' _ _'Y~I~~a . ~1_f'!_~~. ~ I _ - - • - • - - - - - - , - - - . . _ • . . ~ _ f-,~n / ~ . ' eo ~^~r ~ - - 11Y~ t : p ~ ._-A- - ~r . ~ e..,, , ,y+ ~ Z e ~ ' IC~ ~ 6~~'r~:"f • a y 71) F4ri1":[ONnl.. FCIRML1Lr"-i HY1?ROL.G.~.~Y Lih7'E 8--9-° a9 Dl=SIGNECl GI iMPBI.._L6..- £iAST PJ F-I1t 1 t`,i, ' 3 !='ROJ'i CT Pd}=iME = Sui_L.IVAN PARF: CEI'J°I°ER DEScRr Pr ION _ IraDr aNA aVE ai..1BiREw.A 1=- „ 0815 i=iCl~ES SLJL'(1RL i 1 FiI1NOFF COEFF T C I LNl- = a9 1-0"Cr"-iL AFiEA ~ .0815 AC:REa C01"iF''Oa 3. -I"E Fi[JiqC3FF GUEFF 1 C T ENT = V [JVERLAfVD FLC]W v ALLJES C t mm .15 L Id e 016 5 02 CHF'}N11'4EL FE.._OW `+tA[_L.EL.:a L 100 Zi = 12 Z2 R 167 N C) J. b Eg - i, f5 - .029 `i' I3 = .125 CDMPU"fED VALUc5 - L1LiFi - 5. 00 1 1Cs u 1 ff » ~ ~y 17AT I DEUAL FC1RE°1ULA HYDRQLC1GY T G __a - 5V LiLr-` 1 GNL1=i = CAMf'BELL Da~~ T fV F-N S 1OU Ff;OJECT PJAME = SLJLLTVAN F'ARFi CENTER DESCFtIF'TION = INDIAPJA AVE SUBAREA I = . I_,915 AfrRES SUBAREA I R{~NOFF COEFFX CY ENT = e ~ iOTr^L AREF; = .0615 F,CRES Coh1pC1S T"fE RUCJOr F CC3CFFI C Y Eri"f = a~ OVERL.AND FE..CIW U wLUEa Ct W e 7 a L f~ Q4f$~ .02 L HArJNEL FLaw VALUES L - 100 Zl = r " z'- = a167 ra 1. a • B 5 c7c75, TI] = ,176 C-0:11l°'LI TED VriLL1E 9 DUR - 5.00 110 - i a L? 10 17 ~ r ~ ~ RAT IONAL FC1RM1JLA H'{I7R[7LOGY iiATf= = 8°°9-89 DESI CNEF+ CAMF`BELL @;',S I PJ F°6',J 4?1CrC:j" ) F'Ria.7Cl[:T NAME = P`"L1LLI'+1r'=1N w'iai;f : [:ENl'C:R DESi niF'3"IC3N = IN~'ilAP+ir~ AVE G'LlBr $REFi i= o t'.aci IZ RCI~iCS SLJBr~'-aRCA I RUNOFF C(aEFF ICIEN] = .9 1"UTAL AREa = . 081 5 ACRES GC1MPC]5I TE RuNOFF CDEFFICI ENT = .9 OvER(_.AC•1D Fl._OW 'v'ALUES Ct = .15 L 35. J N - .016 5 ~ 02 Ci-ii,NNEL FLOLV VALC1E:S L - I4?C) Z1 = 1~ Z -2 = .167 N .016 B _ 0 a - w 006 - T L? = .16 C;C7I-iF'+.r'TEr] 'Ji-=+LIJ1=S DlJ F: - 5. (10 I 1 u 71.18 0 I'Cj - . 2": G!A - . : ~ 13OW'S TR I PAC~ CAL..C:lJI_ iT T ONS I5 ; I E =i ;....r?_°`U' i T3~SIGNER = GriMF`BELL F'd°U,]Ei=T NAt'1E = SIJLLIVAN F'ARK CE!'~~ER DESCF:TF'TTC)N = IRIT)iANA Fa'JE t t Intensity Ddev. Vir, Vout Storage C,nin. i (SeLe ) 4in.lnr. 1 {cu. ft.) Ccu. Tt. ) (cu, ft,) 5n(D 7.16 41=> 1C)e 0 600 2 -q .16 115 7 109 15,0 Vk=1 0 1.77 o 171 170 1 [ F 1,20 2t; o 0 1200 ] 1 . :~5 . 1 I i 1' . 125 i5o Ci l~t-)(-) 14 "y' 126 1 o i1 ? 70. Cr 1 Soo 1.04 , 08 14 5 20 121 5 5Ja t=) 2100 .91 .07 147 124 40. Lf ~°"r 0 0 wB:•.'. .06 1~`.`i0 2 6 124 Y~ , 274-)f_s .74 . 05 15 2 0 1 22 50v (D 3000 . 6e . C) 5 155 - _ 122 a~. -:~-1[1 a64 . 05 150 ~6 12' 60.0 7600 .61 .04 166 40 126 65.0 7900 e 60 , oil 1715 43 1 ?2 70, C) 4200 . vB . 04 1 e3 46 177 75.0 4500 o J.r~7 ~t~ :L~~ BC). c) 4300 . .0-'1 . 192 5:~ 136 85.0 5 10 0 .52 r04 197 56 140 90.0 5400 . 50 .04 2412 59 142 95.0 5700 .49 . t:14 2[ )q 6.1 Ar6 100, i 7 6000 .48 .04 2 ] ..`.~i 66 i ~ 1"HiG.- NAX IMUC'Z STORAC;E T' 143.3=92I6 CL.l. F7n ~ 7hc- t irr~ ~ oT' r on centr ~ticr rg ~ s _5 ru n Lt tE• s. `I"h42 UndL_wiplCYoi=d ~ .L C1w Citait is . 0 1 1 r-. F . ~ a l ~ ~ ~ C/7- . ,4.~ /lovy ~ ~ , z~f~~ - • r~,~ -k ~0 I,52 . . - - - - - - - ~ - - - - - - - - - ~ _ . _ . . _ , ~ , ~ . - - - . . ~ - - - - - - - - - - - - - - - - - - - - - ~ - ~ _.-i-~ -~'.e... . _ - - ~ - - - - - - - - - - - - - - - ~ ~ - - - - - - - - - - - - _ . _.~.Y-- - - - - y - - - . _ . . - - - - - ~ ; - - - ~ ~ ~ , l ~ ~ F';ATIONAL F{7RMllLr, H'r L I;C3LDuY I"A1`E 8-1 1--89 I7ES IGNER = CAMF'BELL BH'SIN G-5 PFOJECT PJAME _ Sl-ULLIVAiV PAfiif; CChITCF, DE:CRIPl"TC7N = INDIriNA iVE SLtBAk;EA Y=- . 4 85 ACFiE a SLJBtiFiEW IRU;ViiFF COi=1=1= T C IENT .9 `i'OT'H'L FYREA = .485 ACRES G0MF'C7SI 7E RUE"JOFF CQEFF r C Y EN7 ~ .9 [=1VEi=iLwiNIi FI..,OW Vil_LJE'S C t = .15 L --.ia5 ra - . 016 s ~ .02 CHANr~EL FLOw ~ALUES L _ w,0t, ZI _ 1^ z7 = .167 N = b 016 B _ s, S 00; w - _ I-T7 = . 70. COi"'iF`l.J TErl VALUES. DUR 5.00 T1U - R-lB D'1C) - 1.79 Qr"'i - 1.Z8 Bi]W;~TRI IIG CALCIJLAT I ONS Dril'E = 8r i l-8"-s DESI GNEFi - CANPBk:.l..l... BAa IN G-5 fi='FiC7.3EGT IVnCr€E = rb-iLJi...i...IVAN PA~'iF: CE3VTEF'i T]E3CRIP1- IOPJ = I IVDI isNi-i AVE t t Tnterssa. ty G!dev. Vi n UoLit 5tcrw age Err,in. ] (sec. ) (in. ihr. ) [Cu. ft. ) iLU. +t. ) tcLi. ; t. i 5.0 1 C~) 1 0 ::~9 5 53 9r~ 41 6 0 10. Cr 600 2.24 .92 606 130 ;t)6 15e 0 3~lo 1.77 .77 774 27Ci 5 0 4 20e C) 1,200 .4 5 .67 824 _}60 464 2 5 . ~ ~ 1 iQ[.~ 1.21 .53 846 -~'r5~~ ;'~b ~,o. C' 1800 1. 04 a45 36~ 540 ~237 7~5r0 y 1 W s(=) .91 . 4c) e7; 670 245 40.0 2400 .82 .76 896 720 176 ' 45. [=s 2 7 c i t>> .74 . 7' 905 Fj 1 9 5 _ 50. C+ 71000 . 68 W70 921 G'r00 21 ..r".~.c.r. 0 _,~'.C)i1 .64 .28 95~_ 990 60. C1 7,600 .61 . 27 9B6 1O80 -~'i4 '°u..G.i . f] 3-900 .60 .26 1 Q,:~ 9 1170 -1 7.1 70.0 4200, .58 1 029 1260 -171 75. {:r 4500 a . !36 .24 111 15 1 !'50 -2"35 60. C~ -4800 . . 2y 1174 I44+3 -306 G 5100 .52 .2 2 1169 15r0 ~FI~. (_f J400 . ~U .22 12t_i1. 1620 "_41 9 9~j. ; ) 00 .49 1730 -469 Lf 6000 .48 .21 12I3 180(-) Th-EE lyf'rlXT MlJM ..~.~TOFii7GE I ES 5i 1b. ~,e752 LLJ. FT. 1~ The ta me o-F cos€centration z s 5 ma nutcs. 1 h e U ndE: ve:l opecJ •f 1 ow out i7 . r. f a sa . . 214tG ► ✓AlJ ~Ale K . ~-~~y trrv `~'~iL:.l✓~1~ - cQ 2,9 , La , .r,7 ✓w ~t"Ic~ ~ ti t6,2~b~~•~3~ ~ /cv-- l6~ ~ ~ ~ ' I - . ~ ~ ~ FtHT IONAL FOh("IULA HYDh(]LOGY L'ATc = 8-1 1-59 DES I GNER = CAMFRCLL BaSI N 6-rJ i i00' ; 1='FC,3ECT NAME = SULLI'JAN 1='ARK CENTER DESrr,zr-'TION = TNDIANA AVC ;aUBAREA 1=.0907 (1L'RLS SUBAr EA 1 RUNOFf= COEFr I C I LIJT .9 1"0"f AL AREA = .0907 ACF:ES CDP1F'061'TE f;UNOFF GOEF1= I C I EIVT = .9 UVERI_AIVD FLOW VALUES rt = .15 L = 09.5 id = .016 S = .02 CH:;hJPJEL FLOW VALUES L = 100 Z1 = 12 Z2 = .167 N - .0ib B _ J - .005 TD = COMi 'UTED V'rZLUES nuR - 5.00 I 1 C', _ 3.18 C!10 _ .26 Ca = .2b . DOGaSrRrj~~ ~~LCuLATIOrdS ~ • I7ATE = 8-1 1-u9 DESI GI~ER = CAMF'BELL BASIN G-W1010' PF~OJE~T NAi"IE = SULLT JAt•l f'F;RK CENI"ER I)kvSCF: I I~T 1 QI`d = I fVYJ IANi~ iVF t t In -Lc-i-I s 1 t y OrJevv. Vz n UaLit Stc_,rage [n~I r~. i {Sec. ) (ii~./hr. ) ~C: U. Tt. 1 {cL(. ft. ) (cLf. ft. ) .d 1 i3f-1 e2 ~7 1~14 ,.5 to, 0 2q 24 i2e 9 119 I sn ~F cscF 1.77 .14 14 5 14 1 ti 1 20. C! 12csi.1 1.45 .12 154 18 136 iJ. 1J~~0 1.21 . 1C,' 1JL. ~~L? ~ _y6 L 0. C1 1800 1 = 04 , oe 161 `='7 I -~=r ,:55.C_ 2100 e91 .07 164 L:' 17~ 40. C3 2400 e8^ . 07 167 Z'•6 17. I 45e0 2- 7.74 e06 169 4 1 12q ju. 0 iy000 . 6O .06 1722 4 ,=J 127 064 178 50 6~~. 0 :6~=~~"1 .61 . ~r 5 7.'~A = 1,70 a 0 60 .`DJ 194 517 J. :::6 70. 0 4200 . 5e . c7s 2c34 6= 141 /15. 0 '"I5 tf.56 . C15 ..P iC_)s 68 1 -4 1 309 0 4300 . ,..YLy .04 212 72 140 85d C1 5100 ebr.ri .04 1-119 77 142 9c). C1 545.74.7 ~ 50 . (_'4 -22 S Bi I z141 V._~'.r. C1 5700 . 419 . 0-1 utJ 14-f 100. Ca 6000 .48 .04 2•19 G`i[] 149 l"HE Mr=1k IMUM aTQFiA.!'.E IS 149, c191Ca0.4€3 ClJ. F1'. I( The time rf cancentr~.~tion a.s 5 minU'tes. ~ 1-he i.Jil{jeti.lelt_spe-d +10l^I OLlt 1 S .015 c. 5 . ~ rEN i EY7R STORM cALC ~ - - s~ - - - eo,tracr INo., liarer 1 a 1 Test Hn. rl) Tesfi Nv. Tast Hn. Qate 51ze ar type r5~~ 51xa vr 7`ype Sfxe or fype 5and Equlraleet sampred end test by~. sampisa a►d t■st ~ Samaled end test 6y Saurca 5vurce 5ourca Canps kelahts- Nash Mefahts- Wash . . 4felqh?s- M1ash 1 ~ I a I ! ' 3 Nb1stllTe........ .1 Froc. ~RCe...~r~rr~.f Mvla'hure........4 Froc. faCe......... % Fblature.......r.I FraC. face......... x LL PL pi iL PL PI LL PL PI 5slrs Ift. ~ Rot. % Peas 5pec¢. or Selra 11t. $ Ret■ ~ Pass 5pacs. cr 5slra 1ti. x Rot. % Pbas 5pecs. vr 5uen of S1taa Rot. Lf rveas) ~ 5fzes Rot. . (f~Oass) x 5ites Rot. tf oassl ~ frs Uaed I I I ~ ~ ~ I I ~ 1 I I I ~ ~ I~ I ~ ~ I~ f I l I e001~ 87ci 4 /o '5Y6 30--6~ 1 4/6- 5313 *10 9/0 -#go I $/1 W. 200 I ~,3- J. 6 I c . o No. 21, i . ~ ~ W. zM- Pan In.5- c. n l Pan Pan I Wa3h Mash ~ 1 1 I ~ lfasfi SA-1 Pro)ect: 64F - p8Q Date: $-6- I / Material: L.SContract: _-A)DrA,jA L2'- 7l> o~ Rr~,-~J ASPHALT CONCRETE PAVEMENT CORES DETERMINATION OF X AIR VOIDS W.S.T.D. TEST METHOD N0. 706A (METHOD C) LAB N0. CORE N0. ~ LAB N0. CORE N0. C. WGT IN WATER...'... ~ C. WGT IN WATER...... B. WGT SAT. SURF. DRY ~ B. WGT SAT. SURF. DRY A. WGT OF OVEN DRY SAMPLE ~ A. WGT OF OVEN DRY SAMPLE A m I A= CALC BULK SP GR = B-C ~ CALC BULK SP GR - B-C WGT/CU FT. = BULK SP GR X 62.2= ~ WGT/CU FT. = BULK SP GR X 62.2- ~ W.S.T.D. TEST METHOD 705A (68°) A. WGT OF DRY MAT 50/. q I A. WGT OF DRY MAT 3 7O, ~ B. WGT OF PYE + H 0 B. WGT OF PYE + H 0 2 ~ 2 A+B= Lu y, A+B= C. WGT OF PYE + H 0+ MAT / 77 7, 2 ~ C. WGT OF PYE + H 0+ MAT 2 2 a+B-c I 87. G ! a+a-c /3X, 3 RICE SP GR - A~ RICE SP GR = A= A+B-C I A+B-C RICE SP GR X-62wl-1-1AX WGT/CU FT I~OI ~ RICE SP GR X'E2-.-t--MAX WGT/CU FT I y9, c1 X AIR VOIDS=100X1-BULK SP GR- I X AIR VOIDS =100X1-BULK SP GR- RICE SP GR ~ RICE SP GR Ti~Mp 7,f ° 8P•7 . ~L - - • , • 5~ ~OKA~{E ~lOUNT{~/ ~lONCR~E ~/'YL~r~~j j~R TESr ` " ~ .~1~~~ POUR:-- I~E; - ; ~ fj~ 5~ = E CO~~CT NO.; NO,: ~ ~045 - ~ SLUMP. . AIR: ~~ELM CF. _ ~LAeEMENT: CvNTRACTvR: cWJ-,f' SuPPLIER; INsPEcrQft.._..~ s CEI►i1ENT BRAH{?: CEMENT TYRE.- AIFt ENT. AGENT. Cylinc#er No. Lab No. aat~ test - - - - - - - - Cy~inderage ~ ~ ~ - - - Hef~~~ in. 12. d1a117BteF In. , J CroSy Sect4t?n Sq.jfi:- .'-4 wieght cy4naer lbs. ( 29 1!'IIIEgh't, E.bS. per cu-f t_ L;tqL a Maeimum LQad lbs. Compresstve Strength psr 4 4j,6z-() Fracture R€MAF3KS` 2- <2 4- "'N~ .~a P.C.C.-i ~ • . x} - ;y, ' ' ' e+ - ' IN.i, PE~iT'OR'r~ `rn. PY - 5~ 13r1 = GENT~L ~'RE~ ~ IX C:AUTION ~918y cause eye or skin inju "ry' . Con[ains 1~~ lb F~~rtland aemeht 'Freshly mixed cement, ~ncsr[ar, ~ ~ ' concrete,c~rgrouf maycau~skin injury. Rvoidavn- tact with skin where ~si4sla, and wash expvsed sk~n areas prpGy th waier Ir+~ cerfisent ~r P,TJ. ~3{ 3168 SPOKIUIE, W11. ~33fi6 semar~t mixtures geatnto the eye, rmse imrriediatefy Vi~a F~e i~ ZZ.~1 ~~'-~-M~~~T$ afld fepeatedly Wlth wta[eF and g9Y pmmp[ mediCal g• astent~n [f~dLQl~i711+3G Td Reg #5894-,p1AA-1-2-3 ~ . + . Free unloading Gme'7 1/2 mfnv[es psCcubic yard of LIMI7EQ WRRRAlVTi( CnnCre[e. Gharge U►Oraattesat pristed trvckpime rates •,C0NQRE'6E•> `(`,RjJSHED RQCi[, &The ortly l~abd~ty ~ Gantral Rre-,~+T'ac Cvncre `~Ca. This cvncrate t~est~necl m acmrdarrce witFr~~4ficas- , Fer prod~t d~lect ia the retuYn of the pur hQns indicsied bow ` ~3;•"~' `~z' pme ~ . 3" 40, ~ ~,j~r~~ ~ ■ 1n no ~snt shall ~ntaal Pre=1~R1~c Cancre[e Ca be J tL 1iable for any dirsct, indirect, incKlenW , consa- VYe,,r~s ~eries, ir~ fhe ~b ~e ~~s quemt~~l d~ges resulting ~com ths us. of she r~k enel a~apt ~n ~lit~ v+FEar,, ~ trr • , prvducLs ar ari~i~j.s~ut af bre~ich ~sf any warranty. S~I'NU Be'C~iIEL,~ FILL • Ail claims Far damages vr shorlages musf he ~1Ae~• ' rnade within,14 Fxours af delnvarv WfJkVrP*W;," -ARRffVE JOB 51TE STAFT DlSCHARGS F1N15H L)1SCf~A~7GE AARIVE Pi1~N`6~ 1 ' . ` C1FCLlNUEFi,S IAKEN [ , 4 ~ ~~i p~LJ _ ` ~ ~ - AC]D{76O1ti1AL 'WAYER ADDEG TO'TH[$ ~ CHAf3GE EquAL TU fiHt dAAJCIIafUM CC,3NCREf"E W3LL REf]L1CE IT5 STFENC',Ti H. t~]1NFJ[1 BX3f~AW BLf~' H05' LESSTHAN 18% RE~ J"N ARfi}IIE~ AT .~[]B WITI-i ~ ■ ~ ~ ~ir~cH sLuMP-= - • - ~NHIJRL REFiCEWTAGE R,arE wIL` sE ~ _ FiGM [1N ALlyPAST OUE ACCOUHTS .t.. - T ~A"IN, K `AY 0 ~ r ' ADCED ~RL WATEPC AT Cl1S~MER Ft~T~ , ~ . Q~' KG►J5,`Ti l~ID. CP~1 PL~.J. I~FC]. ~ Cl13FC►MER~.Q./,l~lB N~}.~ •;1'9C*7 NO.a:_ ' Z'' ' if 1'_i ' ~ i~ ~e I F.'~LiF" = i F^ii If_ 4-4 f!,~ "?~f'':•~ ~fi`lIST~IIAERY ' ~ [JELIVYF,FiY ADL}RE$~` [}AT~ , d ~i~~! • ; i . 1 _ i _ r~4 i : 7 + 11•I 1 - _II li _ ' 1 i ~0~[ • ' . . AP bELIVERY 1N5~ t LTIDN$ IUl I - ,_ii.•~_ j ~I F_l~l s . ~ r ~ w • ~.i. _ f i . ~ ' ~ ~ • , ` _ ^ Lt3`AC) OTi(1 [YLVE} Q1Y I dRDER O7Y1 PRC1O!!CT CI]i}E E. PFiOQIJt:T [SESGRIPfICJh[ iJNl'F PR1CE I ;,x•RMC]lthT 1+-ro ~~t ~:i_I, i_i~, ~1 ' 1 I.x at~,~~ ~i ,~F'~. 'ti~l•.:~~►~'+^~1~. ~ • , - % • , . ~ , ~ ~d ~ ~ ~ , , ~r►~. ~i ~ ~ ' . : ~ . ~~ic NO." nnut oEscRs~►Qi+~, t~c3 Y ~ rRuCK PLr 5uB rOrAi~ 6flft=tll~- ~EST,vt I c.ib 11-14 _ ~~4,r►~_~~k'ti, T-~~i~_:~r ~~Ai~~ fJC~l • 1 G~. lnt~~± L~ _ 9i~.. 1 ~'OUP :;ti.,°` ~ , . • ` • . ,~f ~;4~3 _ lhFSPECTOFE' i GiDP~f . , ~ aim. " • x ~ ~ ~ NT~L p ~~~~'lar~i~ CAllTION'iNay cause eye or skin ~n~ury~'~;Can[ains ~ Por3land cemenL Freshly mixed ceme'~{t, martae, F ~ CONCR ETE ~0. concrete,flrgrauYmayeauseskjninaurye~Piu~qidcon- Y,r • i~■ tact witYk skin wYtere passible, and wasts•ex~sed s'kin ajeas prosrcpUy with water I( an', cemenS ae , P.O, BQ7C 3365 SPOKAtfE, WA. ~O~S r,erneqt mis~[ures getinta 1tFe aye, rinse immediatety . ~ t Wa fteg. # 223-01 CGiwT-RP-Nf 31I184• _ attenti'prei etedly ennth water and get presmpt medical ~-11NLQlIE]iMG ' Id lteg a~`5&94-P~AA-1-~3 ~ free untnading tirrre 7 1I2 minutes per cubiE yard ai . EJMITE❑ WARPU11V1Y cDne~te. Chage thereaFter at postsd truck time rates. .(aON[~AE"~E, ~x eRU SHEU F~OCK •The onfy liahilrly Qf Gentral Rre-A4tx ~Geacrete Co. This concrete dasi$rsad in aconrdancs ~vilA speciFca- , y , tor product defect is the rerism of then ~l1PCIS88B ~ nans ind~cat~i bel~+r. - ' # ~ - pnce ~ A r~a~ ■ In na evenf shalE, Gantrsl Pra-Mix Corscrste ~:o Fe 3- 109970 (~y ~s7) 5;aLG1 ~ 2ia61e far ang disect, indirec[, incidenlsl oc conae- quenAe9 damagss resu0!g frQm the usa of the , We r r r~ ~ i r~ i e I Fis cLx b G n e at amWmer's ~ , produeTs ar snsing aut of breaeh af eqy7a~f$ $ ! ~ ~ b'l`~ ~ ~ ' SAN'D & ~aR14V FI LL + Ali Cl~mr (Or'~damay@S 4r aho~ dsn+ar~ ~suldnq lrrnn s~rvenas. . made witfiin 24 hocsrs of dslwevv J :~F ~f=FJ4' AEiRiVE JOB S E' S7 GEl FlNlSi f31~-1A~E ARRlVE PUIN'f • ; - ~ TEST ~C'1(CLI~V[3ERS 1~AkfEN Ai3QITIC]NAL WATEP! AflDED TO TH1$ , 3 ~ ATE CHRRGE EQL1AL TO THE MAxlhlL3M CDNCfiETE 1Mi.L RE[34.ICE IT$ STFiENGTH E~ 81'LAW BUT NOT LESSTHAN 18% ~EC~ ;~w ARRIJIEO RT Jd8 WITFi ~ INGH SLUMF ANHt1AL PEfiCENTAGIE RAl"E WILL BE By • . cwMGED oN ALL rgsT DuE ACcOunrrs T H''~A. ~T K Y C]'C~ ! ,nDDro ~L WA7ER A7 GL3ST'U11~ER f~E3]UEST. _1GEtIJ0*NO: CUST.,, NO. CPM RR,9. N0. GUSFOIuSER P.O:/,JOS NO. 'IGKFT NU. - C]R1VER ~ `a fnOdOOb 1 315 T05- a i[ i!l j:i 44%r LiAVF HkL1WN I I11L4 ,1f~U.STt~Iti~EFi~;'s,° ` , , • . ' 'iI?ELIVERI( ADDRESS • , aA7E : c 'J41~S./ RC.fM , i4. 1221 `L', r'#OR 1 Or-I LIP. [)E _W,EAlf='1K5'fIR[JC,,",TIArlS. MAF' • ZONf'4~~.S`~ +~LEnr ' 1 • : i i~ -s.~ TLoAD oTr I nrvn Qr•r=; I( owDER anrI PRv6UCT conE 1~.•~• pROOk,cr DEsrR[FFioN ` uNir PRicE F AnnOuNr- . I ~1. Q( 41). rjCj 4~r `.Jt 114 40 0i 'W7 , 4 + Prt:- r " i ~ - r v u7AD S1ZE iNDC I+ia.,~ NED~DESGRI1PTIC7W>.: "W` CG, tS€ TRl]CK PL'C SWB TOTAF • ' &ALES TNC ' ~ ornLOU~•: , ~ , • . < , 1ii_ Um 114 0."10C WALL_S' 042, r ~ 51EYE ANllRY515 i1M5F1EEY FOft FvPf TJI JIGGREGlITE BJ15E Cexetract No. Meter 1 e [.t.. Tes# No. Tesf PJo. 'Fest No. Data Slie or iy~~ er~C.g_g~e_ Slzs er #ype SlZe or type 5and qulrelen 5ampled end tast by 5empled emd test l+y 5ampled end tes# br 5vurca 58urce Source (Y cemps MslaAta-~3E;!j Mash ifel4hts- wash 1[atqAis- Wesh 2 3 Jtllr0 ......er sx FrOCr }aCFl**a*.r**s■% Mofsture......... % Fracr +ace s........% 'MCll1ttlPe...ar~~*3 FroCe faCB.r.***r*s% T.... LL PL PI kt PL P I LL F'L P I ~ • - t-- Se1ve M#. % Rot. ~ Pass 5pecs. +or Sslre Mt. x Rot. x Pass Specs, s+r sslrs Wt. % Rot. x Raea 5peca. or Sum vf 5raea Rot. -9-Pesa) % 5isas Rot. -9-Pasa1 ~ Slzes Re1°. U Ress} % Pg Ussd' 1 ~ ~ I ~ I ' 1 I ~ I I 1 I YL~ No. 200 ~j.`~ Mo. zJ No. aJ i Ren Pan Pen f - wastw Mash Mash 8A-1 ~ -x~ qS'.s~ . '{r~' r 'i~ • , ` ~ t ~ ~ . . ' r , . • ~ [ Project: "~{a ~ o ► v t# I , C]ate: •~,2V - " • ~ : : , Material : Gantract: ~ ~ ~rf ~ - . s: ~y ' • • ' • , ~ j ~ ° •'~r~ ~e• • _ -r ; ~ , ~ , ~ v • ` r!- . T'' ' : ! ' , ` N : [ ~,~1 i; "i ~ -~,x~ R: . ~ r~~ J - . R .x• ~ ~ ■ 3p i . l i. } i,!y t ~~,•`f 'y, „ 5.'~*~ :f,, , , A 'rFt' _41 ' + ~ • ~ ~ ~~f , , . ; ; : l~:. , , ~ , ~!S K , _ yr,~~n;r~ ~ ~ • _ :•4 . ~ ~ ,~t~~,,,: i , rW~, ASPHALT , ~QNCR±ErT=Ey -i ffAilATw+!CORES DETE~HMIHATI~1~'0~'~AIRr~'VOTDS oµ ' - ti~ • ~ , - • ~ ' ' "5 ~ a • t., . : ~ t • T_• - W.S.T.D. TEST' MET,H(lb',N- 76bA~•(METH{]D C) T•AR` P1Q: . CORE N[J.,',,.~ CORE Na. ~L . x f ~ . ~ FlC',s I` fAT ''WATE R.~. ~~C }4 1+T(iT• I1Q 'i+lihTER...... . ~3. W~T ,;$A~'.•" 5,i1RF.: 'I}RY B:"'T+IGT SAT. SURF. DRY . : •3 . • , . A. ~ WGT .aF OVEN' DRY SAMPLE ~ A.• 6JGT {lF OVEH I1R'Y SAAiPLE - . . . Y A Aa ' ~ • ~ ~ ;G!#,LC BULK, SP GR - S-C CALC~, SULK 5P GR =°B-C ' . . • " wGrlc~r~ ~rr: _$r~r~x sP cR x 62.2= wcxl~u FT. = sur,x sP cR. x6 z: z-.- . . ~ , - . ~ ~ • . . ' W. S . T. D. TEST HETHDD 745A (680) A. WGT,{}F URY MAT A. WGT OF URY MAAT B. WGT [}F PYE + ii 0 B: -WGT []F P'IE + H 0 2 2 ~ A+B= AfH= - - ~ C. WGT OF PYE + H 0 + MAT C.. ~V2T i]F PYE + H 0. + AAT , ~ 2 - ` L i A+I7-C ~ F,,i ~ I~ ~1f8'~: f RNE YSF GR - A $ 1tI CE ' S P GR ~ A = ` • ~ A+B A+B-C RI CE 3P GR x62:"2'~MA"]C% WGT1' CU FT RI CE S P GR X 6-2 . Z=MAX WGT/CU' FT X AIR VOIDS=100X1-BEILK SP GR= AIR VOIDS =IOL]X1-BULIC 5P GR=,'4 . RTCE SP GR • i ~ r RICE SP GR { ' , ' • - - , ~ . _ , ' a • , 1[',~ L~ ~ • r A' ' .I _,'f x Sy , f ~ • ~ i r ~ • ~ , f ' ~ ~ 'f! • f ' . i = S . ~ ~ y $P•1 , . . . ~ . - a ' , . . ''JJ.ILIA o . Praject: jwl 1. • V A~,} ~-t--vQate: . Material: RA,3Gontrac#: ~ A- ~ ~6190 ~ . ASPHAI.T CONCRETE FAVEMENT CORES IIETERMINATION OF % AIR VOIDS W.S.T.D. TE5T rrrETHvD No. 706A (rrE2xon c) LAB rrO. cvRE No. ~ vAs NO. cQRE rrO. C. WGT IA1 WATER...:.. ~ C. WGT IN WATER B. WGT SAT. SULdF. I?RY p B. WGT SAT. SUFF. DRY A. WGT CJF OVEN DRY SAMPLE ~ A. 'kIGT [3F OVEN DRY SAMPI,E A A- CALC BULK 5P GR =$-C ~ CAI,C Bi]LK SP GR - B-C W'GT/CU FT. = BilZK SP GR X 62.2= ~ WGTICU FT. = BTTLK 5P GR !C 52.2a P W.S.T.D. TEST METHOD 705A (6$°) A. WCT OF DRY MAT Szo ~ . A. WGT OF I]RY IHAT B. WGT OF PYE +H 0 B. WGT LlF PYE + H 0 2 ~ 2 A+B- ~q9~.~ ~ A+B- c. wcr OF gyE + x a+ rAT i~ci 4.4- 1 C. wcT oF PYE + x0 + rAT a z A+a-c A+B-e RICE SF GR = A= 2-. (D~ ~ RICE 5P GR = A= A#B- b _ f A+$-C i Z,9 ~ 60 RicE sP GR xt2-.2--wGTrcu ~T L4-7 RacE sP GR x 62. 2=MAX wcTlCu FT % AIR VDID5-100X1-S[1LK SP GR= - + % AIR VOIDS =100XT-BEILK SP GR- RIGE SP GR ~ RICE 5P GR 8P-7 > 57ORMWATER DRAINAGE CALCULA7rONS FOR SULLIVAN PARK CENTER . INDIANA AVENl1E RECEIVED NQVembe r , 1993 ~ 1 1993 SPOKME COLlM ENGfN€EF1 , Prepared by: Simpson Cngirreers, Tnc. Nor Ch 909 A rgonne Fioad - ..~.+pC]kafle, WaShiC1gtOC'S 99212 TABLE OF coNrENrs I. Summary TT _ Starffiwater L]rainage Galculations for Indiana Ilvenue -Frorn Station 3+00 to 23+SCa(59+03.53) and Statian 591-03.53 to 6ti4-05_38 (Basi.ns CC-N, 88-N, and A-h!) ITI_ Ir,diana Ayerrue curb grade ca1.culation sheat. xG'. P,ttac{-rments: ~ 5treet plans and prvfiles tiS E. 5~ - S WAS~, ~f& 4~.7z' 9957 NAL~ ~ E7tPIRE571?7r9'S' ~ SUMMARY: ' IndYana Avenue is divided inta Basins; A,8,C,D,E,F,G,H,B8-N, and LC-N. 5torriiwater from aspi-ialt 'F1aws along the cur-b guCters anci a,iit❑ the grass swaaes thrnugh curb cuts loca~ed at 100 Foat antervalti in the curb profile. sasifis A,B,CRD,E,F,G, and H{5tatiari 591-00 Co ]57+60) have a1ready been approved by Spokane County. This repart includes drainage calculatians for Basins CC-N, BB-N and A-hd (Station 3+00 to 23+50(59+03.53) and Station 59+03.53 tra 63+45.88 on the north ha1f af xndiana AWenue). As specified a.n the "Guideli.nes far St4rmwater Managerrient", page 5-4; where asloping swale is less than 100 fee't long, and vlopes 1° or lk.ss, the swala may be considered flat. Berms along the swale wi11 ❑bstruct the 5wales, creating a series of individual awaales 1:liat are 100 feet l.ong and 1e5s than 1.0%, and 5 ii7ches cleep between the bernis. Therefare, eachs swale wil], be consider-ed as flat, 5tormwater wi11 fi.11 e«ch swale to a 6 irch ; depth and therr caverF3ow across each kaerrn until the water reuches the fir-ral swa1e and drywell (s) at low point. ' "rYte Ratiarral/ Bowstring Methcad was used ta calculate the type and nurnber caf d ryweZls needed f a r each bas i n based an t he s ta rage capae i ty of the swzt1e. 3impsna Engineers, Inc, ` Prnaect: Ir• 7a Avenue ( S L_ra qe_S j N 909 Argonae Road 926-1322 aob Nn.: .Y.11504 5pnkane, WA 99212 Disc.fio.: 15 File Name: 5ullivan Park I TYPICAL SECTION DRTA 12-NoV-43 Aoadway half iiiath ENTER--y 47,5 03:26 Aw Road Name EiITER--) Indiand Avenue Left nr Right fHTER--> Left ~raw~ u~ Ce~'~cr-lev+~ Curh Type TYPE 8 COUHffY ~nsnw Nve. Crowv, o.q e,e..s Zg' le.f Station Intervai fHTER--) 54 eX►Sk►'n5 50u#h Curb, IiIHIMUH MAxIMUM Gurh El. Curo EL. Edge Pave. - CEP6TER % SLOPE fDGE OIST. ; SLppE EDGE DiST FROM i-4.5# 1-2% to Gutter LINE CEHTER- PqYEMEHt C]L TO Cjl i0 PAVEMEXT EaGE PUElT, f rDm E/A + FROf4 Ef P+ SELECT- Design lop Cura ' STAiIOR ELEYAiION ZINE ECEVATION E/P fDGE PRVE ; 5LOPE 1O CURB CURB NGTj' GURB HGi) ED ELEY % GRADE % [iraae f',-'F- 299.24 0, 44 1965.24 ;1 344.04 1965.37 1464,95 - 2.76 1965.28 150.31 1965.29 -3.57 0.46 354.40 1965.72 4.70 1965.28 4.65 1.16 1965.41 1955.55 1965.51 -2.73 0.44 DL 445.30 1966.14 0.76 1965,75 4.85 12.00 1965,66 1955.93 1965.73 -3.86 4.40 ~ 454.00 1966.43 4.65 1955.40 4.34 15473 1965.54 1905.98 1965.91 -2.46 0.40 540.04 1965.67 0.48 1956.24 0.68 20.95 1965.75 196b.24-1466.11 -2.65 4.44 550.00 1966.95 4.56 1966.51 0,54 25.68 1955.81 1960.41 1965.32 •2.38 0.42 A-4"'- 644.40 1967.20 0.50 1967.04 17.59 -0.91 1,46 30.00 1466.14 1966.86 1966.54 -2.75 0.64 654.00 1963.69 4.48 1967,26 17.64 -7.44 0.44 29.94 1966.37 1967.09 1966.9E -2.41 4.64 700.40 1968.14 4.90 1967.66 17.50 -2.34 4.80 34.44 1966:76 1457 48 1467.29 -7.65 0.66 754.09 1968.58 0.88 1967,83 17.50 °4.79 4.34 30.44 1966.93 1967.65 1457.64 -2.02 4.70 840.40 1964.13 1.10 1968.42 17.54 -4.45 1.18 34.40 1967.52 1902.24 1968.17 •2.23 1.46 850.00 1469.75 1.24 1969.18 17.74 -3.22 1.52 29.80 1968.29 1369.04 1968.87 -2.46 1.40 944.40 1974.37 1.24 1459.39. 17.50 °3.31 1.22 30.04 1968.84 1969.61 1969.60 •2.02 1.44 950.40 1971.19 1.64 1470.70 17.60 -7.79 1.82 29,90 1964.81 1970.52 1974.32 -2.69 1.44 1044.04 1971.92 1.46 1971.53 17.50 °2.23 1.66 34.00 1970.63 1911.35 1971.45 -3.04 1.46 1054.00 1972.27 0.70 1471.86 17.70 -2.32 4,66 29.80 1970 47 1471.68 1971.51 -2.00 C.92 1100.44 1972.05 -4.44 1971.67 17.50 -2.17 -0.38 30.44 1974.71 1471.44 1971.41 •2.26 -4.20 1150,00 1971.63 -0.84 1971.22 17.55 -2.34 -0.90 29.95 1970.32 1971.04 1971.03 -2.02 -4.70 1200.04 1971.35 -0,56 1970,92 17.50 -2.46 -4.60 30.00 1970.42 1914 74 1979.72 -2.05 -0.62 1250.44 1971.11 -0.48 1970.82 11.40 -1.67 -4.20 34.14 1409.92 1970.63 1974.41 -2.78 -0.62 1340.00 1974.67 -4.88 1970.32 17.00 -2.00 -1.94 34.50 1969.44 1970.13 1474.14 -2.49 -0.62 1359.40 1974,43 -0.48 1970.02 17.44 -2.36 -0.60 30,19 1959.12 1469.83 19e9.79 -2.15 °4.62 1400.00 1970.23 -4.40 1969,77 17.70 -2.60 °0.50 29,80 1968,88 1469.79 1969.50 -2.311 -0.58 1454.40 1974.40 -4.46 1469,55 17.50 -2.57 -4.44 34.00 1968.65 1569.37 1464.34 -2.23 -4.40 1500.00 1464.95 -0.10 1969.60 17.94 -1.47 0.10 29.74 1968.72 1469.42 1969.13 -3.43 -0.34 1559.04 1969,77 -4.36 1469.36 11.30 -2.37 -4,48 30.20 1968.45 1969.17 1908.95 -2 77 -0.34 1600.40 1969.59 -0.36 1969.14 17.74 '7,26 -4.34 29.80 1968.34 1909.41 1468,82 -?.07 -4.76 1650.40 1969.57 °4.44 1969.79 17.74 °1.64 4.18 29,80 1966.,39 1969.14 1958.94 -2.56 0.24 1744.04 1969.69 0,24 1969.39 17.74 -1.69 0.22 29.80 1968.50 1469.21 1969.10 -2.39 0.32 1754.04 1964.71 4.04 1969.34 17.64 -2.33 -0.1a 29.90 1968.41 1469.12 1964.08 °2.13 -0.94 1800.44 1464.48 -0.46 1969.07 17.59 -2.33 -0.46 29.94 1968.18 1968.84 1958.8Q °7.02 °4.40 ' 1850.00 1969.26 -0.44 3969.90 17.30 -2.0B -4.34 30.24 1967.49 1968.71 1408.68 -2.11 -0.40 1904.40 1969.03 -0,46 1968.67 17.54 -7,06 4.40 30.40 1967.77 1905 49 196e.46 -2.02 -4.40 1950.00 1909.84 -0.38 1968.54 17.44 -1,95 -0.34 34.10 1967.60 1968.31 196E.28 -2.17 -4.40 7044.00 1468.69 -0,30 1458.33 17.60 -2.05 -4.34 29.94 1967.44 1968.15 1968.08 -2 24 -0.40 2450.00 1968.54 -4.34 1965.71 17.50 -2.46 -4.44 34.00 1967.71 1907.93 1967.88 -2.16 -0.40 2104.00 1968.79 -4.50 19017,9'S 17.54 -1.94 -4.32 30,44 1967.45 1967.77 1967~68 -2.30 -4.40 2156.04 1988.04 -0.50 1967.67 17.24 -2.15 -0.56 30.30 1966.76 1967.48 1957.48 •2.40 -4 40 2200.40 1457.84 '-0.40 1967.48 17.70 -2.03 -0,38 29.80 1966.59 1967.30 1967.28 -2.47 -0.40 . A'PZ50.40 1967.58 °4,51 1967.32 97.54 -1.44 -4.32 30.04 1966.42 1957.14 1467.08 -2,19 -4.40 2300.04 1967.46 -0.14 1967.09 17,74 -2.04 -0.40 29,80 1966.24 1966.91 1966.88 -2.10 -0.40 VP 2335.33 1966.34 -4,39 2350.00 1966.68 -0.44 , t C E IIl TE R ..~~._..~.ti~ N.~7el_P_.N.~----~~~-• - - _ . _ -5 u L L-i uA N l N 4E 3p'Z ND. liSoq t a Q L. . p. - - - - ~ - - - ( P ~-t,~ ~ ~ 3~ ~ - - - - ~ - - - - - M~tl o 7- T _ ~T0 jr 4~-.~-- _ '~~R:c: ~s~ s~,s~ =r~ P=r~ ~z+~z.~-~~~ ~►~C 324~-5~~ - ~ , - 4V1 _.7 P ►-A,F. 3~r0~._s8 s r~ D. 40'~° • eF- LiD w ~orN Ys~rA,. 7-3t53.5 3 ~ ~z-c,~ v. -~6 3 °3p - _ _ _ _ - - . . _ - - - - - - • - D.'}o07° °I° ~ N Q c~ a ca a~ R ~0 a o 0 ,n .Y ° tt D 0 ° ° o N ~ cr ~ ~fi --M ~ - p----~...._.~.~_... ~ • _ _ r ~ ~ N rj Ci rj Lft •S - _ . _ - ___~~..~1___ _ _ ~ , - f ~ - _ ~ - - - - - - 1 ~ I I I a ~ ~ i + i , ~ - I - - P I! ~,~g' • • - ' i ~77$ I lo~a' I toa' r i~o p lav I l~o jlSo iR_%.4?1l Ino` I lov' i tpv - ~ ~ ~ ~ ~ ~ - ~ - - . - _ q _ 9~ _ _ Q~~__..,._.w__° _ °_G~~ - [?~y. - --r~~~ - r~3,A Xf'E. A, P F=Y Vv w_~~_., _ _S rt.~F~A ~G ~ _~_~V_D-r. ~!~r1~~`,t___-~ ~7~~.~~ vr'_~►►~~ _ . _ . Fs~E: a l! liz E A - _,►-z~~.s~~-s~oR~~~- : ~~~Y~~'-----~~ 1 z l,~:- - 1929 - wf- ~ - - - - - _..T 5T~~~G F_ 1~~.. ti ~ -AV ~ ~ E ~r.~.~ , 10 3 _ ~ , -..~.W__._.~e _ ~ ~ . _ _ • • - - - - - - ----------------~,w._- ~.'v3p:C? qr-+ 5.4r) 3 ~~.~7'~ _ ~~~I~~ ~~T• r- ~ , ' ' , --i I-- - - ~ - BOWSTBING METHOD (TEH YEAk 5'TORH nESIGH) PROJEe7': 11509 T3.E flF LOHCEttFRATIDN (minvtes) 3}E1'ENTION BASIN DESIGN BASItZ: Indiana A(N) REVIEWS: KdM Tc (ouerland) Tc (gutter) Areas "c'i A*C NUMBER DF DRYWELL5 PFOPOSED DATE: 15-N4v-93 I Single [t,yp 0 I3aubLe (type Ct = 0.15 L2 = 625 1.06 0.90 4.959 0 Pond floor area 21 = 0.I67 0100 0.00 D Totai Area (calG. ) (see Hi) 1.06 Ll(A) = 47.5 Z2 _ 12 O,am 0.00 0 Time ot Canc. [caic. ] (see Hi) 5,21 x(A) = 0.016 B = a O.aa 0.00 a Cmosite ,rC" (caie.) (see Ei) 0.90 5(A) = 0.025 n = 0.016 0.00 a.05 o Time taf Canc. [min] 5.21 s= 0.004 9.00 0.00 o Area (Acres) 1.06 TC (A) = 0.38 d = 0.478 0.00 0.00 a C' Factar 0.90 Tatal A Cpmp flC H Impervious Area [sq. ft.) 46287 LI(a) = Q Tc fgul = 4.83 1.06 0.90 YoluTe Provided (cu. ft.] 208: 3554 storm [tot 3554 H(B) _ 0 ~ surface: 3554 5(B) = 0 Tc(A+B) _ '0.38 ulg: a Q-c*I*A= 3.00 flutflow (efs) U d 0.3 Tc _ 0.0 _ Area * C" Factar 4.95 Tcttat.) 