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4th E 11715 DON HENRICHS 40 UNIT APT f 1 ` 4TH E 11715 DATE FINALED ElvGINEER' S REVIEW SHEET BY MYLARI/ CANCELED BLDG. PERMIT # B95107 _95 Related File # (P-1464/ZE-64-84) Date to Review 7/17/95 Time 11:00 Review Type Pre-Construction Date Received 7/3/95 Project Name DON HENRICHS 40 UNIT APT BLDG SQ FT Range - Township - Section 45211.310A SITE ADDRESS 4TH E 11715 / E SULLIVAN/W LJNION/N 4TH PARCEL Applicant's Name DON HENRICHS Phone 928-7-96 Address 2918 N ARGONNE Phone 2# SPOKANE WA 99212 FLOOD ZONE NO Agreement to pay fees: Owner's/address/phone DON HENRICHS 2918 N ARGONNE SPOKANE WA 99212 928-7096 Buildiag Contact Person: Jeff Forry Ext 103 / DAWN DOMPIER Phone 456-3675 D Le ed Description Initials • ~ s• ~,(o / q6 AGREEMENT TO PAY FEES OR PRIORITY FEE COMPLETED & COPY TO~ACCOUNTIN(`' ~ ~ NOTICE TO PUBLIC # 1 3 4 6 COMPLETED - OR NEEDS TO BE SIGNED /-V /J~P DESIGN DEVIATION SUBIvIITT'ED/DATE COMPLETED -MAILED S /y /_?~_BOND AMOUNT RECIEVED $ !pt BOND RELEASED - ROAD & DRAINAGE IMPROVEMENTS STAMPED MYLARS TO PERMIT TECHNICAN (SYL/SUZANNE) APPROACH PERMIT # ROAD/S WIDTH/S C o A_ . °J CP ~ ~ • ~c..o..~J ~ ~ ~ ~ * -P~.~,,,.'.s ~o.~c. • __(o ~ L 02 Ti r,'"'t -7-. 4 AA,43 ~a' ~ ~ 9r ~t • IAt,lb . ~e ;ZV "~l2 7- !~rYl C~O . L~/Z ,•t~.fi-~ . a•.> . _ O i ezy A') . ~ • ~ - ` ~ ~ 1 • PROJECT NUMBER= 95004817 APPLICATION' DAT 0?/06/95 PAGE= 01 THIS IS NOT A PERMIT PENALTIES WILL BE ASSESSED FOR COMMENCING WORK WITHOUT A PERMIT ~I ~~7~ SITE STREET= 11715 E 4TH AVE PARCEL#= 45211.-~3.- ADDRESS= SPOKANE WA 99206 PERMIT USE= APARTMENT COMPLEX - BUILDING #1 PLAT#= 004191 PLAT NAME= JACOBS ADDITION (WAS TEDROW AD BLOCK= 1 LOT= 3 ZONE= UR 22 DIST#= F AREA= 00000000 F/A= F WIDTH= 326 DEPTH= 379 R/W= 40 OF BLDGS= 1 # DWELLINGS= 1 WATER DIST = MODERN OWNER= HENRICHS, DON PHONE= 509 928 7096 STREET= 2918 N ARGONNE ADDRESS= SPOKANE WA 99212 ~ CONTACT NAME= DON HENRICHS ' PHONE NUMBER= 509 928 7096 BUILDING SETBACKS: FRONT= UNK LEFT= UNK RIGHT= UNK REAR= UNK REVIEW INFORMATION DEPARTMENT REVIEW REQUIREMENT BUILDING REVIEW COORDINATOB. - D DOMPIER COMMENTS: BUILDING PLAN REVIEW REQUIRED 6j26~' PcP~'RpVAlCO~1~10~ 5'18mv-r- s N~ QR,~LJ1N~ s~. 70 DEA►9rnFrN oc But nY~s~ enin PtAN~~ FOQ. ~.tSViEUJ ATtD IRStqu.A"noN " fe14.AwfNk: 1. ALAWn1s~ BUILDING ZONING/SITE REVIEW COMMENTS: l.~ ENGINEER SITE DRAINAGE TO BE REVIEW D ~ v COMMENTS : HEALTHDIST NEW OR ADDITIONAL WASTE WATER COMMENTS : ~ • 11 CI 5 _ lk a~ UTILITIES W/IN PRIORITY SEWE AREA `l a , . . . 1)4 ar COMMENTS: FIRE DISTR FIRE FLOW TO BE REVIEWED ~ . +0 G. ~ ~ REPORT Ok' 7l17I95 PRE-APPY.ICA'i7ON C[]Nk'ERENCE 11715 EAST 4TS - 40 i]N'YT APA.RfiM[ENT 'e: n f ir-' ~p r•ar'" '3's~ M1°"~--r'~'a' `'9`= i~`~..^+ 'r.'+~+'iz.rc.2 i.7~ P"fi`!i/t ~~r''~~ "Y'"~ 2.'.m;'?`'~~'t_ ''~wS,~I ~ r • "~49`' ~ E ° ' a~~.;~sia~ ".~;,,~:1~ x~ - _.~~=-+IADR~~'~`~-_'-'_~:° •~~~~~n~~r,'C[TY~"$~~~_~-,1?,~fil'A'C~F:~~~` ~ ~;~LiF ~~~~,~-e ~ .~1-1~~1~': ,~Ca,rli'ACr'°-~._ j'~~ s~ :M x fd' ` >i ~"P i~~: ~w~.- or~. ~ - _ =~!lF~ 4kS 1~~',; K o..~w ::w .f, • 29~6k B Sf~lGi~ tG7 iE~ ~~:s;h.4 • ri3k~,~W,~►'~'~`"',+~ STATE FNYIRflNMEATAI. P'OLiCY ACT (SEPA) Zn accordatc-e with the Waehington 5t.ate Envirnnmental Po9icy Ack {SEPA} WAC 197-11-314 a threahvld detcrminekion ie requircd by the Div'ke'ton of Suildinga (D48). An eirvironmentef cheaklist neecis to be prepered and hubmitted to aesist the DDB in rn$king the threshnld cietermination fnr circulatiort to sgerciea vf juriadiQiion. PERMITS CANNOT BE ISSLTED LJN'TFL AFTER TFIE zSSUAd►iCE OF A THRE3HOLT3 DETERMINATj41wd AND A 15-DAY PLTBI.IC COMMENT PEIZIC]D. FRO,JECT OVERVIIEW The appliCertt propoaes to build a40~-unit a;rarlment CUmplcz. Alf buildinga ekre 2 1f2 staries with each bcing 69t}0 sc; it. Garagcs will $1so be built on aite. There are nv future plen.s far a ewimr,ting pocaY ar Eecreationel building et khia time. SLJMMARY OF PROPOSEa M1 ~ u'I:'~~ = N.~C, ~ . . ' _ ` ` ~~~y 1~~.~`- `V ~m ..16i k i : r . . . . 3~.~~•in'~(,i J~ _ z`s, r'au« t~ ~ti7~ ~ } "1S'~a .-i~5 z x.L~ rv ' iCJ~yy { r ' 4~~ +Y d~ 70 3 ~'d~r f" t~ ~ v K•:~' ~Y '~.'SZ. *.•'r(, ~ no ~ ~ ~ ti+Gi#~4 , „ 1~RH ~e'kV6~~L~~ M F r r`r.aW.L _ 'VlY "_"7rNPS[•i':J~'~}~ >~+.i'R5l' - w-, 7: ~q~; i~~■W15lL'RTIw~Vii~} ~Y'1~.~ a ~ F~v zc v:r3......~~„ arn ~ yr'rx i~' ~"=~?'>s 1 ~`"a7'p~-!~x"°,. er~ C rR~ 4 n, ~ } o ~ i i.P6rJ~4~3~~ {+126-±~ - ' r+~ ~;~~t~~~,~i{?~ f i `~ta•"X•' -"5p. w'~. --:n-r~ ws.ewri~6~;>6~fi ^-,ea ~x ~~~i_x~ Nik -Q "~y~,,. . ks~~4~ ti r,, ~ D1SC[1SSIOhI 'FOPICS Marificatinnz, &dditians, iF1d S.gatC1i4f1F 4O VYf14tOF1 CWTATIlA#>> DIVISION OF BUILDING5 ZONTNG REVlEW t456--3675) CC]N°TACT: LORNE LAKSHAS. * Written coanments were prepared & a copyr given to the applicant. * Prvpert}r lies within the Aquifer Sensitve Area and shall comply with the raguirements of 14.706 per th~ Spokane Couuty Zvning Code. * Pravide a geaerai informatioa legend on the site plan. IENGXNEEWNG & ROADS (456r3600) CON'PACTr PA[7If LENNEMAIrT. ~ * VYnt#en comnaeats were prepered & acopy given to the applicant. * Submi# a dra.iaage and rosd plan for 4th . _ * Cvntact depattment far sppraach wiclth. * Five (5) foo# setaside on 4th, HEALTH DISTRICT (324-1560) CQNTACT: DA.tVL VYAY *Wn#ten coaYments were prepareci & a copY given to the applic$nt. * Contact 1ocaT refuse company regarciing location of clumpster, to allovv tumaraund for their vehicles. * Ali constsuction debris must be #aken to a licensed dispasal facil,ity; no on-site burning or but`ra1 will be authurized. * Health ~.7eparbnent ready to relcase pertnit F.YR1E DYSMCT NO. 1(928-2462) Cf]NTACT: PAUL CHASE. *Knvx bvx requ'tred with same key switch to do both g,a#es. * TslaM to be moved tack 35' fr4m curb. * 30' radius vf feer. * Threes fire hydrants will be mquired--entrance, south arjd cast. Appraxi.mately 50' away firom building. DMSTON OT $UIL,DINGS PLAN REViEW (456r3675) CD1tiITACfi: `I`OiVi PflST,LEWAIT. * V4rri#ten r.omments rvere preparad a copY given #o tlte applicant. * F'or infvrriation an the Amexiea.ns with Disabilities Act, ca11 1-840-435-7232. *Tf garage is over 3000 sf, a two-hour area ssparatinn 3va11 neWs to be providscl. *Wicate accessi6le route of trarrel frum huilding' s entry to public way. * Yndicstte tha lacatioia of the tvvo " "A" uuits on the floar pla~ for reviaw. # Effective 4l1194 aU comrnercial projwts sW demonstmte compltance wi#h khe Non-Re,sidential Energy Code. * Verify tha# a miaurium af 10' is ma.inukinari betweers Building 3 and ga.rage. I)EPARTMF,N'T OF UTILITIOES (456r3644) CON'I"AC'Y'. JIM RETl. * Contact Utility Department fvt comments. SEE REVERSF FC7R PERMIT RELEA SE REO UI'REMENTS R j4 K 4 PERMIT RELEASE REQUIREMENTS Please submit seven (7) sets of revised site, drainage, arrd landscape plans plus two (2) complele. sels of construction drawings to the Department of Buildings for acknowldgement and distribution to all the appropricue agencies. In order for all agencies to expeditiously process your project, it is important that subrnittafs include all necessary drawings and documents to ensure that review of your project is cornpleted in the least amount of tirne. Documents should include: building address and legal description of property. Spokane County's Project Review Coordinator will be Dawn Dompier at the Div. of Buildings (456-3675). ZONING ENGINEER HEALTH FIRE BLDG ~ . . . . .'.LY: • 1•~ti•••:Y.N'. Y~tititti~ 1~•:; ~.v. . • . : ; . v•.}V.:_:: •.titi•rKK Y}YI ' . , • ' r r•: }L 1 ~y ~ . Y: \1L~ v • . ' . 3 .•y,j:~:`': ; G; r.;r,.3~n.~<.:a~~~: ~ r,,•x?: : o:: >~xr v~ .a .:~~:~XY <~Y: r ~ J rr. .~v :S : : . • . : ~ . .L,v,.,v,: . . ti.L . . ti v . . . :.ti tir~ r.. :2L ~;tiri;` .,Z~~,~:•~: :,:r:::: r.uy~~v2~r~~: :~•,.;Jk•'~~,' ~.~S:~v <~:>r. 4~.~ . . ::•:::::.......ti.~.~~.ti..>....... ...r. v~...... v:.....:. .....r.•.ti•. :.,..f.,M1111~; ..ti~.:,'r.•4;,;;•:~~.r'. . n ~.~~'"S`?~..E:t 1 ~General Information legend.. . . ~ X ~ ~ 2+Bicycle racks (location & number) ~ X 31 Building height in stories & feet ~ X 41 Exterior lighting/direction of illumination ~ X 5 ~ Exterior storage areas ~ X 6~Fence location, heigbt, & type ~ X 7~P$rking stalls (number, stripiag, dimension, directional arrows) ~ X 8 ~ Drainage/slope of loading dock and/or roofs X 915' set aside for future road improvements on 4th Avenue X io xanaica~..:. stalls & - acces swa?' ic~ bia~~) { . . . . . . . . . : . ~ : . : : :ar.: .lan...: , . . . . . . . . : r, :s S into & w . v..: . .f . x . >w..,;;~,••: s ::::::::;::?:>:i:S: :.:c•:t<.:~.ti...«;>,:r::. x:<,. :1.... n . , ; • . ~r i: ~1(~[~ y ` `T Z~1( . U:•v,:?'}}}i.{?:~. ~ .v}:::::: ^.ti~ v.{v.ti . } . , r. : 4•: .r. }:ti~:•,r{ ~ r.•:....~. • }:titi ...L :tifi: ~ :::ti~C{•}:•: .v.ti . . r ti~. . { ' n i'v :4'•'. s:+ • ti . • y v... •i'f.4'!.~ .ti' r:••• '7W.i~~~' :.ir.•r• rr. . •.vh~ ::i•$::i_.....?{ }:i{:~ {~'r,• .~yy ......r......~v.{...:::::...........tiv........ 4-,~.r_~ .................i: • , .;{ti:f:. ~v~.}:'~'{.;:.:..'.: {l{::.;. y . ....:::'.:~•.1 . ..JIf:l~,.f:...: •!.1'........~ . .............:::1:l.':f.. :.e. }!..........r........• .r.~.r.... ~ . . , . . . . l:•.:. 11 A :he parcels X 12 Nuestimate ~ X 13 A reement to pay fees & minimum requirements list X 14 Approach permit for access to county roads X 15 1Critical Materials list X ( X 16) Lock (Knox) box entry system form X ~ 17~Special NREC Plan Reviewer/Inspector X ...y. ....y...... :v........ . .1ti •.}•.}.Y:{:~.; tw::::::.w.}•r .}v:x::: •.vr:::::: v~.vrn• .vx:l.•r.•: ~ • ~ +f r•:•",fr,Y{vrM1 fJr'~: f rrfi~'7: : ~;¢~.fi r• frriry'r~'ir:': ~ . . ti.ti.}..::~}~;:;{:$};:•;.~:..;•$..~..}L~w.. ~•:r. •.vr i:[•t;•• 1~'i~:::iti•}i.:v.. ? ..ti ~.{y • ' ~ n :i ~titi :tSi4.tiC ti~: :..}v.:' ' tititi~: ~ i::~'• v ti{~t. r ti ~:.w.tCG ; . :.v ' ~iC.',, . :i~ S. ~ i.~r:`k.. ti h.. <C~ ~ . . ~ . r •;r:;;YSi:v:tiS::{t:•:• 'ti?:?~.•{::.y~:v +~'.~ivS$:~ •:{ti~.ti:•i.~ .{v: ti~ti{~LCvY~:•:v:C•.it{r:(: •ryr ,1.;.} k ~ r ~ '•'y<•} . . ,..:{~~.v'n:~.;:.... ti : . >v:::~. r.... . y~ 'y.... . L : , 18 ~ Barrier-Free Requirements (WAC 51-20) X 191Construction drawings & kitchen equipment schedule X 201 Heating, ventilation & air conditioning drawings 211 Plumbing details for Bldg #l X 221Separation wall details X 23 1 Structural drawings with wet stamps & calculations x I \ Sigriature of Coordin tor ~ Signature of Plan Reviewer Project No: 95004817 F .a a ~ . Page 1 OFFIC£ OF TB$ COUNTY ENGINE£SR - SPOKANE COIINTY, WASHINGTON Project: 40 Unit Apartment Date: 7-17-95 Address: 11715 E. 4th Ref No. B95107 Parcel No: 45211.310V Review Pre App The County Engineering Department has completed a review of the above referenced project. The following information must be provided in order for us to proceed with our review. A) For any new impervious surface area a drainage plan for the site shall be prepared in compliance with Spokane County "Guidelines for Stormwater Management". At a minimum the plan must.contain: 1. Drainage calculations for stormwater volumes generated on site. 2. Calculations for total impervious surfaces contained within the site. 3. Finished grade elevations for structures to be constructed on site. 4. Finished grade elevations at the top and bottom of the 208 swale. 5. A typical cross section of the 208 swale. 6. Calculations to justify the number and type of drywells proposed. 7. Elevation of drywell iniets where applicable. 