Loading...
SPRAGUE E 11812 CENTURY LOAN ADD A I ~ ~ r SPRAGCJE E 11812 SYTE FILED ENLfiINEER'►7 REVIE1'1' SHEET ir r7 MYLAR# CANCELEb AS B[IiLT PLAIVS RECEIVED ~~DG. ~~~~~T # B95176 -95 Related File # (B92071) Building Dept # I3ate to Review Time Review Type Cnrnrnents Date Received 11116f 1995 Project Na.rne CENTLTRY LC)A$ ADD BLDG SQ FT Range - Township - Section 45211.0310 SITE AI]DRESS SPRAGLTE E 11812 f W UNION PARCEL Applicant's Name DOUG CHRISTENSON-SIMPSC3N Phone # 926-1322 Address 909 N ARG4NNE Phone 2# SPflKANE WA 99212 FLQQD ZONE No 'Billing Name Owner Engineer CHARLES SIMPSflA1 Address Address Company SIMPSON ENGINEERS ING. Address 909 N ARGOIVNE RD S1gIled pt1bII~ ~~OKANE WA 99212 phoIle PhQTle/FtAX 926-1322fFAX 926-1323 Building Contact Ferson: Jeff For,ry Ext 103 ! • Phone # 456-3675 Date Submitted Description I~iti~ls V_" • -3 0rq, I'fDA1 E FEES RECE1 Y EJJ DATE PRIORITY FEES ItECEIVE❑ COPY TQ ACCOUIVTING IVOTICE TO PUBLIC # 13 4 6COMPI.ETED -OR IVEEI7S TO BE SIGiVED DESIGN DEVIATI+OIV S[JBIVIiTTED1DA,TE COMPLETEa - NiAILED DATE BOhTD RECEIVEI3 - BOND AMOUNT RECETVED DATE BOND RELEASED - DATE AS BUILT Rb PLANS DATE RI] FLANS APPRDVED - NEV4l ROAD STANI]ARI]S (MAY 15, 1995) S7'AIviPED MYLARS T[J PERMIT TECHNICIAN (SYL1SUZANNE) AFPR4ACH PERII+IIT # RC7ADIS WIDHTIS ~ 0 Ad~ AA-4).70jC 4.0~/ graNo ~ Aff %141 . cv- ~ ce_ fts-rb . 9 _,0!S t c ~ o , ci`~ Z Cv -3 6 - 4~S - ~ . ~ ~ _,.r ~ . •~~.~2 . ~ 4ZO . 9C~ rc.lvt~1~'1'l~J W1LL BE ASSESSED FOR COMMENCING WORK WITHOUT A PERMIT SITE STREET= 11812 E SPRAGUE AVE PARCEL#= 45211.0310 ADDRESS= SP4KANE WA 99206 PERMIT USE= UNKNOWN RETAIL ADDITON & REMODEL / EXPANSION EXISTING BUSINESS PLAT##= 001845 PLAT NAME= OPPORTUNITY HEIGHTS ADD BLOCK= 1 LOT= 4 ZONE= B-3 DIST#= F AREA= F/A= F WIDTH= 200 DEPTH= 130 R/W= 50 # OF BLDGS= 1 # DWELLINGS= WATER DIST = OWNER= ABORIOTES, GEORGE PHONE= 509 926 6068 STREET= 11812 E SPR.AGUE AVE ADDRESS= SPOKANE WA 99206 CONTACT NAME= GEORGE DORnN PHONE NUMBER= 50,9 32$ 5715; BUILDING SETBACKS: FRONT= NA LEFT= NA RIGHT= NA REAR= NA , . . REVIEW INFORMA.TION DEPARTMENT REVIEW'REQUIREMENT - BUILDING REVIEW COORDINATOR - J LARSON -T. Gq,.(2- COMMENTS: ~i BUILDING PLAN REVIEW REQUIRED l•<',~ IZ- 7_ COMMENTS: 0 ~ BUILDING ENERGY PLAN REVIEW REQUIRED 7 Q,r COMMENTS : ` Dc Yj'/tiI6S .4-7JD r-(jvitlpw'JON 0/lfL/. L.961 • ~ BUILDING ZONING/SITE REVIEW C,41~ - ~ COMMENTS : 5- / CMA REVIEW CRITICAL MATERIALS (AI,L COMM) ~1O J~f • . COMMENTS: ENGINEER SITE DR.AINAGE TO BE REVIEWED A~e~ /,Z• COMMENT S : ;,:~~C1j . ~ r~ ~.ctn1 ~ /.Z . Co . ~S_ ./~or 7 /,c1 L~ •S ~✓'ol,~c eT',i~'/Z ~'~'`~G✓ ~~.~JGs. ~ ~ar...~7. of~ .E~.c... , ~L lG HEALTHDIST INCREASE IN LOT COVERAGE impson Engineeas, nc. RECEIVED CIVIL ENGINEERS AND LAND SURVEYORS u~,« ~ u w5 N. 909 Argonne Road • Spokane, WA 99212 (509) 926-1322 • Fax: 926-1323 SPOKANE COUNTY ENGINEER ~ f ~ Tp; DOUG BUSKO, E.I.T. Spokane County Engineers Office SUBJECT: CENTURY LOAN, 11812 East Sprague Avenue: Road & DrainaQe !'Ians DATE: Deeember 19, 1995 , Attached a.re the following, as per your tclephone call to me on Dec. l 3: 1) Qne stamped & sicyned print of the site "Stormvvater Drainage Pian", revised to show the sidewalk and easement as discussed; 2) One stamped & signed print of the Union Road plan-profile, revised to show the sidewalk and easement; 3) Qne stamned & sinned capy of the description for the neNu easement for the sidewalk along Unian Road. Thank You, Doug Christenson Slgned . . . • _ . • • PT~.I~-~.f'PLIC;A7'IOT 1ZUC1'70~1.~ . . < • • . . ~ . ~ . . • ' . _ . . w • " ' : DA1L . ~ . . . . . . . . . . . . . : . . ~ ' . . ::i.. . . . :"1 . . LD . . AL~ IN~C'7~.:..::;:; PL~+►NNIN'~LNG'r~EERS°::-~~:`:I~E . . . . BUI . - . . . . . . . . . . . , . . . - . . . . . . . . - : _ . . . . _ . . . . - . . . . . . ~ . . FIRE DYST . ~S :CA~.?`C~::;::;-~:~:::~::: ~ . . . ~a:~ o . ~ . . . ~ ADDRESS: ~ OWNER: C ~ PHONE: ADDRESS: BUSINESS NAME: CONTACT: Xart~ PHONE: ADDRESS: &J . ~ LEGA.L DESCRIPTION: ~ ~ . PA.RCEL NUMBER: y.s'o?/J• o.3 0 9 .s&- o,3 J o ~ . ~ ~ . , DETAILED PROJECT DESCRIPTION: VALUE: . . . . .........r:...... " ' r:.:ri-v}' ' - ~ yY7bOG'~.s'ni'rc :i:: . . . . . ~ ~ • . ~ . . . . . . . . . ~ . ft~• ~ - : . . . . . " . . . ..._v..~.'_"':.__.....;..}::::•}::::::~:•: r}7}: ti~~:X..:~:':=::='-' . . . . . . . ~ . . ..f. • . . . . _ _ !t"••..... . . .IJ. . . . ~Y . . • ' . . , . , - ' ~ . . . . ~ . . . T~ I~I. ..5~ . r:..~ _ - . ~ . . . - - . : . :r>:::::y:::~:::::~::~ s::•.:::::•.z . - • - . . . . . . . . . . - - - . ~y~ . -:?r::f::::;.r:::::~~ ~ . •~ry, _ :i,;:.; • ' ' ...L:;::: . . . . ..._..-•.::~~F:~F1t::::.... • . ' . . . . - ~ :lo-5 .3p . . . • - . - • • . . . . . • : • . . - - . - . • . . t. . . _ . :C. x . iiii,t 'E~:i• ~~y ~t;: . . . .t:.:.. . . . w'. ~ ` . T i 3 ^ ~ r... . . . ~ :i . i . . . . . ::i:}:}}:} ' . . .....r.r . ..::i:::::~.::::::.:: . . . : . ' ' . ' . . . " . . . . . . . , _ _ ' . . ' , . . : . . . . . . . : . . . ' v r:•i::::; ::::'~:i}::: . . . . . . ~ ' . . . . . . . . .OORDINA . _ . ...R - • . . ' . . . . ' -E IE . V W CTOR....... - . . . . . . . . . . , 4AE..G`~~.U~z~ . . . . . . . '.Y•~Y~ ~ 1:~::.,:::4::.:::C7{ •~/7T•:, ' . . . . . ~ " " . ' ' ' ' . : . . i=i ' ' " ' . : ' . ~ , . . . p . ' ' . . . :J-~.l~l:;l;~b:'~ .`ii;..i-~~-_- • " ~ . " ' ' . IRCULATED.BY.:..:::......:.:::. - , . ~ C . . . ~ ' ~ - . . . . ~ • . - • - - - ' - ~ .:'rCV:8i9a : I PROJECT IyUMBER= 95009 APPLICATION 1 11/29/95 PAGE= 01 , • THIS IS NOT A PERMIT PENALTIES WILL BE ASSESSED FOR COMMENCING WORK WITHOUT A,PERMIT SITE STREET= 11812 E SPRAGUE AVE PARCEL#= 45211.0310 ADDRESS= SPOKANE WA 99206 PERMIT USE= UNKNOWN RETAIL ADDITON & REMODEL / EXPANSION EXISTING BUSINESS PLAT#= 001845 PLAT NAME= OPPORTUNITY-HEIGHTS ADD BLOCK= 1 LOT= 4 ZONE= B-3 DIST#= F AREA= F/A= F WIDTH= 200 DEPTH= 130 R/W= 50 # OF BLDGS= 1 # DWELLINGS= WATER DIST = OWNER= ABORIOTES, GEORGE PHONE= 509 926 6068 STREET= 11812 E SPRAGUE AVE ADDRESS= SPOKANE WA 99206 CONTACT NAME= GEORGE DOR.AN PHONE NUMBER= 509 328 5715 BUILDING SETBACKS: FRONT= NA LEFT= NA RIGHT= NA REAR= NA , . . ******************************,REVIEW INFORMATION'***************************** - DEPARTMENT REVIEW REQUIREMENT , BUILDING REVIEW COORDINATOR - J LARSON . COMMENTS: BUILDING PLAN REVIEW REQUIRED . -COMMENTS: . ' . BUILDING ENERGY PLAN REVIEW REQUIRED' • ' COMMENTS : ' - • BUILDING ZONING/SITE REVIEW " COMMENTS: ' . . . ~ . . . CMA REVIEW CRITICAL MATERIALS (ALL COMM) - COMMENTS : ENGINEER SITE DRAINAGE TO BE REVIEWED COMMENTS: ' , . . o .4 • ' , • • ' • ° • ' HEALTHDIST INCREASE IN LOT COVERAGE . ~ . . PROJECT NUMBER= 95009909 APPLICATION DATE= 11/29/95 PAGE= 02 COMMENTS: UTILITIES W/IN PRIORITY SEWER AREA COMMENTS: . FIRE DISTR FIRE FLOW TO BE REVIEWED COMMENTS: . , BUILDING PERMIT , • CONTR.ACTOR= DOFtAN JOHNSON GNRL CONTRS INC PHONE= STREET= 1503 W SHANNON AVE • ADDRESS= SPOKANE'WA 99205 . NEW= REMODEL= ADDITION= X CHANGE OF USE= DWELL UNITS= OCCUP. LD= BLDG HGT= 15 STORIES= .1 BLDG W X D= 152 X 75 SQ FT= _3784 SPRINKLER= N • REQ PARKING= 34 #HANDICAP= 2 CRITICAL MAT= N DESCRIPTION GROUP TYPE SQ FT •VALUATION , STORE BVN 3784 127861.00 ITEM DESCRIPTION QUANTITY FEE,AMOUNT . . . ~ COMMERCIAL'VALUATION Y 737.50 . ' PLAN REVIEW FEE Y • 479.38 STATE SURCHARGE Y 4.50 . : ENGINEERS REVIEW Y 50.00 COMMERCIAL SURCHARGE Y ' .255.54 ZOCD-BUSINESS ZONE; 124 Y 270.00 ZOCD-COMM SQFT-IK-SK; 127 Y 54.00 ' PAYMENT SUNIlMARY ~ PAYMENT DATE RECEIPT# - PAYMENT AMOUNT ,11/29/95 00011645 853.38 'TOTAL DUE= 997.54 TOTAL PAID= 853.38 PERMIT TYPE FEE AMOUNT AMOUNT PAID AMOUNT OWING , BUILDING PERMIT 1850.92 853.38 • 997.54 . . 1850.92 853.38 997.54 PROCESSED BY : JOHN I,ARSON . . ' ' • ' PRINTED BY: KATHY CUMMINGS ' . - ******************,r************* THANK YOU , ' ~ . . . ~ . I . ~ ~ . S Y O iC A O U N "t' Y OfrICF- nF Tf IE CC3UNTY CNCINL•ER • A DIVlSIQN nrTllC PUDI.IC WOItKS nCf ARIMEN'f Ronaltl C. IloriTiaiin, 1'.G., Cotiiity C:ngineer Uennis M. Scolt, f~., Ulreclor ~ , AGRErMENT TO AY rErS -r (e cN cIN c ER's Ac a r cN'i CNT N U M BCR ?liis a reement t~et~vecn S okai►e Count arici -C) f~.C-1 c_ g Y l-l « ai ~ wliosc- inlcrest in (lie rrojcct is , OU1 4v' ct G'~ ~ ~ ' ► --(M. n ; ~ , 1.) 