5.21 Q(est.) = 3.00 Intensity 3.14 11 42 #3 14 #5 #6 #7 A = Y.389982 Time Time Intensity Q dev. V in V aut Stoxaqe [dF = 6.205 Inc. rnc. R = 0.2227 (min. ) (sec. ) (zn.rhr. ) [cfs] (cu. f t. ) (cu. ft. ) (cv. ft. ) v - 2.16 (A*e*#3) (outf.*#z) (15-#6) Tc (totaa) = mc (overland) + Tc (gutter) Tc(gu) = 4.83 Tc (vvezland) = Ct'(LI*HfS^0.5)^D.6] Q4estJ - 3,DD 5.21 312.80 3.14 3.00 1256 0.a0 1256 Ct = 0.15 Li = I,enqth of Ouerland FFow Holding = 22.27 5 300 3.18 3.03 1220 0.60 1220 N = friction fact~r of overland flow (.4 for average grass cover) 30 600 2.24 2.14 1509 0.00 1509 S= dverage slope of ouerland flox 15 90a 1.77 1.69 1699 0.00 1699 Tc (gutter) = Length (ft_ )JVelacity (ft, Psec. )/60 20 1200 1.45 1.38 1807 O.aQ 1807 B=$attam width of ptter or ditch + 25 1500 1.21 1.15 1854 0.00 1854 Z1 = inuerse of cress slope ane af ditch ' 30 18[]0 1.09 6.99 1891 0.00 1891 Z2 = inverse of cross slope twn of ditch - 35 2100 0.91 0.$9 1915 0.00 1915 d= depth of florr in gutter (estimaLe, check estimate xith F1aw) 40 2400 0.82 a.78 3961 0.00 1961 Area = d+B+d"212*(Z1+22) 45 2700 0.74 0.71 1981 a.aD 1981 Viett~d periimter = B*d+t1Psin(atn(i/Zi))+i/5in(atn(l/Z2))] 50 3000 0.68 0.55 2015 O.OD 2D15 Hydraulic Radius =R = Area(4ietted Perimeter 55 3300 0.64 0.61 2080 0.00 2080 Velocity = 1.486jnhR".667*s".5 60 36U0 0.51 0.58 2157 0.00 2157 Flvw = Velacity*Area 55 3900 0.60 0.57 2293 0.00 2293 n =0.Qlb far asphalt 70 4200 0.59 0.55 2383 0.00 2383 s= longitudinal slape of gutfier 75 4590 0.56 0.53 2461 f}.DD 2461 Fioor outflow = (.36"depthJhr. per sq.ft. floor) * (1 ft depth11211) ~ hrf3669 sec) 80 4800 6._53 [i.51 2481 0.00 2481 = 0.00000833 cfs pRr sg.ft. of f3oDr area 85 5108 0.52 8.50 2583 0.60 2583 90 5400 0.50 0.48 2627 0.00 2627 - - 95 5700 0.49 0.47 2714 0.00 2914 100 6000 0.48 0,46 2796 0.00 2796 DRAIHAGE PClliD CALCi1UTIGNS R~uired grassp siqale pond storage volume - -Impervious Area x.5 in./ 12 in. jft. - 1929 cu. ft. prvvided: 3554 cu. ft. OHF DRYWELL REQqIFMH7'S - 10 YEAR AESIGH 5T[1RP9 Ha7L1Alu&[I StUTaJ2 reqll}.Yed by $I]wStIIIlg = 2796 cu. f t. ' pI(7V1dBd: 3554 (Rl. ft. DI{! Number and type at Drywells Reguired = 1 Single Q Douhle ~ i l • i; L L_i V A r~f- --Qjg~N T ~ . Azz,zz ~a ~-~~"-.~Q--- - , - - - ~ ~¢~~Ctirtuou5 G~ZA~E ~ 'r ur ~ s't Q'e, ' ~ 0.13 5 ~ c r _ _ .m_.._-~••_......_~_fk.~ ~_0._ _0•_~.A G_r X" c 1 v I 0Yt - - ~ .0.~,.~........_ , ~ 1 - • ° ~ • _ _ - _ ~ ~ • ~°f ~ ~fl Y' ~~4 ^ , ie- F- Qulrc~v ~ ~~~"fi;'~"'~ - - ---3al-._--____ ~C~~?T_' ' - 3',~ -Ln ~ v d~ r • T \jq5'_ t{{GH.'.~3 f RM ' _ ~ • ~ ~~~1.5 ~.~ID:v.}Y-~--- ~ ~'S f T- - z ~ . e - , [7EPTH U'F FLDW - y - FEET ~ ~-~v3 • ~ a .01 .ax .03 .as as oe 0e .iu z .3 .a , .s .e If .a .4 10 ~ ~ ~ i ~ i_L.~ ' ~ . i • , -T - ~ ._--J p 1---~ -~-~r~t-+~ . 771 ~ 1417 .3 ~--~a~ ~ ~ • ~ 4-I- ~ ,~~-I ,,..~.`7-~ ~ Ln IF ~ -6- I I i r. io D,t v f I I; ~ j 08 ~ 04 ~ .oz . i i ■ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ' g- ~ ~ ~ ~ ~~1-~°-- ~ ~ ~ -s-~#-- 1-~r i-1 I p ~11 i ~ ~iE~E~94d~~ ~ ~ ~ ~ F_ LL• , 01 a (a) D1SCFiARGE PER FOOT 4]F 6 LE1VG~'H OF CI~RB QPENIAIG 1NLETS WFlEN 6NTERCEPT1NG 10](7 °'a vF CiIJTTF-R FLOW ~ 4. 4 C~ ~ ~ I f I I I-.3 " (b) PARTlAI 4NTERCEPTlO1V 00 RATIt] FpR 11VLET5 OF . 4 LENG7H LESS THAN Lo 96 .03 .08 .09 .1o • 2 3 .i .9 .B B 1.0 i L/LG , CAPACITY ❑F CEJRB OPENING IIVLETS 0!v CDNTINUOUS GRADE 6..39 FVGURE 16 #~I~f~rl.4• ' BOWSTRING METHOD (TEN YEAR SMRM DESIGN) PROJECT: 11509 TIME OF CONCENTRATION (minutes) ' DETEliTION BASIN DESIGN BASIN: Indiana A(N) . REVIEWER: KWh{ Tc (overland) Tc (qutter) Areas "C" A*C MMER OF DRYWELLS PROP0.SED DATE: 15-Nov-93 0 Single (typ 0 Double (tppe B) Ct = 0.15 L2 =100 0.11 0.90 • 0.099 0 Pond floor area Z1 = 0.167 0.00 0.00 0 Total Area (calc.) (see H1) 0.11 U(A) = 47.5 22 = 12 0.00 0.00 0 Time of Conc. (calc.) (see H1) 5.00 N(A) = 0.016 B= 0 0.00 0.00 0 Composite "C" (calc.) (see A1) 0.90 S(A) = 0.025 n0.016 0.00 0.00 0 Time of Conc. (min) 5.00 s= 0.004 0.00 0.00 0 Area (Acres) • 0.11 Tc (A) = 0.38 d= 0.203 0.00 0.00 0 C' Factor 0.90 Total A Comp "C" Impervious Area (sq. ft.) 9750 U(B) = 0 Tc (qu) = 1.37 0.11 0.90' Volum Provided (cu. ft.) 208: 345 storm (tot 345 N(B) = 0 ~ surface: 345 S(B) = 0 Tc(A+B) = 0.38 u/g: 0 04*I*A= 0.31 Outflow (cfs) 0 0 0 Tc (B) = 0.0 Area * C" Factor 0.10 Tc(tot.) 5.00 Q(est.) = 0.31 Intensity 3.18 #1 92 #3 #4 #5 #6 #7 A = 0.250695 Time Time Intensitp Q dev. V in V out Storaqe . WP = 2.6503 Inc. Inc. R = 0.0946 (min.) (sec.) (in./hr.) (cfs) (cu. ft.) (cu. ft.) (cu. ft.) v = 1.22 (#1*60) (A*C*$3) (Outf.*#2) (#5-#6) Tc (total) = Tc (overland) + Tc (gutter) Tc(gu) = 1.31 9'c (overland) = Ct*(L1*N/S^0.5)^0.6) Q(est) = 0.31 5.00 300.00 3.18 0.31 127 0.00 127 Ct = 0.15 L1 = Length of Overland Flow Holding = 3.56 5 300 3.18 0.31 121 0.00 127 N= friction factor of overland flow (.4 for average grass cover) 10 600 2.24 0.22 156 0.00 156 S= average slope of overland flow 15 900 1.11 0.18 176 0.00 116 Tc (qutter) = Length (ft.)/Velocity (ft./ssc.)/60 20 1200 1.45 0.14 187 0.00 187 B= Bottom Hidth of gutter or ditch ~ 25 1500 1.21 0.12 192 0.00 192 21 = inverse of cross slope one of ditch - ~ 30 1800 1.04 0.10 196 0.00 196 Z2 = inverse of cross slope two of ditch 35 2100 0.91 0.09 198 0.00 198 d= depth of flow in qutter (estimate, check estimate with Flow) 40 2400 0.82 0.08 203 0.00 203 Area = d*B+d^2/2*(21+22) 45 2700 0.14 0.01 205 0.00 205 h'etted perimeter = B*d+(1/sin(atn(1/Z1))+1/sin(atn(1/22))) 50 3000 0.68 0.07 209 0.00 209 Hydraulic Radius = R= Area/ti9etted Perimeter • 55. 3300 0.64 0.06 216 0.00 216 Velocity = 1.486/n*R^.667*s^.5 60 3600 0.61 0.06 229 0.00 224 Flow = Velocity*Area 65 3900 0.60 0.06 238 0.00 238 n= 0.016 for asphalt 70 4200 0.58 0.06 247 0.00 247 s= longitudinal slope of gutter 75 4500 0.56 0.06 255 0.00 255 Floor outfloH =(.36"depth/hr. per sq.ft. floor) * (1 ft depth/12") *(1 hr/3600 sec) 80 4800 0.53 0.05 257 0.00 251 = 0.00000833 cfs per sq.ft. of floor area 85 5100 0.52 0.05 268 0.00 268 90 5400 0.50 0.05 272 0.00 272 95 5700 0.49 0.05 281 0.00 281 100 6000 0.48 0.05 240 0.00 290 ~ DRAINAGE POND CALClJLATIOtiS Requi.red grassy swale pnnd stQrage volune _Imperviaus Area x.5 in.,l 12 in. f ft. = 158 cv. ft. provided: 345 cu. ft. QK! _ DRYWEZL MBIFEff.NT'S - ld YEAR DFSIGN STQRM Haximm storage required bg Bawstring = 290 eu. €t. pravidetl: 345 a,v. ft. [K! HurLber and type af UMel1s Re.yuired = a Sinqle b Double . ~ ~ i Pi AN^ 6ViF Nl..fE. ~Ut..LtvFiN C.FI►uITE,L ~'IN~S .F~.~._s7~__~GU.DN►"1L:1~._~~q :~oB N[7. 115D9 - - - - - ~ _ , ~ _ J-t1 w M~ - - . _ . . , . ~A5 f N- - - - -..~'~a_ ._..I`~__ ___.._tt.P, to_-~~ 5•~ S _ ~ '~-l.~'. 1~~ zz.~~ . _ _ . (6 5(a,31f-~~4'~•~~ f0.75 P,e.F-S - •`_...___°--___.____w__.,._...~--.~-•- _ _ - ._~7- l..I0 -cu'-cr'?2~°'--- ~51.}zCa a.55~' 0- tL ~.ca ~.12 _ ~ • - '-pq, - - • 250+ - - - - - - - -5---•sq- r(2 D.IS%n Cal 4.n7- 7? P 0 D. i50710 ~ - - _ - • _ . . . . - r - rrjs - . .a ».~~t' _ - • - • - rn_.__ ~ _ - - ~ ~ ~ , 'T~Pe ~ ~ I I j _1--__~__i ~ I •~-~-a-: : - ti- ~ I i ~f too' a \ov` ; snc' ~ aoo' i rf _ _ _ . .o~ - - . . ~ o. o• o• a• a• ~ .3 cl"s _ °'Ai ~ _ - - - . - - - . - - 4 1~ INrFT. ~ N G _._-o------ _ _ _ _ _ 3-4 s • ~ 7 ~ . - - - - - . _ . . . ~ . j - - - _ _ _ - - - • - - - - - - - _ - ~ ~ - -___...~_.__~.e,_._ - - - • - - - _ . - - - - - $MSPRIt+G MEOD (TER 'i'EAR 5MRM DESIGH) PIOJECT: 11504 TIEiE QF OONCENTRATION (minutes) DEPMTOH BASIN DFSIGN BASIH: Tndiana BB(N) - REVIEWE3i: KWH Tc (4verland) Tc [qutter] Areas iiCil A*C MER OF ARYWELI.S PRDPOSEQ I1ATE: 15-Hnv-43 1 Single [typ 0 Doub1e (type B) Ct = 0.15 L2 = 551 0.75 0.90 0.675 0 Pand'floor area Zl = 0.167 0.00 0.00 0 Tatal Am (caic. ) (see Hi) 0.75 LI(A) = 47.5 zz = 12 0.00 0.40 o Time af cor,c. fcaic.) (see xi) 5,00 N(A) = 0.016 a= o 0.00 0.00 o - Cmposite "C" fcalc.] (see H1) 0.90 S(A) _ 0.025 n= 0.016 0.00 0.00 G Time of Canc. (min) 5.00 s= 0,0055 0.00 0.00 a Area (AcrreS) 0.75 Tc [A] = 0.38 d= 0,3915 0.00 0.00 0 C' Factor 0.90 Total A Cmp "C" Impervious Area (sq. ft.) 324$7 L1[H] _ 0 Tc (gu) _ 4.11 0.75 0.90 Volame Pravided (cu. ft.) 208: 2264 stanm [tot 2264 N(B) = a ~ surf'ace; 2264 5(B) = 0 Tc(A+B) = 0.38 ufg: p Q=C*I*A- 2.15 (]utflow (cfs) 0 0.3 Tc (B) _ 0,0 -Area * C" Factor 0.68 Tc( tot. ) 5.00 4(est. 2.15 Intensity 3.18 #1 #2 #3 04 #5 #6 #7 A = 0,961231 Tim Time Intensity Q dev, ii in V aut Skarage WP = 5.1895 Irlc. Inc. R = 0.1852 (min. ) (sec. ) ( in. /hr. ) {cf's] (cu. ft. ) (cu. ft. ) (cu. ft. ) v = 2.24 (#1*60) (n*C*#3) (outf.*#z) (#5-#6) Tc (total) = Tc (averland) + Tc (gutter) 2c(gv) = 4.11 Tc (averland) = ct*(z1*x,rs^0.5)q.6) Q(est) - 2.15 5.00 300.09 3.18 2.15 8633 0.00 863 Ct = 0.15 ~ L] = Length Qf Ouerland Flow Ha].ding = 19.63 5 300 3.18 2.15 863 0.00 863 H= frictian factor of overiand flow (.4 far average grass couer) 10 600 2.24 1.51 1051 0.00 1061 5= average sloge af overland flow 15 gao 1.77 1.19 1197 0.00 1197 Tc (gutter) _ Length (ft. ) /Velocity [ft. /sec. ] J60 ~ 20 1200 1.45 0.98 1274 0,00 1274 B=B€rtton width ❑f gutter ar ditch _ 25 1500 1.21 0.82 1308 0.40 1348 21 = inverse of cross s3ope one af d`atch 30 1800 1.04 0.70 1335 0.00 1335 22 = inverse of cross slope two of ditch 35 2100 0.91 6,63 1353 0.00 1353 d = depth of flow in gutter (estimate, check estimate with Flow] 40 2400 0.82 0.55 1395 0.00 1385 Atea = dAB+d"2/2*(21+22) 45 2700 D.aa 0.50 1400 0.00 1400 Wetted perimeter y S*d+(lJsin(atn(1/21))+Ifsin(atn(]/22])J 54 3900 0.65 0.46 1424 0.00 1424 Hyciraulic Radius = R= AreaJWettecl Perimeter 55 3300 0.54 0.43 1470 0.00 1470 Velocity = 1.486/n*R".667*s".5 60 3664 0:51 0.41 1524 0.00 1524 Flax = Velacity*Area 65 390Q 0.60 0.41 1621 0.04 1621 n= 0.016 for asphalt ' 70 4200 0.58 0.39 1684 0.00 1684 s = longitudinal slape of gutter 75 4590 0.56 0.38 1740 0.00 1740 Floor outfiow = k.36"degf,hJhr. per sq.ft. ~looz7 *(1 ft depth/12") * (1 rr13600 sec) 80 4800 0.53 0.35 1754 0.00 1754 = 0.00000833 cfs per sq.ft, of flcor area ' 85 5100 0.52 0.35 1825 0.00 1826 90 5400 0.50 0.34 1857 0.40 1857 - - - ~ - -I - ' i _ I ~ 95 57(]0 0.49 0.33 1919 0.04 1919 100 6400 0.+48 0.32 1977 0.00 1977 DRAINAGE pC1t{L] CALCllLAfiION5 , Required qrassy swale pand stArage valine = Impervious Area x.5 in. J 12 rn.,lft. = 1354 cu, ft. pmvided: 2264 cu. ft. UKI URYWELTJ REQUIREMERf'S - 10 1'EAA DESIGN STC1RM Max%mm starage required by Bowstring = 1977 cu. ft. provided: 2264 cu. ft. OX! Humber and tppe a€ DrMlls Reqpired ~ T Single 0 DDuhYe ~ ~ L5 L L. l V A f'ar C. ~ NT fr F► , o , - , _ - - - - _ _ _ . ~ ~9 = ~1 __._..k~j~'.---.ti4~-~y•`~-~--z~- ~.F. z.z - ~ _ ov, Cenki~n~ou5 grade- k1 -~ti-r r c ~ ~ 10 V~ - ~ l ,ry 41 ZM. -V-093 Z • ~ ~j -~'C . -~c v` - • w----W_~__.~._ •r~. _ ~ • _ ' . . . P - F~_~_.._..~__4~._.-- -,________._a.u___..~ . _ . _ _ . . ~ _ • - _ . _ - . - • _ a I ~ -VO~..uME (iz i ~',i.~.!r. f _ - - - - - - - ~ . -i _ _ ______.w_...._ _ _ - _ . ~ _ - - - - ~ - - - - r-s ~ , ~ e.lr► - , 3-1 - - - - - _ . -o . ~ - - - - - - - - . . - - - - - . - _ ~ ~ . 4 _ ~ Y - - ~ Vo Lutne~ O'F 1 oow --------9A ~ 5.of b.~ _r e _ ` ~ 1A ~1~ _ ~ _ v_. ~ ~ . . - - - - ,-~a }i lG H lar;;lz+^°t 2, - I . • DEF`TM []F FLOW - y - FEE7 ' ~0 19'L `1 ' a r, s 6 a.e .s 0ai,~ .01 .vx 03 04 ..~vs ag oe .io ¢ } , ~ ~~`T'• `~~I s~; ~ , t', " , , ; ~ ~ ° 1 i ~ 6 • ri 4 " .e ~ ~ . ' _ ~ - . ~l !7-°' ~-1 .a ~a _1 • ~~6 i ~ ~i i v,~~ • • ; ~ ~ ~ 6 I I k ' I'1 I ,i ~l ~ - 6~rj ~ I C i~ll I 1--~--~ C~-~ `T ~ j f ~ "I } ~ ~ ~ l l ~ I .3 r -L-L~~;~~_ E ~ ; ~ ~ ~ 1 ~ ~ l ~ 1 ~ ~ o•ati • -~i ~I I 9 ~ ~ ~ ~ ~.~o , ~ ~ , ~ . ~ _ - ~ a.~q3 .as ,oe ~ .44 ~ ~ .43 r• • i ~ ~ 1 i d~~~ i I'~~ ~ ~ 1 I ~ ~ 1 j' f~ j t L-L in ~ e ~ ~ I [a~ DISCHARGE PER FOIJT 1]F LENGTH pF CIJRB OPEAIIEdG INLE7'S WHEN INTERGEFTING - 600 °Io OF GU7'Ti ER FLOW - - --F - ~ + t y ~Lo Q " [b] PARTIAL Iri1TERCEPTtON RATIO FDR 1 iV LETS OF ~ LENGTH LE55 'FHAiV La ~ f ~%Y•~ ~ -i~ .x _ J d ~ , I ~~~~o~ j'`o__~fi.-n~ y-- i ~ 10 ' .05 0e .0e JO .2 3 .4 .3 .8 8 i.[] ` - 1 L/La CApACITY OF CURB CJPElVIlVG 1IVLETS QN CONTINUaUS GFtA6]E - ' 6-39 F1GURE 16 ~ ~ ~ _ I MTRrxc ENoD (TEx YEAR sMEM nESIcN) PkaaECrr: 11509 TrME OF coNrErTRnmION (minutes) DEMTON BASTH DESIGtd EASIH: Indiana BB(H) REuIEWER: KWH Tc (averland) Tc (gutter) Areas "Ci, AkC KNER OF F3R'fWELI.S PROF0.5ED DATE. 16-Mnv-93 0 Single (typ Q Double (tppe B) Ct = 0.15 L2 = 100 0.11 0.90 0.D99 0Pond floar am Z1 = 0.167 0.00 0.00 0 Total xre,a (calc.) (see ai) 0.11 M(A) = 47.5 Z2 = yz 0.00 0.00 . a Time of conc. (c.aic.) (see Hi) 5,00 x(A) = 0.016 B= n 0.00 0.00 a Compasate „C„ (calc.) (see HI) 0.90 S(A) = 0.025 n = 0.016 0.00 0.00 0 Time of Gonc. (min) 'S.aO S _ 0.0055 0.00 0.00 0 Area (Acres) 0.11 fic (A) = 0.38 d = 0.192 0.00 0.00 0 C' Factor 0.90 Total A Comp „C" Impervious Arrea (sq, ft.) 4750 Li(B) _ 0 Tc [~J = 1.21 0.11 0.40 v❑l,ne Proviaea (cu. ft. ) 2n8: 345 storm (tot 345 N(s) = o . ~ 5urfate: 345 S(B] = 0 Tc(A+B) _ 0.38 u/9: 0 Q=C*I*A= 0.31 UutfIsw (cfs) 0 0 Tc = - 0.0 Aea * C" FdCtor 0.10 Tc(tot.) 5.00 Q(est.) _ 0,31 gntensity 3.18 #1 #2 #3 #4 15 #6 #7 A = 0.224262 Ta.me Time Intensity Q dev. V in V Qut Starage WP = 2.5666 Inc. Inc. . R = 0,0895 (min. ~ (sec. ) (in.'hr. ) (cfs) [cu. ft. ] [cu. ft. ] (cu. ft. ) V = 1.38 (#1*60) (A*c*j3) (outf.*#z) (05-#6) m~ (total) = Tc [overland] { Tc (gutter) Tc[qu] = 1.21 Tc (overland) = Ct*(L1*H/S1,0.5)110.6] Q(est) - 0.31 5.00 300.00 3.18 0.31 127 0.00 127 Ct = 0.15 L1 = Iength of Overland F'low Halding = 3.56 5 340 3.18 0.31 127 0.00 127 H= friction factor of flverland flox (.4 for average qrass cover) 10 600 2.24 0.22 156 U.DQ 155 S= average slope of overland flaw 15 90Q 1.77 0.18 176 0.00 176 Tc [gutter] = Length (ft,)/Velocity [ft.fsec.)f60 20 1200 1.45 0.14 187 DM 187 B= BattQm width of gniter or ditch l• 25 1500 1.21 0.12 192 0.00 192 ZI = inverse of cross slope ane of ditch 30 1800 , 1.04 0.10 795 0.00 196 Z2 = inverse-af crvss slope twa of ditch 35 2100 0.91 0.09 198 0.00 198 d= de,pth of flow in gvttsr (estimate, check estimate wiLh Flow) 40 2400 0.82 0.08 203 0.00 203 Area = d*B+3"2/2*(21+22) 45 2700 0.74 0.07 265 0.00 205 Wetted perimter =B*d+(I/sin(atn(a/zl))+7/sin[atn(i/Zz)]] 50 3000 6.68 0.07 209 0.00 209 Hydraulf c Radivs = R= AreaJWet#ed Perimeter 55 3360 0.64 0.06 216 0.00 215 Velocity = 1.485In*R^.667*s".5 60 3500 0.61 D,D6 224 M6 224 Flow = Velocity*Area 65 3900 0.60 0.06 r 238 0.00 238 n= 0.€116 far asphalt 70 42410 0.58 0.06 247 0.06 247 s= longitud'anal siope of gutter 75 4500 0.56 4.06 255 0.00 255 Floot outflow =[.36"depth/hr. per sq.ft. flnor) *(1 ft depth/12") ~[3 hr/3600 sec] 84 4800 0.53 0.05 257 0.00 257 = 0.'00000833 cfs per sq.ft. of flaor area 85 5100 0.52 0.05 26e 0.00 zss 90 5400 '0.5D 0.05 272 0.00 272 95 5700 0.49 0.05 281 0.00 281 100 6600 0.48 0,05 290 0.00 290 DRAINAGE P(33tdI7 CALCllLATIONS Required grassy swale pand starage volume = Impervious Area x.5 in.J 12 in.Fft, - 198 a. ft. prAVided: 345 cu. ft. 0X! DRYWELL REQUIREMENI`5 - 10 YEAR DESIGN STQRM Maximua sfi.orage requiaed bp Bowstring = 294 cu. ft. pmvided: 345 cu. ft. Ox! Nunber and type off Arywells Reguired = 0 5inqle 0 kouble ~ J l s ~ . • _ _ I`~ Q.l_A.N ~ V E . _ V L- L I \1 A N C E N T f i: ° ~l 0 • 11509 ~ . _ ~ ~ _ - - - - . . _ . Il~9 19 -i w t,,~~ . .~_a T!{ . 3 -1C D b -ro H. F. [ C7 tG S. q 1 P.vTi ►s ~a.+nr.e, rc2rn Crr,v4 rn s ~~~,~__~?..`t~O_....r.~~~..._~,_~.._1~.~..~_~~~.~_~..6~~~~-`.~~~~~•~Jw -.~•'~~d~~~•-~~ _ , I - ~ . _ _ _f 3 v~v.,..__3 a A_•.~?, fi _9 . ~ _ ( 3.~ t~ ~ 4 ~ ~ 1 1 ~ - - - ~ ~ ~ p- ~ i - - - - - - - _ _ . _ - - - - - " z~ a.ql La IT~}~5~~~.___-- - _ ~ ~ .~Y.w_ ~ _ -M .w _ - - - - - - - _ -•s_ _.._.w_ __.w _ _ _ . . ~ _ - - • • - - 40 4 ~ -Ir - _._.____~.~_p____.~_____~____.~.__.r_.r_.~ _a. ~ - - - ~ ----q ~ . _ , p Ir cr 0 40 aq _ . fa_~ _.mi y~.~._~.~__.__.~. ~ . ' . . I . . .._-•I_. _ _ i _ _ . . ~ ~ l I I I _~~P~_~ _r --I•-I---4aa--c5.~L--_._..-•'-._• ~ Y _ _ $ _ ~ ~I I ~ I I I " ab . .~S$A 3fi7 D I W~_ Q- ~ f i - _ - - - - ~ _-~---`~`f - - - _ . . _ . . r~s _ . _ . - - - - . _ _ . _ ~ - - - - - - - - - - - . - • - - ~'~a~AGti - - - - __-d----=--_--__. _ F'• ~C~ ~ ti~R ~ ~ -C-`~-~ ~--+~--,_--'D-r 6W ej e- _ - - - - - - - - ~1 ~2, IN, ~ 3 13`{`}_ ~N/rt . _ ~'iti'FtAfa~_.___.____s___y______ ~ - -M- - ~ _ .,_/YY.R►~ l . ~ ~ _ ~ ~ _ c . _ _ . _ . . _ - - - . • _ . _ - ~3:~ ~ ~ Z • - - . - ~ - . - - • BOWSTRING }ETHOD (TEN YEAR STORH DESIGN) PROJECT: 11509 TIME OF CONCENTRATION (minutes) DET'EN1'ION BASIN DESIGN BASIN: Indiana CC(N) . REVIEIVER: KWM Tc (overland) Tc (gutter) Areas "C" AxC NUlBER OF DRYWELIS PROPASID DATE: 16-Nov-93 1 Single (typ 0 Double (tppe B) Ct = 0.15 L2 = 766 0.79 0.90 0.666 0 Pond floor area 21 = 0.167 0.00 0.00 0 Totai Area (caic.) (see ai) 0.14 Ll(A) = 47.5 zz = 12 0.00 0.00 0 Time of Conc. (calc.) (see A1) 5.21 N(A) = 0.016 B= 0 0.00 0.00 0 comPosite "c" (caic.) (see ai) 0.90 s(A) = 0.025 n= 0.016 0.00 0.00 0 Time of Conc. (min) 5.21 s= 0.0088 0.00 0.00 0 Area (Acres) • 0.74 Tc (A) = 0.38 d= 0.36 0.00 0.00 0 C` Factor 0.90 Total A Comp "C" Impervious Area (sq. ft.) 32256 L1(B) = 0 Tc (qu) = 4.82 0.79 0.90 Volune Provided (cu. ft.) 208: 2642 stotm (tot 2642 N(B) = 0 surface: 2642 S(B) = 0 Tc(A+B) = D.38 C u/9: 0 ¢-C*I*A= 2.09 Outflok (cfs) 0 0.3 Tc (B) = 0.0 Area * C" Factor 0.61 ' Tc(tot.) 5.21 Q(est.) = 2.09 Intensity 3.14 11 #2 #3 #4 $5 #6 #1 A = 0.788422 Time Time Intensity Q dev. V in V out Storage WP = 4.7000 Inc. Inc. R = 0.1678 (min.) (sec.) (in./hr.) (cfs) (cu. ft.) (cu. ft.) (cu. ft.) (#1*60) (A*C*#3) (Outf.x82) (#5-#6) Tc (total) = Tc (overland) + Tc (qutter) Tc(gu) = 4.82 Tc (overland) = Ct*(L1*li/S^0.5)^0.6) Q(est) = 2.09 5.21 312.31 3.14 2.09 876 0.00 876 Ct = 0.15 L1 = Length of Overland Flow Holding = 27.29 5 300 3.18 2.12 851 0.00 851 N= friction facto: of overland flow (.4 for average grass wver) 10 600 2.24 1.49 1054 0.00 1054 S= average slope of overland flow . 15 900 1.77 1.18 1186 0.00 1186 Tc (gutter) = Length (ft.)/Velocity (ft./sQC.)/60 20 1200 1.45 0.91 1261 0.00 1261 B= Bottom width of gutter or ditch ~ 25 1500 1.21 0.81 1294 0.00 1294 Z1 = inverse of cross slope one of ditch 30 1800 1.04 0.69 1320 0.00 1320 22 = inverse of crass slope two of ditch 35 2100 0.91 0.61 1337- 0.00 1337 d= depth of flow in gutter (estimate, check estimate with Flow) 40 2400 0.82 0.55 1369 0.00 1369 Area = d*B+d^2/2*(21+22) 45 2700 0.74 0.49 1383 0.00 1383 Wetted perimeter = Bxd+(1/sin(atn(1/21))+1/sin(atn(1/Z2))) 50 3000 0.68 0.45 1407 0.00 1407 Hydraulic Radius = R= Area/Wetted Perimeter 55. 3300 0.64 0.43 1452 0.00 1452 Velocity = 1.486/n*R^.667*s^.5 60 3600 0.61 0.41 1506 0.00 1506 F1oW = Velocity*Area 65 3900 0.60 0.40 1601 0.00 1601 n= 0.016 for asphalt 70 4200 0.58 0.39 1663 0.00 1663 s= lonqitudinal slope of gutter ' 75 4500 0.56 0.37 1718 0.00 1718 Floor outflow =(.36"depth/hr. per sq.ft. floor) x(1 ft depth/12") *(1 hr/3600 sec) 80 4800 0.53 0.35 1732 0.00 1732 = 0.00000833 cfs per sq.ft. of floor area 85 5100 0.52 0.35 1803 0.00 1803 " 90 5400 0.50 0.33 1834 0.00 1834 95 5700 0.49 0.33 1895 0.00 1895 100 6060 0.48 0.32 1952 0.00 1952 I}RAI'HAGE P(3ND C.ALCi1LATI0N5 Heguired qrassp stale pond storage v+olum = Fmperwiovs Area x.5 in.' 12 in./ft. = 1344 cu. ft. provided: 2642 cv. ft. OHI BRYidELL RP*UT 1REMEH'f'S - 10 YEAR DFSiGH ST(lRM Maxi.mum storage requiaeci by Bowstri.ng = 1952 cu, ft. • pravsaed: 2642 cu. ft. Ol(! Number and type of Urgwe115 Required = 1 Single 0 Dauble i - VAN F_ N Tcr_ - - - - - - - _ _ _ - - ~ ° - - - - - - - - - - - ~ 1 4 Z" ~ ~ ~ ~t ~h1 M ~ ~ A_5_~ ~ ~~_~a._3%~.~_ T~ _ H•~ 14 ~ ~ r . ~vo vr► - _ . - - ~ - - - - - - - - ~ _ _ _ . ~ , - - - ~ 4 Y±,► ~--k ~ • ~ 0. _ a, ~ 8 r . I c~ e ~ e- s z ~ a n - - s: _ _~`_w~-Cs~ o; _ • • ~ . 3 k . - ~ ' ~ , f 1~ - '~'t : ' o,r ,i c~ r , 0 n u-cA e ~ r Z Z - - - - - - - v Do 12 ~ "IF~.. 0 _ _ - - - - - - - - - ~ - - - - - . ~ - - - - - - - - - - - - - - - _ _ - - - - - ~ _ _ . 5. `f'' - - - - - - - - - - - - - - - . _ _ - U D 4 w me--- pt- 1'O C7± " s w R L.la ~ t'l1G!-~__.s r_F~!#,__~ Z , , , ~ . ~ • ~ [}EPTH aF FLDW - y - FEET . oa 04 05 aa vd .ra o .a .9 i.a 1.0 1, "i 5 ~ f ~ .~4- + -I ! .4 tr -T T 7 .a , _ L ~.,La.~ I I I p 1 ~ I ~ ~ ~ ~ 4 I ~ ~ ~ I ~•~~l. ~f - - - - ~ ~ ~ 4 ~ ~ ~ .~0 I 6 j f I I I~ I r~ .a$ .oa ! ~ l . . . Y ~ ~ ,i V ,ii~ ' ~ I I~ , ,l,°1=:" ~T- .03 -T-1{ ox ~ c I I 4 1 I 9 d ~ oi , i ~ r r ~ • ~ I.~ (o) C]iSCHARGE PER FOOT OF - LENGTH o~ CUaB +oPENiNG INLETS 1NHEIV INTERCEPTiNG 4 ~ 100 O'~ G~1T1'EF~ FLd]W t ~ -4' Q ~ ! I p I (b) PARTIAL VNTERCEPTI4N 3 Gfl . ~r RAT1[] FUR INLETS OF~ LENGTH LESS 7HAN La - 6 ~~r ~ ~ i l I I ~71 . , • i ~ „ , ~ L - ~tiA 7 - 4- -I - - • .os ofi .aa io a .s .s .s s 10 I . Lka ~ CAPACITX i7F Cl9RB qPENRNG INLETS, a1V CONTlNUt7115 GRAQE 6-39 FiGIJRE IE . , . BMTxrrG MHaD (TEN YUR sTORM DEsIcN) PR=: 11509 TIME 4F COHCEMTION (minutes) DEDNION SASIN DFSIGH BAS3N: Indiana CC(N) _ REVIEWER: HWH Tc (overland) Te [gu'tter] Areas "C" A*C HWER OF I]itYk1ELL5 PRQPOSEID DA7`E: 16-Hov-93 o samgle (typ D T3ouble (type Ct = 0.15 L2 = 100 0.11 0.90 0.099 D Pond flaor area ZI ~ 0.167 0.00 0.00 a Total Area (caic.) {see xO 0.11 LI(A) = 47.5 az = iz 0.00 0.00 0 Time of CQnc. (ca1c. ) (see a1 ) 5.00 N[Ay = 0.016 B = 0 0.00 0.00 rr coqosite "c" (caiC.) (5ee fi1) 0.90 5(A) = 0.025 n~ 0.016 0.00 0.00 a Time ❑f conc. (rmin) 5.00 s= 0.0088 0.00 0.00 a nrea (Acres) 0.11 Tc [A] = 0.38 a= 0.177 0.00 0.00 a C' Pactor " 0.90 Total A Comp "C" apmious Area (sq, fx. ) 4750 Li(a) = o Tc [gu) = 1.01 0.11 0.90 volu,e Provi~~ (cu. ft. ) 208: 345 storm ttot 345 N(B) _ 0 5urface: 345 S(B) _ 0 Tc(A+B) = 0.38 ~ u/9- 0 ' Q=C*I*A= D.31 Dutfl.ow (cfs) 0 0 Tc (B) = 0.0 Area *C" Pactor 0.10 Tc(tot.) 5.00 Q(est.) _ 0.31 Intensity 3.18 41 #2 13 19 #5 96 17 A = 0.19059 Time Time Intensity p dev. V in V out St4rage WP = 2.3108 inc. Inc. R = 0.0825 (min. ) [sec. ) (in./hr. ) (cfs) (cu. ft. ) (cu. ft. ) (cu. ft. ) v = 1.65 (#1*60) (A*c*#3) (out€.*02) i15-#6y Tc (taLa1) = Tc (overland) + Tc (gutter) Tc[gU) = 1.01 Tc (overland) = et*(L1*H/sn0.5)^0.6) Q(e5t) = 0.31 5.00 300. na 3.18 0.31 127 a. na 127 ct = 0.15 11 =Length of tiverland Flow Holding = 3.56 5 300 3.18 0.31 127 0.00 127 H= friction factar of overland flew [.9 for average grass cover] 10 600 2.24 0.22 155 0.00 156 S= average sIopeaf overland flaw 15 900 1.77 0.18 176 0.00 176 Tc fgutterJ = Length (ft.)/Velocity (ft.Jsec.)f60 20 1200 1.45 0.14 187 0.40 187 B _Bottom xidth of qutter or ditch 25 1500 1.21 0.12 192 0.00 192 21 = inverse of cross slope one of drtch 30 1800 1.44 0.10 196 0.00 196 Z2 = inverse of cross slope twn af ditch 35 2100 0.91 0.09 198 4.40 198 d= depth af flow in gutter (estimate, check estimate with F1ow) 40 240E1 6.82 6.08 203 0.00 203 Area = d*B+d"2/2*[21+22] 45 2700 0.74 4.01 205 0.00 205 Wetted perimeter = S*df(}fsin(atn[k/Zl])+1/sin(atn(1J22))J 50 3000 0.68 0.07 209 0.00 209 Hydraulic Radius = R= AreaJWetted Ferimeter 55 3300 0.64 0.06 216 0.00 216 Velocity =].486/n*R".667*sA .5 50 3600 0.61 0.06 224 0.60 224 F1oM = Velacity*Area 65 3900 0.60 0.06 238 0.40 238 n= 0.016 for asghalt ]D 4206 0.58 0.06 247 0.00 247 s= longitudinal slope ❑f gutter 75 4500 0.56 0.06 255 0.00 255 ~loor outflow _ 36°'depth/hr. per sq.f t. flaor) * ( i ft aepth/1211) * (i hr/3600 5ec) 80 486G 0.53 0.05 257 8.00 257 = 0.00000833 efs per sq.ffi, of floar area 85 5100 0.52 0.05 268 0.00 , 268 90 5400 0.56 0.05 272 0.00 272 . 95 5700 0.49 0.05 281 0.00 281 100 6000 0.48 .0. 05 290 0.00 290 DRAIKAGE POHD CAZCllLATI43HS Required grassy swale pand storage volume = Impertriaus Axea x.5 in.( 12 in.Jft. = 198 cu. ft, pmvided: 345 cu. ft. OR! ARYIELL RHQUIRQMS - 30 YEAR DESIGN SmQRK 14aximm starage requireri bp 8awstring = 290 cu. ft. provided; 345 cu. ft. OH! Hunber and type af Axgwells Required = 0 5iagle a flouble ~Y y . ~ l~ S P C> Ys A N E e`, ~ C7 T_1 N T Y OFF3CE QF THE CDUN'IY EIVGINEER + A 0[V15IC1iV OFTHF T'[ISLIC Wok[ICS D&PARTPvIIIVT Ronald C. Harcnann, P.E., County Engineer . C1annis M. 5cott, P.E., Director Oecelnber 8, 1993 Mr. Chuck Simpsvn, P. E, Simpsvn Engineers, Inc. N. 909 Arganne Road Spokane, Washingtan 99212 RE: 5u11iVan Park Center FE-1504-85 ` Dear Chuck: we reCeived a subrnittal vn December 1, 1993 fram your ❑ffice for the abave referenced project. Said submittal is a partial submittal af the conditivns which must be rnet for Phase II. The approved conditiflns ca1T for a plan for the upgrade of the intersectian at (SR 27) Pines and Indiana ta be submitted ta the County Engineer as sgecified in Conditian #9 of the Condition af Approval fvr the above referenced prrject. Conditican #9 says that WSi70T agpraval af the intersection design is required, We Gan nat review the plans for Indiana west to (5R 27) Pines £rvm Phase I li.mits until we have the required approval from WSDOT. Because the suhmittal is nert consistant with the Conditivns of Apgroval t we are returninq yvur submittal tv yau with no review being dane at this time. If you have any quevtians, please call me. Sincerely. williaan x.