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SULLIVAN N 4517 6-PLEX SWANSON w ~8~Z4 a ~ ~i • ' n . . .~.5 4Z 76_~ z 3 , _ ~ ~ . , . . , 't " 10 47 3 /V t r 2 ~ N'~, ' ~ i % ~ 2 09 t.:J 6 - ~ 4 5~' 'tiv , 4 15 q'~° J '~r z~ ~t9 ~ ~ P p-` r' t 4 ~ 44 v~ R „ ~ 3 _ 100 4 ►o t Q3_-r8 qo 1 , ~ - , r►` _ • ~ . sa ►os ~ ~ _ ~tl ~ • t0 fi 5.~9 ~ yQ0 r fa. . dr • co ~ ~,`Z _ PE-A46 ~ -~4C ~ a ~ m ~ 1 . Q ' ~ . ~ ~ too i I-~ • . t ~ a ~ ~ ~ ~ 4 l , r ; S said time and place, any interested person may appear, for or against, the granting of this aFplication. AGENDA, MAY 17 , 1979 TELEPHONE NO,: 456-2205 SPOKANE COUNTY ZONING HEARING EXAMINER COMMITTEE Time: Thursday, May 17, 1979, 1:30 P.M. Place: Broadway Centre Building, Second Floor North 721 Jefferson Street, Spokane ZONE RECLASSIFICATICaN 9, ZE-203-78. AariculLUra1 SujMrbao ko MLtUnle FaMi1v Siiburbaia a. Location: Section 2, Township 25 N., Range 44 , E,W , M. Lots 6, 7, 8, 9, and 10, Block 2 of Krueger' s 3rd Addition. b, Vicinity Location: West side of Sullivan Road, south of Upiand Drive. c. Applicant: Robert W. Fogg East 12929 Sprague Avenue Spokane,` WA 99216 d. Site Size: Approximately 5 Acres e. Exis ting Zoning : Agricultural Suburban, e s r. 1969 f. Proposed Zoning: . Mulriple Family Suburban g. Application of Zoning Provision: Chapter 4, 21 , Section 4.21 .040 h. Proposed Use of Property: Apartment units. i. Environmental Impact: A topic of discussion at this hearing may be whether the Hearing Examiner Committee has adequate information to assess the adverse environmental impacts of the proposal, The State Environmental Policy Act WAC 197-10-330(2) provides that: In the event that the further investigations authorized by this section do not provide information reasonably sufficient to assess any potential adverse environmental impacts of the proposal, an E, I. S, shall be prepared." -9- . • STAFF ANALYSIS . May 17, 1979 ZE-203-78, AGRICULTURAL SUBURBAN TO MULTIPLE FAMILY SUBURBAN FOGG I. FINDINGS OF FACT a. Zone Classification 2. North: Multiple Family Suburban, established, 1979 2. West: Single Family Residential, established, 1974 3. South: Agricultural, established, 1942 4. East: Agricultural, established, 1942 Local Business, established, 1960 b. Land Use 1. Site: Vacant 2. North: Vacant 3. West: Single Family Residential 4. South: Vacant 5. East: Church and Single Family-Residential c. Development Plan Property area: Approximately 5.47 acres/60 units Proposed building area: 16,704 sq. ft./7% land area coverage Existing building area: Vacant Parking area (Spaces): Required - 90 Actual - 100 d. Regional Comprehensive Plan - 1968 The Plan Map has designated this area appropriate for Residential development. e. Compliance with SEPA: The Planning Department staff has circulated a proposed declaration of non-significance and received no coatments from Agencies of Expertise, therefore, a recommendation that a final declaration of non-significance be issued. II. REVIEWING AGENCY COrIlKE.NTS : a. County EnRineer's Office: The County Engineer's Office has requested the following be considered if the re2one is approved: NOTE: All required improvements shall be built to meet or exceed minimum County construction standards. 1. Applicant shall pave 20 feet on Upland Drive. 2. Applicant shall construct cement concrete curb and sidewalk on Upland Drive. (continued) , . . s Y STAFF ANALYSIS May 17, 1979- . ZE-203-78, AGRICULTURAL SUBURBAN TO MULTIPLE FAMILY SUBURBAN FOGG . 3. Applicant shall construct 5~ foot cement concrete sidewalk on Sullivan. 4. Applicant shall obtain approval for on and off-site drainage and access plans before issuance of building permits. b. Spokane Countp Health District: The applicant shall complp with rules and regulations of the Health District in providing for adequate sewage disposal. All necessary Health District permits shall be obtained prior to building permit issuance. Approval of sewage disposal facilities by the Spokane County Health District. The applicant should Ieave unpaved land available for sewage disposal at a load in rate of not greater than 1.2 gallons per square f.oot. The applicant.should also have available'a 104% reserve drainfield at the ~ same Ioading rate. c. County Fire Marshal's Office: Fire District #1 Installation of fire mains and hydrants to be in accordance with the requirements of the Spokane County Fire Marshal. Access and circulation plans for emergency vehicles to be approved prior to building permit issuance. d. Water Purveyor: T'R;ENTWOOD IRRIGATION DISTRICT We are able to supply this proposal with adequate water. TII. CONDITIONS If the Zoning Hearing Examiner approves this request, the following conditions should be considered: % a. Compliance with all requests stated under Reviewing Agency Comments above. b. The applicant shall develop subject property generally in accordance within the concept presented to the Hearing Examiner Committee. Minor variations when approved by the Zoning Administrator will be permitted, including, but not limited to the following changes: Building location, building materials, landscape plans, and general allowable uses of the permitted zone. All variations must conform to regulations set forth in the Spokane County Zoning Ordinance. The original intent of the development plans shall be maintained. (continued) • ~ ~ , . STAEF ANALYSIS Map 17, 1979- ZE-203-78, AGRICULTURAL SUBURBAN TO MULTIPLE FAMILY SUBURBAN FOGG c. A landscape plan showing specific detail and accompanied by a performance bond shall be approved bq the County Zoning Administrator prior to building permit issuance. ~ d. That the provisions of SEPA's Notice of Action pursuant to 43.21c.080 RCW and the Board of County Commissioners' Resolution #77-1392 be accomplished by the applicant within thirty (30) days of formal action by the Board, as instructed by the Planning Department staff. e. Interior driveways and parking areas shall be paved. f. Direct light from anp exterior area lighting fixture shall not extend over the property boundarq. . ♦ . ~ ~ , • ~ . , c.•,. ' ~C~ ',t! ~ ~ ~ ~ tp5t volley 'T vo~~ey 9cho~ NOR ~ o h ~ i ► I ~ . r . H ► g h~ ~j . ~ F~'" Qv 5chool -TO"twDOd *c D~ Q _ ' ~ ` ~ ' t5~ tb4 kk t+`~ k45 ~4f' A1 ! ' ~ , ~ ~,,.ti.«,o ~'•..•r -",~r . 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'w'~~ ~ 'k • , • . ~t~„ ~t ~ ~V' ,~k •'~y~ ~',,i~ ~ ~ Looking West from Sullivan Road. ~ . r i a ~ ~ ` • ~ ~ , ~ „ , 'Jnc~:~"~~,,u~+w~ .n.!~'~''~~ _irV•»"`« ' • ~•yp"i..7l~nrJ"y! t ' • ' „V,.+v r'a'' 9 ` ° . ~ , , a ` i~ , . i~..1i.M~~w~~.. ^ ~Yri✓f. . ' ~d,~rY ...n>h'r°~~. ~~,ayy,'iK,a.~{~~ ~ ; `'•~yw ' ~ . ~ ~ ' YrHf.'9' ~ ( • ~i'+~'' ~ • r,•• . ~i , ' e, • • ' '•~^~l~~~Ji~~'~'~? ~tA~p'f • .4,,:1:y.'~Lola.. t~e 'L`..ri;d+ ~•'1' . '.:',`Jt I 1~ ' ~ ~ .Ar~O' NtiI~ . A~ ~4' . "~f • • . 1 'tilr A .i > ' sa,1'y~~ '-'A~fsr . ~ . . • ' , 'd ~ . . . ~.~~et;~Sbi"~-~~'"`14~'M ~ ~ .,.fI`~: • . . . , •,.~-.7.-'D..~'a . . ,b~. `b F ~ ~j • " 1~*,/.+.~.. ?c.. yaero ~ ~~:QSW,~9r • . . • , . , 7i ±.1tlh.h~"0.~ . . , , ~ ' ..`aS.~ ' . .k~., 'k.~l• `•~.'Jq . Ml„6..,~~Of~N+ri~7~ Y* ~ • ' ' • „ ` 1 .f , G '7~.,H.... . :~,L•:'~'"Mr'TL~;:•`,~'~ .Yw~Yr,~~,' ' ~ .zw ~ _.ry'k" ' ; . • V✓'i l•;, ; ~,~:~+t~ ~^e:~~~~ . ' , • ~ • _ . . . ~ 1 ~~;••yy~ ~ !f'v~ w•~ r. ' • ~•,~'y!Rj~~[ ~rtl~p ` . .1 dr~ r ' .bC. d~. . f . _ • ~ ~~(V ~ ~M1~hL . ♦ ~ , . ~ • I~'• K~~ 1~ ` ~,.~f~ )..4.'r'i•.'l,'~'~~ ''~M' ~ . • ~ . j,~ ~r' ' ' . ' .~~4~d/ ~;{{~y~yt'♦4J't,~/«~"'~~r ~*'~r~ i ~'c,'JXs+r1i ~~•~"/I .~i ~'f, j ~'.~r ' . . . ,1 ~ ~ y; ~'~I~.LM3~ ~'Y~17~!'~:~.~ _5~.%~~y~.{`A~Y qr~Y .il.~ . :1. ~ ~ ~.'I*)P~~' .A1.r~1: ' . • . 1~,~. .:;i.f~~~ , i~~ ' •.~J~ ~ ~~a~l~' f ~fYM'~~~ lylif.Y~~~ . ~ • . . . • " '1 ~r~p,'~~IL 1. _~t~; -~~~..=:-~w*~"~g;►~~~'•~ ~ ~ ~ . f: } •r,~';.r.~.~~;r~;;~~~~~'''~~~w'~~~,~;, ~r t~'! ~ Nlyr~Y~,~~.~~~~"~ ~ '~~!"4 y~_~ ~C~'i'~:C~-{ft~.l'ZC'';Ci~V,l 'it~~ .~•..~.~3,~ T ~ A Uland Road "`~~i., .r. Looking South from p . ~ • ' ^:a'• J!"=T-, . ,r > i y..~ • ~ ,'{r.:~ . e7:";y~ _.~~~rvnZl4~~i~..+,P~-~ ;#~••~r,`' ~i- . ~~XµN• • " A ,w~Qj!,ye. .o~~J'~'~7%'~' ~~[~.1.~': 101. r 1CI~ '.•5 oi r ,3 a~; „ . s~ i w' ♦ r • i • k~ 0 > ..••r a • `,C 1 ~ ~ . . .,s, ~;r•~; . ~ ~ ~ . • ~ ..u , ...s-ea.'y. :......~t. ,zi..~uw.~:}.!':'?w► ~ / _ ~ ~ 5' ~ ~ , • w, a- ~ ~ t ~ ' ~ • 1~ ~ 'd• ~ • - d, ,i ~ r ~ & `0o" e VAorCh South n9 otS0`~th 4 b den Prr°ws r . . ' , - E •r-~ •i--i i . , _.r`._~_ _~~_.j.__._. r._ _ Y _.t..._~--~-.-•. ~ ^~j~! ~ . _ . . . ....7-•,- , ~ ; ° . , • , i'_I_•-„1--.-• •~"--ti . _ . . : I,_ . . . . . . . . .i_t....L ' . i .1 ( ~.........i ~ i... • ~ • I~ ~ . . . . . • ' ' i.~~.~ f_ ~r , _ ~ r~ : r_~.~ .i . ' ~ ~ . . ' ~ ! . ~ ; ~ .r.. ~ . . : . . . . . . ' , , . ; . . . • ~ ~ _ . .e-~- . . : . . . ' _~L~~ ~i ~w'~~. ..