8. Copy of the proposed landscape plan. B) The subject property is affected by the "Findings and Order" and the "Conditions of Approval" for the following land use action: Spokane County Zone Change No. ZE 64-84 Final Plat PE 1464-84 C) The following improvements within adj acent Right of Way are required prior to the release of a building permit: 1. You must submit road and drainage plans for street improvements. These must be prepared by an engineer. Plans must be prepared for the following streets: a. Fourth Ave, Collector Arterial standard NOTE: Road plans where developed under PE-1464-84 and need to be submitted for approval. All required construction (sidewalk/curbing/pavement) within the Public Road Right of Way is to be completed prior to the release of a building permit or a financial guaranty in an amount estimated by the County Engineer to cover the cost of construction or improvements shall be filed with the County Engineer. Required plans are'to be submitted prior to estimating the amount of the financial guaranty or permit release. , ,-i -t '4# page 2 2. Approach perrnits must be obtained, after a site plan has been approved, and befare the issuance of a building perrnit, f rom the County Engineering DeparGment far any new or improued dri-vetaay approaches to the follawing ~treets : ~ a. ~h OW ~ ~ ~ D} Insufficient inf armation was submitted with, thc propnsal _ We are unable to proceed with our review. We will need the following hefore vre can proceed: 1. Site Plari. 2. Drainage plan as specifzed. 3. t7ther inf orrnat ion : a. A parking and traffic circulation plan shall be subrnitted and approved by the Spokane County Engineer. The design, locatian and arrangement of parking stalls shall be in accordance with standard traffic engineering practices. Paving as required by the County Planning Ordinancea will be required far any portion of the project which is to be occupied or traveled by vehicles.It is iilegal ta back out onto the Right of Way. c. The County Arterial Road Plan identzfies 4th Avenue as a Collector Arterial. The existin~ ~~ght-of-way width of 60 feet is rLot consistenC with that specified in the Plan. Irz order to implement the Arterial Road Plan, in addition to the required right-of-way dedication, a strip of property 5feet in width along the 4th Ave. frvntage shall be set aside in reserve. This praperty may be acquired by Spokane County at the time arterial imp~ovements are made to 4th Avenue. E) i3ti~~ty Candition. Pe,rmittee is respansible for arranging for all necessaz`y utility adjustments ar re1ocation as reqtzired for compietion of the irnprovement. F) The owner ❑f the praperty ar the authorized representative must complete and sign Spo}cane County Engineers "Agreement ta pay Fees". This document must be returned ta the County Engineers Df f ice . Plan review wili not be campleted until this document is executed. This document is attached to these comments. Please return the coYnpleted Agreement to yvur contact person at the Engineers Department_ The applicant ❑r their representative is responsible f or including each item tha-t is rnarked "Required By This Proj ect " in their submittal in accordance with the checklist descriptians. Each item submitted that is to meet the checklist shall be checked off by the applicant or their represen+tative. Submi~~~~s which do .not conform to the above requirements will be returned for further items with no review being accomplished. This will prolong the review process. If changes occur in the requirernents for the px`oj ect because of further conversatians with Spakane Cvunty represeritatives, please attach a note explaining the agreed upori change in requirements. when the applicants' submittal is finally appravedl the Engineers departrnent will ~ • ~ Page 3 release their portion of the Building Permit. Your contact person at the County Engineering Department is Paul Lennemann, 456-3600. , 1 • • Page 1 OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Project: 40 Unit Apartment Date: 8-6-96 Address: 11715 E. 4th Ref No. B95107 Parcel No: 45211.3104 Review 1 The County Engineering Department has completed a review of the above referenced project. The following items must be addressed prior to acceptance of the road plans: 1. Provide asphalt tapers inbound to and outbound from the site, per M.U.T.C.D. standards for shoulder tapers. 2. State on the plans who will be moving the three power poles that currently sit within the County R/W. 3. The station for the east drywell is called out as 6+03.36 on the plan view and 6+03.63 on the profile. Please correct this typo. 4. On the typical section, the curb and gutter should be noted as Type B, instead of Type A. 5. The widths shown on the typical section for the asphalt, sidewalk, and R/W add up to only 281. Please correct this to show a total of 30'. 6. The centerline offsets for the drywell grates should be 18.5' to the street-side face of the grate, or 19.25' to the centerline of the grate. The plans show the offset as 19' left of centerline. Please clarify this. Your contact at the County Engineers office is Doug Busko, 456- 3600. . . 6& impson Engineefs, ne. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road ~ Spokane, WA 99212 (509) 926-1322 • Fax: 926-1323 , TO: / ir r / SUBJECT: DATE: 61/<7r/9% . ~ N-e-~4,-c4ed is o~~ 17 G'17cl Ccvwn e'ver o..r Signed . Page 1 OF'FICE OMF THE COCiNTY ENG2NEER SPOKANE COUNTYF WASHINGTOAT Fraj ect : 40 Unit Apartment Date : 8-6-96 _ Address,: 11725 E. 4th Ref N'a.B95107 ParceZ 1Vo: 45211.3104 Review The Coun.ty Engineex'ing Department has completed a revieva of the above referenced project. The following items must be addressed prior to acceptance of the road pians : , 1. Provide asphalt tapers inbQUnd to anr3 outbound.from the sitef Jp5e~ per M. U. T. C. D . standards for shoulder tapers . - - - 2. S-tate-on the plarxs wha wi11 be maving the three pcvaer pales y 9r, ~a that currently sit withzn the Count~r R/W. l 3. T~~ ~~ation for the east drywell is called out as 6+03.36 an the plan view arid 6+03.53 on the profile. Please correct this - - typo. r 4. On the typical section, the curb and gut-ter should be nated as Type B, inste ad of Type A. . , _ 5. The widths shown on the typical seck.ion for the asphalt 1 sidewalk, and R/W add up to anly 2S1, Please correct this ta show a total of 301 6. The centerline af f sets f or the dr~rwelZ gra~.es should be 18 . 5 ' to the street-side face of the grate, or 19.25' to the centerline .A , of the grate. The plans show the affset as 19' left of . . centerline. Please clarify this. Your contact at the County Engineers nffice is Doug Busko, 456- . . ~ ~ . ~ . ~ K f • . . , ~ ♦ - ~PERM T DQCUMENT TRANSM TTAL Spokane County Division of Buildings 1026 W Broadway Ave. • Spokane, WA. 99260 Project Address: ~ I rl 15 e 44") Project 5 _ t4P, i ~ gusiness Name: L40 1)r)LJ--AP4- CONTACT: ,parN +A C-rsf;r_hs Phone: c?2R .r1oc4t, Mailing Address: N24 frp5 Ar q a212 COORDINATOR: Phone: ~ RECEW . . DOCUMENTS CIRCULATED AM 2 7 199fi Description ~664TiiQUIG C Bulldlny Zoninfl EnQMoerc Neafth DIstFlro71~, UUlltlec JiUNI 1 ENGIN [tR , . V ~ t~ . c~ . fl ~ m . . r 9 ~ ~ ~ . Received By Date of Transmittal: g~GL Circulated by: 1 I ' + Q~ ~'cc;U~1►~aC~~s o p~~~i~~~C~w~, . DESI-nu-4. L%L D a A. ~--~-eonrOcchs Ao O oAa 4&% N. 2918 Argonne Road, Suite 200 • Spohane, Wa 99212 •(509) 928-7096RE&fVEV9) 928 7297 SPOKANE COUNTY AUGUST 22, 1996 AUG 2 6 1996 Ms. Carol Frazier ' Spokane County Dept. of Buildings OIVISION OF BUILDING AND PLANNING 1026 W. Broadway BY: Spokane Wa. 99206 Re: 11715 E. 4th - 40 Unit Apartment Complex, Parcel #45211.3103 P.C. # 95-4817 Subject: Savings Agreement Carol, = In reference to our phone conversation as of August 22, 1996, I am enclosing the Savings Agreement to be dispersed accordingly. If any additional information is required please contact us at 928-7096. Thank.4; . , ' - n Lee J. Schwartzenburg Design Alliance Architects . , , AU G- 22 - 96 T H ! I 1 T. :ry lJ AL L1 Ci Ah-I D jZ- H l•J E 'r'i F' - F' 1 ~ , „ , , .t , . • • , ' ♦ . ' 'K f • • ~ ' ~ , ~ . +~~08fiRT D. WALOO ~~A!~-ZO AI~~~I~ SCHWEDA, P.S. TELEPHONE ' ~ PETEA S. SCH'/VEDQ • . _ Attorrr~ys at Law ~ 14919243888 . . . ~ , . . NbRiH 2206 PIR!EG RflAQ FAX • , SPOKANE,'NASFiINGTON 99208-4766 ~ . ;"5491922-2198' . . . . . . . • ~ ~ ~ ; . . . : ~ " . . : , • ~ , Post-itf, Fax hlote 7671 'e~~~ ~Ongogy ~ . ' ' • , . ~ 70 ~ bu r- . . . . . , . ~ ~ . . . ~ G'~ C ~'1' I • ' - ' . , a. . _ . jPl,ono ~ J.2 y~ 3G . . ; ~ . . ~ugust 20, 1996 Phono 6 • . • ~ ' ' ~ - . ! Fax t~ C~ 4Fa-4 # . . . ; : . . . l Mr. Ddvid Perta f , . . . . . , C:aunty En►gineers Office - 'Third Floor . ~ . I026 West }3roadway ~ Spokane: 'A'A 99260. FtE: Bond Release = Jacobs Addition , , . - . . . . , , ~ eaz~ Ms. Perto: ~ . . . . A,ttached Assignment provided for 'release of t}xe attached Note and De,ed of T'rust as per ~ ~ . your insuuruons faxed July 21. . . ~ ~ . , please send the xecanveyance dacurxaents ~ to', our . ozfive at the letterhead address, z= cUllected a reconveyance fee ai our closing of Rass Taylcr selling to Fourth Avenue Forty, . I.:-L.C. . . . . ~ . Call if you l►ave any questians. - . . , . . . . : ~ . • ~ • ~ C1~~~1 r~'1r rt n C a Si ncerely, . . . . vi . . ~ ~ ~ Beverly R. VaZk - . . ' . . . , . . . , . Y : . ~ ~ : - , . . ' ~ Real Estate Closex . . . , . . . . . Enclo; ures: 2 . . . ~ : . ; . , , . • ~ ~ A 111 I i 7~ NY~ '~t~ ~'~'~~Y~TL~ 1~~'.~', L.L.~t ~ a "~r~ I~~rtit~.}a .I~iab.~l:. L ~ ~ {~t-vSlf~~cr here ~F ~t~~i~r~s t~ ~~~~r~~•~C ~C~CT~''~, j p~1ific~~l su~~divtfii~ri or ~1le $t~tc 0~ ~~r;~-~~;~~~~ar~, i `1 , ~ilti'~~1~~ ~~~~~13t~eti~~~' ~~~~11~~`•~ ~~•~,.~--r~~ 1~ ' S~Z ~'}~t rA[°L ;1tR0~1tl4 [;1r _ $10, 90 • - N . _A6 ~nnd by Battd nr cc) . ~s~ t, ' yixhe~e is scc«ril~~ nr t~,e #`uli :~nfj f~~liiliftkt jr~rf~r~~;~~ce ~r u - M~t`I7 ~ A~~~L I~RW~'~_ L. L .C . . P1 , ~~~r4tf or~~rtain io,--A5, rVIOri1RMV0 and c~riltn~~e hcl~ik,S for , t- -JACOW ~~ITIOti atid zone chz~~~~ ~',L4 55°87 ~ H~~nr tlr~•~~ops~rnl ~ ~ ~ . ~~~c~;i~icc1 i~~ +l+t ~~pical sect,Qr~ ind ~r~;,d:►r~~r i nnp~rov~:rr~entR spcci~'~cnk~otat Cor ss~ic~ pr ~W~, dater? J.ly of anti on frl: in fltt Of~~~ or iiie Ipok;~~~ ~QUritY,EmOim~r. for reconvoyan~~ ~z Dood of T_r.~st &'ted rdai.ng 1-b. 8806300209 11 1988~ -under Sjpokane Auritor's ~'~e co ~ny 1nterest be11,~ Cts ac cfi,frtg uncfes fi.1 sci :mv ~ti pur ec ri x(ictlc sixa f~ rowifli~ i h ~tqoly ot MURV~i AVCNL.E i-ORW , L.L C . _ _.,._~r - -,r _ - - ~ . - . a . ~ ~ ~•+~3~a~* . ce:-(id~c~~~e tr~ ~ne rr.~e~:~;cd to . ~U~'2i W~ ~~'_'~'Fy, C ' -1 ~ ' s r ~ . ~1rti~~fo~+~'P mr wr;kr+ con~r.o# Anr1 ~~rte~.~r~enk arspolenne Couitty, or nny oth,!s' rmfly orifiy wi'lll tl3c V1-1 PR.O%~~'rtf~~~:3, . ~.~..~~r...~~_._a., , PXIA f'3f.71!i ~ in (ai c= S°~vit:Es la#~fir~te rt ~'tr:rt~:c1 cl h~rrc;~-Fat.~ove .~,~an ~t~ritic to '~n t -~+tl~'e { ' ~;~y ~v~r t~ ~~~~:~,ne ~ ~~l or ~'fi c~~-~~~r~ ~ t~~ ~ n ~~e;tigtece;~f~~~ !'rnin 11)e ~ P~+~c~,xt roo~lli4}~ ~.n ~:i:~rc~~i, I1I:it Zji~ plr:p~ms rof wil3d, ;kt Sw,{;nv wiirlr11~t wl: i.tslan~~ 1,,ave. fsot btr-n rriily ind rh;Rhrul1y perftormecl 1~s repirrc# -mvi.~ ~wvm#wrrt or ri,t,; inno±rnt c.-Fmoney wfixtili llrt Cokin#y ,itg r`,~~~r ~r's rcs~t~~r~~l f,r;~fi n st~t~+ft1i;~t ~~rtI~~r~t( nt`rnorlGy %v11}CIl ~f1 e ~:ro~f~) I Snp'r;~~r ~~crms ~±~ccss~r~r tn complet~ cUcit ° ~ ubfigation. LTI:oq rect;pt vf scICIt writfet~ ~~curnew~iflQn, r1JS~~"~'~ ; ` , ....r.,_~.u~ . .~.w..........s~Y._v...d._~..~_.~. ~-A - ~ ~ Li~k•rl~~~~~ ~ 1 " , 4..~.~._.,, _ ! ,it`Ctby m1lhof`I~ed Q ~ Ps rd~ l'~dfltY ° + i ~ , to t~ ~~okmic Cotf~ty il,1! 2m6Li 4 r rn ou o y requ c~>kel tip tn (114 n~-ax ~~3vi.1rti am at4l y~ Ilw i1i~ 41a,11 t~gr, certxf~~~(,4.. ~ r~ ~ f.tr trZj), T ~ ; 1u - 4 f i ~~~~~lya ~ °4YYHiF~~~~~c`r~.1` i~~4~~~ ' • . ' . 1 s`~~) rR rf131~ ~ P "ITY ~,l 1`ATF, W ~ , • ON~ ~i~ i1srM pl~ll~~... , ~t~ 3.-i•ai~~C-~-° j , 1~ C#I y _ a ` , _ r ~ ; ~ . L}G~1 n-~.(D t°L,~~ ~ ~I,"ATE ~~~►'~i~ic~.~~ ~ ~ Oi: t1:#s drrmvorrrrll3° ~ppemre~ before iitr. .,'_..L',0N.j MRI.TO:I~..~~g~..r~~..~[~.~:.:I~c~.~~.,~~~~,~'~•i c known 1ei m~ ro be ilrr iri.Xx~idlterTft) rfr.sCr0w(f t►f ix~)d w!ro mecrrfed lTfe wifhAn aw1fore,~~L)rrT,y fa{fr-7rnierr. orid Jrcl.slrelrlsoy Tr"gned tlie mttri a.