0 is enlcrecl iri(o tl~is c~ ~7 c11 y of D0QGW. 1vlt, 19 '1'Iiis agreeiiient is arplicible to the rroject kriown as: . C~ Cc Cprc►Jtc c re srbtTiicnan i c n~ ict J Tliat Ilie inclivicltials ancf parties narnecl lierein as liaving aii interest in tlie above cleseribecl prorerty or projcct agree to the followiiig: 1. Reimhurse Spokane Cotieily for rrojeet review anci iiisrection fees as sneciCecl in Chapter 9.14 of (lie Spokane Counly Cocle. The fees will bc basecl oli aclua) snlary costs iricurrec] hy Spokane County for rroject reviews ancl / or inspeetions plus a teii pcrcerit acli»inislrative charge, ancl will Iie billecl iiiontlily as accruecl, /1liy final billing amotitits, to iiiclucle any late fees or attiy oiIier expcnses iiictirred iil tlle collection of an overclue accotiiit i»ust be paicl rrior io tlie County's accer(inee oF (lie rrojecl for filirig. . 2. Tlie undersigiiecl ngrees that tliese fees are c3ue an,c1 rayable urori reeeipt of (lie billing as specifiecl above. . 3. Any invoices not raief within 30 cfays of Itie iiivojce cJale wil) be subjectecl to a lale ~ fec cliarge vf l % rer tllontli (12% rer yeAr) oii tlie impaicl balance oC (lie accaunt ancl any aeeruec! (ate fee cliarges. In aclclitton, if any outstanclinb balanee on the account for Iliis project is not raicl witliin 30 c1ays of Ilie iiivoice date, rio flirtlier reviews of (lie rroject clociiiiierits will be conductec] u»ti) (lie erilire accatint balance is paicl. Any balaiicc oii tlte account fot tliis rroject iiot raid witliin 65 clays of the invoicc date i»ay result in lega) action or (lie 'tnitalion of otlicr collccliori rrocccltires, iiIc111cling rcfcrral lo a colleclion agcncy. 7lie Sponsor will hc (i<ible Cor zny ancl al) exjienses inctirrecl by (lie Couiity for (lie collectiott of overcltie accoiitits. 4. Tlie nlonllily billing shotilc1 bc sciit to (lie altcntioii af: ~ N AMC: OCK-2MO-7 Cetq ti°G"'cc-1 CoLg 4•'d rtec4j-L- ~ ~?►-G . ADDRL•SS: tav7 C4 CI7'Y, S"I'ATE: ~'-~.G2 i°_ ~ ~Jc3' Z1P CODE: y-j (0 P 1 I O N L - I unclers(and that failurc to pay thesc Fees may result in clclay in conirletion or approval of the projcct or )tfier rossible sanctions. ❑ 1f tliis fcc ngrccmcnt is conirlctccl by somcone otlicr than tlic So~oiisor (i.c., ((ic project owncs or aprincipal in tlie (irrii spc~nsoriiig the rroject), sticli as tlje rnsiiieer c.lesigning tlic prc,jcct, Iliesi wriltciti atilhorization froiii thc Sponsor spcciiicnlly niilliorizitig tl►c Agciit to cxcctite iliis re Abreeme»t i -,Wacltccl lo thts Fee Agreeiiient. srcNATvizr By: ez%fd (t'RINT NAMC) Zi?TURN YELI,OW CnPY Tt) SIvOKANC CUUN'('Y LN(;iNCERS . ~..~n........... f__ ■W1,et • ~ . ' , , • . . . . . _ . . - , . . . ' . I~~ i Ifi oi= i~~i~Y..~~~1~~ ~ Nii , ~ . . _ . . . . . . . . . ~/~J~11t1~lY~ . . . . . . . . . . ~/v~•--..._.._._..__. . . . . _ . . . . . . . . . . . _ . i6 ~ fQ1~~. ~~~ec~ti~~rioN :ci:i€ci~ . . . . . . _ . . . _ - _ ~ l.EfifiER-fttof~1 ~sc~~c~ _ . - - AQi~~~f~~N r~. _ . . . . ~ 1~PP96Acfl_PFAMIr...---------~-------. . -.-.--.X....__... ___'_,y' '.~T~..'~~". . . _ _ ~ ~ . . . . . .r..~ .~~...7.r. ~T«' ~ j'''_:...........~. . .7 • •i • :y v.~ 1. i-~ 'r,1^ r..,}~..~~~~ . ~ { ~ ~•~y... ~~'~r.'_""' ..:i • , ~ ~ ~ _ _ . . . . ~ . _ _ . . . . . . . _ ~ ~ _ _ : eCALE + ^ - - . - - - . . x ~ X . . ~ noAU i3A~i~i€e- ~ . . . _ . . . . . X . . . . ~ . nivv FAUlEf~efo~Ns..._ . . . ~ _ . . . . . . . x . . . W _ . . . . . . . . . .x . . . BET-AsiDE-liowrl o11 ..~~la... . . _ . . . . GAe . - _ . . . x . aTAMF" ~ . X ~ . . ~AV]HD]sui~~ce J6961i~loii" . . . . . . . X ~ . . . . . ~ - - TRAF ric ciRctll~1~~ic~~1 P Fi X x 1 . . . . . . . X . . ~ . . - - LANDs(Wff KAN (266 c61,1f i_(c 1) ~ . Q:IjW8HfflJiII-AIFf3**fasi'i 610*4.De1e0 . . . . ~ . . . . x..... - . . . _ . _ . . . . ~ . . . _ . . . _ _ . _ . ' . ~ ~ ~~T~T • . •s. . . . - ti' nA 1'IAljt. ....._i__ ; _...r.._... _ -..r....--...-.... . . = . _ ~ - . ,:-2_ . o' ;i~ _ _ . s •:JL; :..'t. ~ 604Ot19flUc loll . . . ~ . . . . X . I rvA~ ol'~oof . sw~le voiul»e cUiail0114 ew~~~ cross ~~~ii~ri___..---._..._..__.------...._.._ . X . . 'Pio 60vO)ap84 hoal Uev~lo~~c~ Cohdiro~- - i . ~ . _ . _..x _ ~ ~sP€ciAt~ eOiL 1fffs* uifiO f cAlUt.ATioNs _ . . _ _ . . . . . . . . . _ . - Pr~RJAV7-cTtn EACuLATONs . . _ ~ . . . . . . . . _ . . . ~ o x~~~ c~LcUi~Tiof~s ~ _ _ _ . . _ . . . . . - _ . . . . . . . ~ fitT€ ~r IDREWI 1614 cALce._.. . _ . - . . . . . . . . . . - - . - - Y~67C~A~Yele - - -jI'_ 1~~7f . . . :r.i::-:.._. ~ ~ .i..•~?;Ti?: i~. •.i • • ~`~~F~ V• • .t, i • . . ~ . . . . .~i^~~i~~_..1_i...~ir'..'•~.~I • w. ._.~Z._.~ ~ ':'1'. iJ...~~~~3.i.._.i.;. _ ~:u~ ,t. O~~~r01N . _ = . . . ~ ^ _r~_~~_ - . . . . . _ . . _ . . . _ . . . . . . _ . _ . - - - ~bI1C 1t11dt~C ~ 8c~1 _ . . . . . . . . . - - . ; _ . . : : . . x. . . ~--..r...... _ _ ~ ouiTer~~or~~e~_~o.e~~i' . _ . . . ' . . , cloe9's o 2.ovc=d:_°ioZ--.._... . . . b~~Tii~ e~tte o► ~ ~ ~ P- _ bF01110e oil i'~a L Iy _ . ~ . . ....1~.._.._..- ~ CUrv! a~~l jt ..1_ ve►nqni~e ec~~oh . . . - - - - . . _ . . . . .....X_~. . - fiqperelfooIT 0 . . . . . . . _ _ . . . . - . . . . . . _ . . . . . . . ~ . &nd- pfYi~r_ _ _ ~ _ . . . . r_..... . ~ - oV~rlte~4 ei~nejur~........_ . . . . . . . . . _ . . . . . _ . . . ~ ~ ~ ~ ~ . : ~ ~ ~ ~ : . . ~ . . . , . . . . . . ~ . ~ . ~ . . , . , . . ~ . . . . , . . , ; . . . . . ~ ~ , . . . . . . . ~ , ; . . . ~ . ~ . ~ - . . . - • . . . R~EVISED: `PLI~.I~I 5~:~;;.;,~ • Spokane CountylJisi9on otBuildmgr • Klat 1016 Bra+duay • Sjx*rine, R'ashJngran 9M •(,R9) 4,f6-J67.f DATE: ~3~ (9 '1 S ~ PROJECT ADDRESS: PROJECT NAME,/PERMIT USE: WHAT INFORMATION ARE YOU SUBMITTING TODAY? Revised site plans Revised landscape plan Revised drainage plan , Revised parking plan Revised floor plan t ' Construction drawings ~ ~ Other (please list): Other (please list): WHEN WE HAVE QUESTIONS ON THIS SUBMITTAL, WHO SHOULD WE CONTACT? NAME: ~ cJc, C COMPANY: . ~ PHONE: YOUR NAME: ~ THANK YOU. v\ 6impson 1;ngineefs, Inc. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road • Spokane, WA 99212 (509) 926-1322 • Fax: 926-1323 , TO: Spolzane County Engineers Ufiice, c/o Spokane County Building Department SUBJECT: CENTURY LOAN: Addition to Existing Building -"208" Drainage Plan DATE: November 14, 1994 1st submittal Attached are the following, for the proposed addition to the existing bt.iilding and repaving ai 11812 East Sprawe Avenue in the Spokane Va.lley : 1) Two prints of the "208" Dra,inage Plan, and 2} Two copies of the Stormwater Drainage Report Call me if you have any questions at 926-I322 Thank You Doug Christenson Slgned . A SL~:.t~ ~ I"ur sccucily llurposrs auly, GEORGE & ALICE ABNRIOTES ht;Ct;by assibus 14 SI'tWANI: COUN'I'Y, u pulil'Icul subdivJsioll uf ti►c; Slulc: uf Wuslii►iglui,, ►lic lulluwi,ib: , S:,vi~ip Gcr1ilicu1u NuuiUer 6907400-KS4 - • in iue. foce oawuul uf 3288.45 : au4 114;14 1n oucl Uy Hf1RT7f1N' (:uRI=L_llujo uauk uf . liruuc:lt : 'll,is usaibmulwul 4 uladc us sccurily fur Illu I'ull ai«1 iuitl,l'ul ~~~~lucu~~u►:c: Uy _._~~pk-.JIIH~lSOAI-T--GEAIERAL--C.Q~-',L-T uf c:rftaiu ruuds, utuuuuiuuls uud cJraiiiabc fw:ifitiLs I~0r GEOB E & ACICE ABARIOTES i►5 5jw6[iW lu 11lt; lypicul sccliuu aud ro;+dway imj,ruvwum<< fuc sc141 j)j*ojCc:t, t1~~j%;j'! DECEMBER 2q 191 5 , uuct ull lik; iu llti; C)lliL;u uf 114c: SNubuuu C.,us,►y [:ubilwul. ~ " Auy luwrusl beuefils Acc,tulug uuOcC suid saviubs c:c:r1i14;a1C. sllall 1"tolulu iIiu propui'ty of DQRAN' JUHNSON . SalJ SaYU1g5 Cl;fl111LU1c% lu uc: r0casW tu fIURAL. 1.OdNSOh, (iNARAL CONTRACTORS : ur uuy olh::r purly uuly wilu tue jyiur wrilicu wusc:u1 auc1 abrc:c:«►c«t of SNubalic: Cuuuly. 111tUVlDED, t'Utt'!'lll:lt, kIic 11~1d4;rsib1►c4 ducs IicCuUy autliutize, '~IZQN-„rREDIT l1NIQN . tu iiay ova< <u Spuliauu Cuuuly ull or a sulliciLlil pulliuu u[ ll►u j,iu„ic:s iu lI►t; saviubs L:c;i-iificaw lC:~~1L;iiL:c:J llw.uiuaUuvs; upuu wrillcu clucuilwululiUu uL:illg rc:cc;ivW Ciout I!►u 5p4auu C'uuiity,l_'11bltl4xr iuJi4atiiib il►a< <t►L; pulil.Ist;s l•-ii' WlliLl► tliv. SaV41bS C441lfiCatc: w4S aSSibuca Iiavc Iwt Uc:cu t'ully aua laitl►fulty 11cifuifuwo us fWjt,i1c:►! uij►1 a ytajCjuc:ijt uf 111a1 utjjUujjl uf uwue:y w1141 1114; (_'Uu«ty l:ubil►ucr as rciluil-uL1 4114 u sl:,liuieut L)C I11a1 ailluu111 uf ii►uiiuy w1,i•:11 11ic Cuui►iy l.:118iuucr ac:wtjs ucccssai-y ju cuuip1clu suLh uUlibaiiuu, 011014 ~~Ck;L:ij,j uf ,licll wjillcjj ►lU4u~~~u~~l;ati,,~i, -JMtL QAN_ GENERAL CONj. I1~f4y ~uti~u~u~s , lu f`tuasc; lu 5pbum: Cuuuly lliul'u111(juul uf muiiey c~:~luusl~;~1 uI) lu 11~~ 104xiu►u«1 auwuyt i,< <lic: a;.lvijyba 1;k:jIiFwU1+%. ~ PAXI:U iiiis 27th clay ur __QECEMBER , 199 5 • . . . . 