~.~1.~.. F~ : . ~Y(__.T__.~..i..~ ~_..........~w. ;f._. . . . . r _.~~~p . . . ...r.~.. . _y~e.... . . . _ ~ . . . . _ . . . . _ _ . _ ~ . _ . . . . . • ~ "Dp V ✓ f . . . __~._i_. . . . , . . , . , -t._ . . . . . . ' r--• _ . , ~ . ..}-Y« . . ~ --i--" • . . . r. : . . . . . . . ,p. . '.t"~~t~T^~' _Y i ~~-J . . . ~j~.~~..~......~ . . .L.~~ . . . ~ ' ' . . ~t.. . . r... . . . r, .t_ _ . . . / I \ ~ . v \ \ 0~~. ~►ii ~7J./. . 1• o}~~.~~ i %i , i i..r _ . . ~•1~~ • ~ J' ~ ~G--~•...~_...... . . . _ 1 ~f~ \ • ' % . . . . . ~L ~ 6 6 l ~ r . ~ 1. C.w s , 1. t~.~ . ~ _ . . . . . _ . , . . ~ Gc y~ . . . . . Go.wr~1 _ . : . . . . . . . . . . . " ~ • ~ ~ • 56;s . ~ . . ~ ! , ~ ' ~ ~_j_; ! . + i_: : 1_... , . . . . . . U, ♦ - r • r r . . • ~ l~ ~ G r! . . . . : .J-. ; ..-y.~ _ ~ ~ . . . _ . . . • . . . .i. . , ~ • . ~ ~ ~ , ~ ~,e~-~,.. ....i ~.5~ •N . ~ aA ~ . ~ ; - 000 :_.'V.,4 ' . rl r ~ ~ . . . ~ . . X , , • ✓ i t . ~ I ~ i ~ `'l, ~ • ~ ~ , - p ~ = ~CD ~ ~ , { . . I I r ~ i ""t ~ ~1 ~ ,~~~~•vP~~ ~ • ~ . - ~ ~ . ( Lo s ( f~ L . c. ~rJ ~ ~ ~ w•... ~ ~ -E • ( _ ~ d+ ,Y 'C ` c~ L ` .r• ~ ' c c U.. C,~ c~ ~ 00 ' ~ { ~ ~ . , • ~s-k- O ~ . . . I . J, , \\C~ j , ~ . . . - ~ . ~ . s ENGINEER'S REVIEW SHEET ` BLDG. PERMIT # -or -FILE# B94051-94 Relatecl File # ( 7E-203-75/P-859 B21,7) Date to Review 4-4-94 Time 10:00 # PRE-CONSTRUCTION Date to AA & DR Time Date Received 3-28-94 Project Name 6-PLEX SWANSON No. Lots No.Acres Section - Township - Range SITE ADDRESS SULLIVAN N 4517/S UPLANI) PARCEL # 02541-580-71 Applicant's Name CHRIS SwANSON Phone # 926-0755 Address Work # Date Conditions mailed Contact person Plione # FLOOD ZON.E ✓ NO W S SCI-IOOL Enguleer / Surveyor's / Architect's Name Planning Contact Person Phone # 456-2205 Date Subinitted DESCripCion Initials AG12ErMENT TO I'AY FEES OR PRIORIrI-Y FEE COMPLETED & COPY 10 ACCOUN"I,ING I'INAI. PLAT FEES COMPLE1 ED & COPY TO ACCOUNTZNG NOTICE TO PUI3LIC # 1 3 40 COMPLLTED - OR NEEDS Tp BE SIGNED DFSIGN DEVIATION SUBMITTED ALTERATION TO PI AT - BLOCKS & LOrI,S HEARING EXAM _APPROVED _DENIED-_Ai'PHAI..FD BBC / YROJECT _APPROVED _DCNIED l 3 o-- 5~tle -1,7` ~tl , > , C k r , ~ _ 47-P)C7 t~ cC> w1 r~ e ,-J`rs ~ O L-iZT. oS~ Q I' A ~ z - -7-~ y f I 4.~ --Z 3 12- 19~ G Tb ',Gov zj-~.-_> JQ ~1t.Sa~U _ _z-, _ 3~, _ . Rewe'r.d S : i C PJ.UJ ~ `~►.~f sd ~ ~ J .s..✓ ~4 - ~ ~d~t 4 ~N f w ~►.v.o.~ "PLAdJ .4-..r.orQ ✓4rA- /VAr4r** ~Q~ w . ~ . ~ - 4 • I q- .9~ ~ ~~a~. ~ . 4- ~ 2D • g'S' r ,v o~-.~.- . ~ ~ k\p\t\review.kor . s PROJECT NUMBER= 94002 APPLICATION E( !-J= 03/22/94 PAGE= 01 THIS IS NO#' •a PLF:IqIT PENALTIES WILL BE ASSESSED FOR COMMENCING WORK WITHOUT A PERMIT SITE STREET= 4517 N SULLIVAN RD PARCEL#= ADDRESS= SPOKANE WA 99206 145-02~I, PERMIT USE= 6-PLEX PLAT#= 001403 PLAT NAME= KRUEGER'S 3RD ADD BLOCK= 2 LOT= 7 ZONE= UR-22 DIST#= H AREA= 00000000 F/A= F WIDTH= 115 DEPTH= 401 R/W= 60 # OF BLDGS= 1 # DWELLINGS= 6 WATER DIST = TRENTWOOD OWNER= HOMESTEAD CONSTRUCTION PHONE= 509 926 0755 STREET= 313 N FARR RD ADDRESS= SPOKANE WA 99206 CONTACT NAME= CHRIS SWANSON PHONE NUMBER= 509 926 0755 BUILDING SETBACKS: FRONT= 40 LEFT= 28 RIGHT= 31 REAR= 44+ REVIEW INFORMATION DEPARTMENT REVIEW REQUIREMENT BUILDING REVIEW COORDINATOR - J SHATTO COMMENTS: BUILDING PLAN REVIEW REQUIRED COMMENTS: ENGINEER APPROACH/FLOOD PLAIN/DRAINAGE ' COMMENTS: ENGINEER DRAINAGE PLAN REQ' D Gl/ . T COMMENT S : +f.w I4S .3/Z 319s. HEALTHDIST NEW OR ADDITIONAL WASTE WATER COMMENTS: a PLANNING SITE PLAN REVIEW REQUIRED I/ *`R5 COMMENTS : e!;~ / ~G _ . ~G~1I•Z~ . ctc$"Z~GL~° , FIRE DISTR FIRE FLOW TO BE REVIEWED ~Q C ~ PROJECT NUMBER= 94002310 APPLICAT-iON = t DATE= 03/22/94 PAGE= 02 COMMENTS: *,r************************~**** BUILDING PERMIT CONTRACTOR= HOMESTEAD CONSTRUCTION PHONE= 509 926 0755 STREET= 312 S FARR RD ADDRESS= SPOKANE WA 99206 NEW= X REMODEL= ADDITION= CHANGE OF USE= DWELL UNITS= 6 OCCUP. LD= BLDG HGT= 30 STORIES= 2 BLDG W X D= X. SQ FT= 5850 SPRINKLER= N REQ PARKING= #HANDICAP= CRITICAL MAT= N DESCRIPTION GROUP TYPE SQ FT VALUATION APARTMENT R-1 VN 5850 256347.00 CARPORT M-1 VN 800 5600.00 DECK R-3 VN 192 960.00 ITEM DESCRIPTION QUANTITY FEE AMOUNT PLNG-MULTIFAM. ZONE; 125 6 210.00 PLNG-APARTMENT UNITS;125 6 63.00 COMMERCIAI, VALUATION Y 1210.00 PLAN REVIEW FEE Y 786.50 STATE SURCHARGE Y 4.50 ENGINEERS REVIEW Y 50.00 RADON MONITOR 2 25.14 SALES TAX 2 2.02 COMMERCIAL SURCHARGE Y 359.37' PAYMENT SUMMARY ***~********k*************** PAYMENT DATE RECEIPT## PAYMENT AMOUNT 03/22/94 00002897 1109.50 TOTAL DUE= 1601.03 TOTAL PAID= 1109.50 PERMIT TYPE FEE AMOUNT AMOUNT PAID AMOUNT OWING- BUILDING PERMIT 2710.53 1109. 50 • •16.01. 03 2710.53 1109.50 1601.03 ' . _ . PROCESSED BY: JULIE SHATTO PRINTED BY : KATHY SQUIRES , . _ THANK YOU . • . . ' . . : , - . . . • , , - ' , , ~ `N ' ~ ` ' - . • - , ' ' . . • f 4 ~`Y-. . . ly~'.• 1'• ♦ ti 1ZL OF 4/13/94 PRE-ANPLICA'I'IOIY COi t I3NCE7 N 4517 Sullivan - Six-1'';cx Apattmcnt I NAM13 I ADDRESS CI'1'Y I S'CA'1'11 I %IP ( PI•IONL I CorrrnCc OWN'IiR ~ Chris Swanson 1313 N. Farr Road I Spolane I WA I 99206 I 926-0755 I a CONI'FZACI°nR I 1•lomestcad Constrvnion I 311 N. Farr Road I Spolanc ~ WA I 99206 I 926-0755 I X AItC111"1'l:Cl' I Dcsign Alliancc STATF_ ENVIRONMLN'1'AI !'OLICY ACT (SCPAI The proposal was reviewed hy the llivision of 13uildings for compliance with Stalc Environmental 1'olicy Act. A threshold deternlination is not required based on WAC 197-11-800(1)(C). 1'lt011?Cl' OVCRVIEW This is the first of four six-plex to be built. Two-to-three of these may be built this ycar. There will be an access easement off upland provided for the parcels. No swiniming pools are proposed. Groundskeeping will be contracted out. SUMMARY Or PROl'OSAL occu- I-AND USL PATrI' CQNST FIRL PARCE[. ZONB AC170NS TYPI3 BUILU[NG USE SQ.FT. GROUP TYPE FIAW WATER PURVEYOR / PIIONE 45021.3807 I UR-22 I ZE203-78C ~ New I6-Pkx 5850 I R-1 I VN I 2250• ITrentwood Irrigatan Dist d►3 (922-7532) 5808•. 5809•.I ( CE199-94 I I I I I I 5810' (A-D) 'per parcel DISCUSSIONTOPICS (clnrilicalions, additions, and corracUons to written eomments) Any questions regarding overall project status, submittal requirements or similar inquiries regarding this project should be directed to the Project Review Coordinator (456-3675). Contact: Julie Shatto. PI./1NNING DEPARTMENr (456-2205) CON'I'ACI: JIM MILX.GAI2D. ` Written comments were prepared & a copy given to the applicant. ' 1'rovide legal descriptions (CE-199-94-A-D) of each individual parcel on parcel's revised site plan. ` Provide calculations verifying no more than 65% of eacli site is covered by building foot print. ' Provide documentation froro I3onneville Power Administration indicating no objection to the proposal as it relates to their easement. 1'he entire 80-foot easernent shall be shown on each individual site plan. ' Six-foot chainlink slatted fence instead of 5' of Type III along all property lines abutting UR-3.5 zoned properties would bc acceptable. ENGINECRING & ROADS (456-3600) CON I ACT: 13013 TURNLR • Written comments were prepared & a copy given to the appl;cant. • Provide one overall site plan with future and proposed buildings and BPA powcr line easement location shown. ` Sidewalk plans are not required to be prepared by an engincer. ` Spokane Counry limit for 208 swales is 3,000 sf: not 6,000 sf as used on sitc plans. I-ICAI:I'I-I DISTRIC'T (324-1560) CONTACI': DARYL WAY • This project is located outside the sewage system density exemption area, but the owne►s rights are vested because the 7C site plans is in substantial conforniance with current proposal. • All construction debris rnust go to licensed disnosal faciliry. No on-site burial or burninQ will be authorized. rIRE DIS`TIZICE NO. 1(928-2462) CONTACT: PAUL CIIASE ' Addressing off of Sullivan for the parcels is adequate. ` No snecific requirenients for the first 6-plex, but future dcvelopment will require further review. DEPAR"I'MCNI' Or I3UILDINGS (456-3675) CON'I ACI': JUN MASCARDO. • Written comments were prepared & a copy given to the applicant. ' Handicap parking is not required but would recommend placenient of one handicap parking. ' All ground-floar units have to be Type B handicap accessible. ' For information on the Americans with llisabilitics Act, call 1-800-435-7132. SEE REVERSE FOR PERANT RELEASE REOUlREMENTS ]'I;IZN, _LLLEASL 1ZEQUIRI?MTN`IS . Please submit seve-n (7) sels vFrevisecl sitc•, drainage, and Irlndsc:apeplans plus three (3) complcle sels of cvnstruction drawings tv 1hc; Departmcnt of Buildings !or acknvwldgcment and distribution !v all the appropriatc: agencics. In vrcicr fvr all agencies lo eApeditivusly prcvess your project, it is impvreiint thal submittals includc all necessary drawings and clcx:umenls to insurc that review of yvur prvject is c:vmpleted in the Ieast amount vl lime. Dvcuments should include: building address and legal Iegal cic;scriptivn of propcrly. Spokane County's Project Review Coordinator will be Julie Shatto at the Dept. of Buiidings (456-3675). PIANNING ~ ENG(NFE=12~ E-IEAI.T[-i FIRE II3U[LDINGSI : . . , .1W.0 . . _ . . .