~ hislTrrrhher`rfrzre and tiwitirrfary acf efT daed for tli e cme,t nad pitrpO,StS fltereirr ,stoTed, ax~d ho iq %xecute saa.c~-docamr~t as mxizqp~'ng partner of _D30VM nM. IE roal'`~, L.L.C. a;,0hori.zscl t~ L i GTVV.N ~-~~L f1~i.s d,~ry~ ALDO W r ti,r~~4,hO+ON ~ ~~~f~ }~rll}lic irl r~1~r~ ilic Srafe of Wasla:•r`1q,1011 SWE C ~ ~ }41 h1TV {)p '~p~.1Kr11t; _ _ ~ r~~~~SfJi~#ihrrlJl Y.~iiJ~i?Ifl ~f~!f1~'f11kF+ • . t. * 1 BOND ESTimA I L ` - - - - - - - - - - - - PRC]JECT Don Hen rich s 40, Unit Apts. E. 11715 4th iVAME Doug Buska DAT'E 07-Jun-96 DRAINACE rTENiS; LJIVITS QUANTITY PRICE CDST 1) Drywell - Type A EA 1250.00 0.00 2) Drywell - Type 8 EA 1 1560.00 1560.00 3) Grafie - Type 1 EA 315.00 0.00 4) Grate fiype 2 E4 340.00 0.00 5} Grate - Type 4 EA 1 300.00 300.00 6} BackfiIP For D1N CV 40 16.00 640.00 7) Concrete Inlet EA 750.00 0.00 8} C. M. Prpe 10" Dia. LF 2100 0.00 C.M. Pipe 12" aia. 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 1504.40 D.00 13} Saiid lid EA 310.00 0.00 14) Qitch Excavation CY 10.00 0.00 15} Sod SF M0 0.00 - - - - - - - - - - NDN STANDARD DRAiNAGE ITEMS 1} Wiibert Vauit Curb Iniet EA 250.00 0.00 2} 0.00 3} 0.00 4) 0.00 5) 0,0(l 6) 0.00 DRAINAGE SUBTOTAL 2500.0[} 16) Mvnurnents EA 185.00 0.00 17} Barricade LF 33.00 0.00 18) Street Signs EA 85.00 0.00 OTHER SUBTQTAL 0.00 - - - GRAQING, SIJRFACtNG, CURB, ACVQ 51dEWALK 19} Rough Grade CY 87 10.00 870.00 20} Top Course CY 52 16.00 832.00 21) ease Course CY 16.00 100 22) Asphal# Concrete Tvns 71 44.40 3152.40 23) Curb Type A LF 7.00 0.00 24) Curb Type B LF 326 8.00 2608M 25} Curb Type R LF 8.00 0.00 26) Sideuvalk SQ YD 217 16.70 3623.90 N4N-STANDARD ROAD ITEMS 1 0.00 2) 0,00 3) 0.00 4) 0.00 . GRADING AND SURFACtNG 11086.30 CRAND TOTAL r' STREFT QLrANTITIES PROJECT NO.- B95107 DESIGNER- DOUG BUSKO DATE- 6/ 7/96 PROJECT DESCRIPTION- DON HENRICHS 40 UNIT APT. E. 11715 4TH AVENUE STREET 1 NAME- 4TH AVENUE LENGTH- 326.00 FT. WIDTH- 7.50 FT. BEGINNING STATION = 671.00 ENDING STATION = 997.00 ONE SIDE ONLY PWIDTH= 18.50 EWIDTH= 11.00 QWIDTH= 0.00 TERM # 1: TAPER TAPER LENGTH = 50.00 TERM # 2: TAPER TAPER LENGTH = 50.00 ITEM MEASUREMENT QUANTITY SURFACE AREA- 2820.00 S.F. ROADWAY EXCAVATION 0.83 FT. 87.0 C.Y. CRUSHED SURFACING TOP COURSE 0.50 FT. 52.2 C.Y. CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y. ASPHALT CONCRETE 0.33 FT. 71.4 TONS CURB TYPE B EXISTING 0.00 FT. PROPOSED 326.0 FT. SIDEWALK EXISTIiVG 0.00 S.Y. PROPOSED 217.3 S.Y. TOTALS ROADWAY EXCAVATION 87.0 C.Y. CRUSHED SURFACING TOP COURSE 52.2 C.Y. CRUSHED SURFACING BASE COURSE 0.0 C.Y. ASPHALT CONCRETE 71.4 TONS CURB TYPE B 326.0 FT. SIDEWALK 217.3 S.Y. impson Engineefs, Inc. , CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road • Spokane, WA 99212 (509) 926-1322 • Fax: 926-1323 ~396 ~ W ENG114EER R -ro: 'Do~ S ko E (-r sDo k.,e- Co"P-A., n ,ag-g SUBJECT: le- vI c, Rn~j DATE: 7131 I 9C. ~ va 1 c.v o s ~ l o trY~ /b i- L 1~ r~L. Ci c►. 11 fh ' ( / ~ L^ C' r',~ ~!s v. o h.~- 1 T h_ S 1~ t O~ 4Te ~ JBi~ o h l S G~ ct41) et L ~ G S 1 4}(,~ G r r L a 4 0 7J 1r.,. f~ T~ S l Qs+1 n G L 4AE' P\ C e~ CL qr_ t..J C~ 2I'c_ ✓1 n~ T F' /i f_4*- L X/ t' + S ~ 1--,:\ t s c n e.~ Q " C1 rcx. n r0s F. C. c. `e l~~ r OrN S . P, r 6 O ra ~ P G G~ C? [A1 ~ G~~ • m c~~ J~ S t~ r~ c. I C a.~ ~i ~ n S• •1 ~ O Signed sPoKAvE cOUNTY EVrE R IM RoAc ° DRAIlNAGE ~ . )UBMi'TTAL CHECKI.Ll- _ 1 ' - ~ PROJECT DA~; `713 l9 PROJECT NAME: -1~--At--, o _ 1`,rv-Cj ( E.. 4--6~ Au,z- 4-0 PROJECT SPONSOR: -De- 51 r._ ~ TEL 9L 9" 7 0 9 ~ ~ PR07ECT ENGINEER: ~ 1''''' r TEL ~ ~ Z~O ~ Z- (Road & DcainagC Alans) ~ PROJECT SURVEYOR: m ~e' .--r~ TEL #t (Plat) ~ PLEASE PROVIDE A RESPONSE TO EACH OF THE FOLLOVYIIVG ITEMS. -(~r o n - s ~ ~C_ GENERAL I'I'EMS v« (Rrb C] MA E] 1. A sigaed "AGREEMENT TO PAY FEES" form has been submitted to Spokane County aloag wich any applicable plat fees, prior co any pre-clesignJpresubmittal meeting Ya 10 ,vo 0 NiA 0 I have a copy of, and have teviewed the most reeent condiuons of approval aud any EIS/MDNS requiremeuts and coaclidoas of approval have been incorporaced in ctus plan submiccal. S PROJECT DESIGN ve, 29 r4a 0 N/w 0 1. I have compleced a minimum of one pre-clesign meecing wicb Spokane Counry Developmrnt Engineering Services Engineers wbere agreement was reachr,d on draiaage design approach. vp C] r16 r+,AN 2. I have included che results of any geo[echn.ical cesdng tbac is required by che design approach co verify design parameters. Yy g r,o C]wACI 3. I have iacluded any required pavement design calculacions on new Public roadways as required by che "SPOKANE COCJN'I`Y STr1NDARDS FOR ROAD r1ND SEWER CONSTRUCTION", latest ed.itioa. v« 5@ [3 r~AID 4. The road and cirainabe plaas comply wich the"STANDA.RD ROAD PLaN" requiremencs for plan, prohle, and typical cross seccioo elements contained in"SPOK:ANE COUNTY STANDARDS FOR ROA.D AND SEWER CONSTRUCTION" lacesc cciiaon excepc as allowed chrough approved design deviaaoas. Y~ 9 rw 0 mA 0 5. The cirainage reporc iacorporaces che minimum requiremrnts for a storm drainage anaiysis as aoced in che GSM and ocher icems wtuch are appropriace co demonscrate chac che design meecs all requiremencs of che Spokane Counry GuidelinCS for Scorcuwater Managrmenc exeepc as allowed cluough aQproved design tleviaaons. Yu 0N. C] ruAM b. A complece cirai.nage basin map wicb cime of concencracion pachs shown has been included wich che decailed • hydrology calculations. Drainage basin map shows topography, proposed dcainage feacures, and correlaccs wich hydroloby calculadous. vd 0 w 0 N/,► tg 7. Ihave coordinated traf6c control a.ad signinb requirements wich the Spokane Councy Traffic Enginwr. These requiremeacs are shown on a separate plan sheec; OR are ineorporacrd inco the plans for each road Yn [T w 0►v/,. 0 8. I have includeci copies of all appraved DESIGN DEVIATIONS wluch are required for chis pro}ecc. ,-a C& ►i. 0 euAC3 9. The plans and drainage report are scamped, signcd, aud daceci, a.ad conca.in.6che applicable cercificadon scacemeoc. ,rb C3 N. C] NI,.~ 10. I have inclucled an adequate erosion coQaol plan a.nd applicable scandard plan notes. Ya C] N. C] w,. 2] 11. I have secured approvals from all applicable oucside agencirs such as hre clistriccs wtiere applicable and have included proof of their appcovals.. Vn Cl N. 11 NI,► IN 12. I have provided an acceptable means for perpetual maincenance of sareet a.nd dra.inage facilides chat is accepcable co Spokane Counry and have secured and included copies of any required zasemeacs. Ya Eg N. 0 ru,► C] 13. I have reviewed the plans, calculadons and ocher submiual data for compleceness, accuiacy and coasiscency and have submicted two copies of plans and (1) bound drainage report. Ucrplatv I.0/Ocx95 1. M I uLuerscand chac che requiremcnts noced above are the miuimuui1requirecuents neces~~_ forw a cursory review of che project • ' plaas, and that addicional information slioi, included with ttvs subnuttal as necessazy. , I I understand tUt tWs submittal will be checked for comnleteness prior to revie,w, and chac it will be recurned for furiher infocnnaaon if ic is fnund co be incomplece. I understand that this submittal will not be accepted for review (and placed on the review list) until all required infocmatian has been submitted. Foran completed by che responsible Engineer: rY► rN i Company: SN t w, tD So ,r\ U t Y) E~r S Address: ' v• J 0 9 P1 ~2"-/, r, Yl C-- -R0 at ~ 99Z I Z - Dace: 7 ( 3( ~ 9C., Zlp COdz SUBMITTAL: Accepced for review. Recumrd for subuiiccal of [liC following: GENER.AL ITEM PROJECT DESIGN {f : RESUBMITTAL ITEM ti: Form re[urned co: Company: Address: Dace: By: Spokane Counry Public Worlcs Devrlapaicut Secvices ' Ucrplatv l .0/May95 2 • • 1 • L REQUEST FOR DESIGN DEVIATION $30.00 ~ DATE RoAD rraME cxP/RID # KAME OF PLAT u. C. o~~ 1+1 Qv\ Plat # ADDRESS OF BLDG ~ fvAME OF BLDG PROJECT 4-~ A v En v C_ •40„ Ptgg BLDG# 89 ~l D~ S z. I T ZY R~ FEDERALSTATE PROJECT # PROJECT LIIv1ITS FXISTING CONDI'TIONS: PROPOSID IlviPROVEMENTS: ?.oa.n wtDTx ~ 4- . 4-0 ~ . IGAD sURFACE Pa ~'4 ' Ccatwrw. RU ~ t 'f ' - kVG. DAII.Y TRAFFZC f~l A ,hl P~ Current Traffic Couiu . Design Year Traffic Cowac 'ROJECT DESCRIPTION 1~.. e_ uC_ l o~e_r- t~ CI Ot Fw rTrn r~ ►~4 c..pyin p I e k Oti L-- 3 I 1 ► n ~G.GD ~S A 1 +1ov\ C.,A r~ d ~Ov~~~ 1 S rL' ciS,rirt 11\5 I n~ ~~~u ~-r' "''v Da v~ 4 A1 c~ ~ c~ ( d-. n tJ ( 0~4. ~ _I~ )ROPOSED -DESIGN DEVIATION I c3 d¢ w~ 4~ o~ s T e d o~ s• 0 A ~ . c "f' 'm G'_ Z O Q,xr G.c".. k-FF_n~e fo re- mr-L .Exs4'1^ e_n" rs • ~G, $ i -~Q r., o ~ "t` ~ o _ ~ - 1~' ~ ~jvi~x.~ •cd,tirr .nt~ F9vtE USTIFICATION: - ~ -v c=x r ra c.jin c K Tu e- G- X 141 n. ( ~ J e✓1 ~ ~ J -~c? nc Ci ~,E Y, Ca i r~ , r\ , h G rL t 1 1 c1r. S U '1"0" ~ar`~c 7L S GD v I d ~ c~o h b~~,ir►G r„r ~ ~if~ 6: t< _ Th s z~ ~ o_~" c. (9 9 . ~ 0. 0\ o. ~ c.,r o . r c - ~ d G ~ > _ ~1-~~ . -4- a d. . Z ~ 7 ~ o ~ h pjo4 ~ CYt CL V ) rn vl o ~ Q _z-°- 4e o-'-~ Q_"c.ArrC j f n CA- SO ~ ! h +t- r v o~ t . 7k i s jrc ~ L 1 d ~ ~ c~ -T'Q e 1 s 9S.5 - 9 8 . < o = ' ~ • o ~c T' 47 ro.d c~~(o,.~ c d u Gc~.~,-~- ~ `k- -~-tn~ g y ~ (Se~ ~~a~~.~c~ -pw-rt le, eproro.tti C~,r-6 lrv%_CL4.iUBMITI'ED Y c k c, c... k ~I o r~ l S( rnDS°_~ 54n eC/'S ~ DATE 7l <0 l9 6 + ~ kDDREss E~j . 9 0 9 A 41, R d ZIP CODE 9 9 Z r Z. )xotvE # (509) 9 Z C~ 13 Z AD TTVE VARIANCE FU OF S30.04 PAID TO SFOKANE COUNTY 1026 R/ BRDADWAY, SPOKANE WA 99260-0170 PHONE (509)456-3690 FAX (509)324-3478 -REQUF.ST WILL NOT BE REVIEVVED WTTFiO(Tf FUNDS ~G0/0'- ^..ASH/CHECK # RECEIVED BY DATE ,nawqpLae. vM , . DESIGN DEVIATiON '4-e Att SLe--' 741~- nrIL16.) uAT,kS Cut` L r~"r' 47-OvV C) F~GS -77:*,e nt Lr- S jP~GO vrt m~0 ApPrZovi.v(o A S 1 G.j , rAe ~wih-.k- GtJ4rA6Lr= T*-c- 4:v~,~v kHK rz155-tcic~ 7G5:-- G(lh&k er", {'-d2 /fzL 14Q641-5 GcJ c-,04 40~4 ?Ie&e5-,eg7r(' Gv I 07'W 7b 'Yk0A,S,u.Q4!C) W-.8 ✓K- 64rIL Q F pproved Approved w/conditions Not Approved - i~ ( V) Project Manager Date pproved Approved w/condirions Nor Approved ) ( ) ( ) Praject Management Engineer Date ' T 7' 7' ~i/' l'•~ C~--~ 4/ ~ ~ a'~'~ ~c^~~ ~ ~ ~ ~ 'Y - ~/_jd ~.,,r ~ ~ s-.~• c~...~ , ~ 7' % / pproved Approved w/conditions Not Approved ~ ~ Operations Engineer Date POK:r1NE COUNTY ENGINF.ER'S ETEP-NIINATION: ~ ~ L!Q► G~l l~' 1 X.~ n ~ Q ~ ' ~ • a ~ ~ pproved w/ao condizians ~P~rTO ed as~econu~above• Not Approved 6 $pOkIIIC COt1IIiy EIIgin= . 0aLe . REQUEST FOR DESIGN DEVIATION $30.00 DATE 7.1 I o ~ 9C, / ROAD NAME ~ ua-ilv CRP/RID # NAME OF PLAT J c.c.. C'a~is Ac~ A A% av\ Plat # ~ ADDRESS OF BLDG q ~ M ~ f ~ . . vAME OF BLDG PROJECT I~v~v~v ~~~~r~ AgQe~""w~e~-' BLDG#B9 ST ZS R FEDERALSTATE PRO.TECT # PROJECT LIMITS EXISTING CONDITIONS: PROPOSED IMPROVEMENTS: - ROAD WIDTH 2- 4 ` 44-0 0 ROAD SURFACE A s h ~ c. ~ T C.oinc _ PacA A-s-p-I~, CvAc. ~ AVG. DAILY TRAFFIC 1 4 Current Traffic Count Design Year Traffic Couat PROJECT DESCRIPTION -+o 6 uA, I C~ a fl a r-Thn a r~4 c- c) i"% u( L' X, vv, L-" 3 ~n _~G.G6~ S AC]~t~tov~ ~.;~r~d ~Ov~Ty 1S t^G'.qr_.*#r1r\r t1nv_ 44? / r"~ . S l ~ ~GtX~ I 'C Gl ✓l d oa V c- 4- ~h !-1 ~ ~-/l ✓ G- ~ b -1 A p 1 O`.~ v ` PROFaSED DESIGN DEVIATION l c3 <A ( I o:..~ S I C.~ Q CA, A o~ S p ~ n s~ E~ c~ o~ ~o n A 1 T't ,r Y1 ~ T~ ~ v G... ~ W t.! V'` ~ \ 1/~ 4 CJ~~ 1 V~ 1 1/~ ~ 1 E. CJ T 2_02 Q'x ( S+1 a , + J 1 _30. r ~ 1~,, ~ Z`~_ ~ 5~ 1 EJVS~-~ ~s~+/~►..r t.r~t~ f=8+ec~ JUSTIFICATION: '7-b - Z4~ ~ T6r- 6 o,_~ on L,-~" 6~~ n ~ r rb c..~.~ g n ~ 5 ;cf r_w ctI k 4o J Q +h• s r . . C, . .1j aL ~ ( a ~ _ ► -t' ~ e r 1D le~ ~►i n ~ J~ t~ ~C,~ vr cx I r~ % h G P, r yt Ge°G 1 T ('1o s 1~ k,#~ -rk Is G o'.. rel dO / / N G~ ~ ~,(.iC~ k'l t~, f»Q".'Y7 bMcs.~/l~ r.4 C' c,/` ~ 1Ca r f,vt T ~ G .St dPlaG I k - ~J 1995' w l/ G,n d jro 0. G~f Cc3`..^4~,~ S' An c~ TVa ~ o+ Y~ c D I o`~ ['1 {x s GL M cl~ rn {~r, C f~v c._.-T"t o~ C~ i~'~e•~u1ce C4.h xeA Q C4:!cArr(_-G+ Io-t G. ri+Q_1 C V A, l. 1 V1. 