11AN1: c 11; _rLiQ.BIZ.Q~ (-,M UI_jjN_1QN_ _ ^ . . . ' Ron A71en, Branch Manager Al)D1t1:55 S. 1204 PINES , SPOKANE, WA 99206 . ' "L11' Lc ~1~~i • 7 )"1XXfI;U G E8''RG E ABARIOT E S V G~~~~~ L ~ ~ • ' ' : ~144HX6XX ALICE ABARIOTES , : 19 ~ . . 1~A• ~~J.u ii,is ~-7 jay ~~f /1, i- - A!~-;~a~ t~~v_i..0r1:rz 5'I'A`i'I:- Uf- WAS! i1NCj'1'()N ) . :ss cbuuly of Spokauw ) . . 011 lljis tlay `,utsuually uppearc:j uclufj; uw GEORGE DORAN , lu ulu liuuwu lu 114; tliu ilWivfclual tlu5criUua iu ulikl wliu uxctmcil Itic: williiii alicl foreviq'iliswuiucul, um►1 11ia1 HE sibuc`►t! Iliu satiju as HIS fi'uc aiid vuluulaiy aL1 ultj JCccl, f0f Illu uSLa :►l,tI j,uil,k,~Ca tliCiCi« t►i~ti~i~~u~:►l. ~ GlYf--N l-1NDl:lt NlY 1j~Ot~ Al. clay ul J)e'ca-la.-t,~.~.~~____ 19 9 ~ O •'~,ON~~~~~NN'. ,I~ C . , ~ : • ,C'~J , 1 ~V• i / J_ ' : 12ulaiy 1'ublit; li► uni,l fur ti►c tuw. uf Wc,shin6<ul1, . . : z , . ; . ~v4. . ~ • • IL : ( js % 6. ~ : . . v ~ •qN.10t.. ~ ~~'9j~ ~yu~~~b~~.~u~►ir~~ OF WPc~,,~ . ~ S 1P, C) J< A, Iv 1E u 2v -r -y- DNisIOi'+1 fJF ENGINEERIIITG AND ROAaS • A DIWSION OF'F'HE PUSLIC LVORICS DEPARTMENT William A, Johns, P.E., Acting Caunty Engineer Dennis M. Scokt, F.E., T)irector Pre=Construction Commen.ts Century Loan Building Addition E. 11$1 2 Sprague B951?G Road Imnravements l, ,Pxovide d,rainage controls far roadway. 2. Submit a full-size raad plan, showi,ng pxan and prof le of roadway. Show the existing as_phalt width and, centerlineled,ge of pav~~ent elevations. Include the canstruction of sidewalk in road plans. 3, The 18' approach on the east side may nQt be wide enough for ~ire departinent vehicles. 4. A bond will be required far the construction af the raad impraverrients, and also for the engineering project management setvices. Qn-site Drainage 5. Add notes for the reconstruction of the existing swa1e, if it is required. 6. Add note to install solid lid on the drywell #hat is being abandoned. 7. Please subinit a capy of th,e larr,dscape plan, sl-towing that the landscaping does not interfere with access through the 10' maintenance drive vn the east side. Doug susko3 E.I.T. 1 2/6/9s 1026W. Broadway Ave. 0 Spokane, 4VA 99264-0170 '{509} 456-M0D FA7t: (509) 324-3478 Tf.)D: (509) 324-3166 STREET QUANTITIES PROJECT NO.- B95176 DESIGNER- DWB DATE- 12/21/95 PROJECT DESCRIPTION- CENTURY LOAN ADDITION E. 11812 SPR.AGUE STREET # 1 NAME- UNION LENGTH- -115.00 FT. WIDTH- 3.50 FT. BEGINNING STATION = 500.00 ENDING STATION = 385.00 ONE SIDE ONLY PWIDTH= 13.50 EWIDTH= 10.00 QWIDTH= 0.00 TERM # 1 : CHOPPED TERM # 2 : CHOPPED ITEM MEASUREMENT QUANTITY SURFACE AR.EA- -402.50 S.F. ROADWAY EXCAVATION 0.67 FT. -9.9 C.Y. CRUSHED SURFACING TOP COURSE 0.50 FT. -7.5 C.Y. CRUSHED SURFACING BASE COLTRSE 0.00 FT. 0.0 C.Y. ASPHALT CONCRETE 0.17 FT. -5.1 TONS CURB TYPE B EXISTING 0.00 FT. PROPOSED -115.0 FT. TOTALS ROADWAY EXCAVATION -9.9 C.Y. CRUSHED SURFACING TOP COURSE -7.5 C.Y. CRUSHED SURFACING BASE COURSE 0.0 C.Y. ASPHALT CONCRETE -5.1 TONS BOND ESTIMATE PROJECT Century Loan E. 11812 Sprague NAME Doug Busko DATE 14-Dec-95 - DRAINAGE ITEMS UNITS QUANTITY PRICE COST 1) Drywell - Type A EA 1250.00 0.00 2} Drywell - Type B EA 1560.00 0.00 3) Grate - Type 1 EA 315.00 0.00 4) Grate Type 2 EA 340.00 0.00 5) Grate - Type 4 EA 300.00 0.00 6) Backfill For DW CY 16.00 0.00 7) Concrete Inlet EA 750.00 0.00 8) C.M. Pipe 10" Dia. LF 23.00 0.00 9) C.M. Pipe 12" Dia. LF 27.00 0.00 10) C.M. Pipe 15" Dia. LF 27.80 0.00 11) C.M. Pipe 18" Dia. LF 31.50 0.00 12) Precast Manhole EA 1500.00 0.00 13) Solid lid EA 310.00 0.00 14) Ditch Excavation CY 10.00 0.00 15) Sod SF 0.70 0.00 - - - - - - - - - - - - - NON STANDARD DRAINAGE ITEMS 1) \10Ibert Vault Curb Inlet EA 250.00 0.00 2) 0.00 3) 0.00 4) 0.00 5) 0.00 6) 0.00 - - - - DRAINAGE SUBTOTAL 0.00 16) Monuments EA 185.00 0.00 17) Barricade LF 33.00 0.00 18) Street Signs EA 85.00 0.00 OTHER SUBTOTAL 0.00 - - - - - - - - - - - - GRADING, SURFACING, CURB, AND SIDEWALK 19) Rough Grade CY 9.9 10.00 99.00 20) Top Course CY 7.5 16.00 120.00 21) Base Course CY 16.00 0.00 22) Asphalt Concrete Tons 5.1 44.40 226.44 23) Curb Type A LF 7.00 0.00 24) Curb Type B LF 115 8.00 920.00 25) Curb Type R LF 8.00 0.00 26) Sidewalk SQ YD 150 16.70 2505.00 NON-STANDARD ROAD ITEMS 1) 0.00 2) 0.00 3) 0.00 4) 0.00 GRADING AND SURFACING 3870.44 GRAND TOTAL 3,870.44 BOND ESTIMATE - - - - - - - - - - - - - PROJECT Century Loan E. 11812 Sprague NAME Doug Busko DATE 14-Dec-95 - - - - DRAINAGE ITEMS UNITS QUANTITY PRICE COST 1) Drywell - Type A EA 1250.00 0.00 2) Drywell - Type B EA 1560.00 0.00 3) Grate - Type 1 EA 315.00 0.00 4) Grate Type 2 EA 340.00 0.00 5) Grate - Type 4 EA 300.00 0.00 6) Backfill For DW CY 16.00 0.00 7) Concrete Inlet EA 750.00 0.00 8) C.M. Pipe 10" Dia. LF 23.00 0.00 9) C.M. Pipe 12" Dia. LF 27.00 0.00 10) C.M. Pipe 15" Dia. LF 27.80 0.00 11) C.M. Pipe 18" Dia. LF 31.50 0.00 12) Precast Manhole EA 1500.00 0.00 13) Solid lid EA 310.00 0.00 14) Ditch Excavation CY 10.00 0.00 15) Sod SF 0.70 0.00 NON STANDARD DRAINAGE ITEMS 1) Wilbert Vault Curb Inlet EA 250.00 0.00 2) 0.00 3) 0.00 4) 0.00 5) 0.00 6) 0.00 DRAINAGE SUBTOTAL 0.00 - - - 16) Monuments EA 185.00 0.00 17) Barricade LF 33.00 0.00 18) Street Signs EA 85.00 0.00 - - - - - - - - - - - OTHER SUBTOTAL 0.00 GRADING, SURFACING, CURB, AND SIDEWALK 19) Rough Grade CY 9.9 10.00 99.00 20) Top Course CY 7.5 16.00 120.00 21) Base Course CY 16.00 0.00 22) Asphalt Concrete Tons 5.1 44.40 226.44 23) Curb Type A LF 7.00 0.00 24) Curb Type B LF 115 8.00 920.00 25) Curb Type R LF 8.00 0.00 26) Sidewalk SQ YD 150 16.70 2505.00 NON-STANDARD ROAD ITEMS 1 ) 0.00 2) 0.00 3) 0.00 4) 0.00 GRADING AND SURFACING 3870.44 - - - - - - GRAND TOTAL 3,870.44 BOND ESTIMATE - - - - - - - - - - - - - - - PROJECT Century Loan E. 11812 Sprague NAME Doug Busko DATE 14-Dec-95 DRAINAGE ITEMS UNITS QUANTITY PRICE COST 1) Drywell - Type A EA 1250.00 0.00 2) Drywell - Type B EA 1560.00 0.00 3) Grate - Type 1 EA 315.00 0.00 4) Grate Type 2 , EA 340.00 0.00 5) Grate - Type 4 EA 300.00 0.00 6) Backfill For DW CY 16.00 0.00 7) Concrete Inlet EA 750.00 0.00 8) C.M. Pipe 10" Dia. LF 23.00 0.00 9) C.M. Pipe 12" Dia. LF 27.00 0.00 10) C.M. Pipe 15" Dia. LF 27.80 0.00 11) C. M. Pipe 18" Dia. LF 31.50 0.00 12) Precast Manhole EA 1500.00 0.00 13) Solid lid EA 310.00 0.00 14) Ditch Excavation CY 10.00 0.00 15) Sod SF 0.70 0.00 NON STANDARD DRAINAGE ITEMS - - 1) Wilbert Vault Curb Inlet EA 250.00 0.00 2) 0.00 3) 0.00 4) 0.00 5) 0.00 6) 0.00 - - - DRAINAGE SUBTOTAL 0.00 16) Monuments EA 185.00 0.00 17) Barricade LF 33.00 0.00 18) Street Signs EA 85.00 0.00 - - - - - - - OTHER SUBTOTAL 0.00 GRADING, SURFACING, CURB, AND SIDEWALK 19) Rough Grade CY 9.9 10.00 99.00 20) Top Course CY 7.5 16.00 120.00 21) Base Course CY 16.00 0.00 22) Asphalt Concrete Tons 5.1 44.40 226.44 23) Curb Type A LF 7.00 0.00 24) Curb Type B LF 115 8.00 920.00 25) Curb Type R LF 8.00 0.00 26) Sidewalk SQ YD 150 16.70 2505.00 - - - - - NON-STANDARD ROAD ITEMS 1 ) 0.00 2) 0.00 3) 0.00 4) 0.00 - - - - - GRADING AND SURFACING 3870.44 - - - - - - - GRAND TOTAL 3,870.44 STREET QUANTITIES PRDJECT NO,.- B95176 DESIGNER- DWB DATE- 12/14/95 PROJECT DESCRIPTION- CENTTJRY LOAN ADDITZON UNION ROAD IMPROVEMENTS STREET # 1 NA&IE- LTNTON LENGTH- 115.00 FT. WIDTH- 3. 50 FT. BEGINNING STATIQN = 385.00 ENDTNG STATION = 500.00 QNE SIDE ONLY PWIDTH= 13.50 EWIDTH= 10.00 QWIDTH= 0.00 'I°ERM # 1 : CHC]PPED "FERI'JI # 2 ; CHOFPED I TEM MEASUREMENT QUANT IT~ SURFACE AREA-- 4 02. 50 S . F . RUADWAY E~~AVATION 0.67 F"F. 9.9 C. Y. CRrLTSHED SURFACZNG TOP COURSE Q. 5 0 F"T. 7.5 C.Y. CRCJSHED SURFACING BASE COURSE 0.00 FT. 0.0 C . Y. ASPHALT CONCRETE 0.17 FT. 5.1 'I'ONS CURB 'Y'YPE B EXISTIIVG 0.00 FT. PROPOSED 115.0 FT. SIDEWALK EXISTING 0.00 S . Y . PROFOSED 76.7 S . Y. -----------------r --rt v ----v -v - _ -T TOTALS RD.ADWAY EXGAVATIDN 9.9 C . Y. CRUSHED SURFACING T0P COURSE 7.5 C . Y. CRUSI3£D SURFACING BASE COURSE 0.0 C . Y. AS PHALT CONCRRTE 5.1 TONS CURB TYPE B 115.0 FT. SI DEir+TALK 76.7 S , Y, ;7~.~ -5.~. STREET QUANTITIES PROJECT NO.