<~"ings, PE Development Services Enginear/Manager c: Gary Kennaly Ran Harman ~ W. 1026 Braadway Ave Spokazte, Ts+VA 49260-0170 (509) 456-3600 FAX [503] 456-4715 5heefl Indiana ►4venue (B95134) Canstruetion BandlAssignment 5ummary ❑ean Franz, Spokane Caunty 1 Total Bond Assignrnent = $ 1,906,470.00 Acct. 98925140, dated May 9, 199Q 2 Actua6 C+amputed Canstrucfiorr Cost = $ 1,937,320.00 Estima#e by Caunty, Fall '96 3 Firs# Bond Reciuction (Fai! °96) Can Be Reduced #o = $ 1,374,189.00 4 Allowable Reduction: Bond Assignmen# $ 1,906,470.00 Less Minimum Bond ta remain $(1,374,189.0a) Allnwahle Redudion = $ 532,281.00 5 First Assignrnent RedudiQn $ 413,777.96 , made on 1214196, three documents 8 Second Assignmen# Reduction $ 61,928.71 made on 2I21I97, ❑ne document Page 1 P R6ad and Drainage Bondrng Estimate PRC3JECT INDIANAAVE NAFAE C?AVE BERTQ OATE Od-pec_gg i3RPliVRGE ITEMS UAl1T5 QUAfWTITY PRICE CD5T 1] Orywell - Type A& 30 ~''~Jq EA 26 125000 32500p[] 2) L7rywelP -1 Type 6 EA 156000 000 3) iGrate - Type 1(p sOTr 70 EA 15 15000 22541.0[} . 4) Grate Type 2 e rcrU `G EA E 15000 gpD pp . 5) Grate - Type 3Cff r w yo EA 3 15000 450.00 8) Grate - TypQ 4 Co ICM IG EA 22 20000 4400.00 7) 6ac'kfiEl For QryvuelP ~5{] 9~U CY 780 1800 1248000 8) Arfetal Frame Type I~ 1(3D EA 'k9 15000 285000 - 9) MetaP Frar~e Type 2O? IG~ EA 3 15000 45000 10) Nfetal Frame Type 4~s I~ r EA 26 450.00 3900.00 11} LEght Loose FdipraP (f / 0-0 I8 CY 7.2 22 00 15840 72) F4+C Prpe 12" []ia [a -:6&"7C! f~'U CF 2396 1600 3833600 13) PVC Pipe 15" Ora !7CJ LF 747 18 00 72906 DO idj PVC Pipe ie" C]ia ~!Q r'lp LF 210 21.00 441000 ` 15yPVC Pope 24" Dia !CO yc) LF 156 26.00 4056.04 16) Spvkane County CatGh 8astn Type I~ E4 23 8i]0 OQ 1840000 17] 5aiid did EA 4 314.00 9240 00 19,1 208 5wale Exaeava6on e /07J If) CY 8872 800 7097,60 19] Fine Grading For 208 Swale (9 c-/0 CY 200078 1 10 2200858 20} Hydraseeding oo 57a 5F 178806 0.07 12518.42 NClN STANDARC? DRA[tiAK;E i7EiU1S 1} Filter Fahric L'sning Fvr 26 D W L~ 3Q ~f ~ L5 2600.00 2) 000 3} 000 41 000 [3RWNAGE SUBTC3rtAL 18390900 21) Manuments EA 18500 000 22} Barricade G%~ LF 200 33 00 65a0 Qo 23] Street Signs E,A 8500 0-40 ❑THER 5UBT{37AL 660000 GRADfNG, 5LlRFACING, CLIRB, AiVD Sli]EWALK ~ 24y ReughGrade cgao`% CY 35481 3 5 00 17740650 25} Tap Course cjCS~a? CY 50688 1600 81110080 267 $ase Coutse -~Q 96 CY 8862_4 1600 141758.40 27} A,sphalt Cancrefe 1? *4 Tans 20781 9 44 40 922716.36 28) Curb Type A LF 7.00 000 29] Curb Type 8 9 TU `~c LF 224168 800 179334 40 3[1) Curb Type Fi LF 800 000 31} Sidewaik 5L1 YD 93969 1670 156928.23 IVQN-STANt7ARD ROAD ITEiU15 1] Canstructivn Of Varioess Turn Islarsd & PlanSng Strip 68000.00 2) 5aw Cut A,nd Remoaal Qf AsphaR 8 Corac Curb 60 M'U%LS 1000000 3] Larse Skrrping P L5 952000 GRAL7I14G AND SLJRFAGING 1746604.69 CC]NSTRUCTPON TOTAL 1,937,31159 ~ . ~ _ 9, Road and Drainage Banding Estimate PRQJECT lNDIANA AVE NAME QAVE BERTO DATE 04-C3ec-96 DRAINAGE ITERf15 4JN1T5 Ql➢AiVTIiY PRICE C057 1} Qrywell - Type A EA 25 125000 3250000 2) Qrywe91- Type B EA 1560 04 000 3} Grafe - Type 1 EA i5 450 00 2250.00 4) Grate Type 2 EA 6 15000 90000 5) Urate - Type 3 EA 3 15{}.00 450.017 6] Grate - Type 4 ER 22 200.00 4400{}{] 7] Baclcfiil For Clrywell GY 780 16 00 12480.00 S} Metai Frame Type 1 EA SS 15000 2854_00 9} ilrleta! Frame Type 2 EA 3 150.00 45000 10} Metal Frame Type 4 EA 26 150.0[] 390000 11) Light Loase Riprap CY 72 2200 15840 12] PVC P3pe 12" Qia LF 2396 16D{} 38336.00 13) PVC Pipe 15" aia LF 737 18 40 1290600 14} PVC Pipe 18" Dia LF 210 21 Od 441000 ` 15}P1AC Pipe 24" Dia LF 156 26 00 4055 00 16} Spokane Gounty Catch 6astn Type 1 ER 23 80000 18400.00 17) 5ahd iid EA 4 31000 1240.00 18] 248 5wale Exacavahan GY 8872 $ Q0 7097.60 797 Fine Grading Fvr 208 Swale CY 20007.8 1.10 22408 58 20} Hydroseeding SF 178806 0.07 1251642 NON S7AiVDARQ ORRINAGE ITEi4l5 1} Fifter Fa6ric Ltning FQt 26 C]'W LS 260000 zl 000 3] 000 a) 0.00 DRA4NAGE 5U6Ti7TAL 183905 00 21) Monuments EA 18500 0 00 22] 6arncade . LF 200 3300 6600.04 23] Street Signs EA 85.00 4.00 OTHER SUBTO1fAL 660000 GRADINC;, SURFACING, CURB, AND 510EWALK 24} Raugh C3rade GY 35481.3 5 00 177406_50 29] Tap Caucse CY 50688 16OQ 8110180 26] Base Coasrse GY 86624 18,00 141798 40 27) Asphalt Concre#e Tons 20781 9 4440 922716 36 28} Curb Type A LF 700 0 40 29} Curb Type S LF 224168 800 17933440 30} Gurb Type R LF 8 00 000 31} 5idewalk SQ YU 93969 16 70 156928 23 NOIV-57ANDARO RaAD ITEM5 i] Canstructian C]fi Vanous Tum Island 8 f'fanbng Stnp L 88000 00 2} 5aw Cut,4nd Removat Of Rsphait 8 Canc Curb LS 1000000 3} Lane Straping L5 9520.40 GFdFIpING AND SU'RFAGING 174680469 CONSTRUCTION TQTAL 1,937,313 69 . x 1`ST Bb6VD REDUCTION PRoJECr INQIANA AVE NAME aAvE sERTO DArE 04-Dec-96 fJFiP,IiVRGE fTEMS UNITS QL1AN71TY PRfCE Ct7ST 1] f7rywefl - Type RI @ 30°Ja EA 78 1250.00 975000 2} Drywell - Type B E4 1560.00 000 3} Gra#e - Type 1 @ 7 0a°/o EA 15 15000 225000 4) Grate Type 2@ 100°!a EA fi 750{}(} 90000 5] Gra#e - 7ype 3@ 1 UQ°k EA 3 15000 45000 6) Grate - Type 4@ 1[}0°k EA 22 200.00 440000 7} Bacfcfilt For OrywelE "7p 30°1o CY 234 1600 374400 8) Metai Frame Type I @ 100% EA 19 15000 285000 9} Mefal Frame 7ype 2@ 100% EA 3 15000 450.00 10] Mefal Frarne Type 4@ 900°!a EA 26 150 00 390000 11 }Light Laase Riprap @ 740°!a CY 72 22 00 15840 72) PVG Pipe 12" Dia @ 750/al LF 3594 1600 575040 13] PVC Plpe 15'° Dia @ ItJ% LF 71 7 1800 1290 60 14} PVC Pipe 18" Dia @ 10% LF 21 21 00 441.00 15)P11G Pipe 24" Dta [CO 100°Io LF 15$ 2600 405600 15} 5pokane County Catch Basin Type 1@ 50% E,4 31 5 80000 9200.04 17} SCtlfd itd @ 100°/a EA 4 31[7.(}0 1240#)0 18) 2418 5waie Exacavativn @ 100% CY 8872 8.00 7087.60 19) Fine Grading Far ZOS 5wafe @ 100% CY 20007 8 1 10 2200858 20} Hydraseeding @ 100°ln SF 178806 007 1251642 FJaN STANbARD C}RA#iVAGE ITEMS 1] FiRer Fabric Lmrng For 25 O,U'1F @ 30% LS 78000 27 4 00 3) 0.00 4) 000 €7RAFNAGE SUBTi3TAL 9323300 2°1} Pvlanuments EA 18500 000 - 22) Bameade @ 140°!o LF 204 33 00 660000 23} Street 5igns EA 85.00 000 (J7HER SLJ87QTRL 6500.00 GRAQIIVG, 51JRFACING, CUR$, ANQ SIDEWALK 24) Fiough Gcade @ 20°Io CY 7096 26 SAa 354$1 3(] 25] Tvp CQUrse @$p°Ia CY 405504 1600 648$0fi4 26} Base Course d 80°fu CY 7089.92 1600 113438 72 27) Asphalt Concre#e c~,i, 80% Tcans 1662552 4440 73817309 28) Curb Type A LF 7{]0 000 29) Gurb Type B@ 70"h, LF 15691 76 8 00 125534 08 30} Curh Type R LF 800 000 31 }'Sidewalk @ 100% 5[] YD 93969 16 70 155928.23 NC}N-5 TANDARa RDAO li'EiNS 1) Corrstruchon bf Various Turn Tsland & Plantrng 5tnpA% L 2440000 2} 5aw Cut And Rernaaal Of Asphaft 8 Conc Curb @ X,m`lp LS 100(}04D 3} Lane Stnping @ 100% L5 952000 GRAD1NG ANO Sf1RFACING 1274356.06 C0N5TRLICTIQiV TOTAL 1',374,189 06 s , . ~ Road and Drainage 8vnding Estimat+e PRO.lECT INDlAN1a F'R..fi+T NAME ❑AVE BER7 QATE 04Dec-96 DRAINAGE I7EM5 UIViTS QUAN1`!7Y PFdfCE CGSfi ti) CJrywelf - fiype A EA 17 125000 2125000 2) Dryweq -Type B EA 156000 000 3} Crate - Type 1 EA 15 150 00 225000 4] Grake Type 2 EA 2 150[}0 30000 5) Grate - 7ype 3 EA 3 15000 450.00 6) Gra#e - Type 4 EA 16 20000 3200t]Q 7] Backfiil For DW CY 510 16 00 816000 8) iMetai Frame Type 1 EA 15 15000 71%00 9] Mekal Ftame Type 2 EA 3 950.0[} 45000 10} Metal Frame Type 4 EA 17 15000 ~'aafl 0Q 11} Ligh# Loase Riprap CY 72 22.00 15840 12J PVC Pipe 12" ❑ia LF 2315 1600 3704000 13] PVC Frpe 15'° D)a LF 717 1800 1290600 14} i'VC Pipe 18" C]ia LF 210 21.00 4410.00 15] P1fC F"ipe 24" Dia. LF 156 26 00 405600 'ifiJ Spokane Caun#y Catch Basin Type I EA 19 800L10 15200.00 17} Svlid lid EA 1 3%{]0 319,90 18) 2(]8 Swale Excavafirsn ~ CY 445,1 800 359280 19) Fine Grad'sng For 208 5wale '~a• CY 7969 7.90 8765 90 20) Hydroseed'sng , SF 71598 Cl (37 50111.86 Nf3N STANC]ARD C}RAINAGE IfiEvS 1) Filter Fabric Lining For 17 00 ~ LS 170000 2) 0.00 3} 000 4) 000 , V. " DRAfNAGE SL18TOTAL 10976096 21) Mvnurnents EA 985.00 000 22f Barricade LF 430 3300 4290.00 23] Street 5igns ~EA 8500 000 DTNER SUBTQTAL 4290.00 GRA[71iVG, SURFACSIVC, CEJRB, AiVD SiDEWALK 24) Rough Grade CY 20675A 500 10337700 25) Top Course CY 29537 1600 47259 20 26) Base Gourse CY 49342 1600 78947 20 27} Asphalt Cvncrete Tons 12109.9 4440 537679 56 28) Curb Type A LF 700 ❑0p _ 29) Curh Type 8 LF 125575 800 1Q046f] 00 30) Curb Type R LF 5.00 000 31) 5idewalk 5Q YD 7105 16 70 118653.50 NOfV-STAfVDARD ROAD STEMS 1) Construction Qf Various 1'urn Island And Plarating 4. 6484(} 00 2] Lane 5friping L5 630000 3) 000 GRADING ANa SURFACING 105731646 ~ ' a s BOND REDUCTION L IQ+~-~ , k ~~D(j~ 5t~lliaan Park Ce~lter {Tndiana Road} Cvnstructed: M comnreredl rtem: 12l3196 ~ '~/O- Road Rvugh Graded 1~• 3~tl . KO 17rywells (Filter Clath, I3rain Rock, Cancsete Caps) 23 D4'V of 26 DW ***NC] adjustrcyents vr frame and grates an gny drywells, N V 4~4 ' Y Ykc~-~ Aeo TYpe °`B„ Curb {North Curb} 4850 L,F af,31524 LF Type "A„ Curb (Both sides of Island) 9700 LF of 31520 LF C . ~ CSTG {Base and Top} (North Lane []nly Canstructed FrDm Stativn 10D+50 tv Station 749+00) ~ C y~ ~ 4850 ~.F of 1576(3 LF kJ ~ G~ - ~ ~~'141T As phatt Class "E„ (No z-th La ne 0 nly Constrascted Frorra Statian y Dt]+5~ 3, ~ tQ Staxion 1 49+-00) ~ 48Sf~ LF of 5~~764 I.F ~-1 J ~Q Catch Basin {Battom ParC of CB Gonstrueted nnly, still need cvp part and adjusted tn design etevation}(Stvrm Dra`snage) 17 CB o#'25 03 ? Clean t4ccess Catch Basin (Storan Draina.ae) l Ciean Acc. CB ;K 12 inch FVC Storm Drainage 2200 LF ~ 15 inch PVC Storm IJrsinage 70i7 LF ~ I$ inch PV'C Storn Drainage 210 LF ~ u 1 .P J Storrn drairaage lsnes under Indiana Rvad constructed by Mountain Crest. P[ans say existirag lines Lengths ncat nated. 30 inch Concrete Starm Sewer Pipe Statian -114+a0. 36 inch Concrete Storrn Sewer Pige. 5tation --113+60 2 . . j p l , Jd i . Franz Dean ENG From: Frana Dean ENG To: Johrss Bii! ENG Cc: Hemmings BiII ENG; Scott Qennis PWD Subject: Indiana AVe -Assignment of Funds Dafe: Tuesday, i4pril 16, 1996 3:38PM Priority: High Bill Johns: As you haVe requested, I have looked inta the monies which were set aside for the construction of Indiarra Ave. I am irr the qrocess Q# gathering more information, bUt thi5 is what O haae sa far: a) A Security Arssigment af funds wras prepared for the eanstructiorr of lndiana Ave, and street lighting, irrigation and drainage. The Assigrrment was made Qn 9 May 1990 with SeaFirst Bank fflr the arnount nf $7,90fi, #70.04. The Assignment v+ras rnade tcr Spokane Caunty. b) Per the Assignment, tNe investment fund5 are to be released to na party without the wrrtten con5ent of Spakane Caunry, c1 4Jpon taiking to a SeaFirst Bank representative, Christana FQx, SeaFirs# Bank records show that the monies have already been rePeased to U.S. Bank. We have a call into U.S. Bank tv determine i# the Assigrtment was transferred, with the rraonies, to this new bank. If rart, #hen by Bank reeords the County rao longer has a valid Assignment t❑ call upon for the cflnstruction of lndiana Ave. I will keep you posted. Dean Page 1 a . ' - - : _ ...:r~ . ~ N.yl . 'zp " . ~ . -i: ~ • ~ . . _ - . . . ~ ~ _ . ' . . ' _ . ' . . ~ : . . ~ . ~ . . . " L . ~ ' . ^'J f' ' " " - _ ' " ' ~ - ~ 't ' • - • _ . j ~ . . . . :y 1 a . _ _ _ • v ~ ~ :'f _ ~ ~ _ , i ' ' _ " " _ ~ . . _ . ' ' . . • . . - ~ . . F . f' ~ . . E," " " . Oi _ - - ' . - L ^ , 17 77. 12H. Z. 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C R~.-~c3HED 7_ ltr~^:'~~- x f_: Tlii o Cr~L FL,E _ _ . ~ . ~R L! .°..'F~_.:: f C. i:S~`~"'~nLl L~°i1:Ci°.GTG f'Z TO:'.G ~L..VRL• TYIPIL B ~iTuE!n;AL;: ~i7 ~ s. Y. L . ~ . ` ! a • F ~y nL'i-fT'i iI T iES E PrdCr 7~.~i:T PJO. - L'LS IGM E3-c° r'A Vc Pe;cZu0 I7AT~- S~~ "•'ti+~ r h r y~ ~-y{~p~ ~ !'i:~~~~ i{c1i-'L' Y. ~ F 1"0'I' Yr-u iP'T L C r~iY S LJLL l +rAl~: S Y" 6` l~..F 1=.L~ i G 7•~! Srt REET Tr ; r ,i A i.' r Y . i i . i•;ri"~oE- E i;iL i'~,~:~-i,] ~sn :J.1 i. ~1 r I. I~ i°i ~ ti ~c. i F i r° r- r- ~ ~-r ~S 0 r' FJ i t ~'F -C~ c• Y Y. f: Ce ~ Y u I . - ~ • r . ~ f , f~ ~ k ~ A~ i.L ~ n `~•~i~i~_. ~e;,L~,'l'~~`+ti~ ray ~ia ~CS~~ t~~i:~ ~ c~. ra~~ I e `r - lumEp i i ~ i d r r, , ~ . . ` ` ~ • ~"~.1•- -.r~ _ r~ 7 1E, r i - 3 - ~ ir -"Yt-vs ri•~ Y ~'+_I r I T ~ a 4.~ ~ S'27^ACL. F- ~r yrr ~ 9 ~ E. 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Dnte: 12 • 3• 96 Title. Xr-L~,, yqyv, _ Checked by: Dote= Sheet ot ~v ~ Ntrtes ~ ` _s_ _ _ _ __,~_..r._....____._._ . ~ _ . ~j 4+1a--~l-. ~p,~ 4 _ _ ' . ..I : _ i` - - - - - ' - - ~ - - - ° - - . ' ~ . . : ~ ~ i ' • V~ } , _ _ - - • • - _ _ - . _ --'3. 1 - ` ~ 1. ~ ~ . - - - - _ -i ; 3 ' ` ' I_ • ' ~~._fv r o __r"".._._. -.W__, Ll 6 . ~ -106-4,.~~--~ -__Ot.~r 6 f a_ ~ ~ ~i ! , I- I i-•-__I ~ I ,_~!_.._.r-l-'~- - ---i -M_~_T .I~i _L~ r. ~_TL ~ , _ ~ r _...Y_ ~ ~ ---W - y ; __ZOG! I.,~z-7 - . ~ ~ ~...r .~a..~.~..~~_` __~.o.e.,.,...._ i • _ _._'~r" 1- - i~ i t • ~ ' ' _ ` ~ - • - - _ s~---L ~ ~ ~ _ - ; _ - _ . - - - - ' _ { _ ___~____..,m~ _ _ __e.,~ _ ~ ~ _ . Z.; 9• ' i ~ ~ . . . t W s...~ _T i ~ _ _~F ^ _ p ~ S - ` ' - ' - • ~ - - ~ j ° ~~~---jr--~ I ~ E~ ~ - i--~-~ 'I , _ - ` _ ' ; ~ ; ~ i ~ ~~.r..._.._1~ ' . ' - _ ~ i ~ , ' • - • - - - ' - - - - _T - - - • - - • - - ~ . - - ; - - . _ . . - _ - - - - ~ - n 4 SPaKANE CC}UN7Y OFFICE OF COUNTY ENGiNEERS CALCULATIOiV SHEET Destriptiorr: Project No.: _t4951.-A 4- Galc. by:Date: -9co Titie: _ Gheefced by: CJate= 5heet e{ (n Nates = J WJ.~I ~ i~ f T ~ ~i i , - - ~ r•--•._.p._~..Y_.~.,__. ' .____-__..._....i.-`-•---,-`------.-..-.•'~ - - - • C;z ! ~ • - - ; - - - - - ° - - ' ` - • _ - _ J~_-~~~.~~~~.i i.. ~ _ _ • - - ~ ; i ~ i i ' ~ ; ' ; ' ~ ~_O 9 ~ ! ~ , i ~ t r ' ~ ' ~x~~o~►-~~ ~ f ~~L?~~~,~ f C +Q~~~`~~f?~~ ' , ~ ~ ~ ~ ~ ~ ~ f M[f ' , ~ ' E ~ ~ ~ E r • - ~ , ~~T ~ I E I I i ~ I ~ ~ _ ' ° - - i ~1~~~►~rc_XJ G~+~ ~-9rd (.J-S~~ 9; ; _I~-~~_~--__~__~ f F i , ~ t E j ~ ~ i I 4 I I I ~ ~ 1 I ` I j 4~ i ~ , ~ - ~ - ~ I I , ~ ~ _ - •--a..~-- - - , - • - - - - G 5 R'J stt ~ ' i ~ , ~ , ~ • a ~ r' - - • . . ~ ~ } } c " ~ ~.~7b!_„± ~ 94lra ; 57~~! ~!ti5_J-, - • } , ~y ; ~ '_~_Ai ~ ~ ~ ~ ~ _ `I E ' , E ~ . _ Q l ---__Y~ ; _ p.~!~..~~_~`y~sr~r~ ~rs~•9!/_! 5?~~phiS~-_ . ~ 9 3 ~ S-- - ~ , + p ~ ~ E a • i , ; ; , 6 ~ ~L I ; i o C ' + ~ ~ i ~ € - ~ • 9 • _ - ` _ ' - - ~ • - _ f' ~ ~ .i ~ I ; ~ ~ ~_~I ! I I ~ I I " { _~--7_--~ c ;y ~1115-74 If 7+7 : ` . pv--+- 35.6 ~ 863.3 ~ ' _ _ + ~r ~ J S { _ ` ' ,--.._v..-_~ .~~L_ _ ~ ~ _.-_A +u_Q_:__~_' at-z. /0?- 1 %19'a 5 ~_~L~! ~ 70 CY-) ~ - ~ - • ~ f - ' - - - • ~ ' , . . - - ~ - - ' ----------~-°?U° . ~~s_ ~ 5 'J_.~~ ~ _~d~7 ~'O(a • 5 fa3 , r.-~._ G ~y ~ ~ SPOKANE GOUNTY OFFICE OF GOUNTY ENGINEERS GALCULATIOhF SHFET Description; PXOject Na.: 6951,3 ~ Colc. by: Y Da1e: .G?(o Ttle: . Checked sy : . Qate = 5heet 3 of 6) { Nates : Di~.M~ % ! T la.~_ 5y ~`Ifl ~ ~S._( S~~J ~ ~ !.J 1/ ~ j'] 6 ~I3 r ~ p r - t'_~~~. .~3_!_`-~' ~ t ~ ~ D ~ ~ ~s 'y ~pLr.~ a€ ~~O 7,~_~ $ ~ -R► e75 ~F_'.~_; + r_ iu a~ So~~~~~ F; z j' s;r~E 70 +1 oC) 4 c.i 57~9 _.._$a fi Q U' = r!~! 00_'Y._~-- o -~i 01 r`y~ L-.-- ~_.__~y~. • ( ~~Z~ ~ ~~f57~?_~ ~~C~ ~5.7~T~ c~~:'c~~~~~%~~'~ Z5~~ ~ I F, I ' 1 ~ R ~4 f i ~ R ~ ~ f ~ ~ s~~. ! ~c . - - - • _ ° - Q - t ~ ~ ~ ; S~~".~~ S ~ ~ 1--~.p L-F r i • ~ ; ~°_i~, ~ I ~ ~ F ; ~ . . : ~ ; ; • - - - F-- - _ ~ f ~ I ~ f I ~ ~ _I ~ ~ ~ i ~ E ~ ~ i ~ • ~ i i ~ - r i ' i r I ~.~_~_~I~}~. SYC/;- _ ' ~~i I ~ . ~ ~ ~ • • ~ • ~ - _ . _ IU~Zl _5~/.fiS7`14_lY~15_ _ E _ _ -f _ _ - 9'~ 5 ~ - ~ T ~Id~r~5~~x` o~ _T ~~~Ct'~ o~..s~.~57~},~T~~S ~ 7R_.~ V ~ - ~ ~ ~ 5._'-~ ~ ilzG~ 16o --I i r5~ ~~•.r1~.~s~1~~__l -C-- 'v- , ! ~ ~ • ' YI ~ ' ~ 91` - ` ~y s-~---~ 7.. ..e_. 1 S,f iF ~ ! ~ 1 ~ f , . . a • . 0I '~E1..! ~F!_~~_~~~ ^ ~ A ~ ~ - tr ; p J• -r , - / 5 ° L! . k J(3 0 _ ~r ' ~ ~ ' - - - - 15 ~ ~ ~9• +0__57►4"T~p1~]5 ~ , , ; ~ ; ; ~ - ~ - . ~y 9 , - ' ~"~~.,~--.~~r5~-~ sr►~,~____--- - - - - - ~ a ~ ~~~C~~~',~~~3 ' ~ ~;,go -~~~sT►~~_ ('g,a d 5 'CL . ~ SPOKANE GOUHTY OFFICE OF CvUNTY ENGiNEERS T . • ° CALCULATION SHEET , , . Descriptian: Araject Na.: R94 Calc. by: Doie: .-'3• 9Ca TitEe: -r►~.,y_ u, Checked by: pate: Sheet ~ of ~o 1 Nates : ~ ~ g ' ~ W. , .~.~.TM _ _ ; . . _ . _ Do o_U _ ~ • ~ i __I_ , ; f ~ ' _ _ . _ ' _ _ _ . - _ - - • ~ , ~ ' ' ~ , , - ' A ~ o ;-----•--G'i rf~5~.dt~~4 = f~~_1~~~S~~ST~l~ ~ ~1' ~ 1 .9.6 V S•~~ ~y k ~ h~ -1 ~5, I_J' ~ fR~ I ~ I I l~1~ i j _f 3 ~_I v_~. _i ~ -J I_ ~ - - - ~ ~ ~~SLe ' ~J i $ ~~i I ~ 'F" ~,1 ~ 2~G ~l 'r _ ~ ~ W ~ 1~ ~ - - - ~ • - ~ a I s ~ ~ (a_ `c ~ ' i I , ` E , ~ ~ ~ ' i-y • . . 1 ; ~y~d_~s~,~ 5 r,f~ s ; 5 ~~9~ ~ ~ . ` . Pa1~.! S-i4 ld.q b ; - _ - . _ - - - ' ~ ~_T'~ I ~~o~-V _ f ~ r f j ~ ~ ~o~. `Z~~_a _ i_ • ~ c~ - C.~ • ~ f , ! : • - ~ ~ _ • J111- A. 9 ; _J;--,------- - ~-7~ ~ ~ + ! i ' ~ _ ~ ~~_(a.~~ ~ ~ ~ - 7$ 5~ _ ~-a-- ' I3~. ~,~fJ ~~`b~ U ~ i_ ~ - - - - - - . d Q) ; ~~~9 ~ 114 7.tc~a . i I ; ~~~Llti'~~~~ tc, 'I~}$_,~-~C~ ~ , _ ' ca,~u~~ 8' 15~,}~ _D__•'3 ! 574 ~ =,31. ~a~• 9efa~o, iQ4. ~W~--• - - ~ _ _ = d_3 • ~ - - E---~ I~ 1 f ~ F~f~]~ ~ ~ - - - - ` ` . Z_1_6 _ _ '_S.5-r~_~g~ _ _ _ _ a7• • ~ o ~ - - ~ ' ----~~--r r - - • -2) 57A 2> 0 ~ ~i ~ ~ ; ~ , s - - - p ---7~ ~o _ ~ - _ ~s LA---,- - a, c) 9.4 _ _ _ _ ~ - - - - - - - _ ~ - - , . ~ - - - . F . . SPOKANE GOUNTY OFFICE dF GOLJNTY ENGINEERS ~ CALGi~LATIUAI SHEET . • a - pescriplia~: Project Na.: ~ 951 CaI c. by: Dtiie' Title: Z~'~„~~- Checkad by: f3ate: Sheei lc~ ot 6D ~ Notes : - - ~ _ . . ' - ' - ' - ' . _ _W___..__ - - - - . ~ .v . _ - - '~~`-~S,L ~'i'c.d.4~~a - , - - - - - - - _ _ a. . x1b; ! s_7 2_4__ _4:11- -9 6o-- L,. r-_ - _ - - - - . _ . ~ I S/ ~W 7 r~ _5F/;T►~ tn " ' i' ~ ' ~ ` ~ - --~T - • _ ~ _ ` - ° - - - - • - - • ' - . _ I ~ _ ~ _ - • - - - ~ . - - • - -i- ~ . _ ~ .._-Y-- f • _ ~ - - . - E . _ ~ , t...__~. _ ~ r~_ _ L__~_~.__._~~~ r ' LL~ - - - • _ • - - - - _ _.._._a~_-° - - - • _ .__-.C` _ - - • ~ - e . I ' _ i Engineer's Cast Es#imate Prr+Jtc! Name: Indiana Ava . RrcjECt Ho. 893t48 ~p []rs49E9tian Raad and prainas{a P3ars by Slmpson Erq#rvnr3 •3 r ~ ~JG-.d qTk~-. ~ ~ ~ ct lHnrFc: Cra[oaqe Systs[ns Only f~ f/ s1 M ,lnrt 6luantnry . l . t;uantrty rnce hem No Descefptlon llnita Pr9ce 5nL 2 Sht 3 Sht 4 5h 5 Shi 8 31R 8 ~4, 9 SY~t ta Shi 11 4 m nakx~ i~ ~~aka~r ~auntY i Ype A~ escn~, ~ r~ s~ ~7~ a~r i lb Fd" Fgaft roe Type adTywsil eaen siockoa 10 2.0 zo 0.0 4.0 00 10 a v so zo ~^K~ze.o ~ aa600 oo' 10 6ackiill for Type A drewsll C 30 cy aads cy St9 09 1.0 20 20 00 4.0 - fJ U --3 0 - 3.0- 9.0 2b 4728 0- 512484.00 za Spcf+mr~v Gwnty Type B dryiwll oach $1,560.~ L} 0 0 6 00 00 0 Q 00 ~10 00 00 00 00 00 ~ , • atr.,N , ae FOer ~atmic ror Type s cryweil escn sM.aa 0.0 Q o 0 0 00 0.0 00 0.0 00 o.a a a 00 Wtxa zc eacWt ror Type a arywaO 0 eo ey eaci, cy Moo 0.0 o.o n.o av 00 0.0 00 U 00 ao 00 $a aa ` a sdld ua eacn WIN.oo 1.0 2-0 aa 0.0 00 v.v 00 • U 110 a v ;r/,(.o sti,zaa oa ' MamfGmto Type1 each $15000 02 0 U pp pp 0.0 4.0 40 7.0 00 40 %50"?, 5Z25000 ' kSemY Crate TypB 2 e8ch S15000 1.0 2.G 70 6.0 00 00 0 0 10 10 00 6 0:'1 nD0.00 Metal {3raSe Type g each $550 00 00 0.~ 0.0 0 0 00 10 1.9 10 a 9 0 0 '00 3.0',~•=~'-'=SdmVD . .+ri c J lHstal Grale Type 4 each S200.40 0.0 0.0 20 0.0 40 00 3.0 ` 30 $ Q 20 220 S4,400.00 4 lNatiLl Frarra Type 3 each A150.00 9.0 20 10 0.0 00 40 4.tl &.0 10 0 01Arr8.9' i' sz85Q 0o 5 PAaml Frarne Type 2 each 5130.00 00 4.0 0.0 0.0 0.0 1.0 1.0 1.0 0.4 6.0 ~jf3 0'' USU pq H1eta1 Frams Type 4 awh S150.00 10 20 2a 4 9 40 0 d 3.0 3.0 9.0 $b x3,8W pp B Llqhd Iwvsa Riprap 0.y. $2100 00 0.0 0 0 00 00 00 36 3,5 0 0 00 st5a.40 10 SpvWlnsCOUnSyCatCh Ba.sen3yRe 1 68eh U4q.pa 4.0 24 10 0 0 0.0 S.0 5.0 9.0 1.0 6001 0-Y'„: 518,4000Q 18 '2OS' Srwk ExcauaUon C.Y. 58.00 279 44 B S9t 4 93A 60 B 27 9 434 J8 0 2p Q 296 7,2 - S7.091 60~ 17 F{ns E3radlnqTor 2W ssats a.y $1.34 9,143 0 1,638 Q 1,$47.8 3,810.0 3,3420 1,1LA0 1,779.0 1,7350 2D34 D 4.259o~00~,~~iS~979.58, r~'" 1 B 1Sy0rosesdln9 5.1. $0a7 10.26D 0 18,4640 16,824.0 34,2go p 29,640.0 19,200.4 $5.960.0 18,588 0 18,8480 10,944 0f'178. 0` 51Z51 &4Z 21 12" Oia. P'dC Pipe 11 9l9 W 20.0 49 0 21.Q Q.(y 0.0 8810 390.0 1,2190 230 F? U0~~1' f3$,338.~ 15' Qia. PVC Plpe 1 f S38 o0 4.0 0.0 00 4.9 00 00 717.0 00 00 90 -Ory0. 812-908 pp 32 18'OIa.PVCPlpe I[ S2100 0.~ 0.0 OU 4.0 QA 09 90.0 1200 00 ❑U IA19.01"'' 'JSd.430.90 24' f71a P'VC Pfpe U. 5m 00 GLfl dA 00 0.0 0.0 00 Q p 00 1550 00 0 r`' m i+1,058.00 Oreinagn 5um m i1BZ570.00 ~ ~ ,12M4196 hY. Desn FrerEa, P E `R . SPalani Cavrgy ~ , . , Ocive Cartsan Indiana Awenue ' Harlst"r9y lndustries 'lnc. Grading, Paving and Curbing'W'ork P.O. Bax 7310 Spokane, WA 99207 ro: AcmE 802 N. Fancher Road P'ay Estima#e No, i Spokane, WA 99212 Vllorfc thraug#a November 8, 1996 4,01W ITEms oF ROAawaRK (NON-YaXABLE) l7EM I QTEhI! DESCRIPTl4N IQUAhflTY UhJfT PR1CEI PRE111OUS ( PRE5E1VT ~ TOTAL 'i. ~ dlAobilization I I L.S. $°lS,ODO.fl{l 1 $!].aQ 1 $15,000.00 1 $15.0017.00 ~ Pesformarace Bond at: ~ 1 L.S. ~ $7,600.00 ~ $0.00 ~ $7,600.00 1 $7,600.00 1 I MH Adiustrnent at: 4 0 Eaeh ~ $225.00 { $0.00 p $0.0t} i $0.00 4. ~ Water Valrre Adiustment at: Q Each f $145.00 ~ $0A0 ~ aw I $0.00 8. P Asnhalt Pavement Class "E" a#: 2462.3 Ton~ $26.25 ~ $0.00 $64,635.38 $64,635.38 6. Asphaft Pavement Class pA° at: 0 Tans I $26.25 ~ $000 $0.00 $000 7. 518" Crushed Surfacina at: 6845.3 TaM $7.80 $0.(}0 ~ S52,031.88 I$52,031.88 8. ~ Cement Conccete SidewaEfc at: aL.F. I $9.72 $0.00 f $0.00 I s0.00 ~ 9. ~ iwe "A" Curb at: I 8937.8 L_F.J $6.00 1 $0.00 I $53.626.80 I $53,626.80 10. I 7vDe °BN Curb at: I¢713.3 L.F.I $6.00 1 $0.00 j s28,279.80 $28,279.80 . 11. Twpe nM" curb at: ! aL.F. I S8.09 r $0.00 $0_00 $0.00 12. Cernent Guttter (8-18) at: I 0 S.Y r $28.75 $O.+Da $0.00 $4.00 13. ~ Onvewav Apvraach {A-7} af: 4 L.F. $12.13 $0.00 $0.00 $0.00 13. I Tvtae "A" Curb Remorrai at: OflL.F. $1.70 ~ $0.00 $0.00 I $4_00 1¢. I Remvva! Asvhalt Paaement ai; I 0 S.Y. $2.40 $0.00 I $0.00 I $+D.4o 1 15. ~ 5aw Crai Asahalf at; d L.F. $0.75 $0.00 ~ $0.00 1 $0.00 16. I Curb Intet TvQe I at: DEach I $50.00 I $0.00 $0.00 ~ $0.00 17. Cerrtent Concrete Median at: ~ 273 S.Y. $25.00 ~ $0.00 $6.825.0[] ~ $8,825.00 - iS. Crarb and Siaewalk Remoaat at: 6 30 L.F. $4.50 J $0.00 5135.60 I $135.00 Subtatal ~ $0,00 I $22$,133.88 ! U228,133.86 ~ Less 10°Ip Retained ~ $0.00 I ($72.813.39) ($22.813.39) Tv be paid ~ $0.00 I$205.320.47 I$205,320.47 ~ ! certify the aaove ta be based on actuai rneasuremenfs and fo be irue and carrect. 10449C Charfes E. Simpson, P.E., Pr ect Engineer 1, the undersigned, do heeeby certify under penalty af perjury ttaat the bilt is a true and comed charge agains°t ihe R.A Hansnn Industries; that the work was ac#ually performed and the material fumished as therein c'harged; t'h; the clairn is just and therP is due me this date, according ta the confrac# sum af $245,320.47 that the same or any parth~ at been paid, 199f Subs ' ed ihis day af Al / 5igned Apqra~red nes ' FiIn C41-509AC4lr-vv61 _ - _ • - - _ . . _ ~ : ~c:,~ - _ - _ - - . . _ - - . - - - _--f. -v„ - ' . ~ ❑ave Carlson Ind3ana Avenue ^ • 1-9anson Industrles Snc, Grading, prainage and Utility +IM11ark - ; - • ' P.O. Bax 7344 . Spokane, WA 99207 , ' ~ •y _ ~ 7a: EIfer Cearporativrr - - - ~ i P.O. Box 977 ~ F_pay Esllmate Na 2 Newmarr Lake, WR 99025-01 1T 'Intark Ihruugtr Qetoaer 31, 7996 _ IFEMS 9F ROA[1WpRK (NON-7IUXABLE) . tTEM r ITEM DESCRIP71pN I QUANITY LlidlT PRfCEI PREVI9lJ5 p PRE5ENT TO'fAL . 1 I IWObdiza[fan I 1 L.5 ~ 33,60000 f S3,fi00QO 1 $000 33.60D.00 2 I Treneh Safetn Svstem ai: I 1 LS. ~ $256 0s] I $250[0 6 $O pD S250.00 ' 3 I Periarmanee Sand at: 1 1 L5. E4,35000 I $fl OD I 54,350,00 f $4`350 OD ' 4 I Treneh Extavalian for Siorm ak F 3790 L.F t $1500 I 547,850qfl F 3000 I E47.850,00 19 I Catch Basin wl Frame & Gra[e af P 24 Each I $80000 1 $19,20000 P $0 00 I 5°19,240 00 ' ~ 21 I 12" A95 or PVC Starm Pine at j 2321 LF I S6.00 1 513,32fi 00 r S000 I $13,926 00 • 22 I15" R85 or PVC Storm IProe aC 454 LF. I $9.00 I $$.08600 I S0.00 l 34`01M 00 23 I 1 8" A8S or PVC Stvrm Pioe at 415 LF. I 519.00 I $7,885.04 I S0.00 t i7.BB5 00 ' 24 BetldinQ for Storm Sfpe af: 3190 LF I $1.o0 I 53,190 00 I $000 N $3`190 00 _ 27 5vlash Rad for 16" C]ISSharne at r 3 Each 1 31000Q 1 E30000 1 $000 w pp ~ 28 Raadwar F.ccavaSian +1- 0 2' at I 15000 C.Y I S1 fl1 1 $15.150 00 I SG.UD I $75_150 40 I ' 29. I Roadwav EmbankmenE aL' I 1000 C Y. I SO 50 ~ 5500OQ I S0.00 I 35W OQ J , ; 30 ~ water for Rvadwrav ar i aGai i $001 t aa oa ~ so.Qa i to ao 1 , . 31 i rvoe °K oryweus wi F i 6 at 1 23 Eacn a1,440.00 ~ E32,200 oQ $0,00 i a3Z2DD.na . . 32. ~ Fine Grade Readd for As~alk ~24`41U 5.Y.1 $5.71 ~ $0 (if] ~ $17,331.10 1 5'I7,331.Tp " . 33. Crushed SurTaana i'ov Caurse ak 0 Ton I 55.33 1 $0 f30 p 3009 1 3000 Subtvt.s! 1$548.137.DU I'S21.691.10 S159.81lk1a . _ Less 10% Fetained L014,813.70)L[32.168 77}I (376.981 8i) 5 I • 7v be paid 13133.323 34 I 519.512.99 15152-836 29 . U7ILIT'f 1NpFiF( {TACABLE ITEh15} • IYEM ~ 97Eihh bEBGRIRTI[7N ~ QUAIVITY LiNIT PRfCE I PREVIpUS ~ PRESENT I TDTAL 5. i Trenctr Eccavahvn for Water at I 540 LF ~ $1800 1 E9,720.00 ~ 50 pp I19„720.00 5. Gas Eccavation IorW1NP at i 100 LF I 35.00 1 E50000 S0.00 I M(}.00 ~ ° 7 Cvnduil Excaratian Ior'WWP at ~ 920 LF. N $6 (1Q 1 35,520.00 1 $000 1 35,520.00 : . 8 16" CL 150 C900 Water at M 200 L.F. I 330p6 1 32,00[] 0[] I $000 E Skm OQ 9 I 1Z' CL 150 C900 Water at p 340 l.F. I $14.00 I 34,76a.00 I S040 I 34.760.00 10 I 8" (60' PVG SWR S[uh {iu1W #40) al S LS I 51,80000 1 37,800.00 1 $0 0[1 I ES_800.00 , , 11 I 9" i60'] PVC 3WFE Stud (MH #42) al 7 LS $2.30000 I S2,300fl0 50OQ I $2.300.00 • . 12 i e" f6171 pVC SWFt S[ub [MH #591 a 1 4 5. I 52,700A0 1 $2,700p0 ~ $000 I S2700.00 13 (8" f54') PVC SWFi Stub (MH #601 a '1 LS I 52_50000 I $Z&Od 00 I $Q Oil I i2600 pp ia 1 S' MH Corina at: 4 Each I S7,900 00 1 S4,QC10.Oa I E000 • $4.0013 I70 • ~ 15 I 10" (60'3 PVC SWR atu4 jMH #44) 1 Eath 1 $2,500 OLl ~i2,St1U.U~ ~ 30.00 5Z5W o0 16 ~"10" (60') PIAC SWR 5tub (1ViH #46) ~I Each I$2,3570 00 1 E2,3FIP3.00 I 30.00 523m.U0 • - • 17 1 1(" [60'} PVC 5WR Slub [MN fF48] I I Each 52`400.00 I 32,400.GO 1 $0.00 32400.0D 78 l 10" N1H Cvnno at I 3 Each 51,000.00 1 S3,00000~ 00 1 E3,00000 . 20 I Trazcr Wlre for watermain al' I 540 L.F 501❑ I 554 410 I SO 6[? I 354 00 I - - 25 I Beddina Far WaTer Rfoe at I SaQ LF. I 30.50 ~ 3270.OQ ~ TQ Op I xaTO 00 - - 25 I Beddina for Gas Pipe CrvssinQ aL I 100 LF I 5a 50 1 350.00 I bQ Ofl I I50 (10~ , 34 I 3" 7op Sotl at 1 0 3an I 53 Q1 E0.00 I 30.00 1 SiD 00 . 