1 S r'4(X~ (a- Tr_ Q O•t6 d c, 2 v's 4~ emd : s 9 $ . v - 98. r G _ ~ 7 = o• c~ 4°/o G~ ls is- Vo 047 ~ t r4pld e. uy 4 ~Sea; G:t*&C. kCcl Pro -'c 1e~ c! Pro v.~ C.c.. r 16 ~ 6 . 3g ` 1O l 9~ (S(kv%r>,T_on_ SUBMITTEDlY C'1c.~ e. k / vn on LDATE 7/ ADDREss g o 9 A„~, d ZIP CODE 9 9 z r2- PHONE S09) 9 2C6 1 3~- ADMIlYLSTRATIVE VARIAIVCE FEE OF $30.00 PAID TO SPOK;ANE COUNTY 1026 W BROADWAY, SPOKANE WA 99260-0170 PHONE (509)456-3690 FAX (509)324-3478 -REQUEST WILL NOT BE REVIEVVED WI'I'FiOUT FUNDS CASH/CHECK # RECF.IVED BY DATE , klfldesiga.der 7196 , • ~ 1 ~ DESIGN DEVIATION STAFF RECOMIYIENDATIONS T, o9iftaov, xco A T*06(15~~,v& e~q~~ 1404K F115~rcdcS ~~t --514u~ 65 4!:~,/ ~'o/Z /~r / c~ 4-tt"t r.v IM-W 70 'y'L6A5-u.Q5P 157lee v+1. 64ClL. O l= Gkc e g CTc~ 6*-4-- lq = Approved Approved w/conditions Not Approved ' l~ Project Manager Date Approved Approved w/conditions Not Approved Project Management Engineer Date e-- o 7z ~i~ l°~ ~ ~ ~ r' C ..~c✓ ~ /~.~r . a y . / Approved Approved w/conditions Not Approved , Operacions Engineer Date SPOKANE COUNTY ENGINEER' S DETERtVIINATION: s- L-~-~K~,4 a ~ Q / j ~ Approved w/no conditions ?p roved as~ecommend6d above Not Approved ~ Spokane Counry Engineer Date ~ ` ~ . Memorandum DATE: July 17, 1996 . To: Bill Hemmings FROM: Paul Lennemann RE: Design Deviation for 4th Ave, Jacob's Addition Bill, The justification presented in the design deviation is not relevant to the proposed deviation. The design engineer proposes to reduce either the width of the sidewalk or the width of the street to prevent a chain link fence from being moved. I recommend denial of the design deviation based on the proximity of existing improvements which will need to be matched in the future. , I k : , ~ ' ~ _r __.--*--r- • ~ ~ + ~4 - ` _ e_ •R-,- ' ~ i " ' • _ ~ ~ • ' ~ ~ - , r , ; 1- -3,.Z--~ ~ . ~ ! ~ ' ~ cr ' , ~ e~~ 3-►- _ ' 1, Cn , 5 3 ~ ~ . ~ t0 r N v~ vc ~ . 3+ , 97 ~ W ~ • • Jv.Vv; '4+00 ~ ~PIV~~ ~O o 98y •ag, -98.05--- - ►-~o , ~ ~ . ~ t s q. + 5 0„_,..._.~'--~ EVC • , 97', 6VG ~ ♦?5 Fc))(f +C?o ~S ~ 9 ~ RO~ . - ~,1' ~ i ~ 1 ' ; 1 Q ~r - r 1 1 • ~ i - 7 ' ' • ~ ' ~ ~ 1 G~7 ~ ~ [ ` ~ ~ ~ 5+00 ~ PiVG~ 1,~ ,5+25 } ~ g g7.7~~ c~ E~ c ; ~ . C y - B T: a 5 +54 pI`~C ~ ► v t . 8. - " ~ ' 4', ~l ' 5 5 - < gUC~ , ~ g ~5 7• 4 ► - 4?5 . ' > Evc ~ 1 ~ Q ~C. , 4 ' ~ . g-~~ , ' ' , 6 ♦.0 p . ~ ~ } . ~ " , 1 Z - ~ P1VC 5 - ~ E G ~ _ ...r-- ~1 ~t 9711 , 1 a 1~ ~ i• ! t,t '~o `G. ~,~t1y ,~e ~ ;r~ ~ v ` ~ ` r~ ~ a` i ~ } e~ ~c •~1Y 1 ~ ~ ' ~ ' ~ 1 1 { < < . .--i..- ' ~ 1 ~ ~ , , • ~ ~ ~ , ' ` r, • r r ~ e ~ i ' ► +1-11~ ' , ~ ~ , , ~ , ~ ~1 , , . i • N _ _ . s . ~ _ . . e 4. , o _ . . - --ra y--r- ~r i'~~°'~~~~~~-~- - - --f i . . _ , _ o ~ ' ~ b • ~ - ~ ~ ( • ~ - ~ ~ ~ - f ~ , _ r. ~ _ _ ~_N. 1 ~ ~ _ ~ ( ~ - •t ~ . ~ _y. ~ . 9v ~ ~ ~ . ' { ' ~ " ' R ~ I 1 , ~ ` • i' j ~ j p' . 00 - B - --r- ~ , • Y--+--+•- w • ' . - , , . _ r_ •-.r_ f- ~ < ~ .f , - ~ ~ ~ ~ i E , . I ' ' ` ' I ~ _ ~ _ ' _4__~_~.----- ° ~ ► ._.~,'e , I ; ~ ~ I ~ • ~ , ~ ~ ~ ' ~f ~ M , ~ ~ 9$.20 B_...uC~.. 3~ 97 h , .,__.r_..~_ .~__r__` - .-,.i- ; . , -~--t- I ~I -_T-T 9 8 . 2 2 , • , . ; f a ' ' i ~ ~ q ~ ~ t i _ _ _ - i - - _ _ _ - _ _ _ _ _ _ _ _ EVC 44 98. I s 97 ~ ~ ~ ~ ~ ~ I . ~ , ! , ~ t ~ i ~ 4 ' - - , ' ~ _ _ - --.f _ _ _ _ _ _ ~ r _.o_,~_ _ . ~ . _ _ _ _ _ _ ~PIVC 5+ 5-t ~ ' • _ _ _ _ _ _~----ti. ~ ?_.r~~. 9 97i j 8VC 5.♦ 97. 98' 13 EVC~ 5.• 97PI VC ~ 6 + r- . 1-.j_ 9 . , . ~ , . ~ , ~ ~ 1 ~ . ~ r - y - t~ r , • , r-~- ~ ~ - 9 8 . I 3 i^ T ' + ~ ( ~--I-"" t ~ . ~ • ~ ~ ~ ~ ~ ~ ~ i , ~ ~ ~ ~ ~ ~ 98.16 ~ , , , . ~ , . - ~ , - 1 1-~- ~ ~ ~ ~ ~ ~ t~ 4 • ' i ~ ~ , ~ 1 ~ ' I I 1 ~ ' ~ I 1 I ~ 1 ~ ~ ~ ~ ~ , I ~ _ ~ ± ~ : . . - . ~ . ~ r ~ 5- . 4, ~ "-'~"1' , i r 1 ~ j W ~ ...-e. r. , 3--fi-4"' ~ . • : ~ ~ • ~ t : • PERMIT DOCUMENT TRANSM[TTAL Spokane County Division of 6uildings 1026 W groadway Ave. Spokane, WA. 99260 'roject Address: ~ I ri 15 ~ 4*41 Project q 5 _ L4F?, r7 3usiness Name: Lio Un;+ Ap-l- C-ncwlr-v-- 'ONTACT: ,pon Phone: Q2P, _r7oqt,, Mailing Address: N24L,1-5 2 ~ COORDINATOR: Phone: DOCUMENTS CIRCULATED . ' Fire ~ Description Buitdiny Zonlnq En9tneats Heatth 0lcbr.„ UtSIIUes SCAPCA x JD ~ tu~ds ~ - cw.« ~ . . Nwk~, x fl ~ m x~ Q- x x l,~dt -cn PLO-P .A22L,,~ . N' v ~ ~ ~ . J Received By - ~ RECEIVED Date of Transmittal: 5 • 3~ - ! Circulated by: 'I- H996 , SPOKAfdf COUNTY ENGINEER . , ~ . • L 4. - ~ . 1 . . . . . . • PIZIJ-nPPLrCn7~ION I?IZE-CONSI DATL. TIME.~ ~ . U . . . . - . . ~ ~ . . . . . : . . . . . , _ ~ I_ ~E . . . . . . ~ BUIL,l~INC'T~...~:::~;;PL~ANNI.N~Cr::::'::.~ I~I INEE A~TH., . . . . . ~ . . . . ~ - - . . . . . . . . . . . . ~ : : . . . . ~ . - : , . . . : r~r7r..r~ :a:::::s.c.:=~ F ME DIS~T::~:= - ~::r , s..}_.. . . . . . . :}:r . :ci~ .z:.: a . _ . . . . .1::: ADDRESS: I~ ~ r t C PHONE: ~ OWNER• . ADDREss: Aj. ~01017 BUSINESS NAME: J qo n t CONTACT: Oo~ ge)n t-~ G~ S PHONE: y12?- 70 ~ ADDRESS: _ LEGAL DESCRIPTION. PARCEL NUMBER: DETAILED PROJECT DESCRIPTION:, LZ& X7~ot . VALUE: L}. M1 ~.1.•. ..~y~af ,4~t- ~f!3R . . . . . . ~ .~r .f.i.}.. •.1:. : . . . :.....?,..,t...... . ~-.eti%iiLSw•.. 1 i . . . ..................:.:...:r.........--... ::.:..........:."""'r.................:~.......r..........'":':...:.:... . . . . - - .4.. _ . . . : . . . • F~,, :h_s.: :';~';'7: . . . ~ • ' :r wi •.x1.5... .:.........i r . . ........::..~..:..v.t:.. _...........;t::.....; . _ ' ~/~~/~~i •:f.: . . ..t... - .........n. . . C O lvllr i i :STi:!1: .:la:~.~. .}.::{}~r,~~ ~:;'•;5;::•<~:; • , V . . L........._..,.:.... a. ,a.._ :.r.. • . ............::•::-r:-.:......s....:..........-.....,:.,,....:.......... „ •:ri.:... .;F:.:: :•s:•.:...t•i2~.~:v:.•:~.;~y;;`; . . . . r. , . . . . r..............:. y . . t.:. '.M1 :~flti::l. . . . . ..5......_ ~ . . . .y • .:::............v.::.:..-............. . . . . . . : • : y ~y ...4.. ~ i::.:'~.: . . . . . ' . . . . . :5' . . . . . v:i:: .......q : . . . . . . . . ..i' ' . . y............. . ..q:::::::::':Y: ~?3`:~?'•~S~.r~.:;:'i r' ' . . . ' . • . . . . . . . . . . . . . i... . , . ~ . . . . . . :r ' ' ' . . . . ' ......................:::?:::~Y.........................:...':........ :rl~: : i::•}: . . . - : • : k: . . ::"........X::::::.: '::::2: _ ' ' ' r..... . : . y,}:.. . . . . . . ::::::::7: , . . ..~..:ti.............. r..r.......' ' . . . . e..•:.~• : . . .........s.; . _ _ _ , . :.r~..i. s::•}:i•:~:S:vjiwv , . . . . . r :b;' " j . . . : : ::i:.~-::i}'ti:i."•..v::.iiX' .:.....r . . •y: ~ • . . . . . .............}..5. . - - ....n .......r~.:~. . . y... ~b'ISY.S•'..... ~ . . . y . . . . . . ....:~...1.......••- ............1:.:...~............ . ::s:: - . . . ....:....{x.::...:.....:..:...e:: _r..:......;....... - i:}}:ii: ' . . . _ : .r.....rn:....:.:r...... . r...... . :}r. _ v . ' ' : . .....:.1::::......~.... ::v :v.... :.:r:........ .~r:t.::. :.t:.... ; • . . : ' r. . :v: . `~'~T. . , . ...,r : . . . . . . : fi. . ~ V W ( . . ~ 1.v T. . : T:: ~ ' ♦ ~ " VOOJI;~J✓..14~`~_1•oA\~::::?::: :::.r..:::._..: . . . : : . }:'r:••~•1~• . . . . .C:~~.~~.:. ~ . _ ~ . . . l.:.Y' } - • ':•Y . . . • . . . . . . . . "C.:::'.: . . . . . . . • " " . ' . _ • . . . . . . B . - CIRCULATED . . . . . . - ~ . . . . . . . . . . . . . - . • " ' . . . ' • ' ' . ' . . . • . ~ . . r ~ ~ S P O K A N E g= G O U•N T Y - , OFFICE OF TFiE COUN7Y ENGINF.ER • A DIVISION OF 7'I IE PUBLIC WORKS DEPARTMENT Ronald C. Uiormann, P.E., County Engitieer Dennis M. Scott, P.E., Director AGREEMENT TO PAY FEES . ENGINEER'S AGREEMENT NUMBER G ! / O --;L This agreement between Spokane County and /+tAVE. 40 L gr-QR1605, (name or person) whose interest in the project is ti.e. owner, agen , e c. is entered into tliis ~p day of , 19e6 . Tliis agreement is applicable to the project known as: ~projecac 'aress or i ename i e nwn er That the individuals and parties named herein as having an interest in the above described property or project agree to the following: 1. Reimburse Spokane County for project review and inspection fees as specified in Chapter 9.14 of the Spokane County Code. The fees will be based on actual salary costs incurred by Spokane County for project reviews and / or inspections plus a ten percent administrative charge, and will be billed monthly as accrued. Any billing amounts due, including any expenses incurred in the collection of an overdue account, must be paid prior to the County's acceptance of the project for filing. If a project is approved and/or filed with a balance still owing, the unpaid balance shall be paid within 30 days of the invoice date. 2. The undersigned agrees that these fees are due and payable upon receipt of the billilig as specified above. 3. Any invoices not paid within 30 days of the invoice date will be considered delinquent. If any outstanding balance on the account for this project is not paid within 30 days of the invoice date, ilo further reviews of the project documents will be conducted until the entire account balance is paid. Any balance on the account for this project not paid within 65 days of the invoice date may result in legal action or tlie initiation of other collection procedures, including referral to a collection agency. Tlie Sponsor will be liable for any and all expenses incurred by the County for the collection of overciue accounts. 4. The monthly billing should be sent to the attention of: NAME: . 4f**,.40 LLC. ADDRESS: NJ, 20R 12D. i • CITY, STATE: ~ _ . , ZIP CODE: PHONE e~~ • ~~p I understand that failure to pay these fees may result in delay in completion or approval of the project or other possible s71f ns. tllis fee agreement is completed by someone other than the Sponsor (i.e., the project owner or a principal in the firm sponsoring the project), such a ie Engineer designing the project, then written authorization fro or cifically authorizing the , Agent to execute this Fee Agreement ' tached t e Agreec t. SIGNATURE By: - ~ ~ _ ~ . (PRINT NAME) ~ MAY 2 4 1996 RETURN YELLOW COPY TO SPnIC-ANE COUNTY FIVGINEERS ~ gpOKpNE CpUNTIf ENGIPIEER k\n\f\agreemen.fee 2/1/95 . 1026IV. Broadivay Ave. • Spokartc, VVA 99260-0170 •(5U9) 456-3600 FAX: (509) 324-3478 '1'D["~: (509} 324-3166 . ~ r . . 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' . ~ . . ~ . ~ ~ . ~ . , ~ . . ~ : . . . ~ ; , ~ ~ . . . ~ , . ~ . . ~ . . ~ ~ . . . ~ . , . . , . . . . ~ , . ~ ~ . . . tA 1 • ~ ~ ' ~ ~ ~e ~ ~ 014 33) , - • Z z ~ , . r, - ~ r ~ M./ l+ ~ ~ ~ V ` ! 54~'~` " ¢80aoz37 t Y , I , - '1 ~ S PO' l ' ' 1 I,~ r 1, {Q~, A~ 1 O ' ` ~ 1; ►~1 i ~ i , , 1 ~ ~ ~ 1 . rr 1 ~ ~ ` ? 3 , ' 1 1 u~'~' ..~„~'~t/ ♦ ~ ~ ,19 • 7 , ~p ~ . ( A , ~ ~ ~ s ~ n_~ ~ , r (4jp . ~ ~ ~ ~ u _ ~ * o ` j3.t~` f 4 ~ ,~,~~1 ~ ' it ~ 1 ,.a~ ~ ~ ~ ~ ~ ~ ~ ( Q 4! t 19 ~ ~ , ~ • ~ . I i t _ o u • - e s° :r°!~~/~~ ~ ~.-s.7~ ~ ` ~o • -5w'4 90 io c s 4{ 3 a- ~ ~ i /o fl ~ a - q OX ' I (10 ~ ~ ~ • ~ ~ ~ ~ - ~ roe q Pa~aoo i 7s I c~. e G ~s A t 17,~ ~b I ~ ~ l ~ 8 10 • O~ , ~ ~ V~ ~ ~•S'~+ - J / ~ N ,~s~~ - f - F 1ASf ~ f1V E NUE _ . . . . . ~ pb I 166 1 I 55 Ow! NI T `f Io ~ E I ' A 20~ 2 2oft +o ?R~ 1 ~ ~ 1 ~ 4~ i~4.!• - ~ • - - . - ,~o slo A -#s z; e~~ ~ . v(3 8~~~~►~ . 6 ~ ~SOa ~ /6 2r , I- ~ ~ R"' 33 1 ~ I ~ ~ _ o ~ ~ ~ - 31 (D. . ` M ~ ~ PE- 1464-84 q '2 ~~r I~,q .•~o o f/R ~ Q ~ 3~ ~ O•~ ~ ~'l a a ~,~o~ ~ C, ~6- N 27 • ~ ~ . ,s • ~ ~ 8 g URim, ' 3 0 w ~ ^A _ C ~ ~ ~ , ~ 64 (8 io ~ 31 I --,-~2.j-~ Ro~r~ 5 ~ O Q~ I O 9 O Q C6: I 7 I- 5 5 3 3 I I o r. , ~o , ~ ~ ~ PE-1. 48g ~ JEI z ~i - so' r o J~ ,y__ I ~4 ~ - i _ - - _ _ ' L 74, 7e ~j 6 . . ~ - --y - ~ . . A 14 cv I p ~ F 7r 14 (7 - ~ z0 I I .'o~ ..1o ~ _ Ir~ ~ cv ID 1z 3 21 A~ Km'~v' ~ 13 4 a I I . -4. V) S'ANE, - 7J ~ Q: i ~x .1 4 I ~ g s ( , • 4 6r e o o v I~~ s ~ 6 Q ~ . ~ I v ~ ~ 34), ~ .l o~ ~ 171- ~a5i32 4, G 2. ,a 9 e ~ w ~O ~ ~ ' I • ~ ~ I E , ,o, 6, • .I.