- B95176 DESIGNER- DWB DATE- 12/14/95 PROJECT DESCRIPTION- CENTURY LOAN ADDITION UNION ROAD IMPROVEMENTS STREET # 1 NAME- UNION LENGTH- 115.00 FT. WIDTH- 3.50 FT. BEGINNING STATION = 385.00 ENDING STATION = 500.00 ONE SIDE ONLY PWIDTH= 13.50 EWIDTH= 10.00 QWIDTH= 0.00 TERM # 1 : CHOPPED TERM # 2 : CHOPPED ITEM MEASUREMENT QUANTITY SURFACE AREA- 402.50 S.F. ROADWAY EXCAVATION 0.67 FT. 9.9 C.Y. CRUSHED SURFACING TOP COUR.SE 0.50 FT. 7.5 C.Y. CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y. ASPHALT CONCRETE 0.17 FT. 5.1 TONS CURB TYPE B EXISTING 0.00 FT. PROPOSED 115.0 FT. SIDEWALK EXISTING 0.00 S.Y. PROPOSED 76.7 S.Y. TOTALS ROADWAY EXCAVATION 9.9 C.Y. CRUSHED SURFACING TOP COURSE 7.5 C.Y. CRUSHED SURFACING BASE COURSE 0.0 C.Y. ASPHALT CONCRETE 5.1 TONS CURB TYPE B 115.0 FT. SIDEWALK 76.7 S.Y. + 73. 3 s. ~~I X"2Aq P2_6V L- . STREET QUANTITIES PROJECT NO.- B95176 DESIGNER- DWB DATE- 12/14/95 PROJECT DESCRIPTION- CENTURY LOAN ADDITION UNION ROAD IMPROVEMENTS STREET # 1 NAME- UNION LENGTH- 115.00 FT. WIDTH- 3.50 FT. BEGINNING STATION = 385.00 ENDING STATION = 500.00 ONE SIDE ONLY PWIDTH= 13.50 EWIDTH= 10.00 QWIDTH= 0.00 TERM # 1 : CHOPPED TERM # 2 : CHOPPED ITEM MEASUREMENT QUANTITY SURFACE AREA- 402.50 S.F. ROADWAY EXCAVATION 0.67 FT. 9.9 C.Y. CRUSHED SURFACING TOP COURSE 0.50 FT. 7.5 C.Y. CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y. ASPHALT CONCRETE 0.17 FT. 5.1 TONS CURB TYPE B EXISTING 0.00 FT. PROPOSED 115.0 FT. SIDEWALK EXISTING 0.00 S.Y. PROPOSED 76.7 S.Y. TOTALS ROADWAY EXCAVATION 9.9 C.Y. CRUSHED SURFACING TOP COURSE 7.5 C.Y. CRUSHED SURFACING BASE COURSE 0.0 C.Y. ASPHALT CONCRETE 5.1 TONS CURB TYPE B 115.0 FT. SIDEWALK 76.7 S.Y. - 7.3. ~TZ e~A~~ ~~c- • BOND ESTIMATE PROJECT Century Loan Addition E. 11812 Sprague NAME Doug Busko DATE 21-Dec-95 - - - - - - - - - DRAINAGE ITEMS UNITS QUANTITY PRICE COST 1) Drywell - Type A EA 1250.00 0.00 2) Drywell - Type B EA 1560.00 0.00 3) Grate - Type 1 EA 315.00 0.00 4) Grate Type 2 EA 340.00 0.00 5) Grate - Type 4 EA 300.00 0.00 6) Backfill For DW CY 16.00 0.00 7) Concrete Inlet EA 750.00 0.00 8) C.M. Pipe 10" Dia. LF 23.00 0.00 9) C.M. Pipe 12" Dia. LF 27.00 0.00 10) C.M. Pipe 15" Dia. LF 27.80 0.00 11) C.M. Pipe 18" Dia. LF 31.50 0.00 12} Precast Manhole EA 1500.00 0.00 13) Solid lid EA 310.00 0.00 14) Ditch Excavation CY 10.00 0.00 15) Sod SF 0.70 0.00 NON STANDARD DRAINAGE ITEMS - - - - - - - - 1) Wilbert Vault Curb Inlet EA 250.00 0.00 2) 0.00 3) 0.00 4) 0.00 5) 0.00 6) 0.00 DRAINAGE SUBTOTAL 0.00 - - - - - 16) Monuments EA 185.00 0.00 17) Barricade LF 33.00 0.00 18) Street Signs EA 85.00 0.00 OTHER SUBTOTAL 0.00 GRADING, SURFACING, CUR6, AIVD SIDEWALK 19) Rough Grade CY 10 10.00 100.00 20) Top Course CY 7.5 16.00 120.00 21) Base Course CY 16.00 0.00 22) Asphalt Concrete Tons 4.9 44.40 217.56 23) Curb Type A LF 7.00 0.00 24) Curb Type B LF 115 8.00 920.00 25) Curb Type R LF 8.00 0.00 26) Sidewalk SQ YD 76.7 16.70 1280.89 - - - - - - - NON-STANDARD ROAD ITEMS 1) 0.00 2) 0.00 3) 0.00 4) 0.00 GRADING AND SURFACING 2638.45 - - - - - GRAND TOTAL 2,638.45 . • i ~ impson Engineens, Inc. CIVIL ENGINEERS AND LAND SURVEYORS QE""'► +2 1695 N. 909 Argonne Road • Spokane, WA 99212 (509) 926-1322 • Fax: 926-1323 gppKA,JE t;Ulti~ y YL1iGt~lEER . . . , TO : W • SUoKane c,oun ,~'yhngineers Sffice , SUBJECT: CENTLJRY LbAN, 11812 East Sprague Avenue: Roa.d & ,t)rainage Piw ' DATE: i)eceimer 1 t, lyyJ AM 7aclM are flic fo"! owi'ng: . , i~ . , revis . L j Y fls'ee St~~ -t - as per your revi 13.1.i. iT1:opy oi approvai signanue . . 4TLompt'efe-d-**Spokane Coun y t.,necbtist". '.l ha.nk Y ou, boug (:hnstenson , Signed R SP~ K~ I rs u~~I0N .FZ . -fFSM • R ,~s~ . WSs~t ~T10 • 4„~ ~,1 t) ~ P~,,N Et.~ 5001 ~ Cp,,a,fl - . ' C~~ • 55 ~ . at ~ ~S1 ~ ~ - ~ E1-~~' ' ~O . ~ . . • ~ . it'~~ Y ~ • ~ " • - . ~ . _ ~ . - N,p ~-~-~'°"r ~ ~ . . 5 eR~ J~ . ~ . • ~ N1 T ~ 0 N.i R~C- - • . . . .p d. - • . ~ . . . ~ ~ ~ ~R~, . , . . , . . . ~ ~l~'~' . . . . ~ . . . AY . . . . . . . . . ~ . , . . ; ~ . . , . . 97 •i3 ~ ~ ~ . ~1`,, . . . . . . , . ~1..ry ~ ~ . . • . ~ , . . ~ • . . . . ~ . . • • :+G~ ~ ra ,5't"A~yp~•~''fl . . . , , i . • ' ~ ~ , ~ ~ ' - ~ O►'.yG~ ~ ' (~p U r,,,ST ; " . , • . . ~ • S0 ' ,gti = _f---°' ~g"P `~`t''J~ ~ • . , , . . . . . . r t I ~ • ~ ~ , ~ : . • r • . . . . . . ' • ~ ~ . . . • ' ~ . , ~ ' / ' ' . • ' . ' . . „ . • ~ . ` ' . . r ~K.' si' ' ~ ~t s . . . . • , • , . - . , . . . ~ f ~ . , " Q ' , a ' • . , ' ' . . . . ~ ~.J ' • , ^ • • • . , ~ ~ , • r ~ • ~ ' • . ~ ~t,~ • - . ~ ' _ • ' : ' , . ' , ' • . - . • ~ , . . . , • : . • . , , . , . • , . a , ~ 1 . . , , . . . _ ~ ' - ' ~ ~t ~ . . • . . 't ' . . . . . . ~ . . , _ . . ~ _ ~ ` . . ~ , ^ ~ . . ~ ! i • ' ~ ~ . , ' . ' ' . ' ' ` . ~ . ` ~ , " • ' " " • ' , 6L)Y - ~t ~ss- ~'~a~ . . • , • ' . L_M t-,Ty ~a ~ . . . . , - , ~ . . • ~ . . E . ~ ~o P,~L'~ • , - , . . . . . . : . ; : . , . . . . ; . . . . ' , ' . . . . . . , . , . . . ' ' Pp J ~ 1 ` ' ~ ~ , . ' ~ • ' ' . . . ~ ~ ♦ , . . , ~ ~ - ' J ~ • ~ REPORT OF12/6/95 PitF,-CONSTRUGTION CONFERENCE 11812 E. Sprague Ave. - Retail Addition ~ w i Nr ~ w;Btti~'~' _ qwA On~N~ r rr . #(~NTk/1~0'R ~C~oo~a""~t ~ (15~13"~~~SbaanamA _ . ~ +~vV~~ STATE ENVIRONIIENTAL FOLICY ACT (SEPA) The pcoposel was reviewed by the Division of Buildings for compliance with the State Environmental Policy Act. A threshold determinacion ie not roquired based on WAC 197-11-800(1)(C). PROJECT OVERVIEW Applicaat proposes to construct a 3784 sq ft addition. Pawn One will occupy a portion of the addidon and potential of 2 other tenoats to leasa the ramaining portion of the nddition. Each future tenant will nced a permit to occupy and submit a critical material list. MUNiNtARY OF PROPUSED . F-3 rwY1' F iy~r DISCUSSION TOPICS (ekrifications, sdditiorts, and consctiorn to wrimn eommnts) DMSIUN OF BUILDINGS ZONWG REVIEW (456-3675) CONTACT: TOM DAVIS * Written comments were preparcd & a copy given to the applicant. • Submit parking calculations. * Combine parcel with a Certificate of Eacemption. . ENGINEERING & ROADS (456-3600) CONTACT: AOUG BUSKO * Wriuen comments were prcpared & a copy given to the applicant. • Submit road plans including the construction of a sidewalk. Bond is required prior to release of the building permit. # A solid ]id must be installcd on the drywell that is being abandoned. # Submit a copy of the landscape plan. HEALTN DISTRICT (3241560) CONTACT: DARYL WAY # Submit a critical materials listing. * Contact local refuse company regarding location of dumpster, to allow turnaround for theic vehicles. * All consiruction debris must be taken to a licensed disposal facility; no on-site burning or burial will be suthorized. * The Health District is ok to release their portion of the building permit. FIRE DISTItICT NO. 1(9?.ti-24b2) CON1'AC'i': PAUL CHASE # Knox box is required for future tenants or change current knox box key to a master key for all tenants. DIViSION OF BUILDINGS PLAN REVIEW (456-3675) CONTACT: JUN MASCAltDO • Wriuen comments were prepared & a copy given to the applicant. * For information oa the Americans with Disabilities Act, call 1-800-435-7232. * Effective 4/1/94 all commercial projects shall demonstrate complience with the Non-Residential Energy Code. * Relocation or demolition of existing gas station is required. # Verify van accessible parkiag stall size. UTILITIES DEPARTMENT (3243469) CONTACT: JIM RED ~ Provide utility location. SEE ff VERSf fOR PERM/T fFLEASE REOWAEMENTS • I ~ ~r. ~ ~ FEWMIT RELE1l4'E REQUIR-ENENTS Pkaae submft seven (T) scts of reWstd Ate, dralnage, and fandscape p!ou plrbs awo (2) campleu acU af comtructlon draw[nga ra dr Dtparxmcw of Brarkiingsfcr ackxowldgemcnt mrd drsmbuiiun Ta all tl+c apprnprfatc ggencies. !n arder, fnr a!i agcnrica ta arpedi#au.s!'j► process your prajrcr, Jt is tmporxamt that submtuals inc4de aU nccessary draw[ngs arnd docamcnts tn Jnsiura dw x+rvlcw nf your pmjctt Is eampfrud !n thc lrast amaunt af rimc. Dvcumcnxa alou#d Fnc4de: bu#k!#ng addresas und lcgut dcaerfp#em af ProPrrt}"-. Spokane Cvun#y`s Praject Review Coardinetor will be Jahn Larsort a# the Dlv. of Buildings (456-3675). z4NTHO EAI4INEERS HFAL'1H F1RE BuIIDfFtC3s - 1 Parkirtg galls (number, in y dimennio~ass+o~wa} X'~' ~ 2 IDxiveway$ & all raad appmachea x I I I 3 Road pIan►a ~ I 7f ~ I I 4 Haadi bsti atalls & acceeawe $ (into & withzn bldg) x S Ro$d plersit • ~C f lcsiticat Materisls list ~ 7C x 71 Lock (Knox) 6ox ontry syaem forrt x ~ s Ispecial bwpeaion tnms I I I ~ x 9lSpecial TIRFsC Plan Reviewerllwectnr 3C . . 10 1 Barriet-Free Requireatents (WAC 5 1-20) X 11 lFanerU deeailslcafculatians ?C 12 lHcaiing, ventilatior, & air Ganditinning drswiags }C 13 ~Plumbing dcrails x 14 ~5eparatioa wall detai la x 15 ~Sltuctural deawings wilb weV§Dnlp$ & cal.