35. 24" 5laam Orain PiQe wl ExBaskt-il L5 1 59,17651 1 $p.i~p { $9,176,51 k $9,17651 . 38 1 Exc for Water Tav ~ S[a. 148t42 ~ iLS 1 320000 I $0 C10 1 3200.00 I SZJO 00 ' 37 i Ece & 8ackfltl for 4" Carner Piae I LS 1 $808 15 1 $0.80 5808 9S I S80B 15 ~8. I 7' Electricai Conduit I l-5 p $3982 1 $4 00 ~ $3982 I $39 82 ' Subtotal 1 546.47400 I$1Q,224,48 I $56.638.48 , , I I Plus 8.136 Sales Tax 1 S3.764 39 I $828 18 { i4.5S2.57 ; 4yr I Less9Q°oRctairoed L[54.54740)Li51.022.45]V55_669.651_ - - : To be Paid ~ s45.590 ss r s1o.v3o:zi-A s55.62120 I I sertiFy the a6vve tv be based on acYual measurements and Za be trus and correel. CL',W ' r//r319~ Charles E. Simpson, Fr 1ec~Engtneer ° I, tEte undersigned, do hereby certity under penalty a[ perjury [ha[ Rhe h+ll is atrve and c9rrect charge agairW . the R.R Hanson Industries; Rhat Zhe wark was aclually performed and lhe mater#al furnished as therein ciiaqed, lf the Claim is jus[ and therQ rS due mE this daEe, aecvrding ta [he eanfrac[ sum of 521,543.2[] Shat Ihe sarne w , any part has rsvt besn paid. p] ~r ` 5ubseri4et i /I day m! !+/J ere lsr fi~ , 1996 , Signe~~ APPrvved 7Lr F J.Q ~ri. Dr.~ , Effer Corporativn ~san Ind I ies ~e c,x,snmaTs~ • psve Carfa4n 1adlrula Avenw ' lians= lftdustrles lrw- C3raclcnq. ilraerraoe rst►d UtEIlty Wvrk ~ . . . P.O. 8vx 7310 , . r 5pokane, Wil 9M7 Ta: L'iftr Cnrpoia!!pn P.0_ Bcx 177 PZ'1r EstlmaLs tta. ? Ne.rsrepn Laco. YYA 88ifZ64177 Work uerouqh t7cubsr 3, 7988 fill4fS OF ROAOYiM (fi1ON TA,XABLE) V CTEm L7EsCRIPTIQiV IQUAHCTYi l33JiT PRICE PFifV3Dl68 j PRE8£i$T TGTAC ~ _ i. ~MobAimbo„ i tLs. 1 $3,000 00 ~ 30001 RsoD.oo 33,smoa s 2 rrem, sasav swatgm at I I ~-.s b ~o.L~a sa Oo s2so r,~ ~ao 3. t R~~ ee~,a $t l i L.S. 1 $4,~W 00 l Fmi so ta0 sa 00 4 I TrwAM Excarttl4ro ror storrt+ at: 13190 LF k 515001 a8 nA I s47,8W 00 Sd7.WaQa 19. I CatdhBar1 vi7 Frarree 3ick-atrr aC! 24 IEtich $844 00 1 $000 5741Z90 00 1 319200.Q0 21 I 12' +a85 ae PVC Starm Rloe at 17321 I. F 59.00I_ . i0.OC 513,M.00 ! i13V8 Od ~ 0 cn 22. a 3T ass ar PVC seom Roo a t 464 L F. 39.001 p 00 ose , aO t ~ 23 I i6AS'S a PVC Sevm+ Rt~ve st' ~ 415 L.F. 1 $19 #ri7 I 5~l O[1 $E5 ~F 3,7.a6 DO za_ iSs*Pm cor star+, a" at 3190t F.1_-p.on I Woo 1,-P,190.00 ! z3,19O.w 37 ! sa6an Oa ra~ Jar nWham or ~ 3Eace I, 41co co 1 30001 s3a~v m I s3ao.ao 28 R Ra+dwrr Easwt~r°r +1- 0.~" ar P15Q~ C.Y[ ~1 tit I SO 04 Z515t~ [30 I Sa5.15R~ 29 ~ Rc~r~v Erre~mlanastnt i70~QC Y I ~P-'5p 1 90Q1 ~3=0D I 35Q.00 30 1 W+4er 1ar RooMw at; 1 0 c321. I 5003 1 $a tlA ( 3D OG I 5400 31 i^]IVd -ti Omrah rd F 3G at 123 E-,PM L 57,4II4 OD~ $0001 332,7m Cd 1 5u-20Q_E1o ~ ~~FC* auw% u?,ad. A.Y": i a s.Y. i so, r1 $000 Wco 1- saca M I cauahre s.icremrta Tee cam. °ad a ron 1 553~ f '-paoo ~ so aa I ~ao subrotal ~ sv Da 1314a.137 oa i s1aa_rs7.0a ~ Lms 10% Pasaln.d r $0 as F,S514.813 70 a p iszs a13 ia) _ Ta t+ prld this 44timatr ' 20 tX! g 1t33.33 30 LZ131323.30 VTLPTC "NORK fTAXAEU 1TEni9] . ri'E!kf I rTE1H DESCRlPnd]N IQuAN6Y'1rIUNtTARICEI fiftEVSt]U5 j Pl2EsENT ~ TarrAL k ~ 5. 1 w amch E=wy-*m far Wotet ar ISSO L.F. I 418001 SO OD L-J9 720 00 i 38. TZE7 GIi ~ ~ 8. I Gas E=x+rr4on Svr 6rVwP sr • I 1103 L.F. 1 $5001 $0001 s5w.00 I mmoo I 7 I C=adur[ Eacrostlon Rar'NYWP at: I 920 L.F. 36001 3oU(3 i5s32t?.90 I 55.SZQ.~ ~ 8 I iQ" aL S'.5o C9Ct71Rfaiar aC I2O[} LF. ~ 370 i~ I ~ U~3 ~ S'F.OCIU.f,x] !~~OW OG1 I 91 tir cL 150 c900 watexaL saa LF i $1$.00! ta_001 $e,760a0 1 s4,7W.oc ~ !@. i 8'tBtri PVC 3WR Stuh fMH &401 7L5. IS]A0.OC1 f 30-00 LJ7,800-00 I 7I 1~6Q`1 PVC 5WR Sb~! tMH x431~ 1 L.S. r322.800 3L~ ~1R 1 ;3-W 77,3D0.0~ 1,~Z3t~1lOD 92. 8' f~4'! F'11C 3VSiR Stu6 (3A#i ~5&11 1l..3 ,7L~I3,90 I *40[1 1 ~I7QQ_Llq I ~7~[14~ 13 ~9" f50'1 P+JG 5WR Sh~b (41N S0I}lJ 1 4S 00 1 aU3 Qv 1 52.6d1a.00 1 s2,6W.00 f 14. Ir klli C'~rxusa a!: 1 A Fad'i I 37;000.100 i0 W ( Sl_WA OQ 54.070.Ci? 1s 4 1v rm! Ac ~.w~t su,t rMH iu.+Rf 1 E~ I 32,~cx) Sa.~ 1 s~.5ao.oD ~ s2,5MOo 1E i iC' (6(7) PVC 3vVR SteiL f MH "51 1 E~h I 5'l.3c~7 t~ 1 $0.00 a~=_Ci6 1 72,30000 L400.00 1~IpRl41a ! 17 ! xB^ (6CF) RYiC 3WR Strsb ()A}1 ii81 1 Es;h I 52,47Q Ct3 J 30.W 1 7 18 i~c- MH cadno at• I sEac+ I 31,am oa 1 3000 1 s3,00000 I s3.oan,cG c 20 ~ rnw Me rct wSWMmM ae w 64 cF. i av go i sa oa I {SA.Oo i 454001 25 i 5e6&m (cc y+ram Poe ar: Isw t.t: I =o w 1 30,001 3270.cn 1 r17ra.flo q r.?8 I 86cdlnc L-. C. ?ine Cirs+Ir+4at=1 100 LF ~ S0501 70DO f S§5) ou S54c1[3 1 T rOO --~M ut. ra rOM ~ $a 01 1 $u aa f ~a cv $moot 5efbsccal ~ 30.00 a$+8.474 OQ 348.474 M 1 a r Plu,, 2.1% salsa sax r_ $a.oa i a3.764.39 33.7s" z,:" ttr% w~tawmid ~ $0.00 1_1$4.647 4Gti ~__%4-647.40a_ , To bt paid Chis astfr~ate 4 'S4.00 p S4S,58a.99 1 i45_:59if.99 1 oaMy th+ abave Eo be baGed Cn ictttaJ cne4axwnoft aN to be ho uxi cvrrseci _ f", F-.~, ft~191~G c~,$,. E. smr~+, p.E-, Enrxa Um wxaerr#Vwl, do harsby csrdiv +udw vmWt1r aa p+i#u+r Mg me big !a a snr, a-id darreet ciwye aqarv ft RJ1 HarpEara fn*mr.7ic+. thm vu ++arlc vosa aGtuW qar!'arfr+ad wid G1c trsatetcsa! fcxniaied aa lriestin pwyv~ 1h ftza cixim 4~►st yuid iloars bn dus rib ttu; data. acwrd~rsQ ia tlsc carstrad rwm af 3118.974.39 uu v=a aursr ct s^f p,ut r.ss not bmn 9, 4~,:,._ .,..►,..a ~ 1/ r, ~'1 ~ .1 S98 E9jvr Cwpa~ t[vaumilm 4 f3CT-09-1996 5099251323 77% P.G 21 ,gaZ,f011_.. i ♦ i~ .-1 HANSOPI , . o, HAN~~~ IN~U'S`~R~ES, II~C, ~~,'~;~5°~'~',~A~U SA FIRST TRU5T WASHINGTQN, N.A. Fehruary 12, 1997 601 UNION STREET SUITE 212(7 SEATTLE, WA 98 1[} 1 Attentian: Lunda E. Houstori RE• Hans❑nlPrice Cauntv Fund Escraw Account 098925140 Dear Linda, Pursuant to tk3e Escrow Instructions dated May 9, 1990, hetween Price r7evelopment Campany ["Price"] and Hanson Industries, Inc. ("Ha.nson"), this letter shall serve as a written authorization letter t❑ Fxrst'F`rust Washington, N.A. ta release directly to Hanson a porrtion of those funds which are being held in the "Hansvn/Price Caunty Fund" escrow accvurat x98925140. You are hereby authan.zed tm release $6 T.928.71, fram tkze "Hansan f FriGe Caunty Fund" escraw accaunt n98925140 to Harzson, which funds axe ta be forwarded to Hanson as ir3stnacted by. Hanson or Hansvn"s authar°ized representative. This authorizatiorz letter may be executed in counterparts and the executed counterparts tacen together shall cflnstitute the originalletter of aurharization, First Trust Washington, N.A. is au'thorized to accept and act on this authorization letter on receipt by facsimile [FAX #r 206-461-4175 or other sin-iiiar mechum) Qf a eopY, or cvunterpart capies, of the signed authcrrization letter. If for any reasosa yQu are unable to comply with the Foregoing instrucaons, please SSoE.Lfy bi7th P3X51ES SeaaSdLilg L17e SELTFle. Vety tiZ.lly yObIXS, - PRIcE DEVELc~PMENT coMPArnr signea an: By: xts: _ HAi'VSON iNDUS'TRIES, INC. . Signed on: $y: Its: Spakane County Signed Qn: ~?-.,27° 19917 By: ~ Its• P~-~ )2.4...0 rv".+A.A, o LJ ~ a .s j7j NA1V5ON H 14 N,,~-.a N II~' ~3 U S T'~ 1E 5, I N C. BOx . ToWax ~~;a~' FIRST TR7LFST WASHINGTaN,N.A. December 4, 1996 601 UTVIQIV STREE"I' 5L]ITE 2120 SEAT'TLE, VVA 98103 Attention: Linda E. Houston RE: H'anson 1 Frice Cauntv Fund Escraw Accaunt #98925 140 I]ear Linda, . F'kzrsuant to the Eserow Ins[nactions dated Nfay 9, 1990, between Price 13eve1❑pment Company ("Price°') and Haz7sQn Industries, Inc. (Hanson"), this letter shall serve as a written author-ization Ietter to First Trust WashirrgtQn,1V.A, t❑ reiease directty to Hanson aportion of thase frands which are being held ira #he "Hanson f Price County Fund" escraw account #98925 140. You are hereby authorized to release $29.543.20, frvm the °Hanscan/Price Caunty Fund" escrow account #98925140 to Hansvn, which funds are to be fvrwwarded to Hanson as instructed by Hanson mrHanson"s autharized regresentative. This authorizatian Ietter rnay be executed in couariterparts and the executed counterparts taken together shall constitute the original letter of aa.athorization. First Trrast Wash.ingtan, N.A. as authorized to accept and act dn this authorization letter an receipt by faGSimile (FAX # 206-358-00$47 or other sirriilar medzum) of acopY, or counterpart copies, of the sigried authorization letter. If for a,r3y reasan you are unable to com,ply w'sth the faregoixag znstructions, please notify bmth parties regarding the same. Very truly yours, PF2IGE iDE'rIELOPMEN'F`' CC)MPANY Signed an: By: Its: HANSC]N INDLISTRIES, ING. Signed an: _ By: Its: Spokarie Couniy Signed ara: I-A.'9C9 $y: 4LC-~,~ Its: ,C," Zw~ " ,~y~.. - ry R • ~ t H,AH50N ~ _ . ~ HANSON INOUSTRIES, INC. ~~f~-~;~ . ,z~' FIRST TRiJST WASHINGTON, N.A. Taecernber 4, 1996 601 LTIVIOIV STREET SUITE 2120 SEA'TTLE, WA 98 101 Atterstion: Linda E. Hflustan RE: HansonlPrice Cauntv Fund Escro`v Accaunt #9$925140 Dear Linda, Fursuant to the Escrow Instructzans dated Nfay 9, 1990, between Parice Develvpment Company ("Pa-ice") and Harason Industnes, II1C. (HanSonn), this letter shall serve as a wmtten authorization letter to First Trust Washangtan,N.A. to release directly to Hansfln a, partiora of thase funds whach are being hedd ira the „HansanrPrice Caunty Fand" escrow account #98925140. You are hereby authoriaed to release~205.324.47, frorri the °Hanson/ Prrice Cotznty Fttnd" escrow account #98925140 to HansQn, which funds are to be forwa.rded to Hansnn as instructed by Hanson arHansan's authariaed regresentative. This authorizati❑n Ietter may be executed in counterparts and the executed counterparts taken togethez sha.ll canstitute the original letter of authorizataon. Farst'T"rust `Nashington,N.A. is authorized En accept and act an t.h.is authorizatimn letter on receipt by facsirrisle (FAX # 206-358-[]080 flr other similar medium) of a capy, ar counterpart eapies, of the signed authorization letter. If for any reason you axe unabte to coznply with the faregoing instructiQns, pleass natify bath parties regarding the same. Very truly yaurs, PRICE IJEVELC3F'MENT CQMFANY Signed oxi: Sy: Its: HANSON INDtISTRIES, INC. 5igned vn: By. Its: Spokarie County Signed an: 0•6-9(v By: Its• a~/a,,, J2,.d4.j Caa4"'Ao rIE'~ r, . w ~ . . . I f J r ~4 H~SO■ - . HA,NSQN INDUSTRIES, INC. ~~°a~'~y°~'S7w~,zaA FIRST TRUS I' WASHIIVGTON, N.A. Oetober 29, 1996 601 UIVION S'FfiEET ' SUITE 2120 SEATTLE, WA 98101 Attentian: Linda E. Housfon RE: Hanson fPrice Cauntv Fund Escrerw Accaunt #9892 5 I40 I]ear Lrnda, - Pursuant to the Escrow Instructaons dated May 9, 1990„ between Price De*aeivpment Cnmpany ("Price") and Hansan Industries, Inc. (1-Tansan°), this 1etter shall serve as a wc-itten autk'iorization lettex to First Trust WashingtonsN.A. to release directly to Hanson a portion of tkaose funds vvhick3 are being held in the "Hanson/Frice County Fund" escrow account #98925140. Yau axe hereby autharized to release $178,914.29, fraan the "Hanson fPrice Cvunty FF~und" escrow account #98925140 to Hanson, wh.ich funds are to be - farvarded to Hanson as mstructed by Hanson crrHanson's autharized representatiVe. This authorizatian letter may be executed in caunterpar-ts and the executed counterparts taken tagether shaTl canstitute tkxe original letter of authorization. First Trust Washington, N.A. is authcrrized to accept and act on this autharization letter on receipt by facsimiXe (FAX #206-358-0DS0 Qr other similar medium) of a coPy, or eounterpart copies, vf the signed authorization letter. If for any reason you are unabTe to comply witri the faregaing instructions, please notify both parties regarding the same. Verry truly youzs, PRICE I]EVELUPMENT CQMPANY Signed on: $y: Its: HAVSQN INUL]STRIES, ING. Signed on: gy: Its: - 5pakane County Signed on: 62 •6 •96 Sy: ~ . Its: r, 2NQ B(7Na R~DUCTpON PRO,IECT INOIIINAAVE AfAME QAVE $ERYO DATE 22-May-97 DRAINAGE 17EM5 IJNfTS QUANTITY PRICE CoST 1) ❑ryWVell - Type A@ 10% EA 2.6 125000 325000 2} DrywelF - Type B ER 1550,00 000 3} Grate - Type 1@ 10% EA 1 5 150 06 225 00 4} Grate 7ype 2@ 90% EA 06 15000 90.00 5) Grate - Type 3@ 10°h EA 03 95044 4500 8} Grate - Type 4@ 10% EA 22 200.00 44000 7} Backftll Far Drywell @ 10% CY 78 16A0 7248 00 a) Metai Frame Yype 1 @ 10% EA i s 15000 285o0 9} Mefal Frame Type 2 @ 10% EA 03 150 00 45 00 103 Metal Frame Type 4 @ 10% EA 26 15000 39000 11) Light Lovse Rfprap @ 14% CY 072 2244 15.84 12} PVG Pipe 12" Dia @ 1 a°/o LF 2396 16,00 3833.60 13} PVC Pipe 15" C1ie @ 1[}% LF 71 7 18 00 129060 14} PVC Pipe 18" Dia @ 10% LF 21 21 0[] 441 00 15}PVC Pipe 24" Dia c7i 10% LF 156 26 00 4055U 16) 5pakane Caunty Catch Basin Type 1@ 20% E4 46 800 00 388000 17) 5alid lid e,`n 10% EA 04 31000 12400 18} 206 Swale Exacava4on @ 100% Cl' 8872 800 1057.60 19) Fme Grading For 208 Swale @ 100% CY 200078 1.10 2200858 20} Hydroseeding @ 140% SF 178806 007 12596 42 dVON STAIVCJARD DRAPNRGE I TEMS 1]Filter Fabnc Lining Fvr 26 D W @ 10°Ju L5 260Q(} 2) 000 3) [}.00 4) 000 DRAINAGE 5U6TOTAL 5769124 21) Manuments EA 18500 000 22} Bamcade @ 1 ilfl°h LF 200 3300 6600.00 23) Stxeet Signs EFI 85 00 Q[lQ OTHER SUBT❑TAL 6600 00 GRADING, SiJRFACING, CUF2B, AIVC7 51E]EWALK 24) Rough Grade @ 20°h, CY 709626 500 3548130 25] 7ap Caurse @ 50% CY 25344 1600 40550.40 26} Base Caurse ~,7a 50% Clf 4431 2 16.00 7085920 27} ,AsphalT Concrete @ 50% Tvns 1039095 44.40 461358 18 28] Curb Type A LF 7,00 0 00 29] Cuab 7ype B @ 30% LF 672504 8.00 53800.32 30] Curb Type R LF 8 00 000 31) 5idewalk @ 70% SL3 Y❑ 6577 83 16 70 109849 76 NONSTANf]ARD R[]AC7 ITEMS 1} Construcbon Of IAarious Turn Island & Plarrbng SGip -A70%L5 4760000 2} Saw Cut And Remvval Df Asphalt & Gonc Curh @&~' L5 5QOa Oa 3] Larre Stryping @ 70% LS 666400 GRADING AND SURFACIEdG 831203 16 GC3N5TRlJCTIC]N 7C}TAL 895,494,40 ~ I Bc°~NCN, REDLICTlQN • ~ ar S~rou,.~..~ ~C}JEGF IN❑fANR RVE NAME aAVE BERTO DATE 04-Dec-96 0A- a~.o~-• ~ ~ QRAINAGE PTEM5 UNfTS QCIANfifTY PRICE CQST lJ Drywel! - Type A @ 30%#aC'~',a JO~e EA 7,8 125000 9754.40 2) Drywell -'fype 8 ' E}1 155000 000 3} Grate -Type 1 @ 100% 07P F-A 15 15000 2250.00 4] Grate Type 2 @ 100% tJ'7a EA 6 15000 90000 5} t3rate - Type 3@ 100% jo "7q EA 3 15000 45000 E} Cirafe - Type 4 @ 144°/a , o1a EA 22 20000 440000 7) Backfill Far Dry:velf ~,?a 30°~ 107o CY 234 Zfi aD 374400 S) Metai Frame Type 1@ 104% !C`la EA 79 150.00 265400 9) Metal Frarrie Type 2{J 100°h, ZG% EA 3 15000 45000 14} Metai Frame Type 4@100%04(, ER 26 15000 390000 19) Light Lncsse Riprap ~7r 100% CY 72 22.00 158.40 12) PVC F'ipe 12" Dia @ 15%1 LF 359.4 16.0{] 5750 40 13] plfC Pipe 15" Dia @ i{}% f01F LF 71 7 19.00 1290.60 14} PkIC Pipe 18" Cfia @ 10% ii716 LF 29 21.00 447.00 1 5}P'VC F'ipe 24" Ui2. @ 1{JO% !L? Zo LF 156 260D 4456.00 16} Spvkane County Gafch 8asin Type t@ 5U% ZJ`1e EA 11 5 80000 9240.80 17) Safid !id @ t OQ°!v 10 Z EA 4 31000 124000 18) 248 Swale Exaeavahan @ 100°Io CY 887.2 800 709760 19) Fine Grading Far 208 Swale @ 100% CY 200078 1.10 22408 58 20) htydraseeding Jc 100°/o SF 178846 007 12516.42 1VON STAIVC3RRD dRAtNAGE lTEH1S 1) Fii#er Fahric Lonrrrg FQr 26 D W[ae 30% r 07,p LS 780.{}0 27 000 3) f1 0o 4) 0.00 DRAlNRGE SUBTOTAL 9323100 21) Manuments EA 18500 000 22) Bamcade @ 104% LF 200 3300 660040 23) SEreei Sogns E4 8500 p[]p OTHER 5U8TCiTAL 660000 GRADfNG, SURFA,CUUG, CIJFCE, AND 51DCWALK 24} Rough Grade '~'r 20°!o GY 769616 5 00 35481.30 25} TQp CoUrSe @ 80°la 507C CY 405504 1600 E"i$8$d 64 26} Base C6urse [a7 80% •50 -to GY 7089.92 16.00 113438.72 27} Asphalf Cvnerete C 80% 7O 70 'fflns 16525.52 4440 73817309 28) Curb Type A LF 3.00 000 29)Curh Type B[~c 70% 30fc LF 1569116 800 125534.08 30} Cur4 Type Fi LF 800 [1 tl0 31) Sidewaik [r_3 100% -It7 7c SQ YD 93969 1670 156928.23 NON-STANQARD RC7AD 1TEMS 1} Construeban Oi Various Turn Islarad 8 Plarsbng StripA% L7v ~c 2fl40L1.~p4 2) Saw Ctrt Rnd Remraval CJfAsphaft & Cvnc CurG @ XD`k LS 50 lc) 10000.00 3) Lane 5tnping ~r 104°!fl LS )r0Z 952000 CRAC]WG AND SURFACING 127435606 CJNS7RtJCTdQN TOTAL 1,374.489 06 t , Construction Surety Summary Projec+t: Indiana AVenue Etoad Improvement~ (1395134) From Punes to 300 Ft. East af Sulrivan Rd. Dean Frana, Spokane Caunty Com,puted Assignenent & Reduetions Actual ►Assignment & Red'uctivns Ac#ual +Cnnstrvction Cost - $ 1,931,320.00 7atal Bond As.signment, $ 1,906,470.00 per revised plans doroe in Faf6 0f 1996 per Acct 98925140, dated May 9, 1990 First Assignmen# Reduction on 1214f96 Aetual Assignmeret Reductivns Amt to Rernam in Acct. 1,374,189.04 Requesk #1, approved an 1214l96 413,777.96 (three documents) A91owa6fe Reduction: Bond Assignment = $ 1,906,470.00 Request #T, appeoved on 2127197 = $ 81,928.71 Less Min. prnt. ta Remain in Rccf.. =$(1,374,189.D0) {one dacument} Allawable Reduction, as vf 1214196 = $ 532,281 00 Reductions Tatal, as of 2127197 475,706.67 Amt Left in Account (As of 2f27197) = $ 1,430,763.33 5econd Band Reduction vn 5122197 Actual Assignment Reductions Amt #o Remain in Ar,ct. 895,494.40 Request #3, approved on 5122197 = $ 161,355.78 Allawable Reduction: (ane document) Amt. Lef# in Acct. {,4s of 2I27197} 1,430,163.33 Less Min. Amt. tv Rema9n in Acct. (895,494.40) Request #4, approued on 6103197 41,fl05.97 Allowable Fteduction, as ot 5122197 535,268.83 Request #5, approved 6l05197 = $ 120,831.19 (fiour dvcuments) ' Amt Left in Account (As of 6105I97) = $ 1,107,710.39 Filerrame: 695134, Bond 5ummary Printgut Date: 6I9191 06I09f97 10:04 FAX 5094688454 .T~.IN-~~7F,~-'I9~'7 l~: di~ Jr HAN50N INDi1STRTE (6005 s Y ~ ~ , H1iH5Q~' ; (H i HANSON 4Nt3USTRtE% iNC. i`lJ1..~i iiT►A1t74 WAf7i71i•G,1ON' i7-A. Ju.ne 3, i97d 60iUNIO37 tJ 1REET . SVk1G 2124I Si"IL~TTLE, WA 9O 10 i Ai#Cl~`tt1t721; L1i1Ci& E. Haj.i5t02T R.E: HansanJpriee Gauatv Pund Es+crow Accaunt 498925 4 D T]car Liada, i'iusuant to the Fscrow Insxactiocs dated May 9, 1990, between Ptice Develop=cmt CompaAy ("Price') aad Hanson Iadv.stties, lae. C"Ham.soa'), tilis LCttCr ST18ll $CYYe ii5 aL wriLCC'4 au`LhoL82at1flA 1CtteI LC FL-.ts2 T3'CISL W83h3rYgt0$Y N.A. - ta release cUtectly to Hanson a poxtion cf those fmds waich arc being heid ira the 'Fianson(Pricc Gaunty F~und` escsow atcaunt #98925140. Yau are bereby authcxized trs reTeasc $8.728.95, fro= ths 'Hanson/Price Caunty Fund" escrow accauxtt #9892514e to Hanscrn, which funds arG to be forwarded ta Hansara as insrzucted by Hanson or HansQn's authorizeci repreaen.zative. This authvrizati.an letter =ay he eacecutcd irL counterparm and rthe itcecuted eounterparm taken tr,gether shAl.1 cvastit'u.tc thc Qrigzual, kt[er af autharizatian. First Trast Washiugtcrn. N.A. is authorized to acccpt and act oa chis autherizatiaas lcfter on receipt bp facsimile (M # 206-451-4375 ar orher simila mec1ium) of a capq, or counterpart capiea, of the signed authorizatioa Ictter. If fQr 3A.y z'eis4n yau arc unable to campty v*ich tlxe forcgoiag ir,.sr.rvetioas, please IlA* both pardG$ I~gard3ng thC sw[te. PRIC~► I7'EV'EI.'L~PMENT C[7M-V~ ~Iy yG3~r5, 5igned oa: "r -I'~ B~ HP,I►TSON INDIUSTMS. FNC. Sigaed an:&-5-t? Elq:~..+~ Zdac4awew ~ 5PL]KA.fi~ ~OLTNW Sigaed ca:~'-5 ` ~ ~ ,r-By: iIs: l16~4CT~ 06/09/97 10:04 FA% 5094688454 fIANSON INDUS'ERIE Q004 JLlN-06r"1997 s a . fiMSAN1 gra 7itd. IHA~iQ.SJ Lf.EJ. H~IT+~S[~NIt~Q1~ST'~IES, iNC. FIRS'I' TRUa''T WASHINGTON, N.A. Jurnc 5. 1997 601 'f]NION STREE'I' SUITE 2124 SEATTLE, WA 98101 Atxention. Linda E. Houston RE: Hanson 1Price CQilntir Fund Escmw Account #9897 5140 Dear b.inda, Pursuant to th+e Escrvw Fristrurtions dated Ivlay 9, 1990, between Price Developmeat Gvmpaaa.y ("Friee") and Hanson Industries, Trac. ("Hansan"), this letter shall serve as a written authorizativn letter ta First Trust VLTash.ingtan, N.A. to release directly to Hanson a partivn of those furids wtiich are bezra.g held in the °Han vr/Price County F'und" cscraw account 098925140. You are herehy authorized to release $15.553.66, from the "Hanson/price Gaunty Fund" escrow account W198925 140 ta Hansan, whieh funds are to be forwarded ta Hanson as instructed by Hanson or HansQri saLuthvrized representative. This authcrizativn letter znay be ececuted is3 courxterparts and the exeeuted counterparts taken together shall canstitute thc original lettaer of authvrizafaon. First 'Irust Washingtan, N.A. is authorized tv arcept and act on this authvrizaticn letter on, reeeipt by faesimile (FAX # 206-461-4175 ox v#hcr simi.lar metliu.m) of a c4py, vr countcrpart cepies, af the signed auncorizatian letter. If fer any rea.son yvu are uziable ta cvmply with the fvsegving iastructians, ple'a.se noti,fy both parties segardizzg thc same. VCsy t.ruly yours, PRICE I}EVELVPMENT ~~M Signed on: Yl' S_ ub ~ l HANSON INDUSTRIES, INC. . 5igned Sy' Its: sPaKAN'E C+ovNTY ~ + ~ SI~iCt~ oI~:,~ - a 78~I: ~.r, s its. . / 06P09/97 10:04 FA% 5094888454 HAI;i50N INDII5TRIE CM09$ JLW-06-1997 15 :46 .TP FZEALTYp I hC. 1881 485m1 P.06/06 1 ~ 1 ` F"SON o 0, s~n,a s~.+~s ~ sr.sA HANSON INDUST~iIES, it~G. ►.~.~=~•F.~~,~ FIRST TRL7ST WASMN070N, N.A. Junc a, 1997 601 tiMC3N STREET S[7ITE 2120 SEATTLE, WA 98 10 1 ' Attgnr3on: Linda E. Hmustoa . .TT1Pi7.Ce Co=tv Furid ESCrDVV ACCOUnt W098925140 . RF:: Ha175o DcaT Lins3a, Pursuant to t,he Escraw instructiorLs dated May 9, 1990, betveen Price • - Develapment Compasr.y ("Pricc°) and Har:svn Tndustries, Irac. C`Han.son"a, this • letter sha3 serve as awrit[esa aurhosizatfOn letter to First Tavs€ Washington, N.A. to relea►se direcdy to Hansvn a parrion af those funds whach are being held in the "Hanson JPrice Ccrunty Fuad" escraw accatnt #98925140. Yau ate hereby au'tharazed to refea.sc 8 54.342.51, fram the "Hanson,JF'rice County Fund" escraw account #98925340-to Hansva, wtv.ch fLxnds are to be farwarded to lianson as ins[ructed by I-?'anson or Hanson's authorized represenitative. 7his authorization leetcr may be cxeccuted in counterparts and the cxecuted couneerparts taken tvgether sha11 constitute the original letter of autherization. FirstTrust Washingtvn, N.A. is authorizcd to ar.cept aad act on this a'Lithvrizaricsn lcxtcr on receipt by facsim:d.i.e P"AX 4 206-461-4175 or other similar snccliuaa) vf a copy, or cauraerpart copies, of the sigaed authorrization let''tee*. If fas any reasvn ycu are unablc to comply vrith zhe fvregairtg ansuttctians, please natify bath pasties regardi.ag the sams. Very truly YOurg, PRICE DEVELOPMENi' Ct7 ANY ~ ~igned on: ~ ~ , . ~cc.~~►~,51~ ~ `HANSDN INDllS'FRt£5, ING. Signed S ~ts: SPQKkNE CC]Cf`N'YY ~ Its: 5igxaed va • By. . , ~ MEMV r '""_Y DV i'i Tt7 :Dennis Scott FROM : DAVE BERTO DATE ;June 30, 1997 RE :Yndiana Ave Dennis. I have reeently received 3 request from Hanson Industries for abvnd release for Indfana Avenue at the Valley Mall site. Their request exceeds SgQkane Cauaity's estimate of work Zeft to be campleted hy $392,875.14. The Canstructiaa Department is currently dofng a reevaluation af that prajeet and we shauld have a new eatiaate for wark left my the end of the week. My question ia do I release based an Hanson's requeat, or anly to the drallar amvunt estimated by 5pokane County. I have explained that the typical process for xeleaae ia based Qri Spokarie County'a acceptance ❑f wark and not the Sponaor's. Hennis. I have recantly received 3 requeet from Hanson Industries for abond release for Yndiana Avenue at the Valley Mall site. Their request exceeda 5pokane County` s estimate of work left to be completed hy $392. $75.14. The Constructaon DQpart.ment is currently dQing a reevalua+tion of that pra}ect and we should have anew estimate for vvork left by the end of the week. My queation is do Irelease based an Hanson' s request, or only to the dollar aznount estimated by Spokane County. I have explained that the typical gracess for release ia based on Spokane Courrty' s acceptance of wnrk and not the Sponsar' s. ~ ~ Construction Surety Sunnmaryr Project: Indiana Avenue Road ImpcQvemen#s (B95134) From Pines to 300 Ft. East of Sullivan Rd. Dean Frana, 5pakane Caunty CQmputed ►Assignement 8 Fteduc#ions Actual ►Assignment & Reductiarns Actual Cnnstruction Gpst = $ 1,931,320.00 Total Band Assignment, $ 1,906,470.00 per revised planS dvne in Fall of 1996 per Acck 98925140, dated May 9, 1990 First ►4ssignment Reduction on•12J4f96 Actual Assignmerot Reductions Amt to Remain in Ae.ct. 1,374,189 00 Requesf #1, appr4ved' on 12J419E 413,177.98 (three documents) AfEawahle Reduction: Bond Assignment 1,906,470,00 Request #2, approved ore 2127197 51,928.11 Less Min. Amt. ta Rernain in Acct. (1,314,189.00) (one docurnent) All4wa6]!e Reductian, as of 9214l96 r$ 532,281.00 „ Reductions Total, as of 2127197 475,706.67 pmt Left in Accaunt (As of 2127197) 1,430,753.33 Second E3ond Reduction an 5122I87 Actual Assignmen# Reductivns Amt to Remain in Acct. 895,494.40 Reques##3, approved on 5122197 161,355.78 Allawable Redwctiaro: {one document} Amt. Ceft in pcct. (As of 7127197) 1,430,763.33 Less Mln. Amt. to Remain in Acct. (895,494.40) Requesfi #4, approved nn 5103l97 41,005.97 Allawable Reduction, as af 5i22f97 535,288.93 Amt Left in Acrraunt (As af 6103197) 1,228,401.58 „ Filename: 695134, Band 5ummary Printout Date: 813197 06I09r97 10:04 FAX 5094688454 HANSON YNpUSTRIE IZ002 ,j1.,91H,-05'1997 1`~ s 44 r r~+-~ , • • , ~ . H ►~sON, . HANSOiR IN _DAJSTR 1 ESa IIN\,r. ")+~iSa7ia! • FmOM404454 && FIRST TRUS"I` WASHFNG'PflN, N.A. May 15, 1997 601 L3NION STREET surTE 2 120 SEATnE, WA 98101 Attentivn: Linda E. Houston RE: HansaneFtice Cauntv Fta,nd EsCrovv Account 098925140 Dcar L:nda, Pursuant to the Esczow instructions dated May 9, 1990, between Price Deveivpment Gcrrapany ("Price") and Hansvn Lndustries, Inc. ("Harison"), this , letter shall serve as a vritten authorization letter to First Trust Washingtom, NA to reAease ciirectly to Hanson a gvrdcn vf thosr fimds which are beeing held in the "Hansan/Price County Fund" escrow account #98925144. Yvu axe herebp authorized to release S151.335.78, from the "HansonJPriGe Gounty Fund" escrow account 49$925140 to Hanson, wh,ich funds are to 6e forwarded to Hansan as i.ristructed by Ha,nsvn or Hanson's authvrized reprrsentati.ve. • This autrivrizatioa letser may be executed in ceunterparts arid the executed counterpaxts ta' cen tcgether shall constitute the vriginalletter of authori.zatian. First Trust Wastington, N.A. is authorized fa accept and act an this authorsza.tien letter an receipt by facsirrile 4FAX # 206-461-4175 or other sisaiiar rnediumy af a capyr OT CL3l1nCCrp3TL CC3pYC$, of the sigtzed authorazativn lctter. If for aay reascn yau are ua,able to camply with the taregoing instructians, please rfvtiSy bath parties regardasag the same. Vexy truFy yaurs, PR3CE DEVELOPMENT C~:Mla~k. 4~z ae+~C' ~ V<~6. ~ 5i~ed vn_ ~y• _ i HAN'SON II1iD[1STRIES, INC.f Sxgned on: By: , its: 5pakane Caunry Signed on..3-0~'°7 Sy: 4j%-- P" A.i., p Dr•r-..,w 06I09197 10•04 FA% 5094688454 31!?