~y . . . t.3 . . . . . . . ~ , - : . ~r::: : ~ •i::;x}~ V::::::::. ~ Y.-. n• . ~ ~::.:ti . ~ : ~ . ~ ~ . . . • .KY:. ~ . . . . . . • . • •N! J'::.1 . ti~ ; tiV _ " _ . : . f:: l:. }:•}}i:':'. . . • ~ . . . • • ....L.... ti:.ti•;:•. ~:~:x• . . ~ . . ~ • s .Fl V . . ~ - . ; • :Y::::.v:.YJ.Y:.~.Y.... . ti . ::'r~ . . . ~:;:r r....... . . . . . ~ - . .r:•: . l:..'J:..~ :•.J.::t...1.~. . _ ....ti . . . • . '~'~•J.•~':.:•:•}:~:••.••••:•• :•.•::•:`.ti 1:'~i~i i i i i i i i : {.i 1:::: L~ - . ' •Ni• 1 1 1 13uilding height in stories & feet x. 21 1 Curbing around landscaping • X + i I I I 3 1 1 Dimcnsion travel lanes ~ X 41 1 Extcrior lighting/direction of illumination X 51 1 Ea~terior refuge areas + screening X 61 1 Fence location, heighl, type X 71 120 feet Typc III landscaping along Sullivan Road ~ X 81 15 feet Type III landscaping along Ul2 3.5 xoned properties* ~ X 91 1 Landscaping (location, species, size) + I I I 101 ! Parcel boundary dimensions x ~ 111 1 Parking & traffic circulation plan X ~ I I I ~ 121 1 Parking stalls (number, striping, dimension, directional arrows) ~ X 131 1 Paving X ~ x 1 141 +Signagc (location, height, & squarc footage) X 151 1 Traffic control devices + x I I I ' 161 1 Drainage plan (swales, drywells, calculatians) ~ I x ~ + I , 171 1 Scptic tank/drainfield localian & size x ~ I 181 1 Access easements + I I I ~ I I 19 ;I- p parking stalls & accessways (into & within bldg) X ..andica.:::~:.~::..:::::-~::. - ~ ~ , . ~ . l. . . . ~ . . . . , . ...r : . . . . : : . . - ...............r . ~ . . . . . . . . . . . . . . . . . . . . . . . ~ ~ . • . : . ' ' •r . f • : . . . ~L • . . ~ . . J~ ~ ~~....1V•.':::'..::• . . ......J.'~:•i. . . . . tiE;:~~'~ • : . . . . . .............i...::: . . . 1 ......1 . .~;iG: . . ' r: ~ . . . . . . . ~ . _ ~ . .:{~{•..:.ry lnv{...,.... .ii'f.~::;?::;ti;::ti~:~:•:t:.}v .r..... ..t!. . . . . . • . . ...t ~ : r?:n: r:S:~::~?i:•: ..v: f ` . ::v... : . . • _._~4.~:~::~:... . • , : •::::~:.•:::•f:~. i: ; :`,::.>r: . . • . : i•: ~ ;~>r?+a 201 1 Irrigation system 211 1 Nurscry estimate ~ X 221 I Promissory letter for lanciscape requiremenLs ~ X ~ I I 23 1 1 Sidew<<Ik plans ~ I X • I I 1241 1 Approach permit X 125 1- 1 Agreement to pay fees ,x 261 1 On-site sewage disposal system permit ~ I X I . , . . - . . . . . . : . . ~ . . . : . _ . . . : f~•: r~.. ~ • . : ' . . . ; ..~.~.rr :::>:..:.~i ~.~w::. . . . ~ ~ . . . ~ • : . ~ ~ . . . . ti:.:::.~::: . : .::.r::.::>:.::: . ~ ::r:::r.«. • . . . . r:ti3r+~>::~:: • • ~ 271 1 Barrier-Free Requirements (WnC 51-20) X I 281 Energy dcLails/calculations & heat loss X ~ 291 Heating, ventilation & air conditioning drawings X I .301 1 Separation wall deuiils ~ I I I I X I * See Planning Department Comments Signatbre of Coordinator ~ r~ Page 1 OFFICE OF THE COUNTY ENGINEER SPORANE COtTNTY, WASHINGTON Project: Swanson 6-Plex's Date 4-13-94 Address: N. 4517 Sullivan Parcel No: 02541-5807 Ref No. B94051 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. Aj For any new hard surface area, for an asphaltic roof, or a roof containing HVAC machinery, 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 inlets where applicable. 8. Copy of the proposed landscape plan. NOTE: The Spokane County limit for 208 swales is 3,000 square feet, not 6,000 square feet as used on your site plans. 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-203-78C . C) The following improvements within adjacent 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. Sullivan, Sidewalk plans as required by ZE- 203-78C All required construction (sidewalk) 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. ~ r~ s Page 2 2. Appraach permits must be obtained, after a site plarr has been apprQved, and before the issuance of a building permit, frorn trie County Engineerinq Department for any new or improved driveway agproacYzes ta t'he foll.owing streets: a. LTp land Drive D) Insufficient informatican was submitted with the proposal. We are unable to proceed with our review. We will need the falIowing before we can proceed : 1. Site Plan. 2. Drainage plan as specif ied. 3. Other ir~~ormation: a. A parkinq and traffic circulation plan shall , be subrnitted and approued by the Spokane County Engineer. Prepare a site glan showing all uni.ts and the circul.atian gattexn used to - service each unit. A reciprocal use agreement is required for this prajeet. it is an agreeinent ]aetween the owners of two or more parcels qranting recipracal use between the properties. Situations that require this agreernent include, (but are not lirnited ta), ingress f egress, parking ox drainage across property lines.This agreement is a iegal docurnent between the parties. For more inf orrnation on this agreement contacl~ your land-use attorney. b. The design, location and arrangement of parking stalls shal l be in ac~ordance with standard traf f ic engineeri.ng practices. Paving as required by the County Planning Ordinance, wi11 be requ,ired for any pvrtion of the proj ect which is to be occupied or traveled by vehicies. c. Fravide a complete lacation of the BPA power line easernent location. Provide a 1etter fram BPA allowing yaur use within their easement. E} Utility Condition: Permittee is responsible for arranging for all necessary utility adjustmertts ar rel.ocation as required for completion af the improvement. F 1 The owner of t'he property ar the authori 2 ed representatiue rnust complete and sign Spokane Caunty Engineers r'Acjreernent to Pay Fees". This document mtitst be returned ta the County Engineers Df fice . Plan review will nat be cornpleted until this document is executed. This document is attached to these cornments. Please return the completed Agreement to your contact person at the Engineers Degartment. I , ~ ~ R Page 3 _ The applicant or his representative has heen given a minitnum requirements list. This list is not inclusive of all the requirements needed but sh.ould be usecl as a minimum guideline. Without the "minimum" requirements the Engineers Degartment may not be able t4 perform a complete review of the project and cauld result in prolonging the period befare permzt issuance. Only after a11 the inforrnatioan and requirements listed aboue are supplied or completed and the necessary review has been accomplished will yaur building germit be released. Your contact person at the County Engineering Department is Ftobert Turner, 456-3600. _ l ' Page 1 . OFFICE OF THE COUNTY ENGINEER SPOKANE COUN'I'Y, WASHINGTON Project: Swanson 6-Plex's Date 4-13-94 Address: N. 4517 Sullivan Parcel No: 02541-5807 Ref No. B94051 Approach permits must be obtained, after a site plan has been approved, and before the issuance of a building permit, from the County Engineering Department for any new or improved driveway approaches to the following streets: Upland Drive ~ -A reciprocal use agreement is required for this project. It is an agreement between the owners of two or more parcels granting reciprocal use between the properties. Situations that require this agreement include, (but are not limited to), ingress/egress, parking or drainage across property lines. This agreement is a legal document between the parties. For more information on this agr.eement contact your land-use attorney. z Provide a complete location of the BPA power line easement location. Provide a letter from BPA approving North Arrow should appear on the plans. :,An appropriate scale is required for the plans. A'benchmark is required for this project. A benchmark is a physical mark or object used as a reference for elevations. This point must be left undisturbed by construction. 'Right of Way dimensions, from centerline of adjacent roads to property lines should appear on the plans. All plans submitted to this department are required to have a professional engineer's stamp or registered architects stamp by state law. Architect stamp must include a signature and date. Professional Engineer stamps must include the current seal and expiration date as well as signature and date. The County requires a Spokane County Type 4 drywell lid for drywells in 208 swales. Specify on the drawings this type of lid. Include a drywell detail on the plans. Include a sidewalk detail on the plans. Provide a copy of roof detail sheet or state construction of roof. Metal roofs do not have to go to a swale, while asphaltic or built-up roofing is required to be handled by a swale. If HVAC equipment is proposed to be located on the roof then the roof area needs to be included in swale calculations unless the HVAC unit is sealed and self contained. A bond or some other form of financial surety approved by Spokane County needs to be submitted for proposals that require improvements within the adjacent right-of-way. To expedite your I Page 2 T request for a building permit the County has 3 pre-approved bond formats. If you chose to use a different format a member of the County's legal staff will have to review it which will likely result in a delay. VARIANCE ~ AP('LICANTS NAMF C'yziS .,Sc.