-- tAel'Wr , - - - - ~ , _ _ ~ ~ ~ , . D~c ~J..I.NQ ~l - _ . _ - • - 'f•-- _ ~ Y • ~ SPOKANE COUNTY HEARING EXAMILqER COMMITTEE FINDINGS AND OR.DER A. INTRODUCTION This matter having come bef ore the Spokane County Subdivision Hearing Examiner Committee on June 21, 1984 and the members of the Committee ' present being Richard Skalstad, Chairperson, Lynn Tennican and Jerry Williams. B. PROPOSAL The sponsor, Ralph Guthrie, is requesting approval of a Preliminary Plat of PE-1464-84, TEDROW ADDITION, and Zone Change ZE-64-84, Agricultural Suburban to R-1 and MFS, to divide 4 acres into 3-1ots being two lots adjacent 4th Avenue for the existing single-family dwelling(s), and the multiple-family lot will be adjacent the vacated Railroad Right-of-Way of 3+ acres for S multiple-family structures and change the existing zoning from Agricultural Suburban to R-1 and MFS, and there being present, the following applicant or representative: ' Art Noll C. FINDINGS OF FACT 1. That the proposal and inf orm,ation presented in the STAFF REPORT was considered. 2. That the Comprehensive Plan designates this area as URBAN at "Commercial Transition". 3. That the proposal is within the Priority Sewer Service Area (PSSA) boundary. That L ot 3 will require a single sewer pipe to 4th Avenue as required pursuant the provisions for "double plumbing" for Lot 3. ' 4. That the owners of adjacent lands ex pressed disapproval of this proposed use, as the density too higti, increased traffic on 4th Avenue, inadequate parking, land-use compatibility, adjacent animal . keeping, traffic patterns, crime rate, property taxes, pedestrian saf ety, existing single-family area, change of lifestyle, f encing, . and others. 5. That the proposal is adjacent an established single-family neighbor- hood with undeveloped lands adjacent the abandoned railroad right-of- way, which is the "Commercial transition" boundary. 6. That 4th Avenue is currently developed at less than the "Collector Arterial" standards for which it is designated and the original proposal of 50 families on Lot 3 would have significant impact on the existing 4th Avenue traffic. . ` , ~ June 21, 1984 HEARING EXAMINER COMMITTEE FILE: PE-1464-84 FIIVDINGS AND ORDER ZE-64-84 TEDROW ADDITION C. FINDINGS OF FACT (cont'd) 7. That 1.5 parking spaces per dwelling unit of the original SO unit proposal did not provide f or guest parking,(which should be provided while maintaining the no parking provisions on the private driveway). • 8. That the character of the area would be substantially changed with 50 dwelling units on Lot 3 and should be reduced to "somewhere between . MFS and R-2 densities". ' 9. That the matter was continued to allow the sponsor time to submit a redesign to lessen the density to make the proposal more compatible with the existing residential area. 10. That the proposal does comply with the purpose and intent of the Comprehensive Plan decision guidelines for "fill-in" development and compatible land uses, as revised and as conditioned. 11. That the sponsor did submit a Redesign on June 22, 1984 to the County Planning Department which reduced the dwelling units on Lot 3 from SO to 40 or a 20% reduction. 12. That the redesign of Lot 3, as conditioned, does reduce the traffic onto 4th Avenue by 20%. does provide for a more compatible land-use transition from single-family to the south and the restricted industrial to the north by providiag 5 apartments with only 10% building coverage and 90% open area, does provide 15 additional 'parking spaces for guest parking above the required 1.5 per dwelling unit, and does provide for 6 ft. fenciag around Lot 3. 13. That Lot 3(with 131,717 sq. ft.) would allow 12 duplex es or 24 dwelling units with the existing Agricultural Suburban zoning or with R-2 zoning and would allow f or 66 dwelling units with MFS Zoning; therefore, the revised proposal of 40 dwelling units does fall between MFS and R-2 densities. 14. That the abandoaed railroad right-of-way is not designated as a public roadway and 4th Avenue is designated as a"Collector Arterial" that will be improved to said arterial standards when the traff ic increases to warrant the improvemeats. 15. That the provisions of ftCW 43.21C (The State Environmental Policy Act) have been complied with. 16. That the proper legal requirements for advertisement of Agenda Item have been fulfilled. . 2 ' . . ~ June 21, 1984 HEARING EXA~KINER COMMITTEE FILE: PE-1464-84 FINDINGS AND ORDER ZE-64-84 TEDROW ADDITION C. FINDINGS OF FACT (cont'd) 17. That the Hearing Examiner Committee finds the redesigned proposal as conditioned is not detrimental to the general purpose or otherwise harmful to the public health, safety, and welfare. 18. That additi onal access to Bowdish or Uni on was considered as an . issue raised by testimony but was not a condition of approval; that the committee encouraged adjacent property owners to work with the sponsor for such access via a"Change-of-Condition" hearing. (Note: only sponsor can file for Change-of-Condition hearing). D. SPECIAL CONDITIONS OR CONTINGENCIES APPLICABLE TO THIS DECISION Those conditions as listed in the June 21, 1984 STAFF REPORT, and as amend ed : COUNTY PLANNING DEPARTMENT CONDITIONS 1. (amend to read) That the Final Plat be designed as indicated on the preliminary plat of record and/or attached sheets as noted. The plot plan entitled "Revised-Plot Plan 6-22-84" is hereby approved as part of said preliminary plat. 3. (amend to read) That the preliminary plat be given conditional approval for three (3) years to July 1, 1987. The applicant may request an Extention-of -Time by submitting a written request f orty-five (45) days prior to the above expiration date. Such .applications should demonstrate the progress made toward finalizing this preliminary plat. If an Extension-of-Time is not requested in a timely manner or said Extension is not granted, then the preliminary plat is NULL & VOID. 17. (amend to read) That a 6 foot sight obscuring f ence shall be installed along the north side of Lots 1 and 2 and the driveway lot line to within SO to 60 feet of 4th Avenue and on the east, north and west sides of Lot 3. 24a. (add) That the final plat dedication shall include: "Warning, agricultural pursuits on adjacent lands with Agricultural Suburban Zoning are allowed limited animal keeping that may cause odors, noises and other animal related problems". 3 . . ~ • • June 21, 1984 HEARING EXAMINER COMITTEE FILE: PE-1464-84 FIDIDINGS AND OR.DER ZE-64-84 , TEDROW ADDITION E. ORllER The Hearing Examiner Committee pursuant to the aforementioned, finds that the application of Preliminary Plat PE-1464-84, TEDROW ADDITION, and Zone Change ZE-64-84, Agricultural Suburban to R-1 and MFS, is hereby APPROVED to July 1, 1987. ~ Motion by: Jerry Williams Seconded by: Lynn Tennican Richard Skalstad - Aye . Lynn Tennican - Aye ' Jerry Williams - Aye HEARING EYAMINER COMMITTEE HEREBY ATTEST TO TEiE ABOVE FINDINGS RDER A1D V TE. , C airperson ATTEST: JOHN NUNNERY e Count Subdivision Administrator Sp7rr ay: ~ ~ - Dat e : 7. l ' 4 ~ STAFF REPORT, June 21, 1984 PE-1464-84 TEDROW ADDITION V. LEAD AGENCY RECOM`4ENDATION The County Planning Department, in considering the above inf ormation and conclusions, and further considering that forthcoming public testimony would not identify unanticipated and unresolvable problems, does RECO~MND A.PPROVAL. This recommendation of approval is, in part, based on the following recommended "conditions of approval", and theref ore staff additionally recommends that the following - conditions be attached to the Hearing Examiner Committee approval, if approval is granted. Note: That the "detailed" Plot Plan will need to be reviewed prior to filing the final plat by the Planning Department and other staf f s f or conf ormance to ~1FS and f ire-protection standards. VI , C0NDITIONS OF APPROVAL r-~ If approval is granted, the following conditions are recommmended. ~ COUNTY PLANiNING DEPARTMENT ~ ~ 1. That the Final Plat be designed as indicated on the preliminary ~ plat of record and/or attached sheets as noted. 2. That preliminary plat of record approval is for the property described in the Legal Description, signed and stamped by the sponsor's licensed land surveyor, being part of the application ~ for this proposal. ' 0 w 3. That the preliminary plat be given conditional approval for v ~ three (3) years to July 1, 1987. The applicant may request a Q year Extension-of-Time by submitting a written request forty-five (45) days prior to the above expiration date. Such applications should demonstrate the progress made toward finalizing this preliminary plat. If an Extension-or-Time is not requested in a timely manner or said Extension is not granted, then the preliminary plat is NULL & VOID. 4. That the provisions of SEPA'S NOTICE OF ACTION pursuant to Chapter 43.21C.080 RCW be initiated by the project applicant within thirty (3) days of final disposition of this application, and prior to any on-site improvements unless the applicant(s)/sponsor(s) choose to file a notarized Waiver of Notice of Action with the Spokane County Planning Department. 38 ~ STAFF REPORT, June 21, 1984 PE-1464-84 TEDROW ADDITION VI. CONDITIONS OF APPROVAL (cont'd) COUNTY PLA.~~INING CONDITIOIVS ( cont' d) 9. (cont'd) The purveyor will also certify that appropriate contractual arrangements or agreements have been made with the plat sponsor for construction of the water system in said final plat, in • accordance with the approved WATER PLAN and in accordance with a time schedule. The time schedule will provide, in any case, for completion of the water system and inspection by the appropriate health authorities prior to•application for building permits within said final plat. The arrangements or agreements will include a provision holding Spokane County and the purveyor harmless from claims by any lot purchaser refused a building permit due to the failure of the plat sponsor to satisfactorily complete the approved water system. The final plat dedication will contain the following statement: "the public water system, pursuant the WATER PLAN approved by County and State Health authorities, the local fire district, County Building & Safety Department, and water purveyor, will be installed within this plat, and the subdivider/sponsor will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot and prior to issuance of a building per.mit for each lot." 10. That no building permit will be issued for any lot within the Final Plat until certified by a Washington State licensed engineer "that the water system has been installed pursuant the approved WATER PLAiN for the Final Plat", signed and stamped by said engineer. The certification may be in the form of a letter but is preferred to be certified on a copy of said WATER PLAiN as a schematic map showing the "As Built" water system. 11. That a current certificate of title be furnished the Planning Department prior to the f iling of the f inal plat. 12. That the following statement be placed in the final plat dedication: "no more than one dwelling be placed on Lor 1 and 2 nor shall any lot be further subdivided for the purpose of creating additional lots, separate ownerships, or building sites without first filing a replat." 13. Upon filing the final plat the zone change shall be finalized and the existing Agricultural Suburban zone classification shall be changed to R-1 for Lot 1 and 2 and MFS for Lot 3. . 40 ~ . STAFF REPORT, June 21, 1984 PE-1464-84 • TEDROW ADDITION . VI. CONDITIONS OF APPROVAL (cont'd) COUNTY PLA.1~tNING DEPARTMENT CONDITIONS ( cont' d) 22. The County Subdivision Administrator shall approve a specific exterior lighting plan as part of the "detailed site development plan". (Such plan shall confine illumination to the area with full consideration to adjacent properties..) • 23. Approval by the County Subdivision Administrator of a specific signing plan for the MFS facility shall be required as part of q the "detailed site plan". ' u a W 24, Applicant shall comply with '208' recommendations concerning ~ stormwater runoff and provide necessary landscaping for runoff ~ and be shown as part of the "detailed site development plan". COUNTY ENGINEERIVG DEPARTiMENT COIVDITIONS ~ 25. That conditional approval of the plat is given subject to dedication of Right-of-Way and approval of the road system as indicated in the preliminary plat of record, as approved by the County Engineer. 