~k-&'a-i'~I 1~` A7 .~r . ...p. SAAIS~IN ~IVI~~TS''RdE IZd03 ~ I HAMQ ! N , '~iQ7' Ltfi.A ~jANS I ON INDU~7~+TRIE.,7~t, I11;rL/~ r. { R.Ct ~y~.7S 6~ 7~T0. ~~CpoiarY45~4=+ ~i'•Fttt~t~ VF 33 Fnzn TRu.7~ WA,~~NGTON, N.A. May 30, 1997 601 UMC,7N STREE'P SUITE 2120 • . ` SEATTLE, WA 98101 Attention: Linda E. Hcuston RE: Haxlsona~jpe CouritKyund Escrov AccQUnt #98925140 i]ear Linda, Pursuant to the Escrow instructions dated May 9, 1990, betweea Pxice Develvpment Ccmpany ("Price') asxd Hanson Tndustries, Inc. ("Harisoa"), this 1et#er shWI sirve as a writtca aurhorization ietter tv flrst Tru3t Washingtsn, it_A. to reImse ciirectly to Hanson a portiQn of those fuads which are bei.ag held in the . "Hansen/Price CounLy Fund" estraw accvunt 3#98925140. . YOu are hCttby authosi2ed to zr,lea.se $4I.045.97, fram the °HansonJPrice Cmu.nty Fuuid" escrow account 098925 i 40 to Ha:nsc►n, which funds are xo be ~ farwarded t+a Hanson as instzucted by Hanson or Hansmn's au°tharued regresantative. . ~ This autbtari2a,tioa Ietter may be executed in wunteraarts and r11e cxecuted couritezparts taken together shaU eaastita.te the atiginal Ietter of authorizatioa, Fixst "i'rust Wash3ugtoa. N-A„ i3 authorized ta accept and act an this - ' authorizatian lettcr on receipt by facaimile (FAX llt 206-46 3.-4175 aar ath.er similar raedium) of acoPY, cr countergaxt capies, rr[ tfe sigmed aut,bvrazatian lerter. Tf t~r any reason yotl are uriable to Co=pYy with the foregoing ingtructians. please notify both paatica regardina tht sarae. . - Very trulY Yours. PRICE DEVELOPMENT CD 5fgaed on: ~'~"1 -Peaz 7fij4T' ~ H"Srr}N Mus~TRIE.~`Jy IN . Signe$ t?n._J'~p'3'-~ 7 ]BY. SPOKANE CC)UNTY ° ~ sigrxed Qn:-6-5 -Z7By, 0-A Its: ~vag , ~ ~ HANSOM , FIA~V~QI~ IN~USTR1~S, INC. ~>~~;~~s~~"«9;~~U S A May 22, 1997 Qeat1 Franz, F E Spokane Gounty Public Warks 1026 West Braadway ehyenue Spokane, WA 99260-0174 Dear Mr Franz Enclosed yQU wiIl find the three copies of the Assignment ReductiQn documents that you requested shvuving all three signatures in the future I will sent you a copy as saon as the dacument has been signed by everyane Thanlc you far taking the terrre to exphain haw Spokane County processes are request I hope the enclQsed information wtll corr,plete your files SrnGerely, - Hanson Industries, Inc, ! SaiCy Mc Gawran Real State SeGretary ~ 12I06196 R10.32 FA-X 5094688454 `SDN INDUSTRIE PRICE DEVELOPhfNT Z003 ` KANSON . ~ry n P D Bas 791 G. S~rsrsr~. wa 88207 U.Sa C~ AN~` ON INDU L~i ~I RI S? INF,r. (5109) e6S-Ts62 • 7ctaftx (549}4V~Wi2 FIRST TRUST VG'.ASHIINGTflN, N.A_ Dctober 29, 1996 501 LTNIQN STREET 'SL3ITE 2120 5EA77LE, WA 98101 ,4ttention: Linda E. Houstvn RE: HansanlPrice Countv F4.snd Es~ow Accou.nt #98925140 Dear Lirida, Pursuant to the Escr4w Instruuticans dated May 9, I990, betweeaa Price . Development Company ('°Frice") and Hanson Lndustri..es, Tnc. (Hansor~"), t.ku,s letter s~^aaLl serve as a writterx autharizatian letfer tn First "I`rust "V4TTashiaigton,N.A. to release directly to Ha.nsvn a portion of those fizuds vvhich are beiag held a.n the "Hanson/ Price Caunty F'Lmd" escraw account 9989251447. Yau are hereby aut.honzed to release $178.914.29, from the "HansozfPiice Gauaty kund" esGrow acGOUnt #98925 140 t❑ F-anson, whsc.h furkds are tvbe fvrw-arded to Haxason as izsst.ru.cted by Hanson arHanson`s authorized representative. This autharization Ietter may be executed in counterpaxts axzd the executed cauntergarts taken ta~ether shall constitute t3ze ❑riginal 3etter of authQrization. First Trust Washingtan, N.A. as autharized ta accept and act on this authvrizatian leLter an recei.pt by facsimile (FAX # 206-358,[]080 or ot1ier simalar :medium) caf a copy, C3r CDLITILerp2rt C0p1@5a of the signed authvrizatian Tetter. If for aay reasan you are unable to comply -xith t_l! e fosege;ng;•, struic*ions, F1e3se nvtify bnth parties aregarclin.g the same. Very truly yours, PRICE DEVELCyPNiENT CL3M r-. - /'~6 Si~ed aa~.: S 4~ ~~t~..~~ ~ HAa.~5QN INDUSTR3ES, ING. Sign.ed an_ I ~,~~r► By~c7~f~.~ Spokaxie Caunty Signed on: 9•l~ •9~ By= , Its: ~~~u'~ C•st~'-~'e~/+~,-. . RPR'-14-1997 15:52 JP RERLTY, 1NC. 18014850751 P.03i03 ..Y MMSQN _ - HANSON iND u S T R i E 5, INC, (05003)«~111, 3 Ft. FIRS'I' TRUST S4'ASHIYGTON, N 4_ Febmary 12, 1997 601 CTNIQs STREET sLn7E 2120 sEA'TrLE, wA 9 s 10 1 Atten.tion: LLinda E. Hvustan ~,F:14ansorxlPriC4 Cauatv Tr~d Escrvw Aecou~t #198925140 ' Dezr I.iada, Fursuant to thc Escrnw Lstructiaas dazed May 9, 1990, berrce= Price Development CampaTa.y ("Przce") and Hansan In.dustries, 3.mc. ("Hanson"), this letter shall sex-ve a-s a wri.ttea autho:za:dvn letcer to First Trust Washington, N.A. tv xcleas~ clirecrJy to Hanson a paz-tion af thos~ funds whichare beassg held in Lhe - "'He'3A517S/PziCe CC'JLLnty Fund" eScTOw aCGOuI3~ ~98925I40. Yot7 ase hereby auThor:aed to re?ease 56I.926.7 t, *ram the Co-uaaty F~md" escmw accouat #9$925140 to cia-ason, w'a:ch~furnds are to bc yorwaT~ecL -Co Ha3a$om a.rJ f~1:~7t-ruC.t'~~ by iansnn oY H=sQn'.r7 a~: 4 n.❑rized rePPeS=tat1Vc. This authozization letter may be e-xecutea ira courtf--;pa.+-ts and the execv.Ted eauntergarts take-n tagc±her shal1 evnstitute the arsginal letter cri authorization_ F~rstiru stW ashiragton, N.A. is authorized tQ accept ard act an thas aktLhorizarian letter o= receipt by facsf.mile (FtLK 4 206-461-4175 or other medium) oi' a capy, vr cou=terpart copi°s, of the signed authorizatioa letter. If fQr any reasan yvu are tzra.able to comply wath the foregoin- in.siiza.c~6orxs, -oleasc r:oti ~'y br~~ p~ic:~ regat'dirl~ the same. Very truly yours, _ FRICE I7EVELC3P.NT C[7MFAN,Y ' ~ Signcd ap.: ~ ~ ~F'~ ~i ~ ~y~ ~ • ~ ' ~ ~~s: _V,.~a-.'~,-~~--~---~. ~ HANSQN LNTUT3STRT,ES, LNC. S' ed an:.~ `f~ By` ~ • ~ • ~I~~?~s; ~r~ ~ . . I 5pokane County ~i~ed an_a~7• r9~'T ~y: ~r ~ Its. TnTC]I P Gi-~ i : Construction Surety Srummary► Prpject: Indiana Avenue Raad Improvements (S95134) Frnm Pines ta 300 Ft. East of 5ullidan Rd. Summary By: Dean Franz, Spokane Caunty Publfe Works Dept, Allvwable Actwal Assignrrrent Assignment Reductions & Reductions Actual Constnactiorr Cos4 ~ $ 1,937,320.00 7o4a1 69nd Assignment, $ 1,906,470.00 per revised vlans done in Fa11 of 1996 per Acct. 98925140, dated May 9, 11990 First Assignment Reduction an 7214186 Actual ►Assignment Reduetrans Amf to'Remain in Aect 1,374,189 00 Fdequest #1, approued on 1214196 413,777.95 (three docWments) Allowahle Rsduciion: Bond Assignment 1,906,470 OQ Request #Z approved on 2127197 61,928.71 Less Min. Amt. to Remain in Ar„ct =$(1,374,189 00) (ane document) Allowable Reduction, as of 1214195 = $ 532,281.00 Reductions Total, as nf 2127197 475,708.67 Amt Left in Account (As of 2127f91) 1,430,763.33 5econd Bnnd Reduction on 5122197 Actual Assignment Reductions Amt to Remain in Arct.. 895,494.40 Request #3, appraved on 5127197 = $ 181,355.78 Allawahle Reduction: (ane dacumenf) Amt. Left in Acct. (As of 2127197) 1,430,763.33 Less hJlin. Amt. to Remain in Acct. {895,494.40} Request #4, approved vn 6103f97 = $ 41,005.97 Allowahle Reduction, as af 5f22191= $ 535,268.93 Request #5, approved 6105197 = $ 120,831.19 {faur docwments} Arnf Left in Account (As of 6105197) =$1,1 01,770.39 Third Borad Reduction vn 7101197 Ac4ual Assignment Fteductigns Arnt to Remain in AccC. 397,955.08 Request #S, approved on 7I01l97 $ 605,151.13 (three documen#s) Alrawable Reduction: Amt. Left dn Acct. (As of 8145I97) = $ 1,107,770.39 Less Min. Amt. ta Rermain 7n Acct (397,955.08)Allawable Reductinn, as vf 7109i97 709,815.31 ; Amt Lsft in Ar.caunt (as af 7101197) 502,619 26 Filename: 695134, Bond 5ummary Pnntmut Date: 717f97 0a/Z3lV7 i1:32 reiA boa400640q . HA-NbuN 1AVuvxK1r- ~uua _1 i[• ~ 'r 7~._ _ HPNsoN~ - - ~ - HANS+~N lNt]UST~tIES, 1NC. {~;~.Swknm 9"~~~`` FZRST'I'RT1ST WASHING'I'C71V, N.A Jun+e 23, 1997 601 UNIaN 5'T'ftEE'I' SLTITE 2120 SEATTLE, WA 98 101 Atten#.iow Linda E_ Hauston RE: HansvnfPrice Countv Fund LscrvwAccount #38925I40 Dear Linda, I'ursuasst tca tY~ie Escrow Instructat ~ns dat~d May 9, 1990, betvveen F'rice Deveinpmeaat Company (°Price") d Hanson Ixi.dustr'ies, InG. („Hansnn"), this • letter shaU serve as a written au arizatiQn letter to First Trust Washingtorj, N A_ . tv release direCtiy to Hanson a p 'on ❑f #hose funds which alre being held iai the "Hanson f Frice Caunty Fund° esc -ow accflunC #98925140. You are hereby authonzed to release $526.015.58, fxom the "Ha.nsvn,JPrice , Caunty Fa.n,d" escraw accvunt #9$925140 #ra Hansan, which funds are ta be farwardeci to Hanson as instructcd by Hanson ❑r Haa-isori's autharized represen.tative. . . This aurhorizatian letter may be texecuted gxa cvu.nterparts and the executed cQUnterpaits takera together shal. cvnsti.tute the orignalletter af aaxthorization. Fars# Trust Washingtan, N_A. is aathvrized tra accept ancl act can this autFiorization ietter an receipt by facsinile (FAX # 206-461-4175 or ather similax- medium) of a eopy, or cauriterpait capies, af the sigried authors.zatian letter. If fC}T any te2b.S[3It J(QlI aIe LIIYaF3le'.D CCITIXply W1tY] thB fQY'egolI3g kns$'uCt1o119' glease r~oti.fy b6th parties regarding the sa.me. i i f ~ Vf£ry trA~y y01.TP:3, Pk~ICE l~E',~ELOF~MENT CCIMP g' = - - ! _ igniec~.Qn: Y~.r~"71_ ~33y. _ _ HANSpPF INDCIS"I'RIES, iNC. _ Signed on:~ ~ Z By: Its: _j~~'~'~~~1-~- ' • , . SPQKANE COUNTY Sigxied an:: By: Its; r r" ~ HAHSDN . FiANSON lNDI~S~'F~IES, INC. ~~,~~~,~5~'~t'~,4~7 54uSA. FIRST'I`RL.TS'I' L+VASHING`I'ON, N.A. June 23, 1997 601 vnrraN sTREET suITE 2120 s EA-rrLE, wA 98 101 ~ Attentivn: Linda E. Hvuston RE. Hanson 1 Price Countv Funci Escrow Accaunt #98925 i 40 Dear Linda, F'.trslxaxaf to tehe Escrow Instr-uctions datea May 9, 1390, between Price DeveIopmerat Corngany ("Price") and Hanson Industries, inc. ("Hansan"), this Ietter sha11 serve as a written authoriza#ion letter ta First Tru.st WasYiingtoaa, N.A. ta release dlrectly tv Hanson a pflrtion of thase funds which are being held in the ".Ha.rpsQn,lPrice Caunty Fund" escrow accvunt #98925140. You are hereby authvrized ta release $526.015.68, fzQrn the "Ha.rlson/ Pricc Gaunty Fund" escrow account #98925140 to Hanson, which funds are ta be farwarded to Hanson as instructed by Hanson or Hanson's authanzed z-epre:sentative. Thie •authorization letter may he executed in cvunterparts and the exitcu ted caunterparts talcen together shall constitute the original 1etter Qf authQrizativn. First Trust Vl1ashingfion, N.A. is authvrized to accept and act on this authorization letter on receipt by facsirnile (FAX # 206-461-4 175 or other similar medium) of a copy, or cnunCerpart copics, of the signed authvrxzation ietter. If tor any reason you are unable t❑ carnply with the foregoing instructions, please ncrtify both parties regarding the same. Very truly yours, PRICE IJEVELOPiViENT CCIMPANY . • Signed on: • . Sy: Its: . HANSON TIVI][JSTRTES, I1VC. Signed on:I)Z J97 BY: Its: SPOKANE COLTN'1'Y ~ Signed an: ~ 9 '7 By: ~ Its: ? t~1 StJ1~~lG-f~ll~ ti ~~RI`~ 07111l97 08:09 FAX 5094888454 HANSON INDOSTRIE A Q0a2 y ~ HANSON YNDUSTRIES, 1NC. FriZST 1'RV'ST WE4S*MG'FON, I+zSA.. .3une 30. 1997 W I tWON STREET 9i]17'E 2120 SEATTL7~, WA 983.03. Attesstio= La.tidaL E. Hous'!oa RE- Hsrs.saqL„_Priae G~untr. Fa4 £$crow Accoiant #9892UO Dear Linrla, pL==a3nt Lv 'tase E=mw ]~a~=c~+sas dat~ed Msp '9, 199i1, between Fz3ce ~GY~~.rpL (F1157G~) =d i7.a.laa= II1C1b1stri+. s Lnr. Cri2D3QrL=-ay tlL5 ICL'teP Sball set[rt3 a;% $ wi'1ttC31 auttLdriza'L7Gdl1 `1.ct#GY tA PiL9St Tiust W'&b7.7ti, N.A- tD relCZs+G dimCUY W Ki1Wu 8 pQI'Li= L,1f ChosC fi7.ii.Cis Wh3Ch 8TC bo7Itg kkeld in tbtC' °H'=g.frllj P1c3cC C'MMty F1iMLd" 8cC ~~09$92$14'0. .Yau aare hereby au.thssrizeci tn xrleazc,$4 the "lian4rn, /ftirz Cauntg pusttd" escroW accuunt #98425140 t.o HpZS,L7, lwbich fuda a.re tv b- fotwasd~d ta H=Son as anStr.itcted by Hana= Or gamosz's s►stthaaized rePLIMsen'tative. 'IbiA -ticm letieT =j&y lx rxe+=ted iu cat.aterparts and Yht c=MtC$ ustsar rpoxm tema together 5ka C=stitutc the arig%rsa3. 3ette,r of au,tharsa~. First'L'tuat Washi.ngon, N-k is au'tharized to *ccegt and act ar.L this ' aut[~~c= le~r nrx rer,~.gt hy ~csimile (FAX 4~ 246-~F5~~.-41?5 ar other ~aslil'aT mr&um) af" aL ccypy. ar co=tapar't ccapies, of thc signcd autTzr+rszatic+n Ietter. If for sny, :eaa•n ytu are uttabLe to comgly witb, the $ore.goiag iastruetiazm, P3,ease nnrify bcrt.h parti+es regarclmg the aa=..~. t`~ ~J J ~~~r _ • ~C.T.o D~iVEW~tz 1 ~r'QJ . V ~ ~ ce' E `ies I b -.4-1 + ~ANSo~ ~~STMESa INC. Stg}7ed o.a.:~~i SPOKANE Ca~NTY S3ViCd iln: Sr ~tS: ~ Y-e 3 07,J10f97 11:23 TX/RX h[].3I39 P.045 ~ ~ANSON • . HANSON I 1V Q U5TR I E S, IN C. «)B~'~,'~~ S A FIRST TRUST WASHINGTQN, N.A. June 30, 1997 601 '{JNIDN S'I'REET STJITE 2120 SEATTLE, WA 98101 Attentian: Linda E. Haustan RE: k°I.aRSOnlPrice Crsua,,~ F.and Escrraw Account #98925140 F?ear Linda, Pursuant to the Escrrw Instructions dated May 9, 1990, between Price I]eveloprnent Company ("Price") and Hanson Iradustnes, Inc. ("Hanson_), this letter sha.ll serve as a written aeatharization lettear to Farst `I'r-ust Washington, N.A. . to release directly to Ha.nson a portivn of tnose furads which are being held in the "Hanson,lPrYCe County+ F'und" escraw account #98925140. You axe hexeby authiorized to release $40.597.80, t'rom the "Hansora/Price Co►.anty F~xrtd" escrow account #98925140 to Hanson, vuhich funds aare to be forwa,rded to Hansora as instructed by Harison or Hanson's autharized representative. This autharixatian letter may be eacecuted in counterparts and the executed 'co'iinterparts taken tvgether sha11 cdnstitute the' ariginal 1ettear af authorizativn. • First Trust Washington, N.A. is authvrized to accept and act on this authrrrization letter on receipt by facsimile (FAX # 206-46P-41?5 car nther similar znedium) crf a cvpY, vr counterrpart copies, of the sigxaed authorizatavn letter. if foz- any reasran yvu are unable to campiy wi.th the foregoing instructiQns, please notify bath parties regardirlg tYae sarne. Vety tr-uly ycsurs, PRICE DEUELQPMENT CC)MPANY Signecl on: By: Tts: I-TANSC?1V INDLFSTRIES, INC. 5'rgned vn: ~ By: r Its: t-40-A"Ll- f SPt3KANE COUNTY ~ s Sigtled Qt~: 7- By: Its: IIP~ V ~ 3 07l11/97 0$_09 FAX 509468$454 HAN50N INDUSTRIE . Q003 ~ HAMSM~ ~'~r_ ~.v, ~e7sta ~er,'Mf~ o~' IJ~ HAi~S4IN l *N~FUS ! RIE + lllT~rr Zl~J14~~•f~l~~Yi~ FiRgi TRUS'L"q4rASHNGT9N, N.A. June 30, 1997 601 I3NIO33 STiCEET . suM 2120 SEAT~, WA 98101 Atten+3on; Li.nda E. F3.c+uatan CouRMFund F-set~w Acco=t #98925140 Dear Latncla, RU*n„mt to #he F.scacow rmr*,.r+;ms dated Macp 9, 1990, bem,,e= Picice r*v40y=cst CbmpanY ("Price°l and'Hs++wn Inciustries, Imc• {"Na,nsomal, this lettes' sbA7I scrvG a.s a writ3erL a~.#ha~saaboa kttex to First 'Irv at 'GVasbickptkaa, N A ta **!-t•aa•- dire+ct3.y to Ranson a pmrrtim cf thase f'mds which are bc;.~, helCi 'sn the °~am3m/Pxice CQu.atg fiund' escrow accnuns #98925144. Ycnx atY hcseby anitlncrized to sclr.asc V8.537.65, frnna ths "Hanscn/price Gciamtg F'.r-Sd' escnmv 8eco'asai #99925140 to ~ansori, vdzic21 ftxtlas axr to b.-- forvvardcd to Hansan as iunstrxcted by HarssorL as Ha=aa.'s authQrized i epi amtAiiva. M2is authoriiatiaa l,ettcr mag be rxe=ted iu cau.at=ga,rts and tbe ccw+*ted c=nt=p=!UQ taZ=. tagethe:r sha]I crnnstzL-txte ^klac craginl 3.etter of auttiorixatiua. FY~ TrLi.at WashirLgWra., N.A. is authorized rta aexcpt atsd act on this aurbz„zat;~~ lettr.;r cm recaeipt 'dsy ~ctimile (FAX #2i}6--461-$175 cfr other sirmi.ta~ nsedsUW) of a cop}r, cr countmgart cvpirs, of the signesi atathwi.zmtian Pertcr. IJ fL.l aiFy reWio•s ~u are 'LW~bLe- LO ==piy w.tra a a•~ forMomg jnaL.LiicW=J piesse both ,p+a3't1G5 X~ding thC SamB. ~ ~~r~ D~''IT COM*-xy Ve3'3r fsilly S*3p-d or,i By, - ~ H"9pN IIDL1grpms, INC;. Si.gn«i ozx• _ By- ~ 5PC)KANE CO[TN'dY . . s~.ea. 7 ~ Its: ~.~.,~Cr,~ L5`wr rr-7d1~ ~ 07/10/97 11:23 Tx/Rat xa.3139 P.004 ~ ~ . Construction SureV Surnmary Project: Irrdiana 1a1►renue Road Improvements (895134) Frarn Pines to 300 Ft. East of Suflivan Rd. Surnrnary By: Dean Franz, 5pvkane County Public Warks Dept. Allowable ►4ctual Assignment Assignment Reductivns & R+eductions Actual Conskruction Gost - $ 1,937,320.00 Total Bond Rssignmenf, $ 1,908,470.00 per reuised p4ans done in FaII af 1996 per Acet. 98925740, dated May 9, 1990 First Allowable Assignment Reduction, 1214198 Actual Assignment Reductisns Amt to Remain in Accct. 1,374,159.00 Request #1, approved an 12f4196 413,177.96 {three dacuments} Allowable Reductian: Band Assignrnent 1,906,410.00 Request #2, approved on 2127197 61,928.71 Less Min. Amt. to Reenain in Ac.ct. _$(1,374,189 40) (ane dacumerrt) Allowable Reductinn, as of 1214156 532,281.00 Reductians Total, as of 2127197 475,706.67 Arnt Left in Ar,count (As of 2127191) 1,430,183.33 Sec+and Allowable Assigrrment Reductiora, 512gl97 Actual Assignment Reductions Amt tn Remain in Acct. 895,494.40 Request #3, appmved an 5122J97 181,355 78 Allowable Reduction: (ane document) Amt. Left in Acct. (a5 of 2121f91) 1,430,763,33 Less Min. Amt. ta Remain in Acct. (895,494.40) Request #4, approved on 6103197 41,005.97 Allowable Reductian, as of 5I22197 535,26893 Request #5, apprmved 6105191 = $ 120,639.19 (four documents) , Am# Lett irr Account (As of 6l05l$7) 1,107,770.39 Third Allowable Assignment Reduction, 7101197 Actual Assignment'Reductions Amt ta Remain in Acct. 397,955.08 Request #6, appmved vn 7f01l97 $ 605,151.13 (three documents) Allowable Reductian. Amt. Left in Acct. (As of 6105197) _$1,'F 07,710.39 Request #7, approved on 7l08197 $ 47,875.64 f Less Min. Amt. ta Remain in Ar,ct. (397,955.08) {ane document) ~ Request #8, approved on 7110I97 $ 3,798.01 Allowable Reductian, as of 7101197 709,815.31 (One dacument) Amf Left in Accaunt {as of 7I10197} 450,945.61 Filename: B95134, Bond Summary Printout Date: 7114197 ! 07/1119 7 08:09 FAX 5094688454 HANSON ZNDU5TRIE 10004 . ~ HANSOA~ 1141D~USTRlES, INC. FFRSt' TR[3S"i' wFismVGT[7N, N.A. July 7, 1997 601 LNIOPI STR.:r.'~"~'"~' JLZS 2120 ' $'LA'i"ME, Vd'A 98L01 ArtentYori: I,iuatie~ E. Hontstaa HE- UWan2nLPri.ce Co}ax~,tsr Fund Esarnw Actzau~IA96225'144 ~da, Pux°''"a*'r to ThE EsR:row InSh^L3CtimnS datCd MV 9s~ L7.x991'~, ~ ~m 'd+9 D~V~~t ~Maaii~3 a.Fd L7~~~ SJJI~1u0aCs. sssc. yW lctter a4m1.earvc as a writbs authrrri,zatioa ]ctiLer to First Trv.st Wd-ibiugt0n, N.A. to rcleaae directty to Man.sesn s. Loortion of thase fiAnds which are being hold iri the '7-rftn3=jPhCc !GaUntY 171=d' e.scmur Scwunt #98925140. Yera gor~ htm'by Autbcmzed to r6casr- $47.875.$4, fram thc "Hanson1Price Cvunty P`txad° cscrow acr.aunt #98925144D ko llazsvz~, mahicb fzznds a+e to be faarwardcd Lm Hans= as insu-aeted 1ay Hamzon► vr HRnson's aurbDr+-imd tegresert#.ative. This aut]aori.za#iosa letter msy be +x+mted in coun.terpartfi arxd the rJCecueted eoasnrm7arts tak,en togetiber sha31 consLitutC tlse onginal Iettrr af aa.thors=tion. First Trnst Washingt+arrs, 1q.A- is Authaxivcd ta acccpt and sct an t]sis auth4riration lett:es Qn receapt hy fa=imfle (FAX #?A6-461--4I7S or otherr similar mccLium) af a ccpy, w cvusrteegaxt capies, of the si,gu.ed authnsiza'ti.on Utt.es. L'FfDF aTy rea t1 yC}!I r1rL u-a 1e t$ 4`i7ffij]ly wi'Ch thf3 fOP'Cgoing 1natrL1ct1oI1S, pIGasC n0tify tiD'tl7, paZt],GS tCgaS[3]-ag t~LG samC, ' Very "1ay you-tg► PRICE I)EVEEAPMENT COMAW1 . 5igractl cm: YIO/i -A Y"t'oGr~ t ~ HALti1SON INI7V RIES, INC. Sigue,~ ow SPBKANE CdUNTY Sigacd an• .f" f t. ~~y: ,.~1f ~ts: I ~ ~1~~1 t✓~'_ ~ ~-7/ ~ TOTf1L. F.OE 07/10/9T 11:23 Tx/Rx uO.3139 P.006 ~ 07118i97 08:46 FAX 5094888454 HANSON INDUSTRTE U002 r . ~t. • ' ' _ HANSO1\ I[M DLi STfl IG Sy IN i. t'=-09- t 04"07 i~ri FIRST TRUST WASHtNUTON, N. A. ,]uly 10, 1997 601 UMON STREE7 SU= 2zz❑ SF~ATFLE, WA 98101 Atteation; Lind.a T . Houston RE: Hsasass I Frim Cnuntv Fund Escrow Accouat #k98192 E; 140 Deat I.7nda, Pursuast to the &seraw Inatructioa.s 3ated May 3. 1990. betwee= Price Dave1vp=eixt I^ompany ("Psice") and HAinson Industries, Inc. ("Hansan'), thLis letter shall serve as a v¢ntten autIznriz-a#iaa letter to Pirs[ `I'rust 9Vashi,agton, N.A- tn releasc dirtcLly to Han:sau t+L gvx-tion vf thnse funds wlmich ara br' Y, held ica the "Hausvsa f FSrice Couaty F~L°fld" escrow account #9892S14C]. YQu are haratay aiu#hvrized to reLea.se S3_798.61, fram the "~lansvmf Price CQunty Ftiiud" eserow accouat #98925140 to &Iansorr, wtdch fussd$ are to be fcrrwarded to H~mro+ as iustructed b]r Hanson or HansQn's authorized representati9e. T.fxis -authvrization letter m.ay tre =ecute+d an ccruntcr,par#s amd tbLe execsrted cQS-mterperts taken tmget}ser s11 a.11 cAanstitute ttsm origLi~ letter of a.u+thoa`izativn. First Trust Was]:dngtan, NA. is authorazed to acccpt an~ ar-# nn this aut3zori2atioz I eiter on aaccapt b}* r$csimJJe (PAX !t 206-461-4 175 nr ather similar medium) nf acopY. or counterpaxt capies, csf-the si.Kned authorizatian lettcr. TP far amy reasor y+ou are unable to =mply wi,th iriE ivregoing iass#ructieras. pleaLse naraiy Eaoth pas-des rr-gazrUmg tfvc sa e. Very truly your-s, PR3CE DEVELOPhMAT CG ~ 5igaed cm.; Y, t~ #iAN-3ON INDLTSTRIES, INC, Sigaed on: )>i 0-9 -7 By~ tts: --,PA SP+DKANE GOLTDiTY signe-dom: =I4- 97By: -~Dj _ sts: -S~&Ve TL3Ti AL P.02 07'18/97 08:00 Tx/Rc NO.3261 P.002, rr ti , r Cvnstruc#ian Surety Swmmary Project: Indiana Avenue Road Imprpvernents (Ei95134) IFrom Pines to 300 Ft. East of 5ulliwan Rd. 5ummary By: Dean Franz, Spokane County Public Works Dept Allowable Actual Assignment Assignrnemt Reductions & Reductions Actuai Construction Cast - $ 1,937,320.00 Ta#al 8and Assignment, $ 1,906,410.00 per revised plans done in Fafl of 1998 Rer Acet. 98925140, dated May 9, 1990 First Allowable Assignment Reductian, 1214196 Actual Assignment Reductions Arrrt tv Remain in Acct. =$1,374,189.0a Request #1, appraved on 12I4196 413,717.96 [three documents] Allowable Reductivn: Bond Assignment 1,906,470.00 Request #2, apprvved on 2127197 61,928.71 LeSS MEfl. AEl'it. tD R@m81n Ifi ACCt. =$(1,374,189 00) (one dacument) Allowable Reduc#ian, as of 1214196 = $ 532,281.00 Reductions Tota1, as oF 2127J97 475,706.61 Amt Left in Account (As of 2127197) = $ 1,430,783.33 Secvnd Allowable Assignment Reduction, 5122197 Actual Assignment Reductions pmt to Remain in Acct. 895,494.40 Request #3, approved on 5122/97 161,355.78 Allowable Reduction: (one document) Amt Left in Acc#. (As af 2127l97) 1,430,763.33 Less Min. Amt, tv Remain in Acet. (895,494.40) Request #4, approved on 6103197 41,005.97 Allowable ReduGtion, as of 5122197 535,268.93 Ftequest #5, approved 51[}5197 = $ 120,631.19 {four documents} , Amt Lef# irt Account (As vf 81€]5197) 1,107,770.35 Third Allowable Assignment Reduction, 7l01l97 Actual Assignment Reductions Amt to Remain in Acct. 397,955.08 Reques# #E, approved an 7101197 $ 605,151.13 {ihree documents} Allowable Reduction: Amt. LeTt in Acc6. (As of 8105197) 1,107,770.39 Request #7, approved on 7105197 $ 47,875.64 Less Min. Arnt. to Rernain irr Acc#. (391,955.08) (One document) Reqvest #8, appraVed on 7I1 Q19T $ 3,798.09 Allowable Reductivn, as of 7101197 709,815.31 , (One document) Rmt Lefk in Account (as of 7110197} 450,945.61 ~ Fvurth Allowable Assigrament Redue#iora, 7116197 Arnt to Remain in Acct. 193,131.37 Request #9, approVed on 7J30197 $ 255,773.39 (eight dacuments) Allowable Reduction: Arnt. Left in Acct (As af 7110197) = $ 450,945.61 ~ Less Min. Amt. to Remain in Acct. (193,731.37) Allowable Reduction, as of 711 fii97 257,214.24 ~ Amt. Left In Acoount {as af 7130197} 195,972.22 Filename: 895134, Bond 5ummary Printa+at Date: 7139197 _ . . _ . . _ ~ _ . . a• - _ . - r r ,41 67 1f~ HAR,soN~'iI ! ~d/' ~/I HANS0N INDUSTRIES, ING. {~rB~~;~s~~~i~~ SA ~~.~"~g9@ ,monaay, Augusc 18, 1997 ATTiV RC]SS KELLEY ~ ~ . SPf}KANE CUUN7Y PUBGTC VV[JRKS ~ f 1026 W BR{7ADVVAY AVE SPOKANE, WA 99260 Dear Mr. Kelley, It is my understanding that Spakane County desires to maintain a 10% retainage in #he eserow acevunt f6r the Indiana Avenue improvements built by Hanson Industries, Inc. This amvunt is $193,731.37 based vn the County's estimate of constructivn cas#s. The account currently has a balance of $9$9,251.40, The Caunty's recards dn nat reflect the substant3a1 interest that has accrued since it was esfiablished in 1990. These funds, by agreement, accrued to Hanson Yndustries, Inc. Hanssan Industries requires the excess funds ta close out its obligatiflns fio the variaus contractors. At this time we are requesting that these funds be authorized for release with the request co the escraw holder to assure that the remaining balance dcaes raot fa11 below the $1 ]i,731 37 required by the County as retainage. 5incerely, Roger ~yph Control ler 08/04/97 14y26 VAX 5094688454 HA,1V5ON INDUSTRIE 008 Ul':1 . ~ • HANSON H A N~ a!~ I N~3 l~ a T R t~~, N G. t~~g~11~5~';.