>.4,0tmctAJ l3LDG `~4 4 S 1 OTHER ~ MAILING A.DDCtESS-u7 ~3 N. . S Z , T 24' , rz 4-4- . PATtCL-L # 4S472- I.,~~,a f•.fy/fPHONE - HOMF ROAD NA1ti1E ~S~L~.itii9..✓ R.rt"9'PHONE - WORK °7$,~ 12qt' ~ t C` ~2 7 Tlic fotlowins documcncs arc nccdcd before thc Spokane Counry Enginccr's Dcpartment can begin processing your variance or building applicacion as appcoved. (509) 456-3600 V AGREEMEiVT TO PAY FEES have been collected. ✓ RECOR.DED COFY OF DEED, DEED OF TRUST, contract or conveying instrumeac. These may be obcained from che Counry Auditor, 2nd floor oE t.he Caurthouse. _ LEGAI. DESCRIP'I'ION of your acccss easemenL A LISTING OF NtUIMS of individuals who will be signing the documents. These individual names- should appear as the persoa(s) legally sign their dame. ' - CY1Z 15 S 39,s .p ' cl -)c ~Q~ ~ ~ ~ A CURRENT ASSFSSOR'S MA.P which depicts the locatioa of your property. OWNERSHIP I,IICRO-RLJN. These may be obtai.aed from the Counry Assessors, lsc fIoor, of che Courthouse, Jefferson entraace, 2nd door on the left. The necessary dacuments will be prepared by the Engiaeer"s Department, Right-of-Way Section, upon provision of the information Qoted above. You will be notified when the documents are ready for signature. Tlie documents may be sent to vou, however, IT SHOULD BE NOTED THAT ALL SIGNA'I'URES iMUST BE NOTARIZED. Zhe Engineer's Department does have notaries avaiiab(e if you choose to sign the documents at our office. ~ Please call when ready Please mail when ready Notice to Public Right-of-Way COMMENT'S Rigbt-oE-Way Agenc dnitJ Fonvard to you from k\pftotioc.192 toe f'L Log In Date: Parcel q~/~`~~J. RoadName/No: _ S'u~~i~~l.d ~d~ /2 9~ • , iJ Purpose: RE 4 U I: S : P(e~r&d ey: p ls '9 Raq 8y: (Land Qev) NPR Z I 't P' ~ ✓ ti0, 6 JJOTICE TO THE PUBLIC Ai:iIi rC•,: 950421Q40rf SPOKkttE. 1'lA5N. RID WAIYER, AGREEMENT AND COVENANTt . KNOW ALL KEPi 8Y TEiESE PRESENTS, That HOMESTEAD CONSTRUCTION, INC., a Washington Corporation befng the ownere of the following described lande in coneideration of Mutual Benefite to be hereafter derived do for themeelvee, their heira, granteee, assigne and eucceseor(s) in intereet hereby agree to authorize Spokane County to place thefr name(e) on a petition for the formation of a Road-Tmprovement Dietrict (RID) by the petition method.pursuant to Chapter 36.88 RCW, which petition includes the owner(e) • property, I and further not to object, by the eigning of a ballot, or not to proteet to the formation of a RID by the re$olution method pureuant to Chapter 36.86 RCw, which reeolution includee the owner(e) property. If a RID is formed by either the petition or resolution method, as provided for in Chapter 36.88 RCW, the owner(e) or eucceeeor(e) further agrees (1) that the improvemente or conetruction contemplated within the propoaed RIO are feasible, (2) that the benefite to be derived from the . formation of the RID by the property included therein, together with the amount of any county participation, exceeds the coet and expenes of formation of the RID, and (3) that the property within the propoaed RID is sufficiently developed. Provided, further, the owner(e) or eucceesor(s) ehall retain the right, as authorized under RCW 36.88.090, to object to any aeeeeement(e) on the property as a reeult of the improvemente called for in conjunction with the formation of a RID by either the petition or resolution method under Chapter 36.88 RCW and to appeal to the Superior Court the decision of the Board of County Commieeionere affirming the final aesesement roll. , It.ie further agreed that at euch time as an RID ie created or any Road Improvement Project ie eanctioned by Spokane County, the improvemente required (curb, eidewalk, drainage contrvl and paving to exieting pavement) eh811 be at the eole expenee of the under-Bigneclv.,►pwner;~,o,t,.thelr.,& heire, granteea and aseigne without any monetary . participation►.~~o ~~r~7J"v~ ~~~Y, bVMnV:U x WQOw n ~ The RID wa4k►rvtuc9~ ~~~~4~9#i1* agreement ehall expire *after ten (10) yeara from the date pf .aa~~.o . e1ow.:. However, a n.rwb , t the expiration date the owner(s) or succeeeor(e) agree to conetruct the required improvemente at their own expensej pay, to Spokane county the then eetimated cost-of the required'improvementa to enable the „ . County to complete the sameJ or'furnieh a bond or other eecure method euitable to the County, providing for or eecurinq to:the County the actual construction of the improvemente. ' ' ' . . • • . . . . . . • . . . , _ , • , . The above conditfone and covenarit apply to the tollowing deecribed property: Lots 7, 8, 9, and 10 in Block 2 of KRUEGERS 3RD ADDITION, as per plat . thereof recorded in Volume 12 of Plats, Page 4, Spokane County, Washington. Located in Section 2, Township 25 North, Range 44 East, W. M. These requirements are and shall run with the land and~s4all be bipoin?•upon the owners, their heirs, successors, or assigns:~• (over) Yo~,17 19 PQGE IN WITIVF.SS WHEREOF, the undersigned has caused this instrument to be executed on this 1~'~ _ day of April 1995 HOMESTEAD CONSTRUCTION, INC. a Washington'Corporation BY: c Steven C. Swanson, President t STATE OF WASHINGTON ) COUNTY OF SPOKANE ) ss ~ I certify that I l:.now or have satisfactory evidence that Steven C. swansan is the person who 2ppeareci before me, and said person acknowledged that (hekix~ signed this instrument, on oath stated that (he%hit) was authorized to execyte the instrument and acknowledged it aSthe President pf Homestead Constructian, Inc. to be the free and voluntary act of such party for the uses and purposes mentloned In the lnstrument, Dated: Af^,'~} . , ' N Public In and for the State of ***~~***~**~~~~~~#*~*f~** * NO?ARY PUBUC * Washington, residing at Spokane. * FOq THE gT'A1'E OF WASHINGTON rofway\forms\rwdeedUcmh * RAYA+lM0 T. MOON * * MY COMMt8810N EXPIAEB: * rt JUNE 21. 1887 * •**~**~~,t*~***~~~,t~rt**f*## 3 • ' i • 4' ~ -a 1 i ' ~ ~ T`} ' ' • ~ ~ • 9505180018 , t . . ~ 'y.s`d R E Q . l.op lh i~is:,'~ P:resl t Road .rc,~ I j'i.va a~t . /~d . l~F8' 53 hi`~ ~ 9~J v ~te~~t~' 1l~. ~A~ ~ Purpose: PrePed f~Y: f~ 1N1 i~Ll. • ~ , k RBq By: (LBnd~~/1~ NO. 6 SPQYANt~t;{.}~l.+v' W~+SH. ' . ~ • . NOTICE TO THE PUBLIC ~ t ~ INQ EROFFICE J,. • - t RID WAIVER, AGREEM.EtJT 712JD COVE14112ITt YoL. 1728PAGE1489 . . ' Steven C. SwAson and Judy G. Swanson, husband vJJOW A.L.L ?-iEil BY THESE PRESENTS, Thzit and wife; Donald G. Swanson and Bobbie J. Swanson, husband and wife; and Donald Craig Swanson and Elaine M. Swanson, husband and wi.fe, ~ , • being the owners of the following described lande in conefderation of Mutual Benefits to be hereafter derived do for themeelvea, their heire, granteeg, aesigng ; and succeseoz(e) i.n interevt tiereby agree to authorize Spokane Counry to place tiheir name(s) on a petition for the formarion of a Road•Improvemenr bi.etirict (RID) by the petiition method pureuanr to Chapter 36.88 FtCW, which petition includee the -owner(s) property, and further not to objecti, by the aigning of a balloti, or not to pzoteet to the fvrmation of a RIO by the reeolution met?iod 'pureuant to Chaptier 36.88 RCW, which reeolution includee the owner(e) property. If a RzD ie formed by either the petition or reeolution method, as provided for in Chaptier 36.88 RCW, the owner(e) or succeesor(e) furt}ier agrees (1) tihat~the improvomente or conatruction contemplated within the propoeed RID are feaeible, 12) thnt the benefi.te to be* derived frvm the Format:on of the RID by the property included therein, together witih the amount of any county participation, exceede the coot and expense of formation of the RID, and (3) that the property withln the propoeed RID ie oufficiontly developed. Provided, fvrtherl,-,lt'h6 -owner(e) or Bucceaeor(a) ehall retain the right, as authorized under Rcw .