26. That plans, profiles, and cross-sections as designed to•County standards showing proposed street centerline and curb grades be submitted to the County Engineer for approval prior to construction and/or the f iling of each final plat; road plans to be prepared under the direction of a licensed Professional Civil Engineer. 27. That drainage plans and design calculations showing the alignment of drainage facilities be submitted to the County Engineer f or approval prior to construction and/or the filing of each final plat. Drainage plans to be prepared under the direction of a licensed Professional Civil Engineer. 28. Construction within the proposed public streets and easements shall be performed under the direct supervision of a licensed engineer/surveyor, who shall furnish the County Engineer with "As Built" plans and a certificate in writing that all improvements were installed to the lines and grades shown oa the approved construction plans and that all disturbed monuments have been replaced. 29. No construction work is to be performed within the existing or proposed public right-of-way until a permit has been issued by the County Engineer, All work is subject to inspection and approval by the County Engineer. 42 - STAFF REPORT, June 21, 1984 PE-1464-84 TEDROW ADDITION VI. CONDITIONS OF A.PPROVAL (cont'd) COUNTY EvGINEERING DEPARTMENT (cont'd) . .of 40. ;That the following statement be placed in the plat dedication: ~IWARNING: Spokane County has no responsibility to build, ~a improve, maintain, or otherwise service the private roads contained within or providing service to the property described in this plat. By accepting this plat or subsequently by allowing a building permit to be issued on property on a private road, Spokane County assumes no obligation of any kind or nature whatsoever to establish, examine, survey, construct, alter, repair, improve, maintain, provide drainage or snow removal on a ~lprivate road. This requirement is and shall run with the land \ aand shall be binding upon the owner, their heirs, successors or assigns including the obligation to participate in the maintenance of the private road as provided herein. 41. That prior to issuance of a building permit on Lot 3 f or MFS uses, the applicant shall: a. obtain from the County Engineer access permits for an approach to the County Road System, and b. submit for approval by the Spokane County Engineer road, drainage, and access plans prior to the issuance of a building permit on the property. c. submit for approval by the Spokane County E ngineer and the Spokane County Health District a'detailed combined on-site sewage system plan and surface water disposal plan for the entire project prior to the issuance of any building permit on the property. . d, submit a parking plan and traffic circulation plan for approval by the Spokane County Engineer and County Subdivision Administrator prior to the issuance of a building permit on the property. The design, location, and arrangement of parking stalls shall be in accordance with standard traffic engineering practices. Paving or surfacing as approved by the County Engineer, wi.ll be required for any portioa of the project which is to be occupied or travelled by vehicles. e. Note that all required improvements shall conf orm to the current State of Washington Standard Specifications for Road and Bridge Construction, and other applicable county standards and/or adopted resolutions pertaining to Road Standards and Stormwater ;Ianagement in effect at the date of coastruction, unless otherwise approved by the County Engineer. , 44 v t e STAFF REPORT, June 21, 1984 PE-1464-84 TEDROW ADDITION VI. CONDITIONS OF A.PPROVAL (cont'd) COUNTY HEALTH DISTRICT CONDITIONS (cont'd) 48. The dedicatory language of the plat will state that: "Subject to specific application approval and issuance of permits by the Health Officer, the use of an individual on-site sewage system may be authorized." " 49. A combined surface water and sewage disposal detailed plan shall be approved by the County Engineer and the Spokane County Health District prior to the issuaftce of any building permit for this project. 50, Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the Spokane County Health District that suitable sites for an on-site sewage disposal systems are available on Lot 3 and demonstrate that the existing sewage systems of Lots 1 and 2 are wholly located within the boundaries of each lot. 51. That prior to filing the "detailed site development plan" shall be submitted for review and approval which is to include the combination surface water plan and sewage disposal plan, COUNTY BUZLDING AND SAFETY DEPARTMENT CONDITIONS 52. That the WATER PLAN shall show the location of each fire hydrant or fire prevention facility and must comply with Chapter 10,04 of the Spokane County Uniform Fire Code Ordinance, as amended. 53. That the WATER PLAN shall specify the gallons per minute for each fire hydrant at residual pressure.of no less than 20 p.s.i. (a minimum pressure). 54. That the Water Purveyor and Fire District shall sign the WATER PLAN prior to County Building & Safety Department's review. 55. That the "detailed site development plan" shall be reviewed and receive approval for emergency vehicle access and fire protection prior to filing the Final Plat. 56. Compliance with storage of flammable or critical materials must conform to Chapter 10.04 of Spokane County Uniform Fire Code Ordinance and Chapter 4,16A of the Spokane County Zoning Ordinance. That the final plat dedication shall provide a general warning statement to notify the owner or owners of such regulation. . 46 STOR .M.WQTER DRALNAC'rE REPORT for DESIGN ALLIANCE 4TH AVENUE 40 APARTMENTS NW 1/4 of NE 1/4 Of Section 21, T. 25 N., R. 44 E.W.M. Spoka.ne County, WA July 24, 1996 Report Prepared By: Simpson Engineers, Inc. North 909 Argonne Road Spokane, WA 99212 PRnJECT NO. 13358 The design improvements shown in this set of plans conform to the applicable editions of the Spokane Courity standards for road and sewer construction and Spokane County guidelines for stormwater management. I approve these plans for construction. * * * TABLE OF CONTENTS * * * F Rational Formula H drolo 2-~ o~ WAS ' OFFICtAL PUBLIC DOGU~ENT Y ~Y COUS~T`( ENGINEEi~'S OFFI~ S~}~p,NE Curb Grade Calculations ~ ; , 7 op i S.C.S. Soils Map and Descriptions ~o 9967 ~ ~o~Ec SU~i~ S~ONAL ~-q~ To coUN~ ENG~~ RLsv ExPIRES 7.171 97 PAVENTENT DESIGN: 4th Avenue near Fox 1. ROADWAY SU.R.FACING DESIGN: The Spokane County Alternative Pavement Design (Interim) for Local Access Pavement Structures was used for design of the roadway surfacing. From the table, Local Access Pavement Structures, the following information is needed to determine the required surfacing depths. 1) The type of street must be local access. 2) Soil type (as classified by the United Soil Classification System) 3) The average daily traffic, ADT Street Tvpe: 4th Avenue is designated as local access (residential). Soil Tvpe: In accordance with "Soil Survey, Spokane County, Washington" by United States Department of Agriculture, Soil Conservation Service, 1968, the soil found at the site is categorized as: GgA, Garrison gravelly loam The Unified Soil classification System classifies the soil as: G1VI, silty gravels, gravel- sand-silt mixture. (See S.C.S. soils map included) Averajae Dailv Traffic, ADT: To be conservative, an ADT count of 600+ is assumed for 6th Avenue. Desi,ian: From the table, 2 inches of asphalt concrete pavement over 8 inches of crushed surfacing is required for 4th Avenue widening. • ~ ~ • • . J~ ~ • \ ~ ~ LOCAL ACCESS PAVElV1ENT STRUCTURES ~ AVERAGE DAILY TRAFFIC ~ SOIL TYPE 0- 200 ~ 200-600 C600 + GW 21116" . 2"16" 21116's GP 2111611 211l71' - ~ 21&l7l& . (GM) 211l661 2~~~~~ 2GC TR " 2111811 3„16&1 SW 2"16" 21@R1' 2"R" . SP 2111611 266/761 21118it S M 261/7" 24618" 3"l6" SC Pavement Design M L 31616" 3"18" 4"16" . ~ CL Pavement Design O L 4"/7" 51/7" 5"16" MH Pavement Design OH ~ Pavement Design PT Pavement Design . 1) Soil type is classiFed by the Unified Soil Classification System. 2) Required thickness is given as inches of asphalt concrete pavement over inches of crushed surfacing. - . ~ SPOKANE COUNTY ALTERNATE PAVEMENT DESIGN (INTERIM) . ' . RAT I (71VAL rORIhULA HYDROLCI(~~Y DATE = 6/^8196 DESIGNrr' = L. s z rir-'SOh•! BASI P! WrST F'F;OJECT NAME = 4TH AVENIJC= 4ci AF'ARTME(VT DESCF I F'T I OPJ =4TI-i AVEh1UE I~JEST E~Aa :C hJ SUPAF;FA 1=. 0 ; ACI;ES SL1B AI~f-_`A J. F:UNDFF COrFF I C I CIVT = .9 TOTAL AREA = .09 ACRES COMF'Qa T'TE F;UNCIFF L;OCFFI C I 1=NT = .9 L7~ERLAND FLOU1 VALUES Ct = .15 L = -,:c:) N = . 016 S = . (:)2 CHAhINEL FL0W VALUES L = 94 Z _ .173 Z~ = 4i~ N 016 , B _ C) . S = .005 TD = .115 ' COMF'UTED VALUES DuR = J. 00 110 _ _.ie Q 1 C) A L 6 ~ ~ - Q Y7 .46 RAl" i !]NA1_ FOr'MEJLA HYD1=:C1LOGY UATE = b/ ^8/9b Df=SI GhaER = LSJ: MF'SOIy K~,~ ~ P! L(1~IT F'F:OJECT NAME = 4TH A'JrNU~ 40 AF'FRTMENT DESCRI F'T I ON = 4"rl-A AVF_NUE WEST BASZ N SUBAREA 1=.(_)67 ACF'ES 5UB(ar'EA 1 Rl..1h1C:lFF C(7EFF 7 C I F_'Nl" - .9 TOTAL AREA = .067 ACFiE5 COh11='OS ITF_' RUh.lUFf-" CCIEFF l: C I ENT .9 Ct'JERLAI'•ID FLOW VALUES C t = . 15 I_ - 0 1V - .016 CHANI'+IEL FLOW VAl_UE5 L = 5 Z 1 = .178 Z ~ = 4 c_~ • h! B _ i) S = . 006 TD = .1 COMF'UTED V'ALUES DUF - 5. 0C) T1C) _ ~o18 D~Y ~ - c~ 1 C-) - .19 ~ G? A = .19 SPOKANE COUNTY, WASHINGTON - SHEET NUMBER 75 , ~.44 E. (Joins sheet 66) "`r ' , ~ ~~~m~al`1~~~ i ~i~.~~~. 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'f`v' ~~.~'EY+.~~ w _ . ♦ rl' ;ty ~ ~ 41` . - d• ~ ~ I . ~ ~~SI ~ 1 . . . . t - . ,1~ . . ~ ~ ' . ~ 0 C ~-b ~ ~'j 1 I'S - • ~ ~ ~ ~ r~a ~ n~ , ~ ~ ~ Be`~ w ~ , ~ ~ ` • - - ~ • ;1 , . . . , : • : ; ~ ' . . : • ~ , . . • • ' ' ' ' "{~,~w ~A ~ t~~ ~ ~ - r~yr ~ ~ ~ '•r 'r, ~ , ~~a ~ . . ~ , . _ ~ Gm@ ; , ~ ; 1 \ i e `y I lb ' +y~~~ y ~ , ~ • ~ ' x`~ ,~~~~f`~~~ * 1 ~j ~ { ~ l~r4~ v. ' `J `ti X' 'A1~' . ~ ' " ' ' , - 11l~.j • Yl' f?71(3 MCpO h.~~St~`~G,,Wr~t, ~5* f i • ~/t ' ~ ~ . ~ , f , . • . . . , , . , + . , ,T~„~;~1 ` ~ ~ a , « '~a , _ . . , . ~ n ~ 'z~~'~ ,$bB. , = ~ ~ ~ ' ~ ' : • - . . . . . - - ' _ ,a v : S ' • d. ~x C~ ' , ' " - , ' ' ' _ . _ SxB "yStE ~ Sx8 qn ~ 92 SOIL SURYEY TAIiLE 7.-Interprefat2oti oj eltyineerii2y Suitlbility as sotu•ce of- Soil feattu•r.s aLFCCLi►1a Soil 5c:i•ics or typc, Farm ponds ancl inap syinbols 1'opsoil Sand I Cravcl I ];.oad fill Iligliw.►y loration Dikca or lcvecs . Rescrvoir area Drug00u (DrC, Goud to ~\ut auit- \Tot auif,- Fair to AIudci•utc: to N•ur3• liiQli Luw st:tbilily; 111odcr:ttc to DsC, DsD, poor. .ible. able, bood, siiset:ptibility to seiniperviuus to moder:itely Dv0). fi•u,t acl.ion; 1110CI- 11t1pG•N'iaus rapid pcrme- er:►te to iuodcrstel, v Nk•hcu coi►i- ubilit,y. rupid pec•iuuability; pactecl; lo%r to low to moclei•atc mo(lcrcitc sliri~►I:-s~~-cll sltriuk-swcll putcutiul. ~~utciitiul. Eloik;i (Ek6, EIC, Ftiir______ \ot suit- Suitable ut Good_____ A'Iodc:i;itr. iu 1►ibh sti,- Xow st.►bilily; Aloderatetover}' EID). Zl)le. duptli ceptibility to frosG sciuil:c1'v1QUa to r.lpid permc- gruntcr actioli; 111oclt•1;,1W 1O impervioil, ability. i,han GO Verv r:►pid px.riuc- whi:ii cuiup:icL- iuclic~. :ilAiLy; lu%%• Lu iuuL!- ecl; lu%%• lu lituci- eratc ,hrinl:-swell urafe shi•i►ik- pulcn6i;~l. swell lwteuLial. Luicleut silt loaci) 1'uir___\tot suitl- Nlot suita- Poor_____ Very liib'ii ;usceptibil- ]:.ow sLability; im- D'Ioderate to - (Em), ble, ble. ily to i'cos6 ctci,ioil; perViou; ~.Itc;t► moderately modcr:tte to muc!