-ulations x . . Signature 4xoordinaEor Signature af PI8n Reviewer Project fVo. 'i S P O K A1,7 E , C O U N T Y DIVISION OF ENGINEERING AND ROADS ~ A DIVISION OF THE PUBLIC WORKS DEPARTMENT William A. Johns, P.E., Acting County Engineer Dennis M. Scott, P.E., Director Pre-Construction Comments Century Load Building Addition E. 11812 Sprague B95176 Road Improvements 1. Provide drainage controls for roadway. 2. Submit a full-size road plan, showing plan and profile of roadway. Show the existing asphalt width and centerline/edge of pavement elevations. Include the construction of sidewalk in road plans. 3. The 18' approach on the east side may not be wide enough for fire department vehicles. 4. A bond will be required for the construction of the road improvements, and also for the engineering project management services. On-site Drainage 5. Add notes for the reconstruction of the existing swale, if it is required. 6. Add note to install solid lid on the drywell that is being abandoned. Doug Busko, E.I.T. 12/6/95 1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(5a9) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166 VARIaNCE ~ AP['LICANTS NAM I3 L D G1,5' 174,p .F OTHER # MAILING ADDCtLSS 40 S 21 , r &J , R PARCEL # A-SZ 1 I. PKONE - HOMF ROAD NAME S,pe4Z,0E PHONE - WORK 1.i~ 2., 44• ~~92 ~44~• a3I ; 11ic foilowing documcnts are needed before the Spokanc Counry E-ngineer's Department can begin processing your variance or building application as approved. (509) 456-3600 AGREEMENT TO PAY FEES have beea collected. RECOR.DED COPY QF DEED, DEED OR TRUST, contract or coaveying instrumenc. These may be obcained from the Counry Auditor, 2ad floor of the Courthouse. _ V _ ' ` - , LEGAL DESCRIP'I'ION of your access easemenc. A LISTIIYG OF rIAME.S of individuals who will be signing the documeats. These individual names- shouid appear as the persoa(s) legally sign their dame. A CLTRRENT ASSESSOR'S tNlAP which depicts the Iocation of your property. OWNERSHIP 'YffCR0-RUN. 'Mese may be obcained from che Counry Assessors, Isc floor, of che Courthouse, Jefferson edtrance, 2nd door on the left. The necessary documencs will be prepared by the Engineer"s Department, Right-of-Way Section, upon pcovision of the information noted above. You will be aotified wheu the documents are ready for sigaature. The documencs may be sent to you, however, IT SHOULD BE NOTED THAT AI.I. SIGNA'I'URES MUST BE NOTARIZED. Tne Engi.aeer's Departmenc does have aotaries available if you choose to sign the documeuts ac our offce. V Please call when ready Please mail wheu read Y Notice to Public Right-of-Way COMMENTS , Right-of-Way Agenc I=orward co you [rom kApftotix.192 ~...vv I 9512220300 Q ~ a 8PAGE ~ _ , ~L ~1i~t _i , , r. ~ t~ ~ e~;l;~'`.i~: , B 95176 ~ t~ ~ 12 P n C t~ i ~ . . Portion of Parcel No. 45211:.~0~~,~,~•~ sN. . 5,..., p iiT "i SPOK:ANE COUNTY DIVISION OF ENGINEERING Spokane County, Washington SIDEWALK AND UTILITY EASEMENT IN THE MATTER OF UNION ROAD AND SPRAGUE AVENUE ~RF N0. 1292 & 2312 KNOW ALL MEN BY THESE PRESENTS, that Georae Abariotes and . Alice M. Abariotes, husband and wife, '~i For and in consideration of Mutual Benefits, grants and conveys to the public and to Spokane County, an EASEMENT to use the following described real progerty situated in the County of Sgokane, State of Washington, to-wit: Fi, E. EXC, mqt i~":•;;:, j s' • ta `i~L7:':'1~c ~;.tirl~ d .;i~.,._ . Aat1A f8 ll , ,.:.5".~• ~ EASEMENT FOlZ SIDEWALK A.LONG UNION ~ The East 2.00 feet of Lot 1 Block 1 of Fox Acidition as recordecl in Volume X of Plats, : page 22 in Spokane County, WaslUngton. . ; ALSD tjie following ciescribed poriion of said lot 1}3egin at the NE corner of said lot 1; thence westerly along tlie north line of said lot l a distance of 13.00 feet; thence soutlieasterly to a poiiit on the east tine of said lot 1 13.00 feet soutli oC tlle NE corner . of said lot 1; tllence nortli along the east line of lot l a distance oF 13.00 feet to tlie NE , corner of Lot 1 and the True Point af Beginning. The EASEMENT granted herein is for the purpose of installing a sidewalk and utility strip per current standards of Spokane County and will be leff unobstructed and open for public use for - pedestrian traffic. • It is further understood and agreed that the sidewalk will be constructed by The Grantor and ma.intained in good repair by the Grantor(s) and in so doing shall not be considered agents of Spokane County. The EASEMENT described hereinabove is to and shall run with land and shall be binding on, and shall inure to the benefit of the parties hereto, their heirs, successors, or assigns. , IN Wl[7['NESS WHEREOF, we have hereunto our hand(s) and seal(s) this 22nd day of December , 19 95 , E n ~ r-- Q~J Q ~ George Abari.otes r_- c-> rTi ~ \I A].ice M. Abariotes STATE OF WASHINGTON ) COUNTY OF SPOKANE ) ss On this day personally appeared before me George and Alice M. Abariotes personally known to me to be the individual(s) who executed the foregoing instrument and acknowledged the said instrument to be the free and voluntary act and,deed of said individual(s), for the uses and purposes therein mentioned. Given under my hand and seal this 22nd day of December , 19 95 . . ~ ********~***~**~~~***f~~* # NOTAAYPU6UC + No ublic in and for (he State of . , ; 1 ~ FOR THE BTATE OF WASHINQTON * , ;.•--AAYMONDT. MaoN * Washington, residing at Spokane. * w coJUNIE211887 I~s: ~ My Appointment Expires , ;~;•.~~~e •~**~*~*~~~~~~**~~~~♦*~~,t~ ro fway\ form s\s i u tease. not\sb ~ ~ ; • - ; ~v SPOKANE COI1N']CY PMUUM ItOAD & DRAINAGE ~ . SIJBMT1'1CA.L CHECKI.IST PROJECT # DATE: 12--I I-95 PRO.rECT NAME: CevTvR4 PROJECT SPONSOR: F:0t*' K- Tm gA'R.P` A. I ' A TEL # ri 41` 11 9 7 PROJECT ENGINEER: S t M P s o N EN C.~ t N t~ ' , TEL # Z~- ~ 32Z (Road & Drainage Plans) PROJECT SURVEYOR: , TEL # (Ptac) . PLEASE PROVIDE A RESPONSE TO EACH OF THE FOLLOWIlVG ITEMS. GENERAL ITEMS vp dN- 11 H/,► 0 1. A signed "AGREEMENT TO PAY FEES" form has been submitted co Spoka.ae Counry along wich any applicable plat fees, prior co'any pre-design/presubauttal meecing Ya C] N. C] Hl,► Ef 2. Ihave a copy of, and have reviewed tlie most recent conciitions of approval and any fiIS/MDNS requiremencs and couditions of approval liave been iucorporated in this Plan submittal. PROJECT DESIGN ves EI'No 0 N/A C:1 1. I have compleced a nunimum of oae pre-drsign meecing with Spokane County Development Engineering Services Engineers where agreement was reached on drainage clesign approach. ,rn El No E:1 NIA IZC 2. I have included che results of any geocec;hnical cesdng.chac is required by che design approach co verify design parameters. Ya E]NoOriIa Ef 3. I have includeii any requixed pavement design calculacions on new Public roadways as required by che "SPOKANE COUNTY STANDARDS FOR ROAD AND SEVYER CONSTRUCTTON", latest ediaon. ,ra 40 0 nIA O 4. The road and drainage plans comply with the"STANDARD ROAD PLA1V" requiremencs for plan, profile, and rypical cross secaon elemencs contained iu"SPOKA.NE COUNTY STANDARDS FOR ROAD AND SEWER CONSTRUCT'ION" latest eaidoa except as allowed chrough approved design deviauons. Yes El~o Cl N/,+ CI 5. The drainage repon incorporaces the minimum requiremencs for a storm drainage aualysis as noced in Lhe GSM and oeher icems which are appropriate co demoascrace chat the design meecs all requiremencs of che Spokazie County Guicielines for Stormwater Management excepc as allowed chrough approved design deviations. Ya ff, 0 ►v,w 0 6. A complec.e cirainage basin map with ame of concencraaon pachs shown has been included wich ihe decailed • Vyciroloby calculatious. Drainage basin map shows copography, proposed cirdinage fearures, and correlaces with hydrology calculadons. Yu 0 NO 0 N,A Er 7. I have coordinaceci traffic conrrol aud siguing requiremeats with the Spokane County Traffic Engineer. These requirements are shown on a seParace plan shee[; QR are imcorgoraced inco [he plans for each road vh 0 ra EIN,Aff 8. I have included copies of all approved DESIGN DEVIATIONS wluch are required for this projecc. ves d" 0 NrA13 9. The plans and cirainage report are stamped, sibned, and da[ed, and concain6the applicable cenificauon scatement. Yes 0;4. 