~'5.8V :09C), "to object to any aeoeeement(a) on the propertiy ae a reeult of the imprrivaAnts cal lbd foz in con junctiocti with the formation of a AID by either the peti'cion',.o:: 'resolution method under Chapter 36.88 RCW and to appeal to the Superior courr -C.t,R •deci.816n of the eoard' ot county Commieeionere affirming the tinal a s s e9's m~ n t'r'o`1'! . . . ' ' . • 'r . It i9 f~IrrrhF"greed that at euch time ae an RIO ie creatied or s,ny Road Improvementi Project ie eanctioned by Spvkane County, the improvemente requi.red (curb, eidewalk, drainage control and paving to exi8ting pavement) ehall be at the eole expenee of the undereigned owner, their hel,rs, granteee and aeeigns witihout any monet-a-ry- participation by Spokane County. The RID waiver contained in thie agreement ehall expire after tien (10) yeare from the date of execution below. However, at the expiration datie the owner(e) or successor(s) agree to conetruct the roquired improvementa at their own expeneel pay to spokane county the then eetimated coet of the.required improvemente to enable the countiy to complete the eamel or furnieh a'bond or other eecure method Bultable to the county, providing for or eecurinq,:" to :-the County the actual conetructiott of tho ± mprovemente . ' ' ' . . . , ~ The above condi.tions and covenant apply to the following deacrib0d propertiy: Lot 6 in Block 2 of KRUEGERS 3RD ADD~TION, as per plat thereof recorded in Volume 12 of Plats, Page 4, Spokane County, Washington. Located in Section 2, Township 25 North, Range 44,East, W. M. • " ' . ` y~ • ' t ~ ?1 , ► ? 1728PAGE1490 - Tridse requiremer~~s arn and sYiall run witri the ].and and shall be binding upon the ownern, thei.r holrfl, aucceasors or aflnigno. _ ~ IN WITNESS WER.EOF, We have heraitn'~~ ~ot: , our hand (a) and seal (ig) ~his -2-7 day vE April . , 1995 * ~ ~ - Steven C. Swanson r.~ . ~WCU14- _ udy G. swanson STA'Z'E OF WASHINGTUN ~ COC1NTx OF SPC]KANE on this day personally agpeared bafore me Steuen C. and Judy G. Swansan, persorially knawra to me tv be the individual(a) w}io executed ttYe fargoing Instrument • and acknow].edged the said inetrumenb to be tt3~ free and valuntary act and deed of said individual(a)+ for the uaeo and purposea tt~erein mentiflned.- ~ iven P,~t a rid ar~d ~e~a~. this ~G 4 day -of _ April , 1995. . ~ i; ov . , .,'Z'r4~ J T A RY-C*:~ Notary Fuhlic xn and for the sta*e of PUBLA $ te Wa shington . lb « ^T- +I r@$ ~diI'1g at 5pflkaIIe ~ , ` • , ..«..a- r rr . WWk~., - - IN VI7WHEFtEOF# , we have hereunta ~~t aur hand(~) and eeal(e) th~s ,27 day . of ADril , 19 95 . ~ ~ ~ bonald G. Swanson Babbie . Swanson S'FATE DF WASHTPdGTON CQUNTY DF SPQKANE ~ Be On this day pereonally agpeared before rne. Donald G. and Bobbie J. Swanson, . peroonal ly known to me ' tra be the `individual(s ) who executed the forgoing instrument anci acknowl.edged the said Instrument to be tha free and voluntary act and deed a£ : said individual(a), for the ueea-and gUrponee t}Serefn mentioned.. ~ ar Giveri under my hand and seal thio 7 da y c f Aparil , 1995 . . '`;y~ti4iY141~lIlt+++ . ~ ~ ' ~rfsR • Ay ~ ~ rr+7 , kr` .~Fr~i • 41~ ' A n y tioeftry Public in and far the State af Washington . 4A t residing at: , ~apokane . . 4k~- 414~•t~..:+; , +r+i '4' T t i. + Y ! { 1 ~ 1 i F 1 L ~ . • ~ y S f. 9 ~ ~ ~ + i ~ f ~ • . • - e ~ ° - - t _r q . L il ` • i } 17 2 8~4 91 Parcel IVo. 45021.5$15 IN CdITNESS WHEREOF, we have hereuntn set our hand(s) and seal(s) Chi-s day of April 19 95 a y ~ ~ ~7onald Wai Swan -n { ' Elaine M. Swanson STATE 0F WASHING"I'ON ~ COUNTY OF SPOKANE } ss _ On Chis day persanally appeared beforv me Donald Cxaig and Elaa.ne M. swanson. ~ • persanal].y known to me tv be the individual.(s) wha executed the forgcing instzument and acknowledged the said instrurnent tn be the f ree and voiuntar}r act and deed -of said individua].(s), fvr the uses and purpvses therein mentioned. ! Given under my lsand and seal this day of April , 1995 . +1yi4i Irl, ~ NOtar}F Pi]tJl1C In and for the State of Washinqton ~ residing at Spokane . . • I _ . ~~~~~C rn s ~ . . ~ "i...a.•~~ ~ I■r ' 'frffl+f~~ A ~~~~~55~t~4` . I i~ S ~ O:K A N- E o C O U' :N T Y OFFICE OF THE COUNTY ENGINEER • A DMSION OF THE PUBLIC WORKS DEPARTMENT Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director March 2, 1995 Swanson 6-Piex Complex Chris Swanson 926-0755 ~ . 1 , A review of the road, drainage, or site plan for the above-referenced building permit has been completed. Areas of concern to the Spokane County Engineering Department are indicated in red on the attached plan set and calculations marked "ORIGINAL". Please make the corrections and resubmit them to the Building Department in order that the review process may proceed. Highlight all changes to the resubmitted plans and include the comment mark-up copy with them. Please note that the plan set and calculations marked "ORIGINAL" are official public documents and must be returned with the revised plans and calculations. Review of the revised plans will not proceed until the "ORIGINAL" set is retumed to the County. If you have any questions about this review, please contact us at 456-3600. Thank you. Very truly yours, , Ronald C. Hormann, P. E. Spokane County Engineer , Doug Busko, E.I.T. Plans Review Engineer ~ 1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166 ' Page 1 r , . . OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Project: Swanson 6-Plex's Date 3-2-95 Address: N. 4517 Sullivan Ref No. B94051 Parcel No: 02541-5807 Review No. 2 `'Vbond or some other form of financial surety approved by Spokane County needs to be submitted for proposals that require improvements within the adjacent right-of-way. To expedite your request f-or a building permit the County has 3 pre-approved bond formats. If you chose to use a different format a member of the County's legal staff will have to review it, which will likely result in a delay. The amount of the bond for the sidewalk work 1 be $5, 300, - ✓ property deed is required if the applicant decides to proceed with a Road Improvement District Agreement. This is an agreement to not protest the formation of a Road Improvement District. This document is required in lieu of making necessary roadway improvements. A deed is also necessary if right-of-way is required. . ov~evised landscape plan is required to ensure there is no conflict with swale area. Explain what will be done to the strip of driveway between the existing four-plex and your northernmost six-plex. Include finished-floor elevations of all buildings. Dimension driveway and parking stalls. Clarify the top of berm elevations on the drainage plan details - why so high? Based an the dimensions of the proposed swale, I calculate that you are a little short of ineeting the volume requirement for 208 treatmerit. See example calculation in the drainage report. Please explain,if you used a different method than me, or enlarge your swale to meet the volume requirement. Add additional comments to sidewalk note on both site plan and drainage plan, pertaining -to removal of existing approaches and curb drops. Coordinate location of Dumpster with Valley Garbage Service. ~ , ' BOND ESTIMATE ~ - ' -L - PROJECT Swanson 6-Plexes NAME D. Busko DATE 02-Mar-95 DRAINAGE ITEMS UNITS QUANITY PRICE COST 1) Drywell - Type A EA 1250.00 0.00 2) Drywell - Type B EA 1560.00 0.00 3) Grate - Type 1 EA 315.00 0.00 4) Grate Type 2 EA 340.00 0.00 5) Grate - Type 4 EA 300.00 0.00 6) Backfill For DW CY 16.00 0.00 7) Concrete Inlet EA 750.00 0.00 8) C.M. Pipe 10" Dia. ~ LF 23.00 0.00 9) C.M. Pipe 12" Dia. LF 27.00 0.00 10) C.M. Pipe 15" Dia. LF 27.80 0.00 11) C.M. Pipe 18" Dia LF 31.50 0.00 12) Precast Manhole EA 1500.00 0.00 13) Solid lid EA 310.00 0.00 14) Ditch Excavation CY 10.00 0.00 15) Sod SF 0.70 0.00 NON STANDARD DRAINAGE ITEMS 1) Wilbert Vault Curb Inlet ' EA 250.00 0.00 2) 0.00 3) 0.00 4) 0.00 5) 0.00 6) 0.00 ~ DRAINAGE SUBTOTAL 0.00 16) Monuments ' EA 185.00 0.00 17) Barricade LF 33.00 0.00 18) Street Signs EA 85.00 0.00 OTHER SUBTOTAL 0.00 GRADING, SURFACING, CURB, AND SIDEWALK 19) Rough Grade CY 10.00 0.00 20) Top Course • CY 16.00 0.00 21) Base Course CY 16.00 0.00 22) Asphalt Concrete Tons 44.40 0.00 23) Curb Type A LF 7.00 0.00 24) Curb Type B LF 8.00 0.00 25) Curb Type R LF 8.00 0.00 26) Sidewalk SQ YD 315 16.70 5260.50 NON-STANDARD ROAD ITEMS 1 ) 0.00 2) 0.00 3) 0.00 4) 0.00 GRADING AND SURFACING 5260.50 GRAND TOTAL 5,260.50 Page 1 C OFFICE OF T COUNTY ENGINEER SPOKANE C0,1 ASHINGTON T? ~t ~ Pro j ~a~rs ^n 6 "1-e~~-~ Addr .,-a--~ I_qa ' 1-4 T Y ~ -P~T _o4a~? _ O U ParcE&Fig%F 1H REER • A DIVLSION OFTHE I'[JgCICWanKS DEPARUENT Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director Approach permits must be obtained, after a site plan has been approved, and before the issuance of a building permit, from the County Engineering Department for any new or improved driveway approaches to the following streets: Upland Drive A reciprocal use agreement is required for this project. It is an agreement between the owners of two or more parcels granting reciprocal use between the properties. Situations that require . this agreement include, (but are not limited to), ingress/egress, parking or drainage across property lines. This agreement is a legal document between the parties. For more information on this agreement contact your land-use attorney. Provide a complete location of the BPA power line easement location. Provide a letter from BPA approving North Arrow should appear on the plans. An appropriate scale is required for the plans. A benchmark is required for this project. A benchmark is a physical mark or object used as a reference for elevations. This point must be left undisturbed by construction. Right of Way dimensions, from centerline of adjacent roads to property lines should appear on the plans. All plans submitted to this department are required to have a professional engineer's stamp or registered architects stamp by state law. Architect stamp must include a signature and date. Professional Engineer stamps must include the current seal and expiration date as well as signature and date. The County requires a Spokane County Type 4 drywell lid for drywells in 208 swales. Specify on the drawings this type of lid. Include a drywell detail on the plans. Include a sidewalk detail on the plans. Provide a copy of roof detail sheet or state construction of roof. Metal roofs do not have to go to a swale, while asphaltic or built-up roofing is required to be handled by a swale. If HVAC equipment is proposed to be located on the roof then the roof area needs to be included in swale calculations unless the HVAC unit is sealed and self contained. A bond or some other form of financial surety approved by Spokane County needs to be submitted for proposals that require imp rovements within the ad'acent ri qht-of-wa To expedite your 1026W. Broadway Ave. • Spokane, WA 99260 ~170 •(509) 456-3600 FAX: 509) 324-3478 TDD: (509) 324-3166 r'~' • ' Page 2 request for a building permit the County has 3 pre-approved bond formats. If you chose to use a different format a member of the County's legal staff will have to review it which will likely result in a delay. t _ • -.J~~m SWANSON SULLIVAN 6-PLEX DESIGN CALCULATION REPORT Apr-il 21, 1994 aAS~► ~ ~ . ' zs~o~ y o ~a,a OISTB~$ Ott~ SIDNAL $t~ EXPIRES 06/22! 95 WYATT-JAYKIM ENGINEERS W. 1801 BROADWAY #I10 SPOKANE, WA 99201 (509) 328-5139 OFFiC{AL PUBL{C DOCUMENT SPOKANE COUNTY ENGrNEER'S OfFCE RECEIVED ` SPOKANE COUNTY OR G NAL PROJECT # pEC 2 - 9 1994 SUBMITTAL # f DIVISION OF-BUILDING RETURN TO COUNTY ENGtNEEA BY' _ , ~ . . . . ~ r • . . STORINZ DRAINAGE ANALYSIS SWANSON SULLTVAN 6-PLEX PROJECT DESCRIPTION: Tlle Swanson Sullivan 6-Plex i5 a ~rotip of folir parcels of land located at tlle intersection directly west of Sullivan Rd. and south of Upland Drive. The ledal location of the project is more generally described as being in the vortlleast quarter of Section 2, Townsliip 25 N., Range 44 E, WM, Spokane County, Washington. The property is located within the Urban category and is within the Aquifer Sensitive Area (ASA) Overlay zone. The soil in the area is classified as GqA (Garrisan) based on Sheet 67 of the Soil Survey of Spokatie County, Washingtott. A copy of tliis sheet is attached. The GgA soil is excessively drained and lias moderately rapid pernleability. Based on the Spokane County Guidelines for Stormwater Management, this soil type allows the use of Spokane County type "A" or "B" standard concrete drywells. T}ie draina~e desi;n for this praject 1S COIl1pOSeCj Of a Slllale parcel analysis providing a rypical desigll layout for eac}I of tlie four parcels. Ttle intent of the design is to retaiii drainacre within each parcel to provide '208' treatmznt and drywell injection. : PROJECT PURPOSE: T}iis draina~e plan will deternline clie storm water facilities required to adequately harldle the runoff from a ten year design storr,i in posc development condition. In accordance with the Guidelines for Stormwater Management, the "rational method" will be used to determine the peak discharQes and runoff volumes for the various basins. This method is considered adequate for basins less than 10 acres in size. Numerous graphs and charts which appear in this publication will also be uced and referenced accordinbly. CALCULATIONS: The total basin area and the impervious basin area used in the following ca]culations is summarized below. Usinb the # of lots divided by the total basin area, Table 1 in the Guidelines was used to determiile a runoff coefficient. 'C']lis coefficient will be compared to a weighted average coefficient combining proposed impervious areas with proposed permeable areas. The larger of the two values will control. Due to the size of each parcel and the natural drainage patterns on the site, one-half of each lot area (the east 1/2) will be considered as contributing to drainage concerns. TYP-BASIN AREA IMPERVIOUS AREA OVERALL BASIN F'T2 ACRES FT2 ACES #LOTS DU/GA C 1(Typ) 22,000 0.50 7940 0.18 1 2.0 0.25 Weighted C=((14,100 x 0.2) +(7900 x 0.90))/22,000 = 0.45 > 0.25 from above. Therefore C= 0.45 controls for overland flow. One '208' basin and one drywell was desioned for each parczl llSlila the guidelines identified in addendum #2 - Modified Rational Mzthod Hydrographs. 'Ille peak flows for the each parcel ~~-ill be disposed of in one typz "A" dr;~%vell. This drywell will be utilized in combination with a'208' basin to adequately treat and dispose of the stormwater runoff. The type "A" drywell and '208' basin will be located on the northwest corner of each parking lot. See the included draina`e basin la\out map for the '208' basin layout. x PROPOSED 6' HIGH SIGHT OBSCURING FENCE 110' ~ • . ~ APPROXIMATE ~ LOT LINE I I °I I /0" I I c I la I NATURAL OR PROPOSED + GRASSED SURFACE I '208' AREA ~ 28 ~ I~? , ~ SEE ,208, DE,Z'r1TL ~ . . v . OR LAY REPORT OUT ~ 2g ~f i. . . . . . . . . . . . .R5 . . . . . . . . . . . ~ . . . . . . . . . . . . ..Q..+. . . . . '.'.'.'.'.'..I DO'fS REPRESENT P~ . . . . . . . ' IbdPERVIOUS AREA I.'.'.~.'.~.~.PARK~~:•:•;~:~A~V~:•:•:•:•ACCESS~:•:.:... . . ~ ; ~I ~ ( . . . . . . . . . . . . . . ~ . . . . j ~ . . . . . . ~ ~ ~ . ~ ~ H F'INAL GRADING I a I INVOLVES A 1 % a . . . . . . . . . . . . . . . GRADE FOR DRAL•~AGE ~ E- ~ ~ , NATURAL OR I I GRASSM SUWACE ~ 110' ~ PROPOSED 6 1 2. o ~'i IDE SIDEW r ~ ~ ~ SULLIVAN RD ~ r ~ . 4/21/94 s cALE : 1" = 4 0' . , TYPICAL UYOUZ' BVCilUNfim8 • 81q4VEYqRa 3'KANSON 3UIUYAN 6-PILX ;~.w ..a.n ♦ / ♦ I i ~ , . . SDGE Ql ?'SflP038D .50' A3PHA3_ ?IYLYSM DRAi?iA0$ STRUCNRB \ ris' ~ c rs r.XTL-wx ~ I 9 (typ) / f ,6,J X3fALL GFiAM NRF' CR 3aD IN PQ!1D YL.1T PO`1D HQT?OY r-aS9ATI0N 30'i'POY. A5 S90T`i Oti PiANS. 'I'YPICAL '208' POND WITH DR.AINAGE STRUCTURE' SECTIONAL VIEW X . _ 1 . ENG//`6EER5 • SUR VErORS '208' WfTH DRYWELL IL 1°01 °'1°'r"'' ,o I*" ra ~ ~ ~a ata N-~ ~ ~ 01 _ SHEET NUM6ER 61 ING~ON , Ps~ ~r CouNYY, ~,4ASN SPOKANE ~!i' n , ; a r~ F ~ "hA s E G&'' Paa CANAL r' Gn8 _ . : . ' GSA ~t l G n . a ~ GC8 . 1 . _-,W : ; ~ P~' 6 ~ ' ~►el.f y~ , . N4pT1,1ERN Gn8 ~ y ~ GCA 1,; c.A ~ ~ -csc= , . , Fd G~ ~ ~ • . ~NtE il ~ ~ r 7 • • • C-~ ~ ~ ' ~ ~ _ GSA &A ~•J ~ outov; G B CgA - G ge .,4%-°~-• ~ ~n9 ~ Gn8 GgA q~` / - _ GBB ~ V~ / • I r'~ ~ Gr3 G¢B -,s R" ''s$8 1 ` ~ ~ • ~~`~=~a. -.g . ~ 3a'~ ~ ' j~ , ~y°=z:a::aess ..axcaor ~ . ~ 1 aJ u , ~ ,f ~ ' G~ ~ ~ • • " . • ~~a ^a; ' ' 1 I n ~ . ~ '0 v&' ~ ~ ~I '~1 » ~ • ~ •p' ~ - ~ ~ G8B N ~ ~ . ~t • _ ~ ~ GSA i a Rri _ I . 'p ';G r 1C CRfAf GeA Gn a ~ CANA • G~8 ~ ~ I ~ ~ . L It p Greenacres 17 N CAt1~~ i Gn8 ~ ~ ~ t ~ ~ ~ . d ,....r~ ti GN, GSA , 3 n : ~ „ - ~ ..i:~~-'~~ ~ , • ~rtA4 ii ; • - 'r- r u ~a a ~ a S PT ri u tl t n~~ ~ n ~ tk ~ GSR G8f' ~ ccsecsssa=l ~ ~ ~1 ,,Lr,~::.~" a i~ Gp ♦ ~....s= ~ c"t~'r 76) I ` ' ^ ~ GR~pS I, ~ s.,._-=,-~ " sp(jp Veradale I ~ , o 1:20000 ' ic~"' J..-••~ r Q ~ TYPICAL BASIN Total Basin Area= 0.5 Acres/Parcel Number Units= 1 DU/GA= ~:C=0.25 (Table 1) C= 0.45 Weighted Ave. Guidelines CASE 1: OVERLAND FLOW: Ct= 0.15 Ovedand Flow n= 0.400 Figure 3, Guidelines s= 0.010 . L= 73 FT Min. Time of Concentration GUTTER FLOW: L= 68 Gutter Length Gutter Flow Depth Assumption= 0.1 Rd. Slope= 0.01 n= 0.016 Concrete Z=Inverse of Cross Slope ZJn= ::s~.50 A= Q= 0.7 Figure 18, Guidelines FPS Min T= Duration, Figure 2, Guidelines I(10 yr) = .3.15.,Figure 2, Guidelines Q(10 C F S CONTROLS OVER CASE 2! Thus, Tc= 5.3 Okay!! CAS E 2 : IMPERVIOUS ONLY: C= 0.9 1= 3.18 Tc<5 min (10 yr Storm) A= 0.181359 I z;.; • ' Q= C F S hY!: ~ :.