- comp:tctcd; low slo«' pcr•n'ie- Cr.itely S1ONN• pcr•nic- to moderiitE ability. lo\r to uioLl- ahrin;:-swt•Il erate slii•ink-;\%•ell poteiitial. potent.iul; sl►LurMecl iil WiulCr ruid Sprino. I'reeinan (FaB, Faic• to NOt SUltfi- NOt sUltll- Pl)0r A'Ioci'erute to vcry liiglt Moclerate siubil- bloderatel~• slo~~• FaB3, FaC3). poor, ble, susce~~tit~ilit,y Lo ity; i~npec•~~iotis to very Slo\%• frost action; unocler- when cumpact- pern7eability. atcly slow to vcry ecl; low to u►ocl- slow pe;rineubilit,y; eraLe slu-ink- ~ low to mocler.itc sv,•cll potcc,ti:il; stii•ii,k-;well pot.en- soils cc•ack «'teci) . tial; saturatccl iu clrv. sprinb. Carfield (GaC3)___ Fuir to NOt suita- Not suita- Poo,------ Alodurate to vcr3• hioh Modcrate stabil- Aloderate to good. ble. ble. susceptibility to frest ity; impcrviuus slow pcrme- - action; moclerate to whc:n compact- ability. sluw puriueability; ed; modert►te to ]11pCICrate to high hi4h shriiik- shrink-swell potcn- swcll potentiail. tial. Ga7•rison (GgA, Fair_____ Not suit- Cood below ExcEllcnt_ Slibtit, to no susccpti- Moderate stnbil- AIoderate to GgB, GmB, able. surfatcc bility to frost action; ity; pervious very rupid G n B). • layer. niocteratc to very «'hen com- permeabili iy i•apicl pec•mcability; pacted; low luw slrink-swcll shriuk-s%vcll potential. po'tc:ntial. See footnote at end of tnble. S P O K A N E fl,~ , C O U N T Y r--_ . DNISION OF ENCINEERING AND ROADS ~ A DIVISION OF THE PUBLIC WORkS DEI'ARTIME\T William A. Johns, P.E., County Engineer Dennis M. Scott, P.E., Director November 29, 1998 Ted Sprott Sterling Savings and Loan 111 N. Wall Spokane, WA 99201 Re: Fourth Avenue Forty LLC Savings Assignment, 2308903122 Dear Mr. Sprott, Please be advised that the savings assignment issued by your company as surety for construction of roads and drainage facilities for the above-referenced project, dated August 1,1996, in the current amount of $10,900.00, may now be released in full. I have enclosed the original assignment for your records. If you have any questions, feel free to call our office. Sincerely, Spodcane County Engineers 4--- 011C*0~ Doug Busko, P.E. Plan Review Engineer c: Don Ilenrichs, Architect $ob Waldo, Waldo cec Sch«reda 1026 W. Broadway Ave. 0 Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166 6 - ~ c , . C ~ BOND ESTIMATE PROJECT Don Henrichs 40, Unit Apts. E. 11715 4th NAME Doug Busko DATE 07-Jun-96 DRAINAGE lTEMS UNITS QUANTITY PRICE COST 1) Dryweil - Type A EA 1250.00 0.00 2) Drywell - Type B EA 1 1560.00 1560.00 3) Grate - Type 1 EA 315.00 0.00 4) Grate Type 2 EA 340.00 0.00 5) Grate - Type 4 EA 1 300.00 300.00 6) Baclcfill For DW CY 40 16.00 640.00 7) Concrete Inlet ~~F EA 750.00 0.00 8) C.M. PiPe 10" Dia. LF 23.00 0.00 9) C.M. Pipe 12" Dia. LF 27.00 0.00 10) C.M. Pipe 15" Dia. LF 27.80 0.00 11) C.M. Pipe 18" Dia. LF _ 31.50 0.00 12) Precast Manhofe EA 1500.00 0.00 13) Solid lid EA 310.00 0.00 14) Ditch Excavation CY 10.00 0.00 15) Sod SF 0.70 0.00 NON STANDARD DRAINAGE ITEMS 1) VViIbert Vault Curb Inlet EA 250.00 0.00 2) 0.00 3) 0.00 4 0.00 5) 0.00 6) 0.00 DR~I~VAGE SUBTOTAJ~ 2500.00 i ii 16) Monuments C ~ y -vr, ' '~85.00 0.00 17) Barricade ~v 33.00 0.00 18) Street Signs " 85.00 0.00 OTHER SUBTOTAL 0.00 GRADING, SURFACING, CURB, AND SIDEWALK 19) Rough Grade CY 87 10.00 870.00 20) Top Course CY 52 16.00 832.00 21) Base Course CY 16.00 0.00 22) Asphalt Concrete Tons 71 44.40 3152.40 23) Curb Type A LF 7.00 0.00 24) Curb Type B LF 326 8.00 2608.00 25) Curb Type R LF 8.00 0.00 26) Sidewalk SQ YD 217 16.70 3623.90 NON-STANDARD ROAD ITEMS 1) 0.00 2) 0.00 3) 0.00 4) 0.00 GRADING AND SURFACING 11086.30 ~ GRAND TOTAI 13,586.30 s- ~ - ~ RECEIVED ~ ~ ~ ~ ~ ~ D.A. HENRICHS A.I.A. SPO,~~~~~~NTY ENGINEER A R C'H I T E C T N. 2918 Arga n zle Ro ad, Sui te 2 0 [l • Spu k an e, Wa 9 9 2 1 2 (569) 928-709fi ■ Fax (549) 928 -7297 Spokane County Engineers Navember 20, 1,995 1026 W. Broadway Spokane, Wash. 99260 Attn. Doug Busko Re; Bond Release for Fox Co1a.rt, 11715 4th. Ave, ,in the Spokane Valley. The abave project was completed i.n 1. 99$ and as part of the building permi.t for its canstsuctian we vvere required to bond t.he right of way irnprovements to 4th. Avenue (sidewalks, curbs, etc.). We ha-ve completed the improvements and ~ave received our C of 0 for the praject. Please reIea.se the bond iequirement at this time. Send notice of, re]ease to me and the foll.awing; Stex-l,in~ Savings ar~d Loan 111. N. Wal1 Spokane Wa. 99201 attn. Ted Sprott and Wa1do and Schweda N.2206 Fines Rd. Spakarie, Wash. 99206 Attn, Bob Wa1do Thank you for your assistarice; Sxnc t~ ~A. enr~c~~ AI~, man~~ing xr~exnber , Fourth ~4ver~ue Forty i , a • ~ BOND ESTIMATE • PROJECT Don Henrichs 40 Unit Apts. E. 11715 4th NAME Doug Busko DATE 07-Jun-96 DRAINAGE lTEMS UNITS QUANTITY PRICE COST 1) Dryweil - Type A EA 1250.00 0.00 2) Drywell - Type B EA 1 1560.00 1560.00 3) Grate - Type 1 EA 315.00 0.00 4) Grate Type 2 EA 340.00 0.00 5) Grate - Type 4 EA 1 300.00 300.00 6) Bac4cfill For DW CY 40 16.00 640.00 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 2500.00 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 87 10.00 870.00 20) Tap Course CY 52 16.00 832.00 21) Base Course CY 16.00 0.00 22) Asphalt Concrete Tons 71 44.40 3152.40 23) Curb Type A LF 7.00 0.00 24) Curb Type B LF 326 8.00 2608.00 25) Curb Type R LF 8.00 0.00 26) Sidewalk SQ YD 217 16.70 3623.90 NON-STANDARD ROAD ITEMS 1) 0.00 2) 0.00 3) 0.00 4) 0.00 GRADING AND SURFACING 11086.30 GRAND TOTAL 13,586.30 n1 ~ { • t I4- ~ STREFT QL7ANTITIES PROJECT NO.- 395107 DESIGNER- DOUG BUSKO DATE- 6/ 7/96 PROJECT DESCRIPTION- DON HENRICHS 40 UNIT APT. E. 11715 4TH AVENUE STREET # 1 NAME- 4TH AVENUE LENGTH- 326.00 FT. WIDTH- 7.50 FT. BEGINNING STATION = 671.00 ENDING STATION = 997.00 ONE SIDE ONLY PWIDTH= 18.50 EWIDTH= 11.00 QWIDTH= 0.00 TERM # 1: TAPER TAPER LENGTH = 50.00 TERM # 2: TAPER TAPER LENGTH = 50.00 ITEM MEASUREMENT QUAl'VTITY SURFACE AREA- 2820.00 S.F. ROADWAY EXCAVATION 0.83 FT. 87.0 C.Y. CRUSHED SURFACING TOP COURSE 0.50 FT. 52.2 C.Y. CRUSHED SURFACIIVG BASE COURSE 0.00 FT. 0.0 C.Y. ASPHALT CONCRETE 0.33 FT. 71.4 TONS CURB TYPE B EXISTING 0.00 FT. PROPOSED 326.0 FT. SIDEWALK EXISTING 0.00 S.Y. PROPOSED 217.3 S.Y. TOTALS ROA.DWAY EXCAVATIuN 87.0 C.Y. CRUSHED SURFACING TOP COURSE 52.2 C.Y. CRUSHED SURFACING BASE COURSE 0.0 C.Y. ASPHALT CONCRETE 71.4 TONS CURB TYPE B 326.0 rT. SIDEWALK 217.3 S.Y. . , . 4 ~~ORMYY ~ DRAIN~~E REPORT .f0r Z7esign Alliar~cew 114fh Avenue 40" A.partmenfi complex north of 4th Avenue at Fax Road in the NE 114 o#' Section 21, T. 25N., R. 44 E.W.M. Spok-ane County, Washington , May 17, 1996 gp , ~ ~y %9 ~ ~ Repart ~~~-epared By. ~~//V0 . Srmpsorr Eng. ~neers, Inc. ~ North 909 Argnnne Road Spokane, WA 99272 E. s/ 41 r wAs PRon+Cr NO. 13359 -z'< AT . ~ TAi~,~~,~ OF CONT,~.11~TS ExPlRES 7OT+ ~ ~ ~ 'Drainage Basin Data & "208" Pond V'olume Calculations Rativnal Forrriula Hydrology & Bawstring Calcula#.ions &C.S. Soils Nlap and Qescriptians Stormw/ater Drainage Re.port fnr~ Design AIliance 1"4th a4venue 47 apartment complex Sla 7M Simpsom F-ngirmel's, lnc. Fage 1 drainage3lcakcs~i 3368 , DRAINAGE BASIN :UATA , "West Basin" . Total Area: approximately 38,500 sq. ft. Imperviviis Areas: Asphalt Pavement = 1],553 sq. ft. = 0.265 acre Ow Ct = 0.90 Buildings (composition roof) = 3,925 sq. ft. = 0.090 acre ca. Ct = 0.90 Garages (composition roof) = 4,389 sq. ft. = 0.101 acre acCt = 0.90 Concrete Walks & Pads = 2,204 sq. ft. = 0.051 acre (u~ Ct = 0.75 Pervious Area: Lawn and Landscaping areas = 16,429 sq. ft. = 0.377 acre a, Ct = 0.15 "208" Area: (11,553 + 3,925 + 4,389) = 19,867 sq. ft. "208" Volume: (19,867 sq. ft.) x(1/2") x(1 11112") = 828 cu. ft. "West pond" Pond Floor Area = 1,662 sq. ft. Pond Floor Perimeter = 171 LF with 3:1 slopes on all sides. "208" Treatment CaDacitv Pond Volume @ 6" Depth: _(0.5 ft. depth x pond floor area) +(1/2 x 0.5 x 1.5 x pond floor perimeter) =O.SA+0.375P = 0. 5(1,662) + 0.375 (171) = 831 + 64 = 895 cu. ft. 895 cu. ft. provided > 828 cu. ft. required for "208" treatment "West Pond" is OK for "208" treatment @ 6" depth Storaee Cavacitv Pond Volume @ 8" Depth: _(0.67 ft. depth x pond floor area) +(1 /2 x 0.67 x 2.0 x pond floor perimeter) =0.67A+0.67P = 0.67 (1,662) + 0.67 (171) = 1,114 + 114 = 1,228 cu. ft. 11228 cu. ft. > 626 cu. ft. required with Type "A" drywell, as per bowstring "tWest Pond" is OK for storage @ 0.3 cfs outflow rate Stormwater Orainage Report for: Design Alliance /"4th Avenue 40° apartment complex 5/17196 Simpson Engineers, Inc. Page 2 drainage3\catcs113368 M1 ' ".E75t BaSin" Total Area- approx.imately 50,800 sq. ft. Impervioirs Areas: Asphalt Pavernent i13,850 sq. -ft. _0.3 18 acre a. Ct = 0.90 Buildings (campasitian roof) = 5,350 sq . ft. = D, 123 acre cr. ct = 0.90 Garages (compvsition raaf) _ 6,324 sq. ft. _ & 145 acre ct = 0.90 Concrete Walks & Fads = 1,772 sq. ft. = 0.041 acre Ct ~ 0.75 Per-vious Area.• Lawn and Landscaping areas =23,504 sq, ft. T0. 540 acre 0. Ct = O. I5 "208" Area: (1 3,850+ 5,350+ 6,324)-25,524 sq. fl. "208" Volume: (25,524 sq. ft.) x(112") x(1 ft.112ij) = 1,064 cu, ft. iii`a~,t pond77 r~ r Pond Floor Area = 17943 sq. ft. Pond, Flaor Perimeter = 255 LF with 3:1 slopes an all sides. "208y' Trea#ment Caoacitv Pand Volume @ 6" Depth: - = (0.5 ft, depth x pond floor area) + (112 x 0,5 x 1,5 x pond f1oor perimeter) _ 0.5 A + 0.375 P = 0.5 (1,943) + 0.375 (258) = 971 + 97 = 1,068 cu, ft. 11068 cu. ft. provided > 1,064 cu. ft. required i'or "208" treatment {;Ek}sk 1 oi1d77 }s OK fLl i4208#3 LrLalmy..ill @ k/" dLrpLiJ Sta1'ai,'e C3pme1tV ~onC~ VoluIY1e @ ~~~th: . _(0.67 ft. depth x pand floar area) + (1f2 x 0.67 x2.0 x pond floor perimeter) = 0.67 A + 0.67 P ^ 0.67 (1y943) + 0.67 (258) = 1,302 + 1 I2 _ 1y474 cu. ft. 1,474 cue ft. > 864 cu. ft. required with l'ype 44V> drywell, as pet bowstring "East Pond" is OK for storage (g 03 cfs outf7ow rate Stormvrater Drainage Repart fvr: Design Alliance 1 R4#h Avenue 4D" apartment complex 5117M Simpsan Engineers, Inc. Page 3 . drainage3lcalcs113358 "Narth Basin" Total Area: approximately 38~800 sq. ft. Imper-uious Area3`: Asphalt Pavement ~ 102827 sq. ft. = 0.249acre Ct = 0.90 Buildings (campasition root) 9,275 sq. ft. = 0.213 acre Q. Ct = 0.90 Garages (compositivn raaf) ~ 3}006 sq _ ft. ~ 0.069 acre a. Ct 0.90 CanCrete W~~~~ & Pads = 1 ,486 sq. ft. = a.034 acre ca, Ct = 0.75 Pervrous Area: Lawn and Landscaping areas = 14,206 sq. ft, - 0.326 acre c~. Ct = 0. 15 "208" Area: (10,827 + 9,275 + 3,006) _ 23,108sq. i1. 208 " Valurne: (23,1 08 sq. ft.) x (112") x (I ft.ll 2") = 963 cu. ft. - "North Pond" Pvnd Floar Area = 15786 sq. ft. Pand Flvar Perimeter 218 LF with 3: 1 slopes on all sides. 4L2f~L})y ri"11.SiLalieili Ca►.Sak.+iLy « Pond Volllme @ 6`~ ~~pth: = ( , 0, 5 ft, depth x pond floor area) + ( 1/2 x :p. 5 x 1. 