~~u.S►~ FIRST TRLyST WASHING'PON, N.A. July 25, 1997 601 UNIDI+i STREET SLTITE 2120 5EA'ITL.E, WA 98 101 ACtention: L,inda E. Houston RE; HansazilPriee Countv Fund Eserow Account #98325140 Dear I.znda, Pursua.nt to the Escrow Insf_ructidns ciated May 9, 1990, between Ptace Devr.3agment Company ("Price") and Hansan I.ndustiies, Ync. ("Hanson"), th15 leCtBT 5L7.aI 5eIve a5 a WI1ttEA author'izatiQn 3.etter ta FSrst Trust WashuigfQn, N.A. to release directty tn Hansan a portion af thQse frands vvhich are being held in the "Haszsan/Frice Corazaty Fu-nd" escrow account #9s925i4o. You are hereby authvrszed to release $72.00, frnm the "Hanson/Pnce Csunty F~und" escraw account #96925140 to Hanson, which funds are tQ be fcrx-warded to Hanson as in.structed by Hanson or Hanson`s autkiorized representative. Thais aufihflrLaativn letter may be executed in cnunterparts and the execu#ed counterparts taken tngether sha11 car~stitute the origLnal letter of a.ufhvrizatian First Trust Washington, N.A. is authQrizcd to accept and act vn thFS autharizativn lettex ari receipt by facsimile (F'AX 0 206-461-4175 or other smii1ar medi,um) of a capy, ar counterpart copies, of the aigned authorizanan letCer. If fvr any rea,sosi vou are unabYs to comply vnth the faregaing i.nstxuctions, pIeaSe notify both par°ties regardl'ung the sa.ffie_ Very traly yours, PRICE DEVF-LOPMENT COMP4NY 5igned az3: %k ~ r ~ HAN17L1N IlIiDLJ►7JR1.$►.7, 1NL.... ~igngd Qn: 9 sy: rts: 7 sPaKANE cOur~ ~ignea on:2/3 0l 97 BY: P,aie5f its: rzaI e ~ 08/94r'97Y 14i26vjFAXr,5094688454 HANSON INDUSTRTE 006 a+~ tafur~uir ltr~ua~ni~, ~Ju ua - , -j ' ' • WMSQN ' HANSON INDuSTRIES, ING. `~,~;~5 '~"~~u 'A FIRST TRL35T WASHTNGTON, N.A. auty as, 1997 641 UNION STREEI' SUITE 2120 SEATTLE, WA 981 0 1- Attentian: Linda E. HaustQn RE: HansoralPrice Cauntv Fu.nd Escrow Ar-eount 498925140 DeSI T.1F1d8., Pursuaat to the EsGrow 1nstructions datr-d May 9, 1990, betmeea Price Deveiapmen# Company ("Price") and Hansan Industries, Inc. ("Hans=°'), this letter sha31 scrve as a written authori.zatian Ietter to Fisst Tnust Washing°ton, N.A. to release directly ta Hansan a gortinn of fhose funds whi,ch are beirig held in the "HansanJPrice County Fuzzd" escrow account #98925144. Yau are hereby autharized ta release $700.70, frnm t&e °Hansors./Pr%ce Caunty Fand" escrow accvunt #9$92 s140 iv Hanson, wb.ich funds are tQ be fozwarded ta Hanson as znstrtitcted by Hansan nr Hausan's authorized representative. This aut]tiorization Iet°ter may be executed ~counterparts and the executed cviantezpa*-tS taken together sha11l cons#ztute the arigiaal lett+er csf authosizatioxi. First lrntst'pVashington, N,A_ is a.uthorizeci to accept and act on this authorszation Ietter ❑n reccipt by facsimi~~ (FAX #206-461-4175 or other si.milar mediu.m) mf a copy, ar cou-ntespart evpies, af the signed authorizati+oal letter. If fcsr arsy reason you are une.blC #o comply with #he forcgoing instructions, please natify both partacs regarding the samG. Very firuly yours, PRICE I7EVELOPMEN`I` CUMF STgnC y f _ U Y r ~ ~ l J ■ ~i ~'~.4i' '~'~1~~~ ~ Dg: " . r HAN9ON INDUS?RIES, INC. 5ignad oaa: 7 Hy; ItS: SPC)KANE CQLINTY r sigued an. -7 l 3 0 /9~By: Its: u. ~ . 08J04f97 14:28 FAX 5094688454 HANSQN iNIDUSTRTE ~QOOB tief Ju~ of tu. W1 ritL2 3u*NO~o0%44 ~SUN ZNUU9I"Nib KIiNSOn H A N S 0 N [N D US TR CES, tN C. FIRSI' TRC7ST WASHINGTON, N.A. July 25, 1997 601 UTVI43N STREE'T' SUITE 212t3 SEATTLE, WA 981 01 Attention: Linda E. Haustosi RE: HansanlPrice Crauntv Fand Escrow Accaunt #9$925I40 Dear Linda, Ptusuant to the Escrvw Instructioxss datcd 1VIay 9, 1990, betvaeen Price Development Campany ('Pnce") 2►air3 I4ansQn Irtdustries, Inc. ("Hanson"), "this lettex shai]1 serve as a writteu authorization 1etter to First7nast Washiag'tan, N.A. to releasc direc#ly ta 14anson apartion af thase fuzYds whieh a.re beiag held in the "Hansora jYri.ce Ccaunty Fund" escrow acceunt #98925140. Yau are hereby authorizer3 to release $50.00, from the "Hansva/Pzice County Fund" cscrow account 49$925I40 to Hanson, wltich funds are to be forvvarded tn Ha.tzson as instructed by Haasan ar Hansan's authanzed represeatatiuc. This authorization letter may be executed irl cvuntcrparks and the executed counterparts t.aken together shall canstitute the origsnaT letter of authorizatian. First Trust Washington, N.A is aut+iaritied ta accep# and act on this authorization letter an receipt hy facsim.ilc (FAX 205-461-4175 or other simsl.ar mediuzn) of acoPY, ar counterpart copa", of the signed authoi i.zatian Zettcr. $f for ariy reason ynu ars unable ta coinply wi.th the foregoYng instructivns, please nfltify both partics rega,rding fhe sarne. Very truiy yaurs, PRICE DEVELaPNLENT CO 5igned ❑n: Hy: , t • Vi~-~ I bo.r.T`' XY" ~ HANSC}IV IND[.7STRIES, INC. Signcd an:-2~ By: Its• 04d-A ! SFOKANE CO[INTY 4,46/1~- Signed or~, 2cl Hy~: , ~ 08/04/97, 14:2fi+ FAX 5094688454~ HASONINDU5T~ZI~y ~.j~uy HANSON t~ANSC~N INaLJSTRI'~S, 1NC. {~;~~'~~~s ~"{~'-S~' FIRST TF2LIST WPiSHINGTDN, N.A. July 25, 1997 5D1 UNIQN STREE'I` suzTF, 2120 SEATTLE, WA 98101 Attenti.on: Linda E_ Houston RF-: Hansonf Frice Gcruntv Fund Escrow Account #9892514(] Dearr Lirlda, Fursttant to the Escrow Instructions dated May 9. 19,90, betaveen Pnice t]evelopment Compa.ny ("Priee") and Hanson Issdust.cies, Irzc. {"Haasan"}, this letter shall serve as a writtcn authar'i3.ation lettes to First Trust Waslhington, N.A. to release dsrectly te Hanson ap6rtiarx of #,hose fwxds whtch are being he1d sn fhe "Hanson/Price County F.and" esrxaw accvutat #9892514(]_ Yoaz are hereby authorized to rt-dease $7.908.50, from the "Hanson fPrice Caunty Fund" escrnw accou.a,t #98925I40 to Hansvn, which funds are ta be fozw-arded to Hanson as instmc#ed kry Hanson or Ha.nson's authorzecl represeratat'syc. This ati.f.tharizatian letter may he c.xccuted in cvunterparts and th.e executed couratexparts taken together shall con5tatute the arigina£ letter of atr#_Yiflrizatiaxi. First Trust Washixigtan, N.A. zs authorizea to accept and act -orx this autk►orizatiaa letter Dn receipt by facsimiIe 4FAX 0 206-461-4175 or other simxlar mcdiumy of a cop3', RT COL1IYterpa-i'C GDP1Csa of ttaie signed authnrization letter. If for azy reason pou are unable ta eomply with the fvre$aing instructions, please nvbfy, bath part.ies regarding the same. Very tuly yours, PRICE DEVEI,OPMEN'I' CDMP Signed on: 7191.) -1 $y. t., ~ 1~ ~ ~ d~ ~~l'3S ► ~i~_~ ~ ~ HA11TS[]N INDiTS'fiRIES, INC. Signed on:hkh7 Hr ~ . Its: SPaKAIVE GOi]NT]' SYgn~- e1~ 6~'l: Y ~l H ~Ldt~,h~l~[/4~ ~.P ~ igoog 08104J97 1428 FA X 5094fi88454 HANSON INDUSTRIE ~uPY000ynAn1bVN y~~~STRlE VA013 s ~ • . 4 ♦ , • HMSON 'r . H►4 NSa NIN a U S T A[ES, ! NC, ~.5~,~ ,~U.3~` FIRST TRUST WASHINCaTON, N.A. July 25, 1997 601 UHIOt1T STREE'T SUITE 2120 SEATTLE, WA 98101 Attenttan: L.inda E. Hauston RE: Hansonl'Priae Couritv F~.ixid Escrow Account #98925140 Dear Linda, gu,;rsu.annt to the Escrosc+ InsttuctiQns dated 1VFay 9, 1990, betwcen Price I?evclvpment Company ("Price") and Hanson ,Iridustries, L-ic. ("Hansan"), this letter shalI serc►c as a written autharizatLon l.etter to Fanrst Trust Vu'ashxza,gton, N.A. to releasc directly to Hanscan a portion of 'EhosG f=ds which are being held kn the "HansonJPriee County F~-nd" escrow accouat #9$325140. Yau are hereby autbtsnzcd to release $5. 123.94, frvm the "Hanson]Priee County Fund" escrow account #98925140 to Hansan, wYuch funds axe t❑ be fvrc+ga,rded to Hansoa as instructed 6y Harxsaa or Hanson's authea-ized represerxta#ive. This authorization letter may be executed in cvunterparts and the rxecutcd counterparts talten tngcthcr shall c4ns#itute the csrigizial ietter of suthorfzatiran. Farst Trust Washi gtan, N.A. is au#.hvnzed to accept saad act on this authorization Ietter ora rcceipt by facsimilc (FAX #2(]6-461-41?S ur ather sim,ilax miedium) of a cvpy, or cvunterpart copies, of the sigaed authvrizatioA Ietter. If fvr any reason yau are unablc to comply with tha forcgoing iastructiaras, please natity hcatta parties regarding the saiae. Very truly yaurs, . PR.IC£ I7EVELOPMEN'P C4MP IY19 Signed an: ~'3Y'i 7 By. HAAi5DN llYDCTSTRIES, INC. ' Signed vn:By: rts: zr~Ae&l _ ~ SPOKANE C(JLTNT'i' .Sigaed pn: -71-W9 7 Hg: 2&t jz6e4 Its: ~ 08r04/97 ia:,as FAx 5094688454 xnNsoY zYnus2RiE 0007 . ~ • . . HANSO1►l = - _ HA►NSO~~ ~ND USTRIES, INC. ("SNO-j&M=&'7;QM'. ~Z 2i=►T u-s A FIkST TRL75T oVASHINGTON, N.A. JulY 24, 1497 601 L]NION STREET 5[1ITE 2120 SEATTLE, WA 98101 Attcrttian: Linda E. Haustaa RE: HaasvnlPrriee Countv Fuad Esrsow Account #9892514 0 Dear Linda, Fursuaut to the Escrow Tnstnzctions dated May 9, 199{], between Price L3evelopment Campany ("Price") an.d. Hanson Lndustries, Lne. ("Hanson"), thzs letter shall serve as a written aut'horazation letter to First Trust Washingtan, N.A. ta release da.rectly to Hanson a portiran of those f-Lmds whic.h are bcing he1d in the "Hansaa/ Price County FundrF escraw accoiurat #9992s14o. You are hereby authorized to release $162. 15, from the "Hanson/ Pricc Caunty Fund" escrow aecount #9$925140 to Hans9n, which fuZads are ta be farvvaxded to Hansrsn as instructed by Hanson nr Harason's autharized representative. This authvr'iaatian letter may he executed in counteapasts and t.he executed counterparts taken togefiher s]aa1T constitufe tt`ie onginal letter of autscsz'izatian. First Trust Washington, N.A. is authorized to accept arxd act an this aut-honzatiom letter an receipt by facsuaile (FAX 205-46 1 -4175 or other similar medium) af a crrpy, Qr eaunferpart eopses, a£ the si{gned authorizatian letter. Tf for any reason yau are -unable to comply writ]a the fvregoing insauctivns, please notify both parties regarding the same. Tilery tru.ly yours, PRICE ~]EVELOPME~+1'T C~DNI~Y Sigzaed nn: Hy~ HANSC3N INDUS'fRIES„ INC. , " ~ its: signed on;w* *7 BY: s~OXAvE Cau= Simcd on:~~~ 97 gy I~: 1 ~ us C-f ~a VTf, 08/04/97 14:26 FA% 5094688454 HANSON.INDU5,TRTE IM004 u V'E!! J s j'(y1 ~b~YYYYErs ~ HMSON HA~IaON 1NDUSTRIE5, 1NG. F+TRST TRTJST WASfIINGTON, N.A. JuYy 24, 1997 601 UNION 5'I'REET SUITE 212m SEATTLE, WA981C11 Atten3ion: Lirida E. Hatiastan RE: HansanlPrice +Countv Fund Escraw Accraunt #9892514Q I3ear Linda, Pursuant to the Escraw Tnstrttctians da'ted May 9, 1990, betweera Price I]evelnpment Cempa,uy ("Price") ane3 Hansar. Inriustries, Inc. ("Hanson"), this letter shall serve as a wYZtten authonzation letter to First Trust Washungton, N.A. to release directly tcs Hanson a poarrion af these funds wkiich art beirig hcld ia the "Hanson/Frice Gounty F'L,nd" escrow aGCOUnt #9$925140. Yau are hereby authorized ta reIease $88,711.20, frojm t1h.e "HansonJFricc Cnunty Fand>" escraw account #98925140 ta Hanson, which fiznds are to be frssvvarded ta Hanson as instructed by Hansan ar Hanson's authorized repxesentative. 'r'his authonzation letter may be executed in cgunterparts and the cxecutcd counterparts tasen together sha}7 corsstitute the original letter of authearszation, Farst T'rust Washiragtan, N.A. is authorized to aecept arad act on this authorizatinn letter an receipt by facsimile (FA►X # 206-461-4175 or ather simalas fficdium) of a capy, ar countexpa►rt copies, of the signed authorization let~tcr. If for any reason you ara unable to camply wi,fih the fnregaing anstYUCfXoris, please namfy bath parties regarding t$e same. Very truly yours, PRICE DEVELQPMENTT COMPANY SYgned on: By. u~ ,[Y11NSOLV LiYDLJS1RIEc3r dll4.. . S1gI1Cd [lIl' 2kShL By:r~ CIAU~,._,O~~ sPaxANE CoUNTY Signe.d arn:/~/~i9Hy: TFs. ~ 68/04197 14:26 FAX 5094688454 HANSOh INDUSTRIE 16003 Uf/3UIuI 1D;43 PJ~ SU94C55404 liA~oUn 1hpUal~d~ . , , WJ vus . •~?~`t . • .i . r ~:.ry f11'UNSON, i HANSON INDUSTRaES, iNG. ~•,~"Z =,47,u s` FLRS'I"TRU5T OtIASHIIVGTON, N.A. July 24, 1397 501 Ti.]NION 5'!`REET SUITE 2120 SEATTLE, 'QVA 981 01 Attention: Linda E. Haustan RE: HansnnlPrice Counfv Pund Escraw Accotxnt #98925140 Dear Linda, Pursuant to the Escrow Fnstnuctians dated May 9, 1990, het-vireen Price Develogment Company ("PricG") and Hansvn Industries, Ine. ("Hanson"), thas lctter sha31 serve as a 4aritten authnrization letter to First Trust Washinptnn, N.A. to release directly to Hanson a partion vf #.hcase fu.nds whach are bciag .held an the "Hansran/Pnce County Func3" escroua accnttnt #98925140. 113, «r Yaci are hereby autharized ta release frozn the "Ha.ason/Price County Fund°, escraw account #9$925140 ta Hanson, which funds are to be forwarded to Hansan as iaist-itcted by Hansan or Hansara's auth.orizzed representatLve_ This authorizativn lettcr may be executed in counterparts and the executed craunterpar+~s taken together shaU cangtitiute the origi.raa1 lettr-r caf autharixatiQn. Fszst Trust Washingfon, N.A. is atlthorizer3 #o accept and act on this authorization letter an re: eipt by facsimile (FAX # 206-461-4175 nr other similar asediurn) of a capY, or caurtterpart copies, pf the signed authvrazation letter_ If far amy icason yau are unatrlc to comply with the foregermg ins'tractions, please nQtify both parties regarding the same. Very truly yaurs, PRICE I3EVELOF1vIENT COI I ~ Signed on: . 1 ~ ~ HANS[77N II'ID[JSTRIES, Ill1C. 5igned an:By: Its: -r SP{]KrPNE GQLTN'I'Y r Signed on_ 7/;'4,-1 g-7 By: BC1'-1A1W Its: c~urC~+e ❑ ~ ' • ~ ` ~ ~ HANSON - . HANSON~INDUSTRIES, INC. (509)468-7102Spo~`,~W'4 0754USA FIRST TRUST WASHINGTON, N.A. July 24, 1997 601 UNION STREET SUITE 2120 SEATTLE, WA 98101 Attention: Linda E. Houston RE: Hanson/Price Countv Fund Escrow Account #98925140 Dear Linda, Pursuant to the Escrow Instructions dated May 9, 1990, between Price Development Company ("Price") and Hanson Industries, Inc. ("Hanson"), this letter shall serve as a written authorization letter to First Trust Washington, N.A. to release directly to Hanson a portion of those funds which are being held in the "Hanson/Price County Fund" escrow account #98925140. You are hereby authoriZed to release $153.044.90, from the "Hanson/Price County Fund" escrow account #98925140 to Hanson, which funds are to be forwarded to Hanson as instructed by Hanson or Hanson's authori2ed representative. This authorization letter may be executed in counterparts and the e.cecuted counterparts taken together shall constitute the original letter of authorization. First Trust Washington, N.A. is authori2ed to accept and act on this authorization letter on receipt by facsimile (FAX # 206-461-4175 or other similar medium) of a copy, or counterpart copies, of the signed authorization letter. If for any reason you are unable to comply with the foregoing instructions, please notify both parties regarding the same. Very truly yours, PRICE DEVELOPMENT COMPANY . Signed on: By: Its: HANSON INDUSTRIES, INC. Signed on: 7 By: Its: (,i"~p v~lil,yt_ SPOKANE COUNTY Signed on: ~/9~7 BY: Its: r cS'vr~ve d ~ ~ 0$J04I97 14:26 FAX 5094688454 HANSON rNDUSTRIE 0002 JP Realty, Inc. ~ PRICE DEVELORMENT C[]lIi1PANY. lJMITE3 PARi1JER5HCP TELEPHONE i8011 ag6-3911 35 CENiE.IRY PARK-WAY • 5ALT EAKE CRTI; UFAH 84115 TELECOP!'cfifrR7i (80 1) 486-7Bi3 FA?f (8G1)485-0351 ' MY5E JPfI July 31, 1597 Mr. Rager Zyph HAN5ON 1N[3l]STRfES P.O. Eax 7310 5pokane, Washington 99207 RE: SPOKANE 1JALLEY MALL INDIANA AVENUE ESCRdW AGREEMENT Dear Roger: Attacher! hereta, please find the escrow releasa agreements #or the following: Eiler Corporation - In the amou nt of $ 143. 141.94~ ,4l Concrete Cutffng - In the amount of $1E2.7 5 EIPer Corporation - In the amount of $88,711.20 Honey 6ucicets - In the amount of 572.00 Moderrs Efectrwc Water Campany - Irs the amaunt of $700.70 Locating, Inc. - In the amounx of 950.00 Norstar Enterprrses - 1n the amflunt of 57,908.50 rd Traffic Control - In tk~e amerunt of 55,1 2 3.94~ 5/(W3i that the tirst line item o# Elier C9rP ❑rati on, in ths amaur~t o'F S y 43, 141 _94, has t~een YlI note adjusted. 3rs the deta[l back-up thai was submitted an Changs Order Request inVOice #8132 for work thraugh June 30, 1997, ihere have been temporary utiIitces fnr the Harrson traiier, grade far the Circuit C;ty lob tr ailers, and a s i x rnCh sanitary sewer line to ihe gad. These are not Indiana Avenue scope of work and are thereface nQt autFaorized under the terms at the escrow agreement. Shauld you have any questians, please dQ not hesitate to coratact me. YourS Trufy, , ~ PRICE DE1AELOPMENT COMPANY, ~ Limited Partnership ~ _ ~erry ~1. ~ybee Fraject oirect4r TWB:jt Enclosure cc - Paul Mendenhall - wlenciQSUre File #108602-I-,A.4.b.3 - wvlenclosure r; . , , HANSON ~ - , ~ P.O. Bwc 7310. Spokane. WA 99207 U.S.A. H NASON 1NDUSTRIES, INC. (~)468-7102 •TeW=«>466-M1Z FIRST TRUST WASHINGTON, N.A. December 4, 1996 601 UNION STREET , SUITE 2120 SEATTLE, WA 98101 Attention: Linda E. Houston RE: Hanson/Price Countv Fund Escrow Account #98925140 Dear Linda, Pursuant to the Escrow Instructions dated May 9, 1990, between Price Development Company ("Price") and Hanson Industries, Inc. (Hanson°), this letter shall serve as a written authorization letter to First Trust Washington,N.A. to release direcdy to Hanson a portion of those funds which are being held in the "Hanson/Price County FZnd" escrow account #98925140. You are hereby authorized to release $205.320.47, from the "Hanson/ Price County Fund" escrow account #98925140 to Hanson, which funds are to be forwarded to Hanson as instructed by Hanson orHanson's authorized representative. This authorization letter may be executed in counterparts and the e:cecuted counterparts taken together shall constitute the original letter of authorization. First Trust Washington, N.A. is authorized to accept and act on this authorization letter on receipt by facsimile (FAX # 206-358-0080 or other similar medium) of a copy, or counterpart copies, of the signed authorization letter. If for any reason you are unable to comply with the foregoing instructions, please notify both parties regazding the same. Very truly yours, PRICE DEVELOPMENT COMPANY Signed on: By: Its: HANSON INDUSTRIES, INC. Signed on: By: Its: Spokane County Signed on: !d •6 - 9(o By: /~~7~.8~ Its: ~ ~ ~ ~ f 1 HANSON HANSON INDUSTRIES, INC. °'W~,~ZA FIRST TRUST WASHINGTON, N.A. October 29, 1996 601 UNION STREET - SUITE 2120 SEATTLE, WA 98101 Attention: Linda E. Houston RE: Hanson/Price Countv Fund Escrow Account #98925140 Dear Linda, Pursuant to the Escrow Instructions dated May 9, 1990, between Price Development Company ("Price") and Hanson Industries, Inc. (Hanson°), this letter shall serve as a written authorization letter to First Trust Washington,N.A. to release directly to Hanson a portion of those funds which are being held in the "Hanson/Price County Fund" escrow account #98925140. You are hereby authorized to release $178.914.29, from the "HansoniPrice County F~Znd" escrow account #98925140 to Hanson, which funds are to be forwarded to Hanson as instructed by Hanson orHanson's authorized representative. This authorization letter may be executed in counterparts and the executed counterparts taken together shall constitute the original letter of authori2ation. First Trust Washington, N.A. is authorized to accept and act on this authorization letter on receipt by facsimile (FAX # 206-358-0080 or other similar medium) of a copy, or counterpart copies, of the signed authoriaation letter. If for any reason you are unable to comply with the foregoing instructions, please notify both parties regazding the same. Very truly yours, PRICE DEVELOPMENT COMPANY Signed on: By: Its: HANSON INDUSTRIES, INC. Signed on: By: Its: - Spokane County Signed on: 9•6•96 By: Its: ~ ~ MMS0N HAN50N I~IflU~TRI€S,1NC. ~}8~~;~5~~;,~5A FIR5I 'I'RL15T WASIHINGTON, N.A. Ju1y 25, 1997 601 UNION STREE'I' S[]ITE 2120 SEATTLE, WA 98101 Attentlon: Li.nda E. Houston RE: HansoraiPrice Countv Fund Escraw Accflunt #98925140 Deax- Landa, F'~ursuaaat to the Escrow InstructiQns cfated May 9, 1930, between Price ZJevelop3nent Cvmpany ("F'nce") and Hanson Industries, Inc. ("Hansnn"), this letter shall serve as awntten authorization 1etter Co First Trust VL+`ashinb on, N.A. to release drrectly ta Hanson a pmrtian of thase funds which are being held in the "HansonJPrice County Fund" esGrow accaunt #95925140. You are hereby authQrized to release $50.00, from the "Hansan/Price County Fcznd" escrow account #9$925140 ta Hansan, which funds are to be farwarded to Hanson as instructed by Hanson or Hanson's authorized representative. This authorizativn letter may be executed in eounterpa-rts and the executed counterparts taken together shafl constitute the ariginal letter oC autkxanzation. First Trust Washington, N.A. is authorized to accept and act an thls aufihonzation letCer on receipt by facsimi].e (FAX # 206-461-4175 ar cather sunxlar medium) of a cop.Y, ar counter-part copies, af the signed authorization letter. If for any reason 3aou are una}ale tv camply with the foregozng instxuctivns, please notif3- both peu-ties regarding the sarne. Very t-uly yaurs, PRICE ZIEVELQPMENT CQMPANY Sigraed on: Sy: Its: HAIVSQN INIJUSTRIES, I1VC. Signed on: 7~~ By: . Its: Lyaln.l~1 I/ ~ SP4KANE CQ[]NTY 5igned on: 7 I~f VQ 7 By: ~e ICS: 1~ T ~ HANSaN FiANS❑'~ INQUS~~IES, ~NC. «)9~'~,~5°~e~''~~'~U s°~ FIRST TRUST `NASHINGTClN, N.A. July GSr 1971 601 UNION S'd`REEI' SUITE 2120 SEATTLE, WA 9$101 Attentirsn: Linda E. Houstan RE: HansonfPx-ice Ceuntv Frand Escr'ow Account #98925146 I)ear Linda, Fursuant to the Escrow Instructions dated May 9, 1990, between Price Develapment Cpmpany ("Price") and Hanson Industries, Inc. ("Hanson"), this Zetter shalI serve as a wntten autriorizatson letter ta First Trust Washing#rrn, N.A. to release directly to Hanson a portion af thase funds which aare being held an the "Harason f Fnce C6unt-Y Fund" escrow account #9$925140. Yau are hereby a.uthorized tcr release $72.00, frorn the "HansQn,Price CQUnty Fun.d" escrativ account #98925140 to Hanson, which funds are to be forwarded to Hanson as inst.r-ucted by Hanson or Hansan's authorized representative. This aaxthonzation letter may be executed in crsuntezparts and the executed caunterparts taken together sha11 constitute the original 1etCer of authorizafiion. First Tnast Washzngton, N.A. is autharized to accept and act on fihis authorizatiori letter on receipt by facsarnile (FAX #2O6-461-4175 ❑r mther similar mediurzz) of acopy, or counterpa.rt c4pies, caT the sia ed autharizatian Ietter. If far any reason ynu are unable tQ cortiply with the foregvlng instr-uctions, please notify laoth parties regarding the sa.tne. Very truly yours, FRICE UEVELdPiVIENT C(7M1'F,NY Signed on: By: Its• HANSON INDUSTRIES, INC. Signed an: 7IA5IV.? ay: Tts: SPC]KANE CC}LIIiTTY SIgnQd Qn. ~~30/ J• L7y- ~ Lts. Y~ I ~~r~~~v~7 ~lriYVLr c JC 1~114 I +f,,i ~ - F1.QNSAN OSTRIES, INC. F~)~'~;~5~.~,~6~~U S MANSON INL~ FIRS'l' TRUST WASHTN(3cTDN, N.A. July 25, 1997 601 UN10N STREET SuXTF, 2120 SEATTLE, WA 9$101 Attentian: Linda E. HousCQn RE: HansonlFrice Countv Fund Escrvw Account #9$925I40 Dear Linda, Pursuarit to the Escrow Instructians dated May 9, 1990, between Fnce Development Cornpany ("Price°') and Hanson Industries, Tnc. ("Hansan"), fihis Ietter shall serve as a written autha3-ization letter to First Trust Washzngtnn, N.A. to release diz'ectly ta Hanson a partion of those funds which are being held in the "Haxason/Pa-ice County Funti" escrow account #98925140, Yvu are herehy authorized to release $700.70, from the "Hansora/Price Cuunty Fund" escrow accQUnt 99$325140 tv Hansan., which funds are to be f6rwa.rded to Hansnn as instructed by Hanson or Harison's authorized represeritative. This authorizatipn lettex rnay be executed in counterpac-Cs and the executed counterparts taken together shall constxtute the oaiginal letter of auttionzation. First Trust Washingtan, N.A. is authori2ed fia aGcept and act an this authonzation letter Qn Teceipt by facsimiPe (FAX # 206-461-4175 or other similar medium) of a ccrpY, or cauanterpart copies, pf the signed authvrization letter. If for any reasrn yau are unable to corngly wi[h the fvregoing instructions, please nvtifv bath parties regarding th,e same. Very truly yours, FRTCE 13EVELOPMENT CDMPANY 5igned on. By: Its: HAN5ON INDCTSTRIES, INC. ~igned on:_4/ 7 BY: Its: f.. SPOKAnrE covNTY ~ Slglled [3ri: ~'/f Cl e c ri`~J Tts: ~C? jI~311./rP r~~ ` l / ~ ~ _ i "Q11 HANSOW wANsON 1N0U5TRlES, INc. t~)a~'T;2~PFaxt~;~~WS A FIRST TF2UST WASHIIVGTCIN, N.A. July 25, 1997 601 LFNTDN STREET SUITE 212{] SEATTLE, WA 98101 Attention. Li.t7da E. Houston RE: HansonlPrice CDUntv Fund Escrow Account #98925140 Deat' L,inda, Pursuant to the Escrnw Instructions dated May 9, 1990, iaetween Prlce Develvpment Carxa,pany ("Price") an.d Hanson Tndustnes, Inc. ("Hansan"), this letter shall serve as a written authanzation Pettez' to First Trust Washington, N.A. ta release direcfily ta Hanson a portian af thnse funds which are being held in the "Han son,1 Pr-rce County F'aand" escraw account #9892S140. YQU are hereby authoarized to reYease $5.123.94, frorri the "Hansan/Pnce Cvunty Funti" escrow account #98925140 ta Hanson, which funds are to be fanvaar'[1ed to Hansan as instructed by Ha.rzson ar Haresan's authonzed representative. This authorization letter may be executed in counterparts and the exeGUCed counterparts taken Cvgeiher shall canstitute the original letter of authorization. First Trust Washington, N.A. is authorized to accept and act on this authax-izatson letter on receipt by facsimile (FAX #206-4b 1-4175 or other similar rnedium) ❑f a copyv UI" CflUP7LE'Tpart Cop1eSr of the signed authorization letter. Tf fcrr any reszsvn yau are unable to eQrnply with the fearegving instructions, please notify }aorh part.ies regardizlg the same. Very truly yours, FRICE DEVELOPMENT CQMPANY Signed orz: By: Tts: HA1V5C)N INDLJSTRIES, TNC. . ~ Its: _6""p,AotlZe V Signed on: ~~zlv 7 F'~y: ~rhr 'FC sPOKANE eavN~ ~ignea on:7I3a19 7 By: its: jZ4(11r,4.21ire Steue c~Ie ~ ~ • ~ , , HANS{DN; ~ HAN9SON II~Dl7STRIES, IN~C. ~)Bo~,~~~~~} °~~5~ FIRS'I' TRUS"I` WASHINGTON, N.A. Ju1y 25, 1997 601 "t]]NTCJN STREET suaTE 2120 SEATTLE, WP► 9 $ 101 Attention; Linda E. Hvuston RE: H a.nsanlPri ce Countv Fund Escrovv Account # 9$925140 L]ear Linda, Pursuant to the Escrow Xrtstructians dated May 9, 1990, between Price Development Company ("Price") and Hanson Tndustries, Inc. ("Hanscrn"), this letter shall serve as a wntten authvrizatson letter to First Tnast Washington, N.A. tca release directly to Hanson aportiaaa of those funds which are bemg held in the "Hansran/Price County Fund" escraw accmunt #98925140. You are hereby authorized to release $7.908.50, from the "Hanson/Pn'Ge County Fund" escrow account #98925140 tca Hanson, which funds are to be #'carwarded to Hanson as Znstructed by Hanson or Hansmn's authorized represenCative. This authorization letter rnay be executed an caunterparts and the executed caunterparts taken together shall canstitute the arxmnal letter af authorizatzon. First Trust Washington, N.A. is authorxzed to accep~t and act an this authrsrization letter on receipt by facsim ile (FA?C #2O6-4fi1-417S oz' other similar medium) af a copY, or counterpart copies, of the signed authanzation letter. Zf for any reasnn yvu aa-e unable to cornpZy writh the foregoing anstructions, please natify bvth partses regarding rhe sarrae. Very tru1y yours, PRICE DEVELC}PMENT COIVfFANY Szgried on: By. Its: HANSQN INT]USTRTES, TNC. '~~'`Ia ed CYT1~ *h 7 By: rCS: ~.