\Y/. Project: - KRUGER 1 . . . . Basin: TYPICAL BASIN Designer: Hoisington Date: 4125/94 Time Increment (min) 5 "208" Pond Width (ft) 20 Time of Conc. (min) 5.3 "208" Pond Length (ft) 30 Int. @ Tc (in/hr) 3.15 "208" Pond Area (sq. ft.) 600 Outflow (cfs) 0.3 "208" Pond Perimeter (ft 100 Design Year Flow 10 "208" Pond Volume (cu. 337.5 Area (acres) 0.5 Impervious Area (sq ft) 7900 C' Factor 0.45 C"Area 0.225 Time Time Intens Q Dev. Vol. In Vol. Out Storage (min) (sec) (in/hr) (cfs) (cu.ft.) (cu.fit) (cu.ft) Tc I I I I I I ~ 5.31 3181 3.151 0.711 3021 951 207 1 1 1 1 1 1 51 3001 3.181 0.721 2881 90 l 198 10 l 6001 2.241 0.501 3571 1801 177 151 9001 1.771 0.401 4011 2701 131 201 12001 1.451 0.331 4271 3601 67 251 15001 1.211 0.271 4381 4501 -12 301 18001 1.041 0.231 4471 5401 -93 351 21001 0.911 0.201 4521 6301 -178 401 24001 0.82] 0.181 463 7201 -257 451 27001 0.741 0171 468 8101 -342 501 30001 0.681 0.151 4761 900 l -424 551 33001 0.641 0.141 4911 9901 -499 601 36001 0.61 0,141 5091 10801 -571 65 39001 0.60 0.141 5411 11701 -629 70 42001 0.581 0.131 5621 12601 -698 751 45001 0.561 0.131 5811 13501 -769 . 801 4800 0.531 0.121 5851 14401 -855 851 5100 0.521 0.121 6091 15301 -921 90 l 54001 0.501 0.111 6201 16201 -1000 951 57001 0.491 0.111 6401 17101 -1070 100 l 60001 0.481 0.111 6601 18001 -1140 "208" DrainaQe Pond Calculations Required "208" Storage Volume =lmpervious Area x.5"/12in/ft 329 cu. ft. . "208" Storage Provided 337.5 cu. ft. Drvwell ReQUirements - 10 vr storm Maximum Storage Required by Bowstring 207 cu.ft. Number and Type of Drywells Required Type "A" 1 Type "B" 0 , . . . T.O LE L . . . • . RUNOFF COEFFICIENTS FOR STORM SEWERS ROLLING HILLY : FLAT 2% - IOX OVER lOX ~ Pavement and Roofs . . . . . . . . . . . . . . 0.90 • 0.9U U.9U ; Ear th Shoulders . . . . . . . . . . o . . . . 0.50 0.50 0.50 Drives and Walks : . . • • • • • • • • • • • - 0•75 0.80 0.85 Gravel Pavement . . . . • • • • • • • • • • • 0.50 0.55 0.60 City Business kreas . . . . . • • • • • • • • 0 • SO 0.85 0.85 La•..ms , Sandy Soil . . . . . . . . . . . . . . 0.10 0.15 U. 2U I,awn, Heavy Soil . . . • • • • • • • 0 • • • • 0.17 0.22 0.35 Grass Shoulders . . . . . . . . . . . . . . . 0.25 0.25 0.25 Side Slopes, Earth . . . . . . . . . . . . . . 0.60 0.60 U.bU Side Slopes, Turf . . . . • • • • • • • • • . U.3U 0.30 _ 0.30 Median areas, Turf . . . . . . . . . . . . . . 0.25 0.30 U.30 Cul-tivatzd Land, Cl.ay and LoaT 0.50 0.55 U. 6U Cuitivated Lane, Sand and Gravel 0.25 U.3U 0.35 I^dustrial Areas, Light . • • • • • • • • • . 0.50 0.70 0.80 I^dustrial Areas, Heavry . . . . . . . . . . . U.60 0.80 U.90 ?arks and Cemetaries . . . . • • • • • • . • U. lU 0. 1 5 0. 25 ?:.aygrounds . . . . . . . . . . . . . . . . : 0.20 0.25 0.30 ~ 'rl'oodlana and Fo:ests . . • • • • • • • . . . . 0.10 0. ! 3 0.20 w ~ '`eadows and Pascure L•and . . . • • • • • • • • 0.25 0.30 0.35 * * ~ . * - xSINGLE FAMILY RESIDENTIAL - (Dwelling Unit/Gross Acre) (Sandy and Gravell;• Soi1.) ; i U-1. U Dli/GA . . . . . . . . . . 0.15 1. 0-1. S DU/GA . . . . . . . . . . 0.20 1.5-3.0 DU/GA . . . . . . . . . . U.25 _ 3. 0-3. S DU/GA . . . . . • • • . • 0.30 ~ 3.5-4.0 DU/GA . . . . . . . . . . 0.35 . 4. U-6. U DU/GA . . . . . . . . . . 0.40 6. U-9. U . DU/ GA , . . . . . . . . . . 0.60 ~ 9. 0-15. U DU/GA . . . . . . . . . . 0.70 * Assumes flat l.o[ plus one-half width of abutting street. Other configurations should be checked by combining individual runoff factors for each various surface. . Date 4/4/84 : - - . . . . . . . . . . . . . . . . TAB LE 1 ~ 6-2 " . ~ , o _ , ..r ~ . . I= JIM -'.m ; , , ~ ~ - ~_..i. - i ~ _ - - - - P. ~ ~''~l' ~ ~C . ~J~. . . ~E' ~ ~ - . Y~ . . r ' Y L_ _ _ _ _ _ - - - _l.. - . ~ ~ . . 4~-- - - ~ ~ - ~ " _ i ~ ; ~ f I !f .I ' ' ' _I_ . . . ..._.~I . - - - -~I-'~ - ~ I I I ~ ~ ' ' II I ' ~ ~ ; - ~ i - - _ ~ i -I~:•~• ---I. 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C ~ w Q . ~ Q ~ 07 ~ - G ry C:••t:~ 1/n ~~~~0 •~1. /l0~( .1 Q .0) f .009 -.o) Z 7 .!1 = L Z(`^ :t~ ..~u r.a r.et C~./~~ .ot Q .007 ~ 10 _ ~ •f lY~~~~l •1.~ 1~• V/ l - • r- ' •~tic v~~r~o.. p • o~ V .006 w j ~ ~ _ • ~ ~ ' ~ . . . . - . ~ w ; .08 ~ - .OOS ~ 100 LL w . ..~..•t: v...c. O , O i .07 ' 90 80 -.004 , k.06 w 70 w . Cr L • ea . ct o .os • so .003 : _ 4Q V) : o-,:....c ' I ~ . • Ct -.04 .~•r.p. s .....t~ l 'r-~j1 ~ ~ U _ ~ 30 ~ • ' : ! :t~~....c ~i•r, ~ .o. ~o~.~ v+:...at ~ .002 ~ t.,~•t no.e. W.C. v.c -a.4..... re ~ .03 f[C1~0• ~/i• sl.T• • 20 Q ~ ~ : . > 9•,~...~, ; r . F- - i ,<<„o. . ~ w L .02 ; •~~.,o. , ~ ~ 3 ~ Io . : ~ ~ . , • , - .o o 1 o . 1(:\.~• • •f •11Y~10 . I : ~ 7t " • ~ ; :~t~~• 0~ ID• ~ /~O~l ~~Iq J ♦~O Olitw • p ~ 0 ~ ~ r L .01 NOMOGRAPH FOR FLOW IN TRIANGULAR CHANNELS ~ J 6-42 F I GURE 16 : 7 . - . .7F~ ...:.~•.,s.:.' .~~•si::i ~ ~sj::L - - ?<:'^7►~• . - ~s- . . " . . . ♦ . . - ~ ..r. ......~R . ~ L A S S I G N M E N T , . : , • . For security purposes only, Homestead Cons nu_t i on . Tnc _ hereby assigns to SPOKnNE COUNTY, a political subciivision of thc S_tate of Washinbton, the following: Recuu.nt Savings Number In the name of D& B Building, Inc. in the face amount of and held in and by Washinaton Trust Bank Bank of Spokane, Washinqton Vallev Financial Center Branch This assignment is made as securiry for the full and faithful,performa nce hy of certain roads, monuments and drainage facilities for as specified in the typical section and roadway iniprovemeiit specifications for said project, dated , 199 and on file in the Office of the Spokane County Engineer. Any interest bene6ts accruing under s id savings certifcate shall remain the property of ~.-,.,.;t~`L:..~•~f,~ Said savings certificate to be released to ~~/,►;~~1 .Xa-4 ~r„~.~ • aka D& B Buildinq, Ine.** or any other party only with the prior writtcn conscnt ancl agrcemcnt of Spokanc County. PROVIDED, FURTHER, the undersigned does liereby authorize WashinQton Trust Bank to pay over to Spokane County all or a sufficient portion oF the monies in the savings certiricate referenced hereinabove upon written documentation being received from the Spokane Counry Engineer indicating that the purposes for w}iich the savings certificate was assigned have not been fully and faitlifully performed as required and a statement of that amount of money which the County Engineer as required and a statement of that amount of money which the Counry Engineer deems necessary to complete such obligation. Upon receipt of sucli writtc;n clocumentation, hereby authorizes to release to Spokane Counry that amount of money requested up to the maximum amount in the savings certificate. DATED this 19th day of April , 199 5 . I3ANK OF Spokane, Washinaton Washincxton Trust Lank ADDRESS P.O. Box 2:I27 Spokane, wA 992I0-2127 ZIP CUDE • Washington Trust Ba ~ By: Secretary DATED this 19th day of Aprj,l , 199 5. c ~ DEVELOPER STATE OF WASHINGTON ) :ss County of Spokane ) On this day personally appeared before me to me known to be the individual described in and who executed the within anci foregoing instrument, and acknowledged that 11C, signed tlie sanie as free and voluntary act and deed, for the uses and pu-rpos%-Is therein inentioned. GNEN UNDTE.R MX HAND AND OFFICIAL SEAL this day of • , 199 _J5. ~ Notary Puhlic in and for thc State of Washington, residing at Spokane ky~sign.bonl/94 ' _ . . _ . - - W/-1:fT5UN 5.4 1991 W/` STATF ENERGY CODE COt1PLIAN~"ryREPURT 04/19/94 FILE= C:\\WATTDATA\\SWANSON6.t4S 1-iOUSE ID: SWANSON 6-FLEX Si.te: 4517 5tallivan Road Analyst= TA5 Spokane. WA Jurisdiction= SPOkane CoLinty ( ) - Utility= WWP Iomeowrier = F-louse Type = Mu 1 ti -f ami ly F 1oot' Area = 5457 f t?. Rui lcfer = Homestead Construction Weather Data : SPOkane. WA Climate Zone: 2 ( 509 )926-0755 The F'ROPUSED design *COMPLIES* with 1991 WA State Enerqy Code. ~ ~ ~ REFERENCE PROPOSED COMPONENT PERFORMANCE 749 751 Btu/hr-F ; ENERGY BUDGET 4.36 4.31 kWh/f t2-yr ; ~ REFERENCE DESIGN Reference Component Value X Area = UA 6G tJa 11 3. 5' U-0.041 434 17.8 E3G Slab 3.5' F-0.640 124ft 79.4 On Grade Slab F-0.540 96ft 51.8 Glazinq @15% U-0.400 818.5 327.4 Ooor s U-0 . 200 126 . 0 25.2 AG Wa 11 U-0 . 044 4342 191 . 0 Ceilinq. Attic U-0.031 1819 56.4 Inf i ltration ACH-0.350 44111ft3( 267.1) Reference UA 749 PROPOSED DESIGN COMPONENTS Component Uescr ipti.on Value X Area = UA RG Wall R19 Bat.t 3.5' depth w/Tg U-0.042 434 18.2 Bu 51ab F-0.553 124ft 68.6 On Cracle Slab R].0 4' vertical F-0.480 96ft 46.1 Glazinq @17 o w*2 glaze vinyl 3/4" w/ low E& Ar U-0.380 653.1 248.2 W*2 qlz.vinyl patio 3/4"w/low E& Ar U-0.360 252.0 90.7 Doors **Metal Insulated Flush U-0.100 126.0 12.6 - It.ems i n parentheses not i nclLided i n COMPONENT PERFORMANCE C t~a`i~ ~ O Denotes non-standard values - c~~eck calculation of therm~cC lu(.J Page 1 ~==`=9'~l 9c 1~f' 4~1 6JAT.J5-UI1 5.4 1991 W~ 5 T/)7 E ENERGY COUE CUMPL I ANI"7 REPURT 04 / 19/94 rILE : l:. :\\WFaTTUATA\\Sl4nN50Nh .I.JS NOUSE IO :SwANsoN 6-PLEX AG Wal l -**R-19 +:3 .5 INT T1-1l U-0.050 4255 212.8 Gei li riq wwR38 blown Attic 5:12 STD baff led U-0.030 1549 46.5 w*R38 (~lowri INT 5: 12 baf f led U-0.028 270 7.6 Inf iltration Standard Air Sealinq ACH-0.350 44111ft.3 (267.1) Pr oposed UA 751 Struc Mass Liqht Fi-ame. Sheeti-ock walls M- 3.000 3638 10914 Slab w/carpet w/pad. Sheetrock wall M- 5.000 1819 9095 F-IEATING/COOI_ING/VENTILATING SYSTEMS _ PROPOSEO Heatinq System Type= Electt-ic: Zoned System Efficiency= 100 % Modif ied Eff iciency : 100 % Design ACH: 0,60 Desian L.oad( at 66F dt 79796 Btu/hr Total Load= 79796 Btu/hr Systern Size : 35.0 kW ( 150 0) Average Annual Heat= 30576 kWh Annual Cost: $ 1682 Vent.ilation System= Integrated Spot & Whole House Coolinq System: SEER : 0.0 ( ) rool i nc, Load(at 12F dt 80757 Btu/hr- System S i ze( %Over 9.3 tons( C 125% ) Annual Cool Requirement: kWh/yr Solar Access: Partially 5haded GL..AZING UF2IENTATION PROPOSEU PRUPOSED 5outh • 104.3fit2 Noi'th • 104.3ft2 Southeast : Northwest : East . 