5 x pond floor perinrreter) 4 O.5 A+0.375 P = 0,5 (1,786) + 0.375 (218) = 893 + 82 = cu. ft. 975 cu. ft. provided > 963 cu, ft. required far CC208" trea#ment "illo1 LJI PLdJFd7A i7 OK fQl "2111733 Lrei.Llm4fnl @ 'V]] deYyfiil ~J F S#vraae CapaC1tY Pond Volume @ 8" I]epth: - _ (0.67 k depth x pond floor airea) + (112 x 0.67 x 2.0 x pand flaor perimeter) =0.67A+ 0.57P Y 0.67 (1,786) + 0.67 (218) = 1j 97 + 146 = 1,343 cu, ft. 1,343 cu. ft. > 710 cu. ft. required wfith Type "X" drywell, as per ~owstring "Narth Pond" is OK for storag-e @, 0.3 cfs autflow rate Storimwater Drainage Repor# for: Design AlIiance 1"4th Auenue 4Cr apartment complex 5J1766 Sirnpsan Engineers, Inc. paye 4 cirainage3lcalcs11335$ RATIONAL FORMULA HYDROLOGY & BOWSTRING METHOD: DETENTION BASIN DESIGN . DRAINAGE BASIN ANALYSIS for 10 YEAR STORM EVENT Date: 05/16/96 Project Name: Design Alliance: "4th Avenue 40" apartment complex Design: Doug Christenson Project Number: 13358 Disk File: B2:lbowstmg110113358.wb1 Site Location: North of 4th Avenue at Fox Road, Spokane valley Basin Name: West Basin Descnption: Southwest portion of site Swale Name: West Swale Location: SW corner of site Point of Concentration: EP at RV parking stall SUBAREAS: TIME OF CONCENTRATION (minutes): Description Acres C A*C Tc (overland flow) Tc (gutter ftow) Asphalt Pavement 0.265 0.90 0.239 Ct = 0.15 L2 = 210 Buitding Roofs 0.090 0.90 0.081 Z1 = 0.172 Garages 0.101 0.90 0.091 L1(A) = 30 Z2 = 50 Concrete Walks 0.051 0.75 0.038 N(A) = 0.016 B= 0 Lawn & Landscaping 0.377 0.15 0.057 S(A) = 0.01 n= 0.016 s = 0.022 Tc (A) = 0.38 d = 0.16 Total Basin Area, acres = 0.884 Composite Runoff Coefficient = 0.571 L1(B) = 0 Tc (gut.) 1.39 Combined (Area ' Runoff Coefficient) = 0.51 N(B) = 0 Tc(A+B) 0.38 S(B) = 0 Tc total 5.00 Tc (B) = 0.0 Intensity 3.18 "208" DRAINAGE PARAMETERS: • Holding 7.48 Q (est) 1.62 c.f.s. Impervious "208" Area = 19867 sq. ft. "208" Volume Provided = 895 cu. ft. Storm Storage Provided = 1228 cu. ft. Time of Concentration = 5.00 minutes PEAK DISCHARGE, 10 YEAR STORM: BOWSTRING CALCULATIONS ==#1==• ==#2==• ~__•__~_=•==#5==• Q = C ' I * A = 1.61 C.F.S. #6 #7 Time Time Intensity Q dev. V in V out Storage Inc. Inc. (min.) (sec.) (in./hr) (cfs) (cu. ft.) (cu. ft.) (cu. ft.) NUMBER and TYPE of DRYWELLS PROPOSED: (#1 '60) (A'C'#3) (outf.'#2) (#546) 1 Singfe-Barrel (Spokane County Type A) 5.00 300.00 3.18 1.61 646 90.00 556 0 Double-Barrel (Spokane County Type B) 5 300 3.18 1.61 646 90 556 Outflow Provided 0.3 c.f.s. 10 600 2.24 1.13 794 180 614 15 900 1.77 0.89 896 270 626 20 1200 1.45 0.73 954 360 594 "208" TREATMENT VOLUME: 25 1500 1.21 0.61 979 450 529 30 1800 1.04 0.53 999 540 459 Required G.P.A. ponding volume: 35 2100 0.91 0.46 1012 630 382 Impervious "208" Area x 1/2" = 828 cu. ft. 40 2400 0.82 0.41 1036 720 316 volume provided at 6" depth = 895 cu. ft. 45 2700 0.74 0.37 1048 810 238 OK! 50 3000 0.68 0.34 1066 900 166 55 3300 0.64 0.32 1100 990 110 60 3600 0.61 0.31 1141 1080 61 STORM STORAGE VOLUME: 65 3900 0.60 0.30 1213 1170 43 70 4200 0.58 0.29 1261 1260 1 Maximum storage required = 626 cu. ft. 75 4500 0.56 0.28 1302 1350 -48 volume provided at 8" depth = 1228 cu. ft. 80 4800 0.53 0.27 1313 1440 -127 OK! 65 5100 0.52 0.26 1367 1530 -163 90 5400 0.50 0.25 1390 1620 -230 95 5700 0.49 0.25 1436 1710 -274 DRYWELL REQUIREMENTS: 100 6000 0.48 0.24 1480 1800 -320 1 Single (Type A) 0 Double (Type B) RATIONAL FORMULA HYDROLOGY & BOWSTRING METHOD: DETENTtON BASIN DESIGN . DRAINAGE BASIN ANALYSIS for 10 YEAR STORM EVENT Date: 05/16/96 Project Name: Design Alliance: "4th Avenue 40" apartment complex Design: Doug Christenson Project Number: 13358 Disk File: B2:lbowstrng110113358.wb1 Site Location: North of 4th Avenue at Fox Road, Spokane valley Basin Name: East Basin Description: Southeast portion of site Swale Name: East Swale Location: SE corner of site Point of Concentration: EP at NE edge of East pond SUBAREAS: TIME OF CONCENTRATION (minutes): Description Acres C A'C Tc (overland flow) Tc (gutter flow) Asphalt Pavement 0.318 0.90 0.286 Ct = 0.15 L2 = 270 Building Roofs 0.123 0.90 0.111 Z1 = 100 Garages 0.145 0.90 0.131 L1(A) = 20 Z2 = 100 Concrete Walks 0.041 0.75 0.031 N(A) = 0.016 B= 0 Lawn & Landscaping 0.540 0.15 0.081 S(A) = 0.01 n= 0.016 s = 0.01 Tc (A) = 0.30 d = 0.12 Total Basin Area, acres = 1.167 Composite Runoff Coefficient = 0.548 L1(B) = 0 Tc (gut.) 3.16 Combined (Area ' Runoff Coefficient) = 0.64 N(8) = 0 Tc(A+B) 0.30 S(B) = 0 Tc total 5.00 Tc (B) = 0.0 Intensity 3.18 "208" DRAINAGE PARAMETERS: Holding 9.62 Q (est) 2.05 c.f.s. Impenrious "208" Area = 25524 sq. ft. "208" Volume Provided = 1066 cu. ft. Storm Storage Provided = 1474 cu. ft. Time of Concentration = 5.00 minutes PEAK DISCHARGE, 10 YEAR STORM: BOWSTRING CALCULATIONS Q = C * I * A = 2.03 C.F.S. #1 #2 #3 #4 #5 #6 #7 Time Time Intensity Q dev. V in V out Storage Inc. Inc. (min.) (sec.) (in./hr) (cfs) (cu. ft.) (cu. ft.) (cu. ft.) NUMBER and TYPE of DRYWELLS PROPOSED: (it1'60) (A'C'#3) (outf.'#2) (0546) 1 Single-Barrel (Spokane County Type A) 5.00 300.00 3.18 2.03 817 90.00 727 0, Double-Barrel (Spokane County Type B) 5 300 3.18 2.03 817 90 727 Outflow Provided 0.3 c.f.s. 10 600 2.24 1.43 1005 180 825 15 900 1.77 1.13 1134 270 864 20 1200 1.45 0.93 1207 360 847 "208" TREATMENT VOLUME: 25 1500 1.21 0.77 1239 450 789 30 1800 1.04 0.66 1264 540 724 Required G.P.A. ponding volume: 35 2100 0.91 0.58 1281 630 651 Impervious "208" Area x 1/2" = 1064 cu. ft. 40 2400 0.82 0.52 1311 720 591 volume provided at 6" depth = 1068 cu. ft. 45 2700 0.74 0.47 1325 810 515 OK! 50 3000 0.68 0.43 1348 900 448 55 3300 0.64 0.41 1392 990 402 60 3600 0.61 0.39 1443 1080 363 STORM STORAGE VOLUME: 65 3900 0.60 0.38 1535 1170 365 70 4200 0.58 0.37 1595 1260 335 Maximum storage required = 864 cu. ft. 75 4500 0.56 0.36 1647 1350 297 volume provided at 8" depth = 1474 cu. ft. 80 4800 0.53 0.34 1661 1440 221 pKi 85 5100 0.52 0.33 1729 1530 199 90 5400 0.50 0.32 1758 1620 138 95 5700 0.49 0.31 1817 1710 107 DRYWELL REQUIREMENTS: 100 6000 0.48 0.31 1872 1800 72 1 Single (Type A) 0 Double (Type 8) • RATIONAL FORMULA HYDROLOGY & BOWSTRING METMOD: DETENTION BASIN DESIGN . DRAINAGE BASIN ANALYSIS for 10 YEAR STORM EVENT Date: 05/16/96 Project Name: Design Alliance: "4th Avenue 40" apartment complex Design: Doug Christenson ' Project Number: 13358 Disk File: 82:\bowstfn9\10113358.wb1 Site Location: North of 4th Avenue at Fox Road, Spokane valley Basin Name: North Basin Description: Northwest portion of site Swale Name: North Swale Location: NW corner of site Point of Concentration: LP of asphatt at NE corner of Building I SUBAREAS: TIME OF CONCENTRATION (minutes): Description Acres C R*C Tc (averland flow) Tc (gutter flow) Asphalt Pavement 0.249 0.90 0.224 Ct = 0.15 L2 = 100 Building Roofs 0.213 0.90 0.192 Z1 = 100 Garages 0.069 0.90 0.062 L1(A) = 50 Z2 = 100 Concrete Walks 0.034 0.75 0.026 N(A) = 0.016 B= 0 Lawn & Landscaping 0.326 0.15 0.049 S(A) = 0.01 n= 0.016 s = 0.01 Tc (A) = 0.52 d = 0.113 Total Basin Area, acres = 0.891 Composite Runoff Coefficient = 0.620 L1(B) = 0 Tc (gut.) 1.22 Combined (Area * Runoff Coefficient) = 0.55 N(B) = 0 Tc(A+B) 0.52 S(B) = 0 Tc total 5.00 Tc (B) = 0.0 Intensiry 3.18 "208" ORAINAGE PARAMETERS: Holding 3.56 Q (est) 1.74 c.f.s. Impervious "208" Area = 23108 sq. ft. "208" Volume Provided = 975 cu. ft. Storm Storage Provided = 1343 cu. ft. Time of Concentration = 5.00 minutes PEAK DISCHARGE, 10 YEAR STORM: BOWSTRING CALCULATIONS Q= C* I* A= 1.76 C.F.S. #1 #2 #3 #4 #5 #6 #7 Time Time Intensity Q dev. V in V out Storage Inc. Inc. (min.) (sec.) (in./hr) (cfs) (cu. ft.) (cu. ft.) (cu. ft.) NUMBER and TYPE of DRYWELLS PROPOSED: (01,60) (A' C'#3) (outf.'tt2) l#5-461 1 Single-Barrel (Spokane County Type A) 5.00 300.00 3.18 1.76 706 90.00 616 0 Double-Barrel (Spokane County Type B) 5 300 3.18 1.76 706 90 616 Outflow Provided 0.3 c.f.s. 10 600 2.24 1.24 868 180 688 15 900 1.77 0.98 980 270 710 20 1200 1.45 0.80 1043 360 683 "208" TREATMENT VOLUME: 25 1500 1.21 0.67 1071 450 621 30 1800 1.04 0.57 1092 540 552 Required G.P.A. ponding volume: 35 2100 0.91 0.50 1107 630 477 Impervious "208" Area x 1/2" _ 963 cu. ft. 40 2400 0.82 0.45 1133 720 413 volume provided at 6" depth = 975 cu. ft. 45 2700 0.74 0.41 1145 810 335 OK! 50 3000 0.68 0.38 1165 900 265 55 3300 0.64 0.35 1203 990 213 60 3600 0.61 0.34 1247 1080 167 STORM STORAGE VOLUME: 65 3900 0.60 0.33 1326 1170 156 70 4200 0.58 0.32 1378 1260 118 Maximum storage required = 710 cu. ft. 75 4500 0.56 0.31 1423 1350 73 volume provided at 8" depth = 1343 cu. ft. 80 4800 0.53 0.29 1435 1440 -5 QKI 85 5100 0.52 0.29 1494 1530 -36 90 5400 0.50 0.28 1519 1620 -101 95 5700 0.49 0.27 1570 1710 -140 DRYWELL REQUIREMENTS: 100 6000 0.48 0.27 1618 1800 -182 1 Single (Type A) 0 Double (Type B) i - . . 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'rwBLEG.---I3riej clesc.7iptioiis oJ svzls a.ilcl tJ CltsssificAtioa , Depth Diap Soil iiainc Drscriptiai of aoil uiid aite trocu . syinbul • ' surface • UaDA tcxture ~ . . I~~. DsC llrugoon stony silt loam, 0 to 30 perceiit Si►nilLir to llrubuon silt lauui, 0 to 30 perecnt ' slupes. slopes, excc:pt uli:►t the Surfi►ce luyec is atony. , DsD llrabooii stoiiy silt loutu, 30 to JJ pcr- CCilt 3jOj)t;y. DvD llrugoon vcry rocl:y complcx, 20 to 55 llrcigooiY purt siiuiliu to 17ru6ooii silt loaui, 0 to iwrccut sloles. :SU percciit slopes, exccpt tliut tleptf► to becl- rock r:uibcs frou► lU Lu 20 inchc:a. ltock aut- crop iucludccl iu tliis cumplcx. Ek6 Eloika silt loasa, G to 30 pcrceut Slopes. 11lediuni-tcxturecl, wcll-druiiied soil formed from U to 34 Silt loocn_ gluciul I,ill wutuiuung u lurbe urnow►t of vol- ciiiiic :wli il► L1ic aurfuce liLyer; uuclerluin by 24 to 44 Gcavelly bruvcl :►t clclAl► of 3U to liU inclies; uccupies 44 I.o 53 Yery 6rLivelly sand; uiiduluLiiig, iuoruinclikc tupo6rupLy, luuin. 53 to 60 Cravel__________. ' EIC IC, loiku very staiy silt louiii, 0 to 30 pcr- Siinili►r to lsluiku sill, louin, 0 l0 20 perccut slopea, cettt Blupezs. iaLepL tliut they r►re very stony tliroubliout. • EID Lloiku vcry stoiiy silt loniu, 30 to 55 perceuL slojus. Em ICilzdc:iit s+lt luum. Aiedium-tcxturecl, suuicwtiut poorly druiiied, U to ?G Silt loum_ • uldMiitc soil formed it► ulluvitiui from culcar- , cuuy Silt, volcuuic iwl►, uud cliatouiW; deptu 26 to 41 Vcry 6ne sandy to wa6er LabIc flucLUitLeS froin iIcur tlie aurfuce luuili. . to abuuc ti [cec. 41 to Go suudy cluy loAm_._ i ~ Fa6 Frecnian silt loiiui, 5 to 20 pcrccut Very dcep, uiuderutely well drained uplund soils 0 to 22 Silt loi►ui_ ~ slopes. with nicdi«nI-t,LxLurcd 3urfuce li►ycr und incdi- i FaB3 Freeinun xilt lontn, 5 to 20 perccnt uui ar mwdcrxtuly line texturud sub5oil; forutcrd 23 to 72 Silty cluy loAru__... i slopw, severely erodecl. froui silt oii ruliiu6 to hiUy upiuuda. . j FaC3 F-recuinu ailt luuui, '?U to 30 pcrccut ' ~ aloliLa, sevcrely c:roiled. ~ Fm Fresh wisler uiarsh. Sliullow, , Sw:►mdpy, iuteriuitteut ponds and fritibes ucouu lukes llutL huve a fluctuul,in6 ~ wulcr 6xblc. I:11gII1CCl'IUj.; (IAtll is j►ot given, . ~ us liki►cl type is tuu vuriuble. • , • GaC3 Curficld silty clay loum, 0 to 30 perccut Vc:ry deep, wcll-clruiaecl soil developcd in loess 0 to 8 Silty cluy loum__... ~ slopes, severely crocJed. un ridgclops :u►cl ki►obs un thu rollitig to liiUy 8 to 23 Silty cluy________., ' uplunds iu tlic l'iiluuse suil oreu. 23 to GO Silty cl:►y louw__... 1 GgA Gt►rrison 6rnvcUy lourn, 0 to 5pcreent Gritvclly, meclium-lextured, soluewUst exces- 0 to 15 Crnvelly loam---... alopes. sively druiiicd soils foruiccl in gcuvclly gluciul 15 W 44 Very gruvelly loam, GgB . Gttrrisai bruvclly loam, 5 to 20 pcrcent uutwusli iuutc:rial froni u vurtety of ucid, 44 to GU Suud, gravcl, und ; slopGS. igneuus p:ureunt rock; oi► iieurly lcvel to u►oJ- cobblzaWUUS. . - crauly-nlupiiig terraces; clepl,h to niixtairc of suncl, gravul, uncl cubl►lcswiic3 rau6uy lroui `?~Y t,o 5 fueL. GmB Gurrison vety 6ruvclly 103111, 0 to S S+mil:tr to Curi•i5on gr:ivelly loiuii, eacept tliat U to 15 Very gruvelly loam. purcuut slopes. the Su►fucc luycr is vecY br:Velly. 15 to 44 Very bravelly laam: 44 to GO Sund, gruvcl, and 1 cobblestoues. ( , Gn8 Currison very stony loain, 0 to 20 Siiuilur to Gari•isou bruvelly loaui, eacept tlult pcrceut slope3. the surfucc: 1:►ycr is vcry acouy. GpA Glenrase silt loum, 0 to 5 percent slope3. Very Jecp, nicdiuin-tcxtured, wclt-drAined soils 0 to 72 Silt loatu_____..... • GpB Cleurose silt loflui, 5 to 20 pcrcentelupea. fornicd fruiu acicl iKucous glaciul ti{1; aurfWCc GpC Clciirose silt luun►, 20 to 30 pcrc;cut layer inllucuc:ed l,y loess nr►d volcAnio ush; on • nlopca. bently rollii►b w steup upluiicLs. , GpD Glctirose eilt loucn, 30 to 55 pcrcciit ~lupc~. : . ' ~