~~.II~+" ►~+-~'Ls' f~ s~OKANE COuNTY Signed 4n: 7An197 By: Its: A. . - 1 i ~ V HA11YrN • 141 ~ I HAN~~N INaUS"~~~~~5, ~IVC~ ~yB~-'~$~5~~~~~usa FIRST TRLTST WASHINGTQN, N.A. July 24, 1997 601 LTNION STREET S7I]ImE 2120 SEATTLE, WA 98 101 Attentifln: Linda E. HousCon 12E: Ha.nsonIPrice Cnuntv Fuzxd Escrow Account #9$925140 I]eat° Linda, Fursuant to the Escrour Tnstructions dated May 9, 1990, between Prrice Develapment Gompany ("Price") and Hanson Tndustries, Tnc. ("Hansan"), thzs letter shall sezve as a writteri authorizatian letter to First Tnxst Washangtan, N.A. to release directly to Hanson a portean of those funds whach are bein- held in the °HarzsonEPrice County Fund" eserowr accourit #98'925140. You a.ce hereby authorized to release $162.1 5, from tkae "Hansora J F'rice Caunty Fund" escrow account #98925140 to Ha.tason, which funds are to be farwarded to Hanson as instructed by Ha.nson car Hansan's authorized representatave. This authorizatian le[ter may be executed in counterparts and the executed counterparts taken together shall cdnstitute t.Yie origunal leCtea- vf autharizatiorr. First Trust Washington, N.A. zs authorized to accept and act ori fihis authorizatiaaa letter on receipt by facsimile (FAX # 206-463-4175 or nther similar medium} of a copY, or counterpart capies, of the signed authorizatioan letter. If fvr any reason you are unable to compky w1th the fcaregoing instruCtivns, please rifltify both pasties regax-direg the same. Very truly yours, PRICE T]EVELOPMEIVT CQMPANY signea on: sy: Its: HAIVSON INDUSTRTES, TNC. signed on; r4.s' g7 By: Its: ~1v~r,~l~/ SPC3KANE COUNTY Signed on: ~/5-I/ I 77 B ~ , . y- . ~5 ~1 fe ve~ U/~ HA~ISON l~1'fl~IST~31ES, INC, s~~'~,~5~ ~'~°~u~a FZRST TRUST WASHINGTC3N, N.A July 24,1997 601 L]IVTC}N STREE'I' SCIZTE 212[} SEAI"I'LE, WA 9$1 01 Attenfiian: Linda E. Houston RE: Hanson 1 Price Cauntv Fuzxd E scrow Elccount #9892514(3 Deai- Larada, Pursuant to the Escrow Instructians dated May 9, 1990, betvaeen Frice Developnaent Campany ("Pt°ice'°) aazd Hanson Industries, Inc. ("Hansan"), this letter shaR setve as a written authorization letter to Firs[ Trust dVa~~~ngton, N.A. to release directly to Hansan aportion of thase funds w~ch at'e beir~g held in the "HansonJFrice County F"und" escrQw aecaunt #9$925140. You are hereby autharized to release $88,71 1.20,, from the "Hansvn/F'rice Gounty Fund„ escrow account #98925140 to Hanson, which funds are to be forwa-rded to Hanson as instructed by Hanson or E-ianson"s authaar°rzed representative. This authorization letter may be executed iri ccunterparts and the executed counterparts taken together sha11 constitute the Qriginal letter ❑f authorization. First Trust Washington, N.A. is authorized to accept and act on thss auChvrizafison letter on receapt by facsirnile (FAX 9 2(]6-461-4175 ❑r other similar medium) of a copy, or couriterpa-r-t copies, of the signed authorization letter. If for any reason you are unable to cvznply with the foregaang snstructisans, please notify both parr_ies regardirig the same. Very truly yours, FRTCE DEVELC3PMENT CQIVIPANY ~igmed on: gy: Its: HANSON JNDUSTRIES, TNC, , Signeci an: ? 1Wq7 1 fis: (:!N7i1 0~& ✓ SPOKANE COUNTY ~ ~i ed on: 191..~' 7 g~ g 7 ay: 1ts: ~ Ir.9er ~F' r - , HANSLIN' W A N$O N I~N~D U ST R I E S, ! NC. «)B~-' ;'4a 5~ x«i s`` FTRST TRLIST WASHTNGTON, N.A. July 10, 1997 601 UNIQN STREET SUITE 2120 SEATTLE, WA 9 $ 101 Attentivn: Linda E. HQUStan RE: HansonlPrace Countv Fund Escrow Account 498925140 L]ea.a- Linda, Pursuant tv the Escrow Instructions dated May 9, 1990, befween Rrice Qevelapment Company (°Pnce") and Hanson Industries, Iric. ("Hansora"), this letter shall ser-ve as a written autharization letfer tv First Trust Washington, N.A. to rePease directly to Hanson aportion of those funrls which are being held in the °Hansan/Price County Fund" escrow account #98425140. You are hereby authorixed to release $3.798.01, from tlie "Hansvn/Frice Cvunty Cund" escrow account #98925140 to Hansan, whuch funds are to be tvrwaz-ded tv Hanson as izastz-ucted by Hanson or Hansvn's autharized representat_ive. This autharazativn 1etter may be executed in counterparts and the executed counterparts taken toget.her sktall cQnstitute the originaT letter of autharizatrori. Farst Trust Washingtvn, N.A. is autharized to accept at-r,d act on ttxxs aukiaoa-izatiQn 1etter on receipt by Cacsimile (PAX i# 206-461-4175 or other similar mediuan) of a copy, or counterpart capies, of thhe signeci authorizatiaan Ietter. If fcsr any reason you are unable to comply wifih the foregoing inst,ructions, please ndtrfy bath parties t'egardlrig the sarrse. Very truly yours, ' PR'IGE DEVELOPMENT CC)MPr'1NY . ` 5iganed on: By: Its: HANSQN TNDUSTRIES, INC. Signed ori: ey: rts: SPOKANE CQUNTY ~ ~ r 1~ SPgnee~ on: : /6- 97F3y: Its: f~'..aA.'~~1,,f7`I Ir1 ~t1 j,a 4f-p • • ~ c HANSON . HANSON INDUSTRIES, INC. ~s>~se'~;o°~~SP~ ~;~°,'~usa FIRST TRUST WASHINGTON, N.A. July 7, 1997 601 UNION STREET SUITE 2120 SEATTLE, WA 98101 Attention: Linda E. Houston RE: Hanson/Price Countv F~.ind Escrow Account #98925140 Dear Linda, Pursuant to the Escrow Instructions dated May 9, 1990, between Price Development Company ("Price") and Hanson Industries, Inc. ("Hanson"), this letter shall serve as a written authorization letter to First Trust Washington, N.A. to release directly to Hanson a portion of those funds which are being held in the , "Hanson/Price County F~.ind" escrow account #98925140. . • ,o You are hereby authorized to release $47,875.64, from the "Hanson/Price County Fund" escrow account #98925140 to Hanson, which funds are to be forwarded to Hanson as instructed by Hanson or Hanson's authorized representative. This authorization letter may be executed in counterparts and the executed counterparts taken together shall constitute the original letter of authorization. First Trust Washington, N.A. is authorized to accept and act on this authorization letter on receipt by facsimile (FAX # 206-461-4175 or other similar medium) of a copy, or counterpart copies, of the signed authorization letter. If for any reason youI are unable to comply with the foregoing instructions, please notify both parties regarding the same. Very truly yours, PRICE DEVELOPMENT COMPANY Signed on: By: Its: HANSON INDUSTRIES, INC. Signed on: By: Its: SPOKANE COUNTY ~ rSigned on: %11~1L7BY:-~ G ~,lts: iSC/~ Ve ~ ~ ~ HANSON HANSON INDUSTRIES, INC. (PSO°s'ase_'i~o2s ~~4~~usa FIRST TRUST WASHINGTON, N.A. , . June 30, ~1997, , 60 r'UNION STREET SUITE 2120 SEATTLE, WA 98101 Attention: Linda E. Houston RE: Hanson/Price Countv Fund Escrow Account #98925140 Dear Linda, Pursuant to the Escrow Instructions dated May 9, 1990, between Price Development Company ("Price") and Hanson Industries, Inc. ("Hanson=), this letter shall*serve'as a written authorization letter to First Trust Washington, N.A. to release directly to Hanson a portion of those funds which are being held in the "Hanson/Price County Fund" escrow account #98925140. You are hereby authorized to release $38.537.65, from the "Hanson/Price County F~znd" escrow account #98925140 to Hanson, which funds are to be forwarded to Hanson as instructed by Hanson or Hanson's authorized representative. This authorization letter may be executed in counterparts and the executed counterparts taken together shall constitute the original letter of authorization. First Trust Washington, N.A. is authorized to accept and act on this authorization letter on receipt by facsimile (FAX # 206-461-4175 or other similar medium) of a copy, or counterpart copies, of the signed authorization letter. If for any reason you are unable to comply with the foregoing instructions, please notify both parties regarding the same. Very truly yours, PRICE DEVELOPMENT COMPANY Signed on: By: Its: HANSON INDUSTRIES, INC. Signed on:By: Its: Celll~ SPOKANE COUNTY Signed on:~~- ~ 7 By: ,Its: cS(/R ✓E' d3e ~ g tl' HANSON ~ r~~iNSa~ iaav~r~~~s, ~NC. ~)~°~~;~S~ ~~4,~ sA. FiRST TRLI'ST WASHINCrTDN, N.A. June 5, 1997 601 UNI[JIV 5'I`REET 5[]TTE 21.20 SEATI"LE, WA 98 101 Attentnon: Linda E. Hau stan i .r. . . arv ha " RE: HansonlFrice Gauntv Fund Escrow Account #98925140 Dear Lirada, Pursuant to the Escraw Instructions dated May 9, 1990, between Price DeVelopment Company ("Pariice") and Hanson Industries, Tnc. ("Hanson"), this ketter shall senFe as a written authorization Letter ta First Trust Washington, N.A. ta release directly to Haizson a portian af those funds whichl are iaeing heid in tkxe "Hansorn/F'rice County Fund" escrow account #98925140. You are hereby autharizecl to release $8.72 8,9 5, fram the "Hanson / Price County ...Fund" escrow account #98925140 ta Hanson, which funds are to be fonwarded t❑ Hanson as instructed hy Hanson or Harrsoxa's authQrized representa4.nve. This autharizatian fletter may be exeeuted in counterparts and the executed courrterparts tacen trrgether shall consta.tlate the vriginal letter of authorixation. First Trust WashingCan, N.A. is authoriaed to accept and act on this authvrizatian letter on receipt hy facsitnile [FAX # 206-461-4175 vr other srrnilax medium] of accrpy, or counterpart capies, af the sigraed authvrizatiQn letter. If for any reasvn yQU are unable tv camply with the fvregaxng instructioras, please notify bath parties regarding the same. ' ilexy truly yours, PRTCE DEVELC}PMENT CC]MPANY Signed on: By: Tts: HANSDN IN17USTRIES, ZNC. Sigaaed an: Sy: Its: SPC?KA,NE CC?i]NTY Sigmed on: 6"5 ~ 77 By: HANSpN . , . , Cl ANSV N INDUSTfl1 ES, I NL+. (W9)4&8-71d25pFu~x (Sd9) 488-6+159v S A FIRST TRUST WASHINGTC3N, N.A. June S, 1997 601 UNTQN STREET SUITE 2120 SEATTLE, VV'A 98101 Attention: Linda E. Houston RE: HarasonlPrace Countv Fund Escrow A,ccount #98925140 Deat° Linda, Pursuant to the Escrow Irestructinns dated May 9, 1990, between Price LleveIopmerat Corn.pany ("Price") and Hanson Tradttstries, Inc. („Hanspn"), this letter shall serve as a written authorizativn letter to First Trust Washingtan, N.A. tm release directly tp Hanson a pvrtian of those funds vvhich are being held xn the „Hansan/Price County Fand" escrow account #98925140. You a.re hereby authvrized to release $I6,553.66, frasn the °Hanson/Price County Fund" escrow account #98925 14(3 tQ Ha-nson, whach Funds are te be forwarded to Hansan as xnstructed by Hanson ar Hansan`s autharized " representative. This authorization letter rnay be executed in counterrpat'#s a,nd the executed caunterparts taken together shall constitute the original letter Qi" authorizatian. First Trust Washingtvn, N.A. is authorized to accept and act vn this autFioi-ization letter on receipt by facsi'mi1e (FAX # 206-461-4175 ~or otlier 4imilar medium) of a capy, oc co►anterpart copies, of the signed authorizataon letter. If for arey reason yau are unabpe to carriply with the foregoing instr,tctions, please nvtify bath parties regarding the saxAae. Very truly yours, PRICE DEVELDPMEIVT COMPANY Signed an - By: Its: HANSC3IV INQUSTR1E5, INC. Signed on: By: Its: 5POKANE CC]UIl1'I'Y Signed an: By: ~ Its: 12~9&5~ 110rV 6UvZV` e/L,,d rZ . , , . . - ~ d O HANSON HANsoN iiNDuSTRIEs, iNC. ~.°~s~s~~~~~U S ~ FIRST TRUST WASHINGTC3N, N.A. June 5, 1997 601 LTNION STREET " Su1TE 2120 5EA'I"I`LE, WA 9$1 o1 ,P►ttentiQn: Linda E. Houston RE: HansonJPrice Countv Fand Escraw Accaunt #9$92 5140 Dear Linda, F'rarsuarit tv the Escrow InstructiQns dated May 9, 1990, between Price UeVelopment Gompany ("price°) and Hanson Industrzes, Inc. ("F--Ianson"), this letter shaTl senve as a written authorization letter to First Trust Washington, N.A. to release directly to Hanson a porfiron of those funds which are being held in the "HansonJPrice County Ftiand" escraw acceurit #98925140. Yvu are het`ehy authos-ized to release $54.342.6 Y, from the "Hanson/ Price County F'und" escrvw aCcvunfi #9$925I40 to Hartsan, which £unds are to be fQrwarded t+~ Hanson as instructed by Hanson vr Han-son's authorized- • representat.irae. This authorization lettez may he executed in cvuratexparts and the executed cauntez-parts takera tvgether shaIl cvnstitute the original ietter ❑f authorization. First Trust Washington, N.A. is authorized to accept and act vn this authorizatiorx ietter an rreceipt by faesimite (FAX # 206-461-4175 or other similar medium) af acvpy, or cQunterpart copies, af the srgned authorization 1etter. I1' for any reasfln you ase unabLe to carriply v3rath the faregoing irastructi4ns, please notify both parties regarding the sartze. , . , , , Very truiy yaurs, - PRICE DEVELQPMENT GC7MPANY 5igned crn: By: lts: HA11FSDN INDUSTRIES, INC Signed ❑n: 8y: Its: SPQKANE COUNTY e ~ Signed on: -7 By: Its: I',I1500 lz -7~9 I0 ✓ HANSCIN - HAl1~S0 6~ I N D U S T R I ES, I~1{:. i~'~ ~15~ , e,, , . . . . . FIRS`I TRUST'S]VASHINGTON, N.A. May 3ai 1997 601 UNION STREET S[7ITE 2120 5EA'I"I`LE, WA 98 101 Attentign: Linda E. Houstvn RE: Hanscan 1 Price Countv Fund Escraw Accaunt #9892 514() d7ear Linda, Pursuant to the Escrow Instructivns dated May 9, 1990, between Price Development Cornpany ("Price") and Hanson Industries, Inc. ("Hanson"), this letter shall serve as a written authoz-ization letter to First Trust Washington, N.A. to release directly to Hansan a partion of those funds which are being held in the „Hansan/Price Ccrunty Fund" escrow account #98925140. ~ You are hereby authr~rized to release $41.~105 37, from the "Hansvn /Price County Fand" escrnw account #9$925140 ta Hanson, which funds are to be forwarded to Ha.nson as instructed by Hanson or Hanson's authorized representatiVe. This authorization ketter may lae executed in cou.nterparts aand the executed caunterpac'ts taken tagether sha11 constitute the o_rxginal letter ❑f authariaatian. FirstTrust Washington, N.A. is authorized to accept and act on this authorization Petter on receipt by facsimile (FAX # 205-46 1-4175 or mther similar medium) of a capy> or counterpart capies, of the signed authorization letter. T£ for any reasan you a.re unable to cornply with the' faregozng instri.actiohs, please " natify taoth parties regarding the sarrie. Very taruly yours, PRiCE ❑EVELDPMENT CdMPAIVY Signed can; Sy. Its: HAIVSC)N INDL]S'TRIES, IMC Signed on: By: Its: SPC]KANE COUNTY . . . ~ N Signed on:re~-S ~ 7 7 By:, v I Tts' r~Pae 7~4 /7 OA) StJR -V&4 CJ~ J~ ';I HMSUN , ' ~ . L4 UU HANSON INDLISTRIES, INC. {,';,~S~°.~ ~°=uS~' FIICST TRLTST VVASHIIVG'['oN, N.A. Februa.r-y 12, 1997 601 L3NiON STREET SLTITE 2120 sEArrzE, WA 98101 Attention: Linda E. Houstari RE: HanspnlPrice Caunt►a Fund Escraw Account #9892 5140 I]ear Linda, Pursuant to rhe Escraw Instructions r3ated May 9, 1990, between Price C}evelopment Company ("Frice") and Hansran Industries, Inc. ("Hanson"), this letter shall serve as a writtern authcari.zation letter to First Trust Washington, N.A. to release directly to Hanson a prrtion af thase funds which are beina held in the "Hanson f Price County Fund" escrow accaunt " "98925146. Yau are hereby authorized to release $ 61.928 71, from the "HansonlPrice Counry F'und" escrow account #9892514(} to Harasan, which ftznds ase to be forwaxded to Hanson as instructed by_ Hanson or Harzsan's authorrized representative. This authorizafion letter may be executed in counterparts and the exeeuted caunterparts taken together shall cvnstitute the orzginal letter of aurhorization. First Trust i"'_ arnn._ N.A. is autYiarized to accept and act an this authQrizati p ~e {~'AX 1 2[]6-461-4 l?5 ar other si~tular rxzediurn} ~f ~ txes, flf the signed authaz-izati.on letter. ~ i i If for any r PC C[}d;~,2.~ mply with the foreg~ring insCruc*.ians, glease notafy ~a~}~ ~ ~G ~ ~e. i ~`~j ~ Very truiy y~,u~rs, FRICE , f Signed an: By: ~ Tts: HANSON INL]USTRIES, TNG. 5igned azi: By: Its: Spokane County Signed vn:,? a7f 99`'i Sy: Tts: P~•,...~ ~.,ma.~ . ~ , d HANSON P i] Box 7310. Spokane, WA 9930i U.SJL H A N S QN IN D U S T R I ES, ~~N C. (.~)4W?102 .~~(US),654U,2 FIRST TRL]ST WASHINGTqN, N.A. December 4, 1996 601 UNIC3iV STREE'T SUI'q'E 2120 SE:ATTLE, WA 98101 Attentian: Linda E. Houston RE; HansnnlFrice Countv Fund Escraw P►ccount #98925 T40 I7ear Lind.a, Pursuant tQ tYre Escrraw Insiructivns dated May 9, 1990, bettiveen Parice Developrtaent Gvmpany ("Price") and Hanson Industries, Inc. (Fianson"), thas letter shall. serve as a written authorizatian letter to First Trust Washingtara,N.A. to release directly to Hanson a pprtion of those funds which are being held in the „Hanson/Price County Fund" escrow accnunt #98925140. You are hereby authorized to release $29 .543.20, fram the "HansonJ Price County Ftiind" escrow accvunt #98925140 ta Hansvn, which funds are to be fcarwa7rded ta Hanson as uistructed by Hanson orHansori sauthorized represen.tative. T13is authorrization letter rnay be executed ira counterparts and the executed counterparts taken together shaU constitute the briginal letter af authoziza#ion. First Trust Washingtvn, N.A. is authonzed to accept azzd act crn this authorization letter on receipt by facsi.mile (F'A?t # 206-358-0080 nr other simflar medium) of a coPY, or counterpart cQpies, of the signed authorizatian 1etter. If fQS arxy reason ycau are unable to comply with the foregexing instructions, please natiCy bot.h parties re;arding the same Very truly yQUrs, PRIGE DEVELaPMENT CaMPANY Signed an: By: Its: HANSOP+I I~DU5'FRIES, INC. Signed vn: By: Its: Spokane County Signed $y: Zou-4 Its: P~.s ~4 / r . . . n. ~ ! FIAHSON ` l1A~VS+~N IN~3UST'~IES, INC. ~~,','~S~'~;~~~5a FIRST TRUST WASHIIVGTON, N.A. sep~ember 12, 1997 601 UNIQIV STREE'd' SUITE 2120 SEATTLE, WA 98101 Attention: Linda E. Hauston . . . r r . . . . RE: Hanson 1Pnce Cfluntv Fund Escrrsw Acevunt #9$925 14(3 ; PCaI" L1i1da' r F F , . - Pursuant to the Escraw Tnstructians dated May 1990, between Piice L7eveloprrsent ' , S r, . { . , , Q r~rri,~a~!~ (.~ice' ) and Harisc~n I~dustries, Inc, (~~Hans~a~,~~), this lette~- shall serve as a wi-itten atathorl~a~tiQr~ 1et~er to Firsk 'Trust Washingtan, N.A. to release c~nrectly to Har~scan a pc~rtian of those,funds which are 4eing held in the "Iianson/Orice County Fund" escraw acccrunt #3$9~S1~F;[3. nk ` - ' • You are hereby aut.horizeci to reduce t,he amaunt of money in the "Hansan/Price Cvunry • tca the a;r%ount of ~211,963.92. ' 1~1 funds e~ver,tl7is amau~-rt rxx~ayhe reieaseci to Hiairi~6s~; ,i°ls the inve~~,mentrri~atures e4E t~ ,t.~.m' e,~~~iter6st ir t~ be dis,persed to Hansan, and t h~ ~+211,9fi3.92 will b~~reinvesteci,'as'eaT~ier ins'triicteci,un,41 potified otherwise. , This authar~at'tion 1etCer msy bc pxpcuted iFt`c~yn~er~arta~ ~~d the executed cvunterparts t~keh together.shall constitutc fhe,.origirial,~p#kei of auCQzativn. First Trust Washixzgtvn , ; _ , N,A. is authorized tQ acceptand act on tt~is authonization letter 6n receipt by facsimile, (R~x # 206-461-4175 or other similar mediuin) 'mf a~ ~op,y, ar countierpart copies, of the sig~ d je . 'nuthnrizon lettex: . rrt~~ "ason ymu pxe unable to cQmpiy ~he. raregoing t~struCtians, please notify bvth parties regarding the sa~nne, - - • , . , , . . . Ver y truly yours, a PRICE DEVELOPNIEN,f COMPAN!' . . . 8t S1g37ed [lxl: , By: lt a: HANSQ1V INF]USTRIES, INC. Sxgned an:~ $y: Its: SPOKANE COUNTY R44rtae'b ran t~9__/1~'~Z_.7 Byl of-71 09r18r97 14:12 FAX 50e4688454 HAxsaN aNmIJsTRaE 16002 sEP-19-1997 14= 1s ~P PEALrY, iNc. ~1486?653 P. 32.03 ~ • ~i _ . HA'HSDH , ~ R~l~Lrl~+ 1,~ P 4 Om T3~0. Sed~*~o. WA 4i~G1 U.9JS TiA[~ISl~.r R I~►s 1~i 'i~ .7 Tq t E~+ A7, Ii~C. t~l~tirs~ • r+~isoel~eea~s4 September 12, 3997 pIRST TRT_T5-r VuASHIN'GTC3I+1, N.A. 601 CTNI(]N ST RE= 5L]3TE 2124] SF,ATILE, WA 98 I01 ACC=tiors_ ,GizYda E. FTv"Stfln RE: Hansdn I Psice Count►s Fund ]Rscaro.w Arc~i_,Wt #99925140 Dear Linda, pursuant to the Ercrow Tnsauctioas dated M,ay 9, 1990. betwecn Price T]eveleaprnent Corn-pany ("Pnce°) and Ha=vxx Industries, IziG. ('Tian&on"), this l,stter Ha~~. ~a a c~~ ~ authorrizatinn lztter to ~st ~'rust W~hingcoz~. N.A._ to rele~ss a~irecxl5~ t cvus~t '~ht+~ fil.~tds which aare'~e.i.ng he}.d in t]~e "Hansan f Priee Gr~a~.niy Funilescrvw ac #9942514fl. YDL1 arG hereby authoa7zed t4 redtlGe the amount vf money iS t'le 'Hansari/Price Gau-nty Fund" to the amount af $211.96.". AU ftuzds 4ver this amuwst maybe release~ ~o Haxssvn. As #he invrstroent mattares each tima, intexest i5 to be dis'per5ed to Kanson, $nd the $211,963.92 wi1T be reirivested, as earlier isisrqru..ct+ed, ua3Til raviified vthcriwise. ' This authQrization lr-ittr may be executed in counterparts and the r-xecuted counte.rpasts takea togethex shall consiatute ttse origixW lettrr nf aufhorizatiora- F"irst Trust washin.gtaa. N.A_ is autbs7rized to acCept aud aet on thr.s autr,ozizativn lettcr on receipt bp faGS-,adle {FAX 4 206-461-4175 Qr oth~r s3-milau° medium) mf -A cQPY, or counCerPart capirs, of the signed authvri.zatinn ~etter. Ff far any reasan y'atx are us3.able in eomply with the fvrapoirig inxiructions, pl8asc notify bntb parties regardin.g thc same. Very truiy youzs, pRIcE DEvELvPMErrr caM , ~ 3igned 4n: X101 -Va 0 ~ - ~ ~~OV INDusrRIES. Ivc. Sign-ed By: SgaKANE COTJNTY sizncd o=_~/ISr` 7 Its: PIC 09J18197 13: 15 TXIRX N0,3888 P.002 I~ t T , _ - , H AN S 0 N I N Q U S T R I ES, I IV C. 2~~ ~°~U S" September 15, 1997 DaVid Berto, L S. Spokarae County Public Wor}cs 1026 West Sroadway Avenue Spvkane, WA 99260-0170 RE: H.hNSUNIPRICE COllNTY FilNil ESCROW ACCC1UNT Dear- David • Qn August 26, ] 997 you signed off on the Hansar/Prace County Fund Escrov►+ AGCOUnt dacument to reduce the amount that wouid be ]eft tn the account [a $193,732 00 Price Uevelopment Comgany did not sign the document and as a result frorn a canversation with them, the document is naw void and is replaced by the enclosed letter, dated September 12, ] 997 to F'irst Trtast VVashington, N A reducing the arnount vf money in the accourit ta $211,963 92 Our ap❑lv~izes far the inconvenience Clnce again please st~;n the release ❑f fiands request letter dated September 12, 1997 and if you have any questions call me Thank You, . Roger K. Zyph C4ntrQller SlM } ~ - ~ . . , H~SQN HA EV SON I N[3 U5 T R I E S, INC. ~r ~-'~s~ i' 4~~" S~. FLFLST TR[]ST WASHINGTC]N, N A. August 22, 1997 601 UNIf)N STREET SUI1`E 2120 SEATTLE, WA 9 81 01 Attention Linda E Haustan RE_ HansanfArice Countv Fund Escrow p.ccount #98925140 Dear Linda, Pursuant to the Escrow Instructions dated May 9, 1990, between Price Developrnent Campany {"Price"} and Hanson Industries, Tnc ("Hansan"), this letter shall serve as a written authorization letter to First Tcust'WashingtQn, N A to release directly t4 Hanson aportian of thase funds which a.re being held in the "HansonfPrice CQUnty Fund" escrow accvunt 498925140 Yau are hereby authorizeci to reduce the ainount of maney irs the "HansvnIF'rice Caunty Fund" to the amaunt of $193_732 []0 All funds aver this amount maybe released to Hanson As the investment matures each time, interest is to be dispersed to Hanson, and the $193,732 00 wi11 be reinvested, as earlier instructed, until notified athervvise, This aut'hvrization letter may be executed in caunterparts and the executed counterparts taken together sha11 constttuxe the cariginal letter of authorization First Tnast Washington, N.A is authorized to accept and act ran this autharization letter an receipt by facsimile (FAK #206-463 - 4175 or other sirrnilar inedium) oF a copy, ar eounterpart capies, of the stgned authqrizatian Ietter If fQr any+ reason you are unable to comply with the foregamg instructions, please notify bath part`res regarding the sarne Very truly yaurs, P1ZiCE 13EVELDPMENT CC3MP'ANY Signed on By its FTANSC7N INIIUSTRLES, [NC. 5igned on:-8 r.2-07- f3y. k2-3 lts C0~~/a,,,- SPUKANE CC)UN'['Y ~ . 5igned on ~9 7 By ~ Its PZ<;! C0 Ple.~r_- 5~~~6~a ~ HAN5~~ ~ HHI YSLJ[M I IY EJ V~7Tf1,IE.3, INC. (5~}~ G8 7i'02 ~PF-asr(5(]q) 468 Fld5Al1 S n FkRST TRUST WASHING"I'aN, N n Augiist 22. !9rf7 601 UNIQN STRErT S [J I"t'f.? 2120 ~ SEA-ITL.F, WA 98101 Attention Lincf~ E HoustOri RE Fq,-tn,,nn(Prace Cnm~V Furtd Escrnw Aerount #9$92514[} ' . , Dcar Lirida, Pursuztlt tD t}aC ESCt`o1v InStruciions dltcd May 9, 1990, bct►vceoa f'racc f]eVelcij)n1c11l ('0171#)7nV {"Price"} and Hanson Iridusttics, Inc ("Hansori°), tliis lettcr qFiail scrvc as a wr-itten aiilhnri7;111 10 11 tcticr to First TrLsst Washingtcr:i, N A to reieasc ciireciiy to F-fan,;,o n ~I'm rfio n o fultro qc .fiiriris kv liich a re bemg }icld i~a the "Hansorzl`1?ricc C ouc~ty Ftznd" csGro E~ accourit fl~]4~12~ I1~~ . 