0 H,All 10. I tave included • ~s' applicable sta.ndard plan noces. Ya a N!A ~ 11. I Uave secured approvals from alt applicable outside agencies such as fire districcs where applicable and have iacluded proof of their approvals.. ,ra El N. 0 N~A 0' 12. I have provided an acceptable mea.ns for perpetual ma.incena.nce of saeet and clrainage facilicies thac is accepcable to Spokane County and have secured and included coPies of any required zasemencs. ves 4c] wA Cl 13. I have reviewed ehe plans, calculaaons and other submictal data for compleceness, accuracy and consistency and have submitted 4w& copies of plans 3 2 t~~ ta~s sKb~;~d~ 1 Uckplacvl.0/0ct95 . .._,...~.,....d,,.~...rd .n..a.... . ~r,.~...:, ~ . ~ T underscand that tlie requirements noted above are the miaimum requirements necessary co perform a cursory review of che projecc r plaus, and [hat addicion.al information should be included with this submictal as necessary. 7 I understand that this svbmittal will be checked for completeness prior to review, and that it will be returned for furcher informauon if ic is found co be incowpiete. I understand that this submittal will not be accepted for review (and placed on the review list) untit all required information has been submitted. Form compleced by . b0 U G C`.4-c2.151-et~tO-~ Company: SoMp soP-i Et.JC-lir.aeur-s ,(oC_ . % Address: °l 0 9 ~~E~ ~ 2 I Z Zip code Dace: t7~~e~ l i. 1 9~ 5 . SUBMITTAL: Accepced for review. Recurcled for submittal of the following: GENERAL ITEM # : PROJECT DESIGN tt : RESUBMITTAL ITEM Form recurned co: Company: Address: Dace: By: Spol:ane County Public Works Developmellc Secviees . Vckplatv 1.0/May95 2 STORMWATER DR.AINAGE REPORx for the proposed addition to CENTURY LQAN 11812 East Sprague Avenue Spokane, Washington 99206 in the NW 1/4 of the NE 1/4 of Section 21) T. 25 N., R. 44 E.W.M. Site Layout: Frank Toribara, A.I.A. SF., o wAsy,~~~I~ , , j ~-.4.~ ~ November ] 4, 1995 A ~ ~SIpNAL Report Prepared By: ~ EXPIRES 7117f Simpson Engineers, Inc. Norfh 909 Argonne Road Spokane, WA 99212 . PROJEC1' NO. 13268 TA QLE OF CCJN'Y'ENTS OFFlCfAI PUSLIC QOGUMENT MACANE COUNTY EAlG1tiEER'S OFFIC.E Project Description ORIGNAr ~ "208" Pond Volume Calculations PRoJECT# X ` l~LAO SlJBM,tTTAL # t tI ~o •9s - . Drainage Basin Data U1N TO COUY ; y ENG~NEM Rational Fonnula Hydrology & Bowstruig Calculations S.C.S. Soils Map and Descriptions Union Road Curb Grade Calculations Supplementary Map: "208" Drainage Plan Toribara: Century Loan - Stormwater Drainase RePort 1 drainagc2lcalcsl] 3268 . PR.O.1ECrI'DESCR.11'T1aN 1'he proaect site is located at the southwest corner of Sprague Avenue ai,cl 0uon 2c,ad in the Spokane Val.ley. An existing former gas station on the site is ta be removed, and the site regraded and repaved as per this plati. . The pc-oposecl project encompasses construction of an addition onto tffle east side of tlle existing Century Loan build.ing, :pli7s reguading and repaving ot most of thr: site. ri'iie building addition is to be SG' x 44, with a steel roaf sloped towa.rd the sauth. Cor retention and disposal of stonnwater collecled oii the site, a"2a8" gi'assy pociditlg, arc;a will be constructed at the southeast corner of the site. The single on-site dra.ina(ie basin encompasses the entire property (i.e. the entire site has been iricluded in the hydrology calculations). Surl=ace runoff fram the renraded asphalt pai-kinK area will reach the pond via surface flow. Outflow will be ihc-ougli a rl,ype "A" drywtll Iocated with.in the pond. The soils iit the site a,-e Garrison series 6-ravelly loiim, whacli are c'ecognized by Spokane County as having very rapid permeabilily and an infiltration rate of 0.3 c.f.s. for 'Cype "A" ci.ryweUs. The drainabe design aiirl outflow calculations are based on the assumption that the natural material at the location of the drainage faciliiies will provide ourtlow at the rate of 0.3 c.f.s. throLigh the drywell and 0.36"/hc-. thi•ough pond floor-. As per Spokane Cou.nty requirements for "208" treatment, all on-site asphall pavenient sui-faces are included in the "208" ponding calculations, altliough the existing asphalt at the northwest corner of the site will be left u.nchan(,ed. fhaf portion of the ex;sting asphalt clrairis ulto an cxisting drywell located on the approximate west properry line, along with runoff from the asphalt on the adjoining narcel to the west. A sccand exisluig drywell in the existing asphalt, located at the north end of the repaved parking area, will be abandoned. All new asphalt, plus the new metal roof, will drain to a propased "2208" pond located at the southeast corner of the site_ Thz ponciing depth for ireatment is 6". 1'he ponding depth for storage in excess of outtlow is 8". Sufficient storage volume for a 10-year storrri event, as per the bowstri.ng calculatians, is provided within the first 8" of ponding. The existing building is guttered, with two downspouts on the southwest portion of the building emptying into nn existing "208" area, witti a drywell and sprink-lers. Thus, the existing building rooF has been excludcd from ihe "208" calcufations, although it is included (along vvith the entire site) i.n the hydrology calculations.. Tcrib:ir-.:: Cen;ary Lo::r. - S.!^r:uua!er Dr;:inrybe R-c-pert 2 ~:ai -:ee2~~s!csi1326g "208" POND VOLU.ME CALCULA7~.IONS The following pages contain data for the on-site drauiage basi,i and "208" stormwaQer retention pond. Refer to the 1" = 10' "208" Drainage Plan for the site layout." For dhe proposed draiuage pond witli 4: 1 side slopes, the pond volwiie can be calcu.lated with Nvo components: the volume directly above the pond floor plus tlle volunle abo%/z the side slopes. 10 conipute the volwiie at any ponding depth, only two pa.rametec-s need to be known: pond floor area and pond floor perirneter length (both are specitied on the Urainage Plan n~~p). Volume is calculated at 6" deptll for "208" treatment and at 8" depth for storabe, as follows: At 6" depth: Pond Volume =(0.5 ft. depdi x pond itoor area) +(1/2 x 0.5 x 2.0 x pond .floor perimeter) =0.5A 1-O.SP At 8" depth: Pond Volume =(0.67 ft. clepth x pond floor area) 1l2 x 0.67 x 2.68 x pond flooi- perimctcr) = 0.67A + 0.89P 2.68 feet . / feet __---I ~ ~ i 8" = 0.67 fl. 6O.Sft. . „ - - Fond Floor NOTE: A11 impervious surfaces are included in hydl-ologry and bowstring calculations, but only on-site irsphcrll pcfvelllem drai.ning to the new "208" potid is eonsiclerecl ior "208" treatment iri the iirst 6" ponding depth. Concrele walks and the new addilion's steel roof a.re non-polluting, and oif-site drainage should not reach the "208" ponding area. TQrSb...i".?.. Ce!?!l:Cy I ^'.:1: - C.e::1'.~v:.t:^.: P':.rJli 3 d1N~~MY,.Vy~V4!vJ~~ / /V/ DRA(NAGE BASI-N DA'l,A Total Site Area: 25,945 sq. ft. = 0.596 acre ' :lmpervious Area. 19,162 sq. ft. = 0.440 acre 0'r, Ct = 0.9 Lawn/Landscape Area: 6,783 sq. ft. = 0.156 acre (cb Ct = 0.15 lmpervious Area U.real:dotivn: Lxisting Building Roof (composition) _3,336 sq. ft. (drains to existing "208" ponding area) Proposed 13uilding Addition {steel rooo = 3,784 sq. ft. New Asphalt Repavemenfi = 9,680 sq. iy. (draining to proposed "208" pond (u) SL corner oi site) Existing Asphalt Navement = 1,092 sq. ft. (draining to existing drywell @ NW corner of site) Concrete Walks = 12270 sq,. ft. "208" Area: (9,6$0 +1,092) = 10,772 sq. ft. al.l asphzlt pavemtnt on site) "208" Volume: 449 cu. ft. "208" PON U Pond Floor Area: [10' x(JO' + 25')/21 +(25' x 25') = 175 + 625 = 800 sq. ft. hloor Perimeter: 113 LF with 4:1 slopes on ali sides "208" 7'reatment _Capacity, Pond Volume @ 6" Depth: 0_5 (800) 1- 0.5 (113) = 400 + 56 = 456 cu. 11. 456 cu. ft. provided > 449 cu. ft. required tor "208" treatment "208" ['ond is OK for "208" treatment cr, 6" depth Storage Capacity Pond Volurne @ 8" Depth: 0.67 (800) + 0.89 (113) = 536 + 100 = 636 cu. frt. 636 cu. ft. > 479 cu. ft. required with 7lype "A" drywell, as per bowstring "208" Pond is OK f.or storage rr., 0.3 cfs outflow rate '~'~ri1~-~r-~: ('~rTlwrtT ~::n Cl~rm ~•~f~r Jr.:ninr ~rr~ri 4 drai r.wgc2\t::i1c~1% 1326.9 r BOWSTRING NETNOD (10 Year Storm) Projer,t: 13268 TIIJiE OF COPJCENTRATION (minules) DETENTION BP,SIN DESiGN Basin: Totai Designer:Ch►istenson Tc (overlandflow) Tc (gutterilow) Areas "C" A"C NIIPA9ER OF DRINUELLS PROPOSED Date: Nov. 13, 1995 1 Sin le (type A) 0 Double (type 6) Ct = 0.15 L2 = 0 0.16 0.15 0.02~4 Tatal Area ~caic.) 0,60 Z1 ~ 0 0.44 0,90 0.396 Time of Conc, (cafc.) 5.00 L1(A) = 180 Z2 = 0 0.00 0.00 0 composite "c" (caic.) 0.70 N(A) = 0.016 B= o 0.00 0.00 0 Time of Conceniration 5.00 min, S(A) = 0.011 n= 0 0.00 0.00 0 Total Area 0,596 acres s= 0 0.00 0,00 0 c' Factor 0.70 ' Tc (A) = 1.09 d= o 0.00 0.00 0 Impervious Area (208 area) 10712 sq,ft. Total A Comp "C" "208" Volume Provided 45E cu, ft, L1(8) 0 Tc (gu) = 0.00 0.60 0,70 Storm Storage Frovitled 636 cu, ft. N(3) = 0 Tc(A+B) 1.09 Outflow (cfs) 0.3 c.f.s. S(B) = 0 Q=C"I"A= 1.33 Area' C" Factor 0.42 Tc(fot.) = 5.00 Q(eSt.) = 0,00 _ Tc (B) = 0.0 Intensity 3.18 # i 12 #3 #4 #5 #5 #7 A = 0 Time T6me Intensity Q dev. V in V out Siorage Ut'P = ERR Inc, inc, R = ERR (min.) (sec,) (in,lhr.) (cfs) (cu, fi.) (cu. ft.) (cu. ft.) V = ERR 1#1-60) (A"C`#3) {Outf.'