1`nu arc F7erehy at1thori7.cci to recltxcc t}i~ an-tozznt afmoricy rn tFic [anscrnlE'ricc Cnmily i°tioid' i(, tllc amnunt af S 191732 Ot? ltli fL1T1CI5 QVCI' f[11S 1ITdpLllil P]ZayF]C fCICaSCd fC] I la1itiotl As tl,e ir7vcstrncnt matiires each tinic, iriteres[ is to bc clispcrscd to Hanson, arid tlic $ 1413.732 00 wiil hc• rcir7vcst~ri, as carlier iiistnictcd, 2intiI nntifictt otiicrwisc Thiw aizthorizafion Ictter r-nay be exectited irt countcrparts an[i thc ctccutecl GC]L111IC6paIIti kil.cii toi,ctkzcr s13a11 corlstitute t[ic Qrigirial ]etter nf autl3arizadion First Trust ►vVashir7gtnri, NA i,; autltiorireci to aecc}}t and act an tftis aullzai-izatian letter tan rcccipt by fIcsimflc (Frl l II206-l10 1 - 4175 or ❑tlier Simi I1r mediuiii) of a copy, or coutiterpar-t cnpscs, c) f tlze ssgilecl autho n zltic,ti lcztei I f fo r any reason ynu a re urzable to eornply watii the foregoirig instr'tactinriS, pIcase iiciii ly bcalh partics regarding ttie samc Vciy triily yours, PRtC.E DEVEL(?PNtENT CC]MPANY S1~1111ccl on 13y 1ls iIANS[]IV IiVDUSTRIES, IhC. 'J l_ S1S.ncd on ~3y ~ t`~~~,~ Its ~nA'17b~lip~ C~ SPOkANE COUh'TN" J ~ l $iuncd ❑n.~t~ By. J lts• l~Cc~ f~~r 6,cjX-U6 ox- l 1 ! ik ~s 'F' C3 K GIvI5I01u t3F ENGIVEER[NC ANB 1dC7.hDS • A DIVi5I0N OF THE PiJBL1C WbRKS DEPARTMEtiiT WilIiam A. jahns, P E. County Engineer Dennis M. Ssott, i' E,Directdr M&V 22, 1997 DaV£ Ca1`i56ri Sally MC !Caa6+iia73 Hc'1l1SUri C[7II3iJc1Fhy P [7 Box 7314 Spakane, WA 99207 Subject: Tndiana Awe Assignment Reduztian Spokane Counry F"rnjestNo H95 134 I]ear Dave & Sally. There lave been seuerai reductxflns made to the Assigtment for the eonstnuction of Isldiana Ave Tfae Assignment is at First Trust Washingtan, N.A under accvunt #98925 t4U. An explanataon of hcsw Spokane Counry processes yaur re.quests is in order at this time. As you know, the amaunt reduc.ed in the Assignrnent accaunt is done per worur uiitiatiwe an.d request. VV'hat Spokane County does rvith each request submitted, is to veriiFy the request augahLq what the Gountv Lnspectar's E7ave stated ts already Gonstructed, and it is camputed as a percentage of the cnnsst.ructed hand amount for each rna,}or ccan.struction quantity item ii,-,.ed in the Cou.ity's canstruction bond tabulation This canstructiQn bond ammount as cornputed by Gounty Engincenng Dept. staff pnor to construction. an privat,ely cvnstructed projects this "percent camplete", used to compute the allowabIe bond reducti€sn, does nat fmilow ynur Contractflr's Pay ;Estimate qvantity ldst, but is based upon the Corsnt,►a unspectors repart. There€vre, you rvill nQt be able tv find a diirect correlafi,iQn vf }+our Contractor's Pay F-stimates, with the County's Bond Reduction tabulatians. Ifyou have any questivns or comment5 feel free to call us at 456r36(]0. - Sincerely, Spokane County Engineers ~ De.an Franz, P.E. Plans Rewiew CoordinatorfEngineer cc: Terry Lightfoot - Spokane Caunty Project ~ile , 1026 W Broadway Ave. • Spokane. WA 94260-17170 •(509) 456-3604 FAX: (509) 324-3478 TDD (509) 324-3155 i~ - ~ Hay~OW ~ HA~I~aN ~Nf~UST~tIE'~, ~NC. ~~;~5''¢~~~~~~'~,A ~2,~ hltpJlww+a hansanind com Vlay 12, 1998 ' ,r- ~ US E3ank Crrporate Trust Service 601 Unyvn Street Suite 212{} Seattle, VVA 98 101 Attenti-on: Ms. Linda E. Houstvn RE: HANSC?NIPRICE COUNTY Ft}ND ESCROW ACCOLINT #98925 140 Dear Ms Hvuston, Purszxa.nt to the Escrow instructions dated May 9, 1990, dhis letter shall serve as a wcitten authvnzat-ion letter #o L3S Bank tv reiease directiy to Hanson all remaining maney vvh:ch is being heId in #he escrow acco-unt 498925140. You are herehy a~~orized to release $212,000.00, plus all accrued interest f.hraugh May 3 1, 1998, to Hansan, as instrructed by Hansan Qr Hansort's authon'zed representative. This authcrrizativ~ letter shal l constitute the originai le#ter of autharization. U5 Ban'k is authorized to accept and act on this authvrarativn ietter vn receipt by facsimile (FA.X #206-461 - 4] 75 ar ather similar mediuan) Df a cvpy, vr counterpari copies, of the signed atrtharizatian lekter If for any reasan yau are unabfe to cvmply with the faregoing instructzvns, piea.se notzfy us regarding the same. Very tntly yours, PRICE L]EVELQPMENT CQNIl'ANY Signed vn- By. its. . I-iANSQN TN,DUSTRI"iES si~ned on. 3- 9~` ,By: sPOKANE coUNTY signed on Vvd?,p By: ~ It5: 7~ ~ ~ ~ OFFICE OF COUNTY ENGINEER SPpI[AWE COUNTY,IMASHINGTDN 3nter-office Cammuniration ~ Front Subjec# . ~ , Form 327-C R f ~ ~f ~ ~ ~ (H HANSoN , H~!iIYSV~IY IIYQUS1 1~1 IE~7, INC. [599 22-52 2ianFau I5091 2~557 WA 39218 hfSp Ilwwwo hunspnin8 eam May 1, 199$ Terry Gightfoat Spokane County Engineers RE: Indiana Avenue Irnprvvements Dear `I'erry: T am pleased to reporfi that I have completed the last rernaining item on the Indiana Avenue punch 11st. This last item was the 5idewalk and Uthlity Easernent for Mr. Kauppila's groperty. [ have farwa.rdcd the original, ready tv record document tv Ray Moan. At thls time, we ace requesting the release of our $212,000.00 deposht as weil as clarification on che timing of the warranty pcriad. Thank you. S' lYs Dan Chambers Construction Maiiager clr Page I af 2 ~ Waryne McGaVran From: John Fiohman Sent: Friday, August 11, 2006 8 03 AM Ta: Wayne McGavran Gc: Alysa Wiyrick; Henry Allen Subject: RE: Updated list af prajects needing response to rer.ommendations Qk to aII on list. Thanks -----vriginal Message----° Frarn: Wayne McGaVran Sent: Mnnday, ]une 26, 2006 10:33 AM To: 3ohn Hohman Cc: Aiysa W"ryriek; Henry AIlen Subject: L]pdated list af projecks needing response ta recarrtmenda#ions .3ohn, Shvwn in the tabfe belaw are the fatest projects awaiting a response tfl our recommendations. Pfease see the e-mail pertaining to each project ar ask us if ycau nsed mare infermation. Sk'-811 LJR.3.5 Single Resideuce Clase project wifh na fiu-fiher action required. PE-1750A Shelly La1ce PUD 1~ti Additivn Close project with na ftn-ther actifln required, BSP-0064 Bonuccelli Marieta @ Sullivan Cvntinue ta mortitor #v irsure swales and sidewalks are constructed per p1an. Bond is sti11 active. BSP-0077 Decker I7istribution Center Bond was clased and due to length a£ tirne that has passed, cvnsider this project ciosed with na ftirither action required. SP-132U-43, New PFats Nv public warks concern exists. SP-1321-03 'T'herefvre, remove fror,n surety and Sp- spreadsheet and consider close.d. 1 324-03 +Conszder this project closed uvith na fiarther action required. TiSP-04-04 Danwoad Considerr tiis project elosed with nra further action required. PE-1899 Aleffi Addition Cvmplete swale along Sth and remove fabric from drywells. Once this is dane consider this project ciased and send letter releasing the warranty 6ond. PE-1871 Christin's a4ddition CQrcect items on lafiest punch list. A &II412Q06 Page 2 of 2 letter was sent to Mike Aupert detailing carrectivn-s needed. Once this is dvne, clrase praject and send Ietter releasing band. , 811412G06 : .V . , ~ • • 4',, : : . : , - i'~'•, ' J . - . 190` 7 I ~r ____-'__.'_-s_' T 1'f 6 v 0' i ' ~ 1 y s4 ; ~ . E8 ~ • 1 ~ 1 • ~ ' •c '~Qti 1 ~ 1 ~ Y ~ 1 , Path Of Inside ° a + ' Retsr Troiler Wheels , a ~ ~ ~ ~ ~ ~ ~ ~ " ~ e~0,•'~ ~ s s i ~ i ~ i i i f B-V 3 60' TURN'€NG RADIIJS , SCALE" 1"-50' ~ e . { . TLIRNIIHG PATkI TEf4APLATE Figure'9 1 O-5b L7esign Manual Iune 1989 910-9 ► ; . Nqft ~ r• 4 ~ C ~ ~ y t.- ~ ~ C ffi , LEF7 TURN STORAGE LENGTH ' 90 Mf'Fi Operat i ng 5peed 400 . Uns i gna lized i nter3ecti on r m 7wo-lane highway ~ z . ~ C- ~ c , c 300.. o ~ ~ X 0) 20❑ Feet 9 L m ~ 200 . r as m 150 Feet z c 0 . -4 ' • T ~ G L 100 100) Feet ~ 4- 0 460 500 600 700 800 gao iooo iioo 1200 1300 DVH itat(iI, both d i recti ans ) a ~ ~ ~ i--1 V n ~ rr: G w LEFT TL1RN STaRAGE LENGTH 50 MPH Operating speed 400 LJns i gna I i zed i ni-ersect i nn • . Twa- I❑ne h i ghway m ~ . a~ ~ > . 300 c c- m a . ~ o ~ : 2f~~] F~;et a :6 200 ~ m ~ . C 154 Feet r o rei e Z ~ . ~ L 100 • ~ ~ 100 Feet . ~ . 4- , u~ .-j p . , . , . . . . , 400 5[]0 600 700 800 900 1000 1100 1200 1300 aVH (tat❑I9 bvth directions) ~ ~ ~ LO ~ ~ symmetrrcoi nbo~t ~ q. ~ ~ r - Let#-turn storage Oe~SroGle MSrr. 100' Sse Flq, 910-7a-d 5o• L A Stopping l Rvint C) WT z z m ~ R '-*I w 15Q' R Min. f~`yp.i r 6 Stopp i ng pa irrt O A= Length of curVe trans itf fln ~ ~ CkIA~VNELIZATION DESIGN VALUES L= Length of channelizatlon ~ 5Q ~ C 50 MPH 50 k4PH R= Rad ius of curve ~ A ~ 9[l' ~ 120' Sg = Des f gn 5peed [ MPH ] ' R 150' ~ 300' SL= 5igned 5peed L6mit iMPFt1 11 'Mi n i rnum W d'W 1 dth af I ane WT , lF' ❑esirahle WT = Width v~ turn Ians WT x 5SL 5ymmetrical Raised pavement morkers may be used ta 2 supplement, or in lieu of pairsted L mnrkIngs LSee the Standord P¢ans.f WT x 5SL a#fsef For stripirrg detal6s see the Stondard P I ans ond the hfl1TCO. = For WB-63 Q+esign Vehicle R=so' Mrn. See Figure 910-9 for" right turn ~ cprner design. ~ ZE-148 -78 ~ A. Right-of -Way zind Road,Improvesueats 1. Sullivan Ytoad from 8roadwsy ta Sprague. "!'Zte develvper shall be respons#.ble for the eost af R/W and conatructfon of e 14 faot wide fifth lane. 2. Sullivan Road from Broedway Avenue to WSDOT SDUth Rfght-of -Way land far I -90. Z`he deveYoper shall be responsfble fcsr the cast and conatruction af two ad'rlitional 12 foot wide traf€ic lanes. Includf.ng the cest of re-cnnstructivn af the exfating 5 1ane ftacility. 3. The developer shall be responaible for aap Right-af Wsy costs of cans truc tion cas t s of RR re laca tiun, urban inte rchange and wridening of Sullivan from 1-90 to the Spokane River Bridge. ~ 4. T"here stsall be [aa aecess from the sfte o~ i~aes ~ad r~e~tfl detafled ~plaas are submitted and appraved. Any Right-of-Way or consGruction costs fer Raad and/or rai$raad aignals shall be the respoasibility of t'he developer. B. Traffic 5ignals - the develager'$ ehere cf the cosC af i.mprnvementa or canatructing traffic signala at the followiag interseetione wi11 be camputed upan the percent af trafffc genersCed bq the Sullivan Park Center or as aCherwise noted. Sullivan and Sprague Sullivan end Broadwsy Sullivan and Misdoa Sullivan and new Sullivan Park Center eat~ance (the total cast bp the deVeloger) h ks . ri9W°i` lCllxiA1.._ F-Ci-%'iil..lLA I'IYDI'LOLLJL}Y- Ii(~,l°E = 12J 16! L'4 DEG1 GiUEC°i = M; W MCNiL3LK1N BF,SIN G--6 STA. ►4Co~`~s ~-~o t4~4+~v ~ ~zt~~~ i`yAi IE =~"-`l..iG..~L.C v'i'~f F'ia. °I"Ef~ • ;.kE°^CRIF'TIGI`41 = 1.i4D1ANr, r;V'E. SE~B ARCA I- n'~ 1 F~CFL:.;i ~.'l..lB~'iI~;EFi 1 f=i{JCvCiF~' C~]EFF C iEIV i= . i7 a°04 AL Y'irkEA ° c21 ACRLS COr°1POSI`i"E F:uNDFF CCsEFF IC ZEhlT ~ .9 C]'v'z=F(I_ANu FLCI4v VALUES C t ] 5 L ~9. a i'J = .016 ti# - a 0'~.' Clritf'INCElEL FLOW +J~eL LiCS~ L = I~ . 167 - - - N - v 016 . TTl - .2508 VDE ff°`Uf GD VALUES X'iUR 5o 0[ ) sl ICa (.6(--, O A - 60 ) ~ 5T0FzPGF- ~'sRUkRsl> `T'f rt'1F-- H, 1DR'~,~r•lE l L t f 'T. 5TO9A..GE (O,-3D CF5 pu-r' ' 39.5 IFfi.) '►E ~ ~ zlr-~ ~ ~ _.5 ~f ~C^~ P ~I Fi l LL Aia L~s 14~l~cao ~0 1'jfatIt, + aC] FT. (C3.5 F~-W( FT) `SZ ti4G~~R _ • C?• ~'t~r. ~ ~ [m ~ ~+~u ~ or~ T~s wA-' W lL-b- V-GvrN -rD L-Oyv+1 Q D OT p~-i RtAu '91F0 R"!7 lS Cpt CL C`D ~eyr fa~ ~ ~ +~A+M ~'f A pT~?,,/ k ¢Ql'~ ~ r~ ~ s DC14S19TF: ING CALC! 1Lf-iI- r L7Nw D A iE 12 J 1 ar`8DrE-' i Cal'•aEh ~ K W MC!IULh'lIV ex15~Iiv G--S • 5'Cx, l4Ca~-lv -m H-qt001 i='RC1,3Es_„T NAPiE = SIJLL_ItiriN F'AF;K C:E1\9TE.c DE5CR1F`TSCtN =INI33ANti AV~~ t t Io-rtensity Odev. G'sn °'`o€_it Starage l"filliI, i t4eco } (i ne /I'sF°. y Ci=. -F.. se } 4F-L.1. rt. 7 iCU. f t. 1 {~-Uv -r ta ) A ~c;rCr ~ m k a 6fa~ `?4" 60i) 2. 24 .4~ 297 1BL) 17 I o 9C,i f 1 a!7 270 . ~ % ~ x ? ~7':~ - 1 . t i 1500 1 .21 a 2,. 7 ?a6 4.L'.~.7~~ - 13 ='r 71 ci , 10 j B00 1. C14 . 2- C 7 4 51 4 0 - I bo 211 1 []sl .91 .17 7 7 9 tLiry(=) 251 40. ; ) 240c] .82 .15 3B 8 : s? C3 -'_y °j~'n;_3 2rL9{_1 w 7 ~ o _r'~ Gi 1 l_l °-'-~iC~7 „ f) yC1c7c1 .68 . 1P 199 1700 - 50 5L' o 0 ':Z00 » 64 v 1'4,.. 4 1 ~ 99c1 , i e 6,0 , ii _;600 .61 , 42 427 108[) CSJ _iC) n 1 1 +~~4ii 1 1174_1 -';'E f : 0. 4J 4e?00 58 o ~ 1 ZI 7 .^'w. 1260 -i 82 • 7:a . l_, Iq :J;D C] Y 56 . 1t 7 ~ 87 17 v() --3,,r7 E3 i 3 q C; . 4600 57. a 1 c} 491 1440 =i 4i 85a!) 51C)il H ab . 11.s 506 15 imtD ' -1.02LI 9i,o c] ;=E1=a0 . ~t? ~ G~ 44- 3 I620 -11Cf[7 t] 37i1s'_i .49 II0'i ~~.~j lrI ;i - I Ii_ I C1 C7 n u 60l.1 I 1 y.42 . 09 tl 554 1 Ca PJ 0 -I.v 46 THE ; iifin" IML11I STCIRACiE GLI-F'T'. i[ic- t1me C3f CC]nCefitrcit1on 15 ,.c.f iillfiUtCSv ' l'i-3 ~ undtimre1. oped fg ow oL4t x ~ L a + . . I-EN YL,AR aT^Mi 1 CALC ~i _ -r•, ~ - ~ - ~rr ,t . y .1.~'>~ } a~ft"'~u...~~~~~~ ~ COI~NTY ENGiI~EER ~ j Ronald C. Fiarmann, P.E. r y~~'~ COLIPJTY ENG1NEER p~,-;. , 3~M= , ,F. • , , ~r; . ~aaap~.~.~-': ,~~~~~a:~r[=~~x 99250 5°OyRffC EOVM7T Ef7URT MOU6£ aate: oq~~ d ~j a'►n.~ ~~r.- ~ RE : pE Genti emen : A review af the road, drainaqe, and par&ing plans for the abave-refer- ence(i piat, short pdat, binding site p1an, andlvr building permit has been accompl i shed. Areas of concern ta ras are indicated in red on the attached ❑rints. Please make the corrections and resubmit them to this flffice in arder that the review prncess may praceed. When the lans are resubmitted, mark aii chanqes an the revi sed Prz nt in cal or. ~ If ,you have any questians abaut this review, please contact us at 456-360D. Thank, you. Very truly yvurs, Rvnald C. Harmann, P.E. 5pakane Cvunty Engineer ~ Gary S. Ne~son, P.E. P1 arrni nq Engi rreer u5N237.s1a Attachrient P;ablic 'V)orl.s Building North 811 Jeffar~Qn Stxeet 5pokane, LVashi7qton 99260 (509) 456-3600 CLARE'NCE E. SIMPSON ENGINEERS, INC. CIIl6L ENfaIN EE'R5 AND LAPID 5L1RVEYORS N. 909 Argonne Rvad Spokane, Wash9ngtvn 99212 Telephane: 926-1322 Fax: 92fi-1323 TO: GAM S, NSi-SQr.~ ~ ~'E. .5~OK-A+41E cauwr~ ~~~~~EEjjzs suBJEcT: SL1LL IVAN PApF< C-15NTepz oATE: ()C-T. Z.0 -~ay- eur reiigw ar e- r r ini-s c~`~ ~+e 5ire~t 7 cXv'\,l arrc~%►naqe Dj+a~s -~''vr- Ave-, , are- 0-ov ie s a~'r +ke c'~raLinaae, y ~ ~ g ~ ~ V\ ~ 5igned r7 Y., , s ,;,0 b L9 A ~ f - ~ _ . _ _ - - - - ~ - f~~~ ►,~~r~ i-a- f7 - • - - - _ -5~'~~3.5'~ pt~~,s~~ ~ ~ - - - - - - - ~ - - - - _ _ - - - - - i , + . . _ . _ - - . . . . . _ . . . . . . . t . _ , - _ _ . - - - - - - - - _ - - - - - - - - - - - - - _f - i - - - - - - - - - - - - F . _ ~ - • _ _ - • _ - • - • • - - - . _ . _ _ ~ a ~ ~ ~_w._~.__ i ~ - - - - - - - - - - _ _ ~ ~ ~ - - - ~ ~ - . - - - - - - ~ ~ _ - - - ~ s . ~ ~ - - - - - - - - ~ - - - - - - - - - ~ 1=irtiTICIN~-^-i(.. F'C3RML1Lr=j 1-11''z'7Rf3L..C'aG'f DAi"E = u- 7. 6--89 L'iES1 GNEl=d p CAi`°ii 'BEL.L BrAsI N A°S F E'RO7EC°c NANE =SULLIJAIV F'ARF' CEIWTCR T]ES-CRI F'°f- TON = 1i°•aDIAP~A I'IVE ~E; m~ `.4 ~l i7k:.A 1=..~'. 41 AC.REi 5L11130REA RLENC.1F rf COEFF1 C I'ci•Il° = a 9 TOTAL F,FtEA - .241 ACRES COMl~ OSI TE RUNOF F CC3EFF T G IENT L7'v'ERI_FiNl) FLOW 4'ALL1E5 Ct ~ eI15 = 7-54c 5 ~ N = u{';1fa 05, $s Ci-ir=vN~'•i~L FLCIW 'vA l.._U ES Sq 3~• L w, 400 Z1 = ly 2 - . 1 ti. 7 N .016 B - t-r 'S ia ~=r •1 ~ 1- L] . 27 -5 CCI`lPUTEL1 VALUES Ui iR 00 ' . I1C~ - 7A10 CI.ICr - u 69 CIA - .69 - - ~ ~ ~ GQNT ~ ~ ~ ~ ~P~ ~ ~ A ~ LOCRTIQN QATE -9 ~ } - - Q 5ixe or rypP Sand 160 Sampled and test ~y E4~i~ OµP,pC~OH @LOW$ PER LAYEli 1.~ METN00 HO,LAYERS ~ WGT, Of WET 501LF~M0LD ~l 'I I Saurce ~(Y\ 1) ,T,4MR£R WT, I WGT OF MOLQ "~1 . 1 1 Weighis Wash OROP mT, WGT OF WET SOII I ~ 1 MoLo oia. wET uNIT wEIGHTQC5rer,'j 1`3i• 1 •~°7 I I 2 YO l E 4F SA~ E M 01 S Y lJ R E SA M P L E N~(}. I' ~ I 3 150E~1~4, WGT, OF WET SOI L t 0V5H 13-3 .11,3 04) f I I ~ ~ WG70FDR'f 501L ~ OIS►f'2.,1 11177, 1 1 MoisSurm % Fsac Face 96 d LA9N WGTOFWATER r ~ LL PL PI Gontral WGT OF DISH Screa 1YGT, OF OAY 50E L 5eiae Wt. Tatal % Sgecdi- &Freee MQISTUAE SiZ~ RQt 95Re~. 9h Pass P~~ cafions CdNTENx (~1 -~I WBter r uNiY wEiGHrc.B" l 1.1,d 1 I Z~.l~ I I a MECIiKNICAL ANAtY51-S~ I `a'v U SA~IP~E ~ GRAVEL ~ SAkQ ~ FINEi~~~`" ~ % Retained'/±` f I I rf` Swell9b ~ ~lo REraI~tEO #4I ri~ I f I ] ~ 130 ePA551NG#41 Y Field Sad Classificafipn bcvLv-- H ~ f I ~ OPT. MdiSrURE GONTENT MA%. Ar DfNSITY ~,(0 f ? co. I t ~ M. 4~:~ w TESf U 9Y CHE~KED A ~E b ,r I ~ o b ~ 120 ~ cr Lab 5oil lassification ~ f O / REMAFt KS: „o 100 No 200 ~ I Pan Wash so 5 15 za 25 30 35 ao 45 50 . ~ MOISTURE CONTfNT-- 6o.0 F ORY wF-iGHT ~ o " CONTRAG.T gTA LvCA710N DA'f E, ~ j D --Cj~ CUMPACTION TEST DATA SizeQrfypQ Sand 160 5ampled and test Gy Eq~"" pL`~N BLOWS PERLAYER~ M~ j THWQ.LA1fERS N1GT.OFWET SOIL ~ MOLD 1 Saurce ~M~ TA~IPC R WT '~j WGT OF h~OtD 1 Weights I~ Wash ORDP HT, I WGT OP wET 56IL TI ~ v ~ MOIa pIA, WET UNIT WE IGHTLg;'1t + I ~ 2 vQLUME fl'f SAMPIE IM0157t1RE SAhIPi.E N0. I I 3 150 f/4~ WGT OFWETSOI LC DISHQI l14j_S_1 l'n .0 1 1 _ A WGT OFDRT 5011 ~ 01 Sr_I 4D , I l b~r, I ~ Moisture 45 Frac. Face % LAWGT aF WAT E R LL PL PI Cornral I WGT 4F OISH ' ~ . • . 5creen WGT,OFDRT SDIL 5e3ve Wt %Ret % pass Total% 5pecdi-MOISTU CO N T E N T / M~•4~ ~(j I 1~ ,~j I 5izes Ret Pass csitvns Free Water ~ DRY UNIT WEIGHT ~ 110. 1 1 ku(o~ 1 MECH NI AL ANALYSf5 I 'R'vslue I SAMPLE I GRAYEL I SANO I FdNE'1 I ~ ~fi Retained 3/4" I I ~ ~ Swell 9fi I I m , RETAtroED #41 1 Z I i I J 13~) PA5SING#4~ } Field &od ClassaticatsQn C+r\E&- rj~ C~f~ ~ i4'1.1 1 Z OPt, MOISYUR`o0H4ENT MAX, DRy DEHSIf'l SPGRZA ~ TEStED BY LHECKE'08'I(~ATE_ J 1~a I I r-~e -C)?)o I ~ ~ l > 120 Lab 5ad C45SiTicatian fC a AEMARKS: ~ 11Q I ~ I I ,ao ~4 z.4T No zoo I Pan Wash 905 io 15 20 25 30 35 40 45 yp . . . , MdiSTURE CONTENT-'Ir OF DRY WEIGNT 7771~ CONTRRG7 u Q"} ~STA LOCATIOt-4b . + CVMPALTI4'N TE3T DaTA S 5and 160. IM5ampled and test by Eqwa coPACYIOrr Btows PERU►rEA~ I I I I I I MErHaa NO,LAYEAS 'I wcT,oFweT w~~I~ MoL o source o ITAAtlPER 411T -A-L!5~,I WGF, OF MOLD Zti ,p, Zti Q, Z,t 4-140 , I Weights wash 1 loRoP rsY. wcT OF wET soiL MALo oIa IwET uNIr wEiGKTL8r41114~..~ 1-122 6 I I 2 YOLLIME DF5kMPq MOISTURE SAMPLE htO. I 1 3 150L J4 j3,~ ~r~ WGT OF WET S{}IL F, D15H ~I l I l~. WGT OFDRY SOIL Fi 01$H 41 1 rQ, ! Moisturn 96 Frac Face Ya Lqgq A~ - f7 WGT OF kYATE R ~ LL PL PI ~ . . - Control wGT OF DISH I T~ Scree Y~ WGT, OF 6AY 5O1 L &eive Wt. 7atal4fi 5pecdi- L k.~ coN Tr~ H r a~ 4~. Z. 4~ I~'!'. size5 Ret. 96 flet ~ Ps55 Pa~ ~e10ns ~ Free 1Naker ~ DRY uNlr wEIGMrcBh~l f1D _1 1 LQ~ ~ MECHANICAL ANALY I f 'R'valua I ~ SAMPLE ~ GAAVEL I 5AN0 IFIME3 h l ~ % Refained'h" I Swell 96 I ~ m % RETAINEO #4I--So ~ 130 °oPASSING#41 _j INffeid seii Ciass,rcanon ~Sr-at.ru ~ Ok V'ra w Q F- ~t s-+.+ 'i LJ,.3 ZO~ I , ~ 4 ~ a► . Mo URE eowTENr Max. oRr oENsisv SPGRJ.iaZ. • w TES E~0 BX CHECKEO BY- A ° Y-) % izo ~ Lab Sail C,Wsiiicahon d AEMARKS: I I I 110 31~ r 100 ~ 4 No zoa Pan 1- J Wash sa 5 10 15 20 25 30 35 ao 45 so . , . : MOdSTURE CONTENT- %OF DRY wEIGHT - ~ / s - ~ CONTRACT'~ 5TA 9 CATION DATE: " ~ CV MPAC T I Oi Y ~T DA~' ~l Siae or lypP _ sAnd 160 aM Pp~N 191pW5 PE AILArEii~ 1 I~ I 3 I y I 5ampled and test by Equiv M~THQL1 Source H8,LA1fE R5 , ~ WGT.OFWET501LF~µ0l,D P~'3 1 11577 9 e4~,~4~ I 1~ taMaER wT, u~~ I wct OF MoLo ~ 682/ _I weignts wasn oAnr ►~r, ''l I wGr.as wEr saIt y 6 '-~1 ' lMOLD aia, ~WET UNIT W'€IGHTLBC1~.~, 1M. ?4c- Ij 1 14Y,21 ~ vot.UMf 9FSAMPLE Im015TURE SAMPLE N0.-1 I I E 3 ' 150~ f 3 3373 ~ WGT OF WET SOIL 6 0ISH ~ Is~,3 c~ WGT OFORY 501L 6 DiSH ~3Q~ I 37' Motstur- 9b Frac Face % 4 Lqgq WGT aF WAT E R ! Di I 1 ~I ~ D I 3 S 2 I LL pL PI Gvntral M'GT, 4F pl$H 5creen WGT, pF QRY 5QI L I I ( I I 5e,ve WL Tota19G 5peafi-MOI STU CO N X E N T o~ ~ I `I. D 1 1 , r~ I 5izes Ret 95 Ret 96 Pass Pass cahons 940 Frsewater I ~ P I ~ ~RY IJNIT WEIGNTL$(f Lai ~ 13~1.Y I 1~3,$ I MECl1AN1 AL ANPA~YS1S I `A'value u SAMPLE I GRAVEL ~ SAHO ~ FINE! ~ I ' % RBfained'/" I ZiQ I J Swe1196 I ~ I I m /o RfTAINEA #41 I I I ~ J 130 ° p F~A55fNG#4I ~ I E I k Field 5oi~ Cla sifi ation ~ Q, µQlS URE LON ENT fXXC ,O Y DE TY SPG 2-•0~ ~~o I ~ ~ rWEflBY Ch CKE ffl• A, I I } 120 La 5oilGlassilication ~ ~ REMAIRKS: g I ~ I I 6 70 110 ~ .41 I I 1 1 1 14-z I I ~ iq,~ -z 42- 100 Na 200 ~ ~ Pan I ~ Wash LJ 17--±~- I --LE1 I t.. __-,I I 1 1- L 1. 1 1 1 1 1 t I I L I 1 1.1 5 10 15 20 25 30 35 40 45 Sp . . . , { ~ MOrSTURE cONTENT- •r.OF pRY WEiGHT Canceled ENGINEER}~ SHEET IIVDIATdA E 14700 Date FIIcd , Date As Suilc Plans FteceYWed Date ~oad r~~ns Approvea SLI]G. FERMIT # B95134 -95 Nerv itaad 5tandards 5-15-95 Mylar . Cotnpanian Pile Hearing llate: N Tirne• N Number: Related File #f; P15041HSP-481B9D085IB90 ' 17E5IGN Review T]ate DR Time. Suilding Dept , Review C3ate: RTime: R tYurnber: I3ESiGN REVEEW # Date ReceiWel: 0811 f1199S Revierv Type: Cnmments Large Lat ❑ Bldg. Square FeeT: No IotS: No Acres• pLo]eCf Naii7e: SLTLLTYdN PK (:`I'R TIYD'iANA RD Rsnge-Townstup-5echan 44-25-11 5ite Address: IvDIAivA E 14700 r wS[rF.LivAN PAxcEL(S): (frsti aa) Applicarrt Name. It A HANS[3hT-CA1tG5EN, U11V[U J Phvne P~• 468-7I01 45114.9026 AppliEant Address: PCl BD?C 7310 Fhona 2# SPOK111ti1E, VdA 99207-0310 Date Condiuons Mailed: Flocsd Znne• Nn Water Source: Sewer Saurce: 5choo1 Dist: Fire Uis[: Phnne IDist: Silling Name: RA HnldSON-ZYPH, ROGER Gwner: HAN5Oh1, It A Engineer: Address: PO BpX 7310 Clwner Address. PO 13O7{ 7310 Campany: 5PC1KAME. WA 992011-0310 SPQKANE, WA M07-0310 Address• Fhane: 468-7102 Dwner Phone: 468-7141 Phane• Fax. 5igned Name RA HANSON Building # 456-3675 1 I'iammng # 456-2205 ConCaci: Date 5ubmiited Deseriptian InitiaLs ~ DATE TECNNICALLY C{7MPLETE T]AT°E N[]T T'ECI-H1+IICALLY C[3MPLETE 081111]993 TIATE PAY FEES FtECEIVED T3t1'L'E PRIORITY FEES RECEIVED C❑PY Tv ACCDCTNfiING FIIVAL PLAT FELS CCIINYLE i EL7 ANI3 COPY Tf3 ACCf7[JN'd'1NG l 1 NOTICE TQ PUBE,IC 1 NC7TICE Tf] PLdBL1C # 1 3 46 COMPLETED - OR NEEDS 'i'(] HE SIGNEU ]n-4us !/1 En-Out #R2 ln-Qut N3 09/16119% - 08t2611996 I]ESIGN []EVIATION DA'i`ES IN-OiJT m-Ous #a In-out #s En-aus #s 1 f B[3NG QUANTITLES F{]R URAI1jiA~"sE I^1`EM CFILCULA'1'ET] ~ 05i0911990 I3ATE BOND RECEIYELl BGI+1[7 AI1+1C1Ud+17' RECEZVEI3 $1.9D6,470.00 DATE B(?lYI] RELEA5E - I)t1"iE BONT3 REd]UCED BOIV13 BALANCE d-learing Date Decision Apprnved ~ L7enies! ~ Continued~ e4pyealed SCC _Appmved _ Demed ~ AppeSlBd t(] Cg1fI'L Apd1COYE11 DeIlled C171iL1RllP.d F]IFal P1T]]EC[ .StSl11S 1 ! STAMPEU MYLARS TO PERMdT TECHNTCTAN (SYL) p ~ 1' A STt1MPED 7(]$ i.D`f FLAIVS TC] SEGRETAR'i' (SANpY) I I I 4 4 I ❑F'PICE OF THE CmUNTY ENGIArEER 5PDRANE CQLTNTY, WASHING'I'O1+i TO: CHAi] COLES FRC3M : I3AVE BERTO IYATE : May 21, 1997 SLiBJECT: BQND ITEMS B95I34 Indiana Ave ( B5P 48 P1504) The bond far the above mentioned project is for the following items: 17 All the items on the apprnved raad and drainage plans. 2} original bond af $1,906,470.00 was issued for construction of Tnriiana Ave for F1504 Sullivan Park Center and zs in that file. 33 New bond amount of $1,937,320.00 was calculated fax BSP 48 and B95134. The calculatinns are in the BSP 48 file . 4} The bond has been reduced to $1,374,189.00 vn, I]ec 4, 1996 far wQrk accepted. 5) To date only $475,706.67 of the allawable $532,281.00 has been released by Dean Franz {see tnemas Oct 29, Dec 4(twa on pec) 1996 and Feb 12, 1997 . ASSIGNMENT F'or security purposes anly, R.A. HANSON CQMPANY, INC., a 4dastzingtoai corporation, hereby assigns t0 5POKAN6 CpilNTY, a political subdivisian of the State vE Washington, the fptlawing: U.S. Go~ernment ❑bTigations, Saloman GqaexnmenE Backed Repurchase Agreement, or ather investments as appraved by ti1e parties hereta, in the facQ amvunt of $1.906.470.00 and hel.d in and by Seattie First Natianal €3 a n k , • Spoliane-t~ nd-9a43t4"_8-r4-ne h. &,e-A ~v o ) e] k This 2#ssignment is made as securik:y for the £u2l and fa z thful performance by R.A. Hansan CoRtpatly, Tnc~ af the construction af certain roads, drai.nage swales, iandscaping, sgrinkler system and street la.ghting, as specified in the typical section and roadway impr+vwement specificativns for said subdivision. .dated Apri1'. 17, 1990 and on file in the Of£ice of the Caunty Engzneer, and the landscape plans fvr said subdivision dated Apr i1. 12. 1990, and on f ile in khe Qff fce vf the County Planna.ng Department. 11ny interest krenefits accrui.ng under said investment funds sha1.l remain the property vC R.A. [ianson Company, Inc. 5aid a nvestmen~ func3s are tv be releasec3 to R. A. Hanson Company, e Ine. ar ar,y other party vnly with the przar written consent and agreement of Spokarie Caunty. PROVIDED, the unders zgned does he reby au thor ize Sea ttlP First National 13ank to pay over tv Sprakane County a1l vr a sufficient porti.an of the moneys in the investment funds referenced hereinabove uPan wrritten dvcumentatian being received . from 5pvkane Caunty indicating that the purposes fvr whach the investiment fursds wPre assignpd have not been fully and faithfully perfarmed as xequ%sed and a statement nf that amaunt of money which the Caunty deems necessary to camplete such abligatzan. Upan receipt af such written documentativn, R.A. HanSOn Cvmpany hereby authori.zes Seatt1.e First Np-ttic+nai Bank ta re.lease t❑ Spvkane Cvunty that amount af mvney requested up tv the maximum amount in thp znUestment Eunds accvunt. PRaVTDED, FURTHER, that R.A. Hansvn Cnmpany, Inc, shall have the right to direct the investment of the funcls which are subject to this Assignment, and, therefvre, this Assignsnent shal.l be effectiVe as t4 any such xnvestment accaunt ❑atRd tYyis ql tk^day of Ma]I► 1990. 5EAT'L'LE FIRS`C N71TIOfVAL F3ANK 1 r By Da ted th is day of t•tay, 1990. R. A. HANSON COMPJ1NY, INC. ay 6q . d. R.A. Hansvrt - President ~~PROVED-As TO FORM: .~-••'ra•~~ ~,QUN;l Y GRl.r.7 SS 4Ur.1 LJ Rr.7 OC C i 4 ~L"~i ~ . ~ ! i ~ 1