#2; (#5-#6) Tc(gu) = ERR ' r ^ Q(est) - ERR 5.00 300,00 3,16 1.33 536 90.00 446 Hulding = 0.00 5 300 3.18 1.33 536 90 446 10 600 2,24 0,94 • 659 180 479 Tc total' = Tc (overland' + Tc gutter) 15 900 1.71 0.74 744 270 474 Tc ~ovet and) = Ct`(L1`~1S1,0,5~^0.6} 20 1200 1.45 0.61 792 360 432 Ci = 0.15 27 1500 1.21 0.51 813 450 363 L1 =:ength of Overiand Flow 30 1800 1,04 0.44 630 540 290 N = frict;on facior of overland ilow (,4 for averge grass covEr) 35 2100 0,91 0.38 640 630 2 -10 S = average :•lope of overlGnd flow 40 2400 0,82 0.34 860 720 140 Tc (gtitter) _Lengtli (tt.)1Velocity (ft.Isec.)160 45 2700 0,74 0.31 870 810 EO B= Botiom widlh of gutter or ditch 50 3000 0,66 0,29 6E5 900 '-15 Z1 = inverse af cross slope one of ditch 55 3300 0.64 0.27 913 990 -71 ZZ = inverse of cross slope tw3 of ditch 60 3600 0.61 0.26 947 1080 -133 d= depih af Lou► in gLittEr (esiimate, cheGk estimate wilh Flow) 65 3900 0,60 025 1007 1170 -163 Araa = cl`B+d^212`(Z1+Z2) 11J 4200 0,56 0,24 1446 1260 -214 Wetted perimeter = 6Jd-(1,'sin(a:n(,UZ1);+1!siii(ain(1/Z2))) 75 4500 0.56 0.23 -1061 1350 -269 Hydraulic Radius = R= Area/1~Ve-tfeel Ferimcter 80 4800 0.53 0.22 1090 1440 -350 Ueloc.ity=1.486'n'R ^,667"s^.5 85 5100 0,52 0.22 1134 1530 -396 Flc►w = Velocity`Area 90 5400 0,50 0,21 1154 1620 -466 n = 0.016 ior asphalt 95 5700 0.49 0.21 1192 1710 -518 s= longitudinal slope of guttet 100 6000 0.48 0.20 1228 1800 -572 DRYINELL RrQUIZEMEN i S-101'EAR DESIGN STGRl,1 DRAINAGE POND CNLCULA7IUNS P,1m:. siorage requirEd by Bowsiring ~ 479.1-96 cu. fl. Rec,uired grassy swale pond storage volume provided; G36 cLi, f;, OK! ~ InipErvious Area x.5 inJ 12 in,lfl. = z4P cu, ft, provided: 456 cu. ft. OK! Numbet antl type ci C,rywe!Is l2eauiied 1 5ingle 0 Dauble COUNTY, WASHINGTON - SHEET NUMBER 75 S iTE R. 44 E. _ - - - --~-(Joins sheet 66 ` - - ' ~{1'~- -tkr. ~r`s~y -.i~ .~•,,-~~~~~~~iW '~~c~r~~:~~~1~ -~•t ~ ;q• 1 ~ ~ ~ , •~1'~?(i:.i~~ ` ,~~~1~ j~ r"r ~t t.: •1 ~ ~ + ~ ~ i a. t ~ ^?1 ' ~ ~ ~ n ` ♦l . .S ~ :/!1 a 1~ ~\(t C'~~ ' (r~'~ , , ~ , ~ . ~ • t . . ' • ~ ~i ~ ~ L . ~ O ' • t~ ~ ,1~ 1•/ ;V ' ' t~ '1•~ ' ~ f, , . . . ; . . v ' . ~ ' t~-.t• • ~ f ~ : + _ , ; t4 ~ ' ~ . ' • , ' ' ~ . : , r . , a , ~ , • r ' ~ • ' ' . ' G~It'i1G0 . t htILWt1UKF. ~ •~e~'~~ S7 PAUL- • ~[1'f110 q ' ,~r , : ' 1~ l,,,(3, y • , . PAC FIC,%, Aa ~ ~ . ~ ~ 't~ ' , ~ : , ~ j E~,~:3: ~:~ya: ~ 1 tlut• ~~ti ~ • i~' ; ,i~ ~ t, { . ~ ~ : l a f`♦ ► 1 , l;_„~ ~ L~~~~~' ~.O ~4% ~ ~ F•!3~r~7~c4~ s.'2' ~ u _ 9 ~ ~ j, r ` , ~r.y1'' I t ~r ~ ~ . I`' , 'r • t'~,( 1• Y~ ' ' , " ~ ~r .~f 'r: - .:s-r~~..ESa~..~f.~.~.'pi~F.--t---r~~~:'l 1J•*~'', v.V ~7r ~ ~II• t~__~ ~ 1a~.. _""',1 , t',yt'~^'^~iy.~l+~ T t• , , ' j"~';r . ' IV ; •o • • ~ r• r7~'7 „ 'S ~~r.r^t~~ ~~•1; t ° ~e.- . ; 11 ~~yi: ~ n • ~ ' ~ ~ . ~ l . ~ ~ ~ 1~'~ , c ' ~ ~ , 1 e.l f+ ~ y .,.i ~ t~ e ~ ~ ~ ~ ~ t ~ ~j 1~ i{. ~ . ~ a ~ v ~ u ~1 .'S~`'j ;t.f~ .~j,~'~ t, 1 ~ .~~f ~~1+J,t ~ ~~,.~~i~''~• . ~ ~ ~ j•. . 1~'j.' ~i . l~ ~}I'd `i.tall.~,: ~':S ~'7! , ~ i ~a . ' ~ ~ ~i. ' . ! ~ t i .i ~ ` ~ 1~ ~ j Y ~ ! ! l j Sl~ • ~ p.~rF• . ' • ~ r 7 ,1 I ~ .R~~ t , , • ~ a,; -i~ns1: . i~+~c i : ~~J s• 3 'r'[, ~~.~G. . 'j" •t ~ ~ • ~f ~.i~~_,~~ .1~f~ ~ ~1''`~t ~ lJl'n01nlUy" ~i~4~ . ' ii'1!d' J~,~ ~ 1i7: ' . G~'n~ ~i• : ~Y ~ ' r. ~ ~ 'i ~ i. •t~' ~ ~ ~~l , I'~I ~t ' 'l•' ~ r~ ~ ~ i'• ; ~ f`;:~'~~{~ N~ : t 'li l .3 j ~c ~ ti .7 r. j~ ~:•r~ ~t • • . P~.~_. . .~w r ' • ~ - 5~~1{~ f: { . •~~~'I~,f. ' I:~:• . r. • 1 . 3 ~t't . • ~ E M:l , , ~ c. • , i . ~ ~'G~r'~•iidf# i. ~ i~,~ 1i~`~~ l3~. y C~~~, L ~7~~".~~.f j~•~ ~.-T * ~ , •••i~t 't~~_~~• ~~~1 If ~ ~ ~ t jr• . •d.Tw . . ~ t?~:~S~~~Y+t•`~t,,~~~t,~`~~"> ~ e t . . ~t ~l ~ F ~ d~~.. ~T£~.`~~n'° ~ ~a.Cr~ `~i_.~~~.~.1~~,;~ _ • , t~~ ,f„f: . ~~,f r;'~~i,~ ~ y,t ' , . ~ !:n ~t~lF;' 11 :1 111 5 f~t~,~~~r~-,~ ~~}~i~.~:~-,~t • A..1 ' ~ T n ~ , i H . ~ ~ 1 •T~ ty 11 ~ ~l~ , a: i; . t . @t~ f ~ 1 = ~~:.i:iar:~ ~ ~n"-1~y~,W~`,S t` ; r ~ ~,el♦''' , .J,` , , ~.~-14' ~ 4~!'~ ~ j f'k ' 1 ~ I '~~i/"~' ~ ' !'I , ~ ~~4 '.T`~'~,~ .+?"-l~15 1 ~ ~ .,1~.~ t~ I}?i;5~.~r . "1 ~ Sl[~' Ty,~~ ' ~;~~•s1~Sw ~'~}~~~,~5., tarr.,~ ~ ~~f-~~ `•li ~ w r ~ • I FY 4~ `±J b•A~ , ~ ~ , ! o~ ~ •f . 'f• ~ ~ ~4•:~ a~~ Yt~j ~ ' . „ ~ ril. ';~~4`.•1. i ~67 ~h17.,~ i L1 'I i~~ i. , ~ . , ' ~ M•: ~ R ri:y ~ ~ r •,.+M .'~J4 ~~h~~ ~ .'f (i f,~t~.~ , C,fll ' ~ , ~1 },'t y .Ii s- , ~ ' . , . . , ~ , . ~fj . ' ` ~ ~ _ $'~.r ` . . ' ~ 1 , ~ ~ ' ' • ~ ' . 1 _ , ~ •~~f~ 3 . i.~` ~i{ ~•~l 1 r~ ~1 1~ ~ , ~r~ 0 ~ i ~ ~ h ~ J : c . u 1 _ :,i.~.-s r~~~.• , , .K. ~t~ . iiS~ , ~ . s aart,~K~ 1~ r.,y t, , ~:t . :~t.i~. f~Q .t~ ..~ld~ ~ ~i~ , , :~'I- ~t' ' ~ ~ • e}!,~~~.~'~~ ~ ' ~ • - i 1 :-o ,«ti. 1. ~,r i`~1'~n`i~~;+.:t ~ y i•^ r (r9 ~ ' ' . ~i ~ A 4'~~~` ~ . a y~ ' . ~ ! . 1 ~ ~ I' ' i ~ • p ' y ' - ;i • Fr':%, ry' R.i: i~ i~ 17 t~ S.~li ,ri' 7N~ PlfYfS ~1- i~iC 1`L• ! ( .it'~ k~ • ' . • Cf FT Rr ! . 1a ~t~,. 4.~r~~,`•~;~~~""~1` ' ~ , ' ~2 'i' t' NtCf3, ~ ,~;,4~~~Ull~i ~1~ --~":e- i.~~ _ ~ ,1 ~ • ' V , ~'hs' ~t7Fl"~~,~:~L~•,;~' 1"~{-:~1,a~,~~~'~t ~^tS '1 ' ~ ~ ~ K::a.'"•7:~ T~r`'J~'_~= ~1 t1 ;.~j•,^1-.'Y.,i~1 ; "'r /'L~.11?~t tf j ' ~i ~l j ~ ' . ~~Z•~: ~~Ai~ , y~, ' ~J~ ' ~'L y r • ' . ~ ;,~°w• S`~ al~~li ,~'•M~: ~ v,`` s'~v~~, .'+y ~ r G, '~~-1 y1:;~~;~~ ••t~+~~~. IY }~.jr~~~f•'.;•`~•~~,• • " ~ ~~-~"~,~{'~~V~ ~;y~', ~r ' 4:~~' P,~~cz~ 4 i.~yt. ~n~ i.. ; i ~ ' i~-•, ':nt ;~fa~ ~ tl}~ ~.v~ti~?~', j t ~ .~~r ~`i=• ~ ~ ,e JR \ {~,nti 1'~~ ~al I~.S't 'r ~~i l f r e t~•~\~ . '~~.vl, C~ ~ a~: . ~ ~l ~ . . • n~~~r.Z}~ , ~ r~k~r h . ~i~C ~ ~i~7+~~ ~ ~ ~V'. f~~.~ ~k`ci1 ~P,~ 6♦ e~~ ' {~2 11~t~~ 4, 1'1.~ti ' iT~a ~.,v 2~-• r,.~ ~'i~ ~t A1aC:. ..,•~:~f: , ~ I ~ r ~H a ~ . ~t 3 r: 1 h ° t q 4%.~'•,(~d'~ 4iti~ Qif•4~,~ f` T~ , - •L:.:,~~~i'l~r.'~~d17 . ~ I Fl' •~ci1 ~ : • a'-- ~,t" ~ ~'R,~ - ~ ~r }i' , t+ rY / 7 . ' i~ 4~.. + ' ~ ye ,)~1 ~~1.~ ( ~ ~C .:fd~, 21 "~.~~"•t~~'Y~;~.~,'~~e:1~n,~1 If ~ ~r:' • ^ . ~ , BO11'C~I,~l.' J t` i. ~ i' 4W ~ . ~ P, y ~~,7•- ~ 1 t ~'f l ~9~~•i~~~l 10 ~~~:ilQol ' , •i t~~ lY'S .}.4~~I/~ p,l7 ~ ^+d~' ii1 'wf~'~t ~f i`u,'~• ~ t~ ,4.• ;k~~, ~ ~ ~ ..w . , !'i' ' •t}.i ~'h~tjj~ ~htti~~,.;iurr ~ \;1~~ ~ °r.' .s~. '4~ ' a , . . ''i;t 'r e• • ,,1~ - f+'~ t~~ti'~: j~' f',.: CB t, ~Q • ~ . 1~`~. , 1 ~ ~ ' `'.4. ` ~~4~:t.~~/i•~/{f}~~~~ ~~ry4'!I~'tf~~~' br~ ~ . . N O ~ ~ r` ,f i• t~ ~ . ✓ ~ ; ~ ~ ,:~t..9.d~i~.: ` ' , et~. • ~ , • ~ . - :z; ' $*E3 4 ir.~°~~i~~:~.,~~i~~~v p~: a ~1 ``1f~% x~~~ ~ • C ' 1 . . . • , . ' . , . . , • r , ?n ; . SxB. - • , , I` ~ ~ tk'' t'•1'~t...-'~~ • . ro ia ~ „ ~ _ o ~ , , , { ' ' . • . , ~ ~ pr~:~'~'i~ ' • - F•~ e te~~ ~ ~ . ~ . ~ ,,,,,r,~•! O ~ 'Z . . . - i . ~ ' ~ 11~ •1,,~~ il ' a ~ . , ~ , , ~ "~,~i{•' ,~~~''^d , t • r~' , , ' L ~ ~ { • ` i ' , .l ' o . 6V~'v~,'! • ~ : JI . _..,,~.^~,ah_._sc~,i~'~_'-^ . . • ~ ~ r '~1 i~`f~+S . ~ \ .SR ~.1" ; ~ t 4"'.i ~ . . ' ~ .y , ~ . ~ . . i , 1'. • ~ •v ~ , ';c° _ ~,t ,.~M ~~~~w~~ : t ~ j . , . . - ~ti•.(f..J4 , , ^r:L• •~;'T. ~ta..d? ~~~~~1~?'•~i~it~, ' : , ' 'J . • , .tY , , \ , \ ~r. ` 3~~~~~e:;~i~l.~,,1• ~.r'~~~-. ~ry,y ~'M ^ ` . . . . ~ + ~ , . ~ ~ 111,~.1 • . . ~,i~s~L.~'lf~~~ji'l,.✓S'Ji7 :~~!`3~i:~~ , . ' ~1:~d~~'+~ ' , tn', A'if~ •~~P ~r ;;"i 1,i*~~l.s~.~ S. , • ~ Cr;Yr t•.: '::i~~=,!1~ ~ -i•~' ~ H;ia ~ .~~q•+~ ;~_!^.•'1~ ~'„~1 • , ~ , , ~ a;, , : , • y HhA ;r: .'V a. •~n '~+a ISf = • ' r - ~ ' • ' „ t ~1., ~~z,. ~ ~ \ y~, 7~'~~~ ~ C ^~"1/"f`[~'~,(?►,~C, , ~ . . • . ' ..o• ~ t i' :i, rj ~ - i; t.,72 : ~ ~ G(, n . ~ = ~...,~.~:~,~~.:a ~ ~ • e._ • a~,,___._ ~ n ~ t.~ . • 'SxF3 ' . . ~ Gml3 , ' • `.;1 ~ ' ,~r' ~leit ~d~ ` ~t a a ' ' ' ° • ~ . . . • . ~ , ~~.i~ ~ • , . • ~ ( , . ~ ia ~t l 4 ~ ' ~ • ~ • • , , . ' e • ' ~ ~'i 1 . . , ~,'~h~;,. 1~ • ,~i~ ' ; • , ' • , ; • ' ~ i: ~ ~ ' . ' ' ~ , ~ . ~ , . ` _ ' • ` , ' . . , ~ . ~ Gm H ~ ~ . . ~ R '~~~'~~j , r ~y ~ ~ ~ • ~ ..:ti } ~ ~ ~ • , ~ . a • ~ 3 ' ~ ~ . . ~ .t.~~LJ~~.~~n.~.w. " • , ~ ~ . ! i . ' • , SfL ~ CuLj ~ - jj~ . ' . • ,~r t~, ' t• , • . ' • , : , , ' , . , .~1?. • r ,s+ j , hesh:e ' • ' , ' ' ' . . , . , , - • - ,r,:• ~ 1 f ' ;"f . ~i'~~. ' . t ' , ' ~ ~ , ~ • ' ~ 1 ~ . . ~ ~ , . ' i' ~1 BbQ ~ j~~ ' ;v ~w~, ' o; , , i~ ~ ' ' • ~ 4 • •$XCi ' E J ,~•:~~P~C~;~.r~, ' ~j`~ .;'r r.~sxL , ~ , • . 34. ~ • y ~4 ~J! ~~j~ 1r~A' (tt,'~ t."''r~~ ~ ' ~ . . ~ t' . . . SA • }E' ~ tt' Sr~ /~-Prii1C.~•~.v •C'uf3 ~~N1a` ~h~t~~~•l '°*,}~•~'~^f' ' ` + ' ~~d~~~f • ~ I1/~ .N'.:,.. t ~~.1 ~ .r• , 0.•tST~••~ ,.t1 t , Vr CA. ~ t• h~~ I1~Y ' . ~ ~~~i , Ar ~i . • ~ : J~ 4 • ~ . y~ ~~L ~ ~ 1 . 1 ~ tf1„'~~ ~ ~ r p~` ~•~'i~ ~ l 1, ~~F. ~w~• C7Rl~ 1 ~ 3tJ.°I'S'd ((`T',t~~ ~ (~rA ~ / ~ ,f, `~n Yt• :~,.'l`'~.,'~ ~ ~ 'T,° ~~,G{~',n • ` r. ~ , .y ~ i f ~ .t ~ ~ i~ • ~~~1 , y ~ t~,$.t~. ''-~M•) 1~,~ ~ 1 ! ~ :HQ ~ 1 . .a )~t ' 4~~~, ~ / ~ ~ ~L~~'.I~.t~~~•:10'~,.~.~~,~~~~~~,~.,Y . Kd ~95,,,~ti ~ ~,t ~ ~~:rn ~ 1 t/.~ I. i! ~II ` ~ ~,7=r~ ~h~ ~(~,►J ~J'K~J.l.,: . SL ~ < ~ ~ ~ i• l °A ' / ~ V : ~ • ,\rytui'I ' e. 't•l f . ~ , ,J ~ r r . ~'1 f'`~~~ ~~'i~@ ~ ~ •i~ ~ k \ 1 V ~ C ••~~q~ •j'% " 4 '••^'r~r►SJ~~.~'' ~`~y`~ ~ !'F' ~~~s'151i•,~;~~~- i Jr • _ . ;,:5 ~ , 3 ~ ~ I~~ ~ M`' •~y ~ ~ ~ , t_ ' t ~ NGQ , ~ . ' , : ~ , . 1~ a. !'r 1 . : :t ' '.^,,'!~y~e"~~P~.'t.~ ~`i,.l~~,'~.~' `!h~.1 ~41~ .;~~t~~,:''i~ ~~Sn'~,' ~4 •L~t , 7~j;, ~},y~;f..~,f~i~~`a.;~,r}•~'~: ' KC : 71 ' j/ ~ , ! y ~ ar4~fia•~~Yt . "r' ~ ; /.t . ' . 5Sr • D . 'h!. . ~`~`'~~h~~'f ~•t,~',,~~.."~1~ l~a~~ I~., ti. :1 ~f hl~ Qj T'i~yf , •7:fr(~ w• / , + f Nc Kd A. / NCA ~ q~~:~~~L'~t_ 1'..~;~~'►.~'.. .L.__.~'~~- ' _ - ~ I~ . • • / j ~ r !;~„t~~~1~`w' ~'i~''~~~~~`~ ~t~?'j~„l~~j~(~^rT~'jr''! l .I",I• r`' , ` ' . I ~,tri/ „~t'~';ti f~s ~ ~ „ ~ ~ ~.7 ~ ~ ,j a i ~.t, j~~ ~yf a~ . ' i.~~ •~tl~~~~ .~y ~%.r.,~' ~ ~ ~~P SuG ,VP,T~ ~ c~~ ~.t , r~ C r_ j 1~~-f? ~ ` .j~ 7 r.r • F t.~~~~~ `'s~ 1 1~.r~•~ C-U. i((.•~ ~ . ' • ' ~.a . . I• ~ yf'..i~, /►~%ro"1r~~..G... 4%~T'tits~~,c ~.C U 1 t^-le 0 5000 Feel (loins sheef 84) } Scale 1: 20 000 f A 0 t ' I 74 SoIL su►IvLY '1`:'13L1: U.-Br•itj cle.sci•tpliurl.~ if sull-s aricl !la-l') ~..~l:s::!!lcullJll 1JcjAlI \[ui~ Suil iui~nc llcscrii~liuti Uf 'uil uu(l ~ilu 1'ruui sytitl~ol auri:~c~ • UaU_1 t~~tu~c OsC Dru,0on siuuy silG 10u11, U to :i0 pcrcelit ~iiiiiL•u• tG ]~rubUou Silt, luain, U tu :;U I)urcun~ Aupus. aluliui, CXct:lA lliub lliu biirluCU L3'Cr iS alut,y. . OsD 1_)rc►euou sL'oiiy silt luuiu, 30 l0 55 per- cciiL' 31opus. DvD Draouuii vr:ry ivcky coinj;lux, ?U lo 55 llragouu p.ua siiuil:tr w Ur:,goua aill lu:011, G Lo I Iwrceikl, slopc:s. 3U pcrcui~t Sluju•a, ux~~IM 01:1l, duptli Lu hC:d- rOcl: 1-:►ng1:6 fruii► lU l'u '_'U iiici►cs. 1,uck uul- urol, iikcluLlCcl iu thi5 cuu~jAL;.-,. EkB 111uika sili, louiu, tl to ?U percci►L alol)ca, 114tli1kllii-LcxturCcl, W(:ll-di;dnL:il Suil iurulucl fronk U to 2-1 iilL lu:t►u_ • .,litciul till ruut:tilliu" :i Lu•0~ auwMIL Of vul- ccutic: w,li iiL tliu aurl:tcu Uu,dcrl:g.iu N, '!4 tu -1-I (1r:1x".l1N' griLvi:l :~L duIjtli uf ;3U t0 GU iucliti; uccUpic, -11 iO ;i;i 1'cr~~ ~r.L~•~:1t~• uutlul;tLin~, tuurtiin~lil.~ tui~U~;i:i~~liy, lu:ilu. :.:i to i:U la,;L v~-1-----------~ EIC T-I'loil::k, Vc:ry Stoily si1L lu:uii, U to 30 pec- Siitiilur w Eluil:;L,ill luIiui, U to'?U j)cr:L!iLL alujwa, coiIL a101JUa. LxecjA 411:1.6 llIQ' :u~~ ~~tTy atu113' thruuoliuuL. EID lsluil:u vc:ry iCGUy ai1C lo:l►u, 30 lo 55 purcCUl, Sluln'a. Em E',iudciit silL loum. 'A(eclium-lc.-Muca(l, suMuWh.it I,uurly dridnCd, U tu''G S,lt lu:~i~:---------. tilkuliucs suil foru►cd iii ItlluViuiii lrou► c::llc:u•- Cuiis ailt,, \'olu:WLic :wli, ,u«1 LlialwLitC; duJilli _'U tu -11 1`Vr3' 1i<« iu Wntc:r lul~lc: tluclii:LlI•S fruiii iwur ll,c yur(ac.: lu:'111. ' tu :►buLit, G 1'ca. •11 w Gu S.<<1rlY c1.1y lo:1111__.. , 1=aL' Fi'«:incuu silt lu:uni, 5 lo '?U purccii6 Vcry dt:cp, murlur;ild,y \v(:ll ilrainccl itpl:ii<<I,uil, U tu?'?- :~h IL,:,i,.--------._. ~ slopc:;. M-«h aiirf;►cu l;i~•ur ;u►cl Fa83 Fruu111uii silt lutLiiI, :i to '?U purcUitL liui ur iuuLlcr•ululy liile tcxLuI•~!Ll aubzoil; fucIuucl '_2 lu ;SilLy cl:Ly lu.~i,►____. sluJ,CS, aCVurU'ly i;rOLluCl. Ir0ui Si16 uu rulliu~; lU liillj' ul.l:uAs. FaC3 Frr.c:iu;uL SilL lu.Lu',, *-"U to 30 I)crcuiit slupcs, aeverely ecoclucl. . . . I I-in r-rcSh Mutur inurah. .Sli;lUuw, s w:ui► intc~ri1litici►t :~utl friii6us ;~coui,( < ~lakc5 that, ilaVc :t flilutun tiil;; ~~~ut,w• l:►iAc. 1~►~~iii~~rin;; cL3t:% ia iluL bivuu, I :ia 1;111tl t.ypc is tuu v:IriuLle. ' GaC3 Gurticlcl silLy cluy loiuti, U LU 30 pL'1'CL'l1C 1'Cry clccI), Wull-clr:►lnc:Ll Suil cluV►:luj,Cd iu IUQ,a U w S Silty cLtv zlulica, auvurcly c:codud. uii ridgk:Wp.-i ;illil l:uubs uii llie rulliug lu iiillj• 1 tu '.:S Siliy ~1.~~'---------- tipl:iiirl, iu llic: 1':►luusc soil a rv:a. 23 to GU 'Sil13' cl:t)• lo:u~►----- , A G:►rrizu►► gravclly lo:liil, 0 to 5 perueuL Ciavc:ll)', iu0ilii1ui-tuxUlrrcl, ,uu,L:\\-lutl ~xc~•a- i) w 15 Gr.tvvlly lu.,iu----•. I >lopus. ;ivcly di:aiu.:d 7oi1a fui•ink•cl iu gr:kVC113, kLaciA 15 iu -I-I 1'~•r~• ;;►.kv,:II?• IU.<<<.. Gna G:iiri5uil ;;ruvclly loaun, 5 tu ''U purcciiL uut,%v:isll uM tcci:d fi•wii i► v:u•iQ[y ui :1c:i'l, .14 to 6 u aawl, ;;r:tvcl, :ts,J alupus. iQ11uu11a ~►;iru~i~ ivck; uii i«:ur13• lcVvl Lu liIuLl- cubk,lc,tuuv.'. • nluI,iiil; ~urruc~•,; cl.•ptll to inixturc uC , a:►ucl, 91-AV0, rtnd rOWAUSl,c.uca raiiPca froi,i LU 5 1 cQL. GmB Ciirrisou v~ly };cavclly lucuu, U to b Siniil:ir tp (;:urri,oi, gr:ivully lucu►t, L:xcc•jjt tliat U to 15 Vury ~!-.1~•t~11~• 1~~.1+11. ~ percuiIL SlUpc:a. Llic sLufacU l:~y~cr is vLi•y or:~v~:ll~•. lc, Lc. -1•1 u!•y or.lvdly lu:<<a,. •1-1 w ~:u ~:~u~l, rr.~~~~1, :.c~~l euhl~lt:~tGti~:=. . GnQ GurriS011 vC-ry 36uu3' 10u111, U to 20 Siliiil:►r LO (1:LrriSuii or:~~•cll~• lU:u11, u.\;ccjJt LI,.iE pcrccnt slopes. tllc surf;►tu. Laycr is vu'y stouy. GpA CGlCnruaC silt locuu, 0 40 5pure:ullL'slopcs. Vcry elu:p, ulueliuul-texturW, wcU-eli:tineel suil:; U tu 72 S!!t lu:ole~--------.. GpB C, luiicUaC .illt luuiii, 5 to 20 pu:rccubalulics. furfuecl fruln ucicl igi►r.ou; glut•iul lill; ;urfurc: GpC Glcnrosc: silt lount, 20 tu 30 perceut luYar in11u41ic:(:d by I0.,3 stuil vulCuiiiu 11s11; c,ci 610 1) us. ~;uully ~'ulliu~; lu atu(:]) UI)ItuIilS. GF) D Cleiu•usc silL 14uiu, 30 to 55 perccuL ~ ,lupus. ' - ~.~.:..1:Am"' ~~~jLi.Y~~-~i~ICiuiL'~~L~.y~ -a1Y~i~'~~~.'r~~o.r.Cf'L~~~~ - - ~YWLr ..i.'LGf~W~'1Y~1rW~L:~A1{M7~"^_Ir.u.L"'_:i~• ' ~ _ . au~W , . . . . v . F ~ . . l 1 U ` .L ~ t` c;~ ~ t,7 ~ C. c~ r' • . ~ ~ . - G CJ ~ ~ . ~o 1 • M t . GU 7 -s~ + S ~ F: l V, c- • 97' S 5 C, , 7 0 ,1' 4"1 ~ .~J • ~ ~ ~ ~•9 ~ L~~.n.OI JF-• `~~•C~~ /J. IU ~y_ ~ ~ 94.90 5 4.9c~ 94,99 'c) 4 • S Z 9 E F 4:7, ~ ( . v, c. . 93, 9 3. t S l Z. `j ~ . 2- 5? q `7 C~ ` ) l 0 ; FX. ( ~ ► C:{ tt...-._. G~. r . i . k { . ~i ~ '1 ~ ~ r^ • Y ~ ~ ~ .i ~ j~ ~ ~ f ►1 ~ ~r Ca I.. `l" i I - ~ ? ~ . o . . . j . ~ 3+-50 4-4--0 0= S ol v, C, - 4+00 -Ra 5+00 (oo( U .C . zotANG ~ _ . t ~ ~ ~ o t3 ~e.' . ~ • ,o , ~ ~ b • • , 1 ~ 3 , ►a /p p 0 2 ' 36 ~ C.- ~ 91 ` ~ o r a 17.14 f o~' E- ~ d ' " 1 i 1 s! , N• 5 cd ~ r 24 t + a ~ . • C?X ~ o ~ is ~ ' o f 4 ~ • „ , ~ a - ~ . ~ o ~ . ~ ~ . Li 1.55 17 • ~ . 46 I , w e _ 66 I to A• gpipo'll VE ,9 ~ . /?I el ~ ~ C I ~ A ~ t~ 2 . ~ I.'a - , . _ , ` I , A o ~ OA3'T i F ~e . ~ , 15 I w ~ 1 ..5 el n ~ 5 . . , . A 3 17 1 I- bp ~ z► Q1 ~ I I _55 t I ~ i 1 1 ~ p 33 . t~~ ~ 1 r i; D1 '34- • ~ ~ o ~ 7 000 . N FR i 5 • _2 0 . - l - - M I , 6 9 ~ . ~j A ►n ~~r" . A A / . Kof V z ~ . 9 . 3 PE.4 1 4rQ 1 60002 1 . Y , ~ - ~r y ~ 5P 10 2' 61 _ 1 5 1 ~ ~ 1 ~ 3 , ` ~ 3 a ~ ~ M ti 4,-,* l c 1 . I ' C N t ~ z~~ ~ 64- . 1 _ 5 ~ ro ~ _ t 1 71 ~J q _ 1~.._ 31,1 . , 71 5 . ~ , ~ osa. . 9 ~ - - . , 77 D -4 _ _.s-- I ,v 1 ( 4 ~ , ~ ~.~r .,---t- ~ ~ 9.. I ao 4 2 . _ I . I ~ . i ► . J ~ 1 . I ~ ~ - - a ~ - t f AW ~ • •.t~ a•4 " ~a►y,`; , ! ~r I Hr~ ~ • i i ~ f ' ~ ';~L• R s ~ ~ 4~- . . I ' ~ , , ~ ` ~ . ~l.',~ . ~ ~ . ~ _ ' . ~ . ~ e ~ : - -x ~ 9, `.a.t . , ' ~ ,a . ' . ~`F'r ~ ' ~r ~ ~ x, ,t , i`~ , , , , ,r,. , ~ , ~ .1 i , { s -.f-.. ~ ' 1 ~ ~ - ~ . yr~ _ 1 ~ . . - ' • . . . • i , , * ~ _ . r~ ~ ~a^1~ ~'f , . ~ i ~ , y~ .~11** ~ ~ ~i r - ~ LG'~.l; ~ . r ~1 ~ ~ .Ej► . ~ ~ ~ ~ ! i~ ~ IY rc' ,4~,. ~ ~ ,~'.~7~~^~ ~i~~ f, . . M~. . ~ r ~ ~t,~f`~ ...a ti ~-e' y~ ;~4.. .r;+~ ti } ti L • ~