174.5 West • 522.0 Nor theast : S.outhwest : Economic and enerqy consumption estimates are desiqned for comparative PurPoses only. Actual cost for heatinq will vary dePendinq on weather condxtions, occupant lifiestyle and othei- factors. Page 2 NOTICE OF TRANSMIT-i AL ADDRESS: PROJECT qs>, q • l ~ BUSINESS NAME: ~ PARCEL NO./LEGAL DL~,SCRIPTION: PROPOSED US • yP " . CON'MCT- • ~ . PHONE: q. " ' V x ! . REASON FOR TRANSMITTAL PREAPPLICAT[ON CONFERENCE PRECONS'TRUCTION CONFERENCE OTHER: . DATE: TIME: DOCUMENTS CIRCULATED . • DISTRIBUTED TO: RECD DESCRIPT[ON BUILDINGS P[.ANN[NG ENGINEERS H6ALTH SCAPCA FtR6 DIST ~ OTHER: . . , XISite Plan (neu~Y"(revised)) X I I~, I x I I X ~ ~ •:-~::~~k:'_ •ti.w; •:~::'y'>::::;;::~:.::.:F 4t;.::;i;:;;:;:v..,•:s:. f'S{':::r:::>. Critical Materials~.~st j: . •::::.v:: : • a; < {•ti ~rr. . . r:.. ~ x~$'r.~:;:.ti~ : l;S~ . • . •.ti~.>:..:<,_r.x.:~;••: . k t+~~:.•:. ?:>:.'•:.•>:i: ~:~:•'.-r:... ~ . :y:tio-: i:; v ;i f; r,:, rr:•: r::;;~• ,:;,y ' ~%h~:ir:::~;~: t•::: x•:ti-: r:ti•a • . • Y r :.yf, • . r w:~~:vi}{"}}. Y.i i : ~ . _ , ~7i~ ¢r ParkinQ p L l~ . 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ILandscaPe Plan r•4. •:ff~:{i:;}:r , ;i{;i:~}{•?:: :v. ti • Y:•'{~: T:: i'~: .vrrrrr ::v:: ~~i ~ C.::. ;?:fi$:;:: r ~ I I - . . ~r.1•.........: ~•:r '1 ~~r~•~•?:?,'}:,'}, ~ ; 3.tiC;: , . . ' • . . I • v:. ' :.y.}w.}-::::.}-:.; r::.r . • ~ - ..vi}i?:•ii}i: •?h':+ h~ • , : v.~:r.v.::-: :v• ~'-'r:v'~i::::^i}: t.:~:v' }.tiv"~::::'~ ••rY:'r:tii}vi::{•'~'' yr'i- i.a~}i.;j~O:Ov ~kr • {r.::r{ ..L'{i;:}rii`}'r".:_::. . ,v.. r._x•: i.•.4i: r•'r.~'{ . z~.::::::::=-- ::ixfn~::•`•:.: . r. . ProrYUSSOry Letter - .L•.{ f~t . _ f-~.;:Y.! 1f_ 4?~~ ~Ji:" "~`;r : •r: ..~fL~y~_:: :,:}•i:•:: ; - . A . .:;:..r. ~~'^;':•$`•h:_ r ~M' {l4M~.LLv ~~`2~."~~.iti:::: v. ~ r. i!`C}'.ii.. r j;~ ~ :h~..::l:1)9~-00!..~}JV..: • ..i}:'Y}?CNf.', .{S'.S:}: i:•A,}~1Y'. ...f'rijYi: }::•i:•::.~.'~''f.S~S'.;:;4f{ii.i.,K%:W: . .v~fFf.✓.`.ff:~'-~S"-_YY!.:Mv}MWr~ , „ ~';'~I.~ , . : . • tMMM_ ~ ' . ~ - v, •.ti :•y4k 'vii i:{v,{.; : .}r .y ::.v,.}~•:: . •.}v.v w. ~ w::. . <~:ti ~ . . 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" " ` . v};{.} } : v~Gi r}}. w'Of•:{' ' :;:'v,':ti}:' 4fi4b7irYriii=~i$$}i`~i<- . r~. a~y~ ~j'r'}'Sl~ '•;Y.'ti;}i:= } . ti. ~ t •:.•w.k~: . ~",}~iC ~ ~ S.}i.' S. f~} ~ .4 . . ~$'i'{{.r:: r.. } i r.ti • r.~. x. r}~:.. r...... w:... . • :i~~r rn~!<~v'?C~${$$${•:~>::~: r `?rl . ?n'v~.~ Construct. ~on Dcawings - . . ~ ~v~[~ . , ~ . . n•}w.v~nv+N ri:•:..: •'w' ~ rtrr. xr ~'i:~': r~! ~i %•i:.}: i:•" r'{a`•: ~ i, f:vey • • wr 4. . . ~ ':rff~i.~vrx~.{.r•: •yv: s4C{...+. <c.r:ti:;•::.:,;s'}t~~~:i•:::: :;'f+;~~%ti;{rt;v:L> = •:::vrr~.,k•~{r;: -:;;~~~~Nri:;:::;:;:{,::?:;2:~ • .".?,~?t. ' '::;v;a:•-• ~ ;t r ::f•~.~:.a r +~ti::::-~::•.r. : ~:t.: ?~a`t' , t..fi~`$„ ~ Floor Pla ~ ~ ~ r :::~..`~:j f•i.;~..::--:.:~:,; .r$~+ ....:x.:::r;r,:.~ ~ r ~ ti~:. ~ f f~.s.:~ 4 , . . I ~:`SL-.~:::?:»tiJ}~w}iS:::.{. : ~:~'~~i~. }5:.:::::. i:....Cti~:Sr~{•.$::::tii}::: :?•ii: ~i.ir: .::'r,':}~. }'r:r :vf~6GY.~~•:?r4'v:?•:{t•i.•ii.v::v,xr.; ' ~ • ~ ~ I I l` I ~ . - ,F , . . ~,st•~~C~~, . ' ~ I . , , y, • r The above items hnve becn ' • ~ ~ ~ f ~ rcccived: ~ . , ~ • ~ . ~ , ~ h~• Date of Tcansmittal:a Review Coordinator~ i`,~ ~ • ~ ' . 0=FiCl~iL 'USLI ~ 60CUi'~dL a ,~:~1 ~ •1~. ~ ~ ~ . SPOKANE COUNTY ENG(NEER'S OFFt(;E ~ ~ ~ • ~ ~ ~ ~ 1. IV (Al • F^ ~ ~ ~ i +'i : ~ µ v r N~ OR C[CCUIatPd b~/. & +a, ~ S~~ ` . 4 PAOJECT # 3 9'Yos/ , . ~ l~'~ 1,~o5 , ~M~TTAL~ ~•~ure ourrt~~sturr~rf-&u~~~r,+~.c *•1026 Wc:c~ B~o~r~li~~a~~'Avei~ue~.* Spok(uie, WA 99260;~, (509)456=3675, ~ t ~r •,r`,~. ~ REETURN TO COU"Z°Y ENGINFEF-P, ~ ~ xtr:•~ - • W$a tt -Jay~uni March 21, 1995 77- D Spokane County Engineers Attn: Dave Burto Plan Review Engineer S~~~f~E C0~1isY~ 1026 W. Broadway Spokane, WA 99260 S%4; ~16.C RE: Swanson 6-Plex Complex Dear Mr. Burto: Please find enclosed the following: NG Site Plan - Sheets 1 and 2 Drainage Plan - Sheet 1 Site Plan - marked "Original" Drainage Plan - marked "Original" Design Calculation Report - marked "Original" Top of berm elevations have been held at 0.5 feet above the inlet to the swale. We have been under the impression that this is County standard. If this is not the case, please advise us so that we may lower the top of berm. A radial dimension has been added to the swale corner to help clarify the bottom length and width. This seems to have been the discrepancy between volume calculations. If you have any questions, please call us at (509) 328-5139. Sincerely ATT ENGINEERING, INC. ' Duane Zim an . . . . . _ o ; MAR 2 419995 101 Thatn Road ~ W. 1801 Broadway Lewiston, Idaho 83501 r~, ~L ;•r-t n Suite 1 10 (208) 746-2661 Spokane, WA 99201 Fax: (208) 746-6825 (509) 328-5139 EIYGII`iEERS • S(IRVEYORS • PLAPiMERS • COIYSTR(ICT101`I MAIYAGERS 1 NOTICE OF TRA;NSMITTAL ~ ADDRE$S: PI20JEC`' ~i: ~ ll.~ lJ1~1/? BUSINCSS NAME: PARCEL. NO./LEGAL DESCR[PT[ON: PROPOSED USE: CONTAC'I: ' PH NC: , REASON FOR TRANSMITTAL PREAPPL[CATION CONFERENCE PRECONSTRUCTION CONFERENCE OTHER: DATE: TIME: DOCUMENTS CIRCULATED • DISTRIBUTED TO: ' ~ RECD DESCR[PTION . BUILDINGS PLANNING ENGINEERS NEALTH SCAPCA FIRE D[ST f/ OTHER: '><]Site Plan (new reviseql _~V I x( I I ~ N.::.::.:~.:::_:.;.~::._. . r..;.1::::: r:~:: .r } . •v ~ : :'•-::~r:;~ Critical Materia sl'ti~i` .~.~~~r~~..~~ . ~ ~ ! f.•:~~'::.•. _ ".ti~.}}Y{•}f:•.•t~{ :ti•.•. . ~ .{hV.':: ll.'t.:: l.':. ~:1:.:':.:•_:: . 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Y.. . r.~ i r: r:::::• w: ~.vrr::: r:. ~ i Construction Drawings . t. ~v.iw:.~::v'4':w. k nv.. ~•:4•.~:.• :.v . v::.}:.:::::.»:~:.: . _ :4v.. : ~v:r:; •.:ii:~ti _ : $:iw.. r :;:r:::'t; {~:v:C~ `v: : .}i:: - - } };h + . .~.r.....:.._ ~ . : . : . . . . . . . . . . . . : . : .f}k OOC Ia Ft P n : . . + ` r: . . I I I I I I I I I I I I I ! I I 777e nbove items ha>>e bccti • ~ rccci ved: ~ LLI Arr-k ~ 1 "in;,t SPOKANE COUNTY ENGiNEER'3 OF w 0 R IG M.A~ circuiaced hy: . . PRQJECT # ~~5~ ~ . SU8M1TfAl,. # =ytg ~ Spok(urc Coui►h► Divixio~~ ' t~f0~6"l+s~ucttlit,rt~► Avc~~iuc~ * Spnkcil~e, WA 91~i$'0 *(509)456-.~675 RET~IRN TO COUNTY ENGtN ~ ~ 95020sO192 1. , . EA-SEMEN'T 575 vot. ~6 bt7NALD G. SWANSoN and 80BBIt J. SWANSON, hugbdnd and wife, STEVEN C. SWANSON and JUbY C. SWANSON, hugband and wile, DoNALD CRAIG SWANSON and ELAZN8 M. SW,ANSoN, hugband and wif e, owhexs of ~ ~L,Or 8.].~c~_? ErUeCler ' dd QnL Spc~kt~ne Gau»ty, Waahifigtion, hexeby grant and eonvex tQ HoMVSTEAD CONSTRiJCTION, xNC. , a Washi"qtort eorporation, * aWnex of Lots 91 and 10, $lack 2 tianLSpokana County, Waghf ngto„, 3.ta gu~c-wsears and agaiqne, n pArpetual easgMent for Ingreece and egress Qvex and across the weat 24 feet of the east 123 leet of Lot 6# $loOk 21 Kruegez' s f3r~ Ad wh io-h ensoioent shall be _ ^ a~pp u r~anar~t to Lotis -7 . 8, 9 and ~.0, B lock 2~,Xrveae~~` 1gj3 rd 9- - Addition and HOMESTEAD CONSTRUCTZ4N, INC. h$raby resezVas unta ~ itself, itig gtac+cessoxs and assigns, a perpetubl eaaemont for ingress 6nd egress aver and acgoas tho wogt 24 feat df tho $agt 123 feet of ~Lots, 7, 9 and 10, Hlac~ Kr eSeitz! 0 3rd Addition,1 wriich ease:nent sha 11 bi~ appurtenant ta Lots 8, 9 and 10, H lack 2, Krtlegerla("3 rd Add i t 3.anl__.,, The owner af each zot shall be responaiblo for one-figth (115) of the cost of mafrttafnirt~ said aagaraent, ircluding but not limited to snaw plowirig, maintance and rapbirs. Any dAef$ions regazding ma i::tahco and repa irs must bo approved by thxee (3) at the fiv6 (5) lot ownArs and eaGh lot vwner gria3.l paX their px'oportiona►to share of the cast within ten (10) daya dftex the maintance ox xepaira are ca~pleted. iri tihe event any Qwr~~~ ~ails or refUnda to pay theiz propartionate i~-hbre then the ather owners shall have the right ta ~ay the same and tak$ ouch logal actian a$ 1~~~aoaary ta rocover the amount pafd, it~cluding the casts and -reaaonab1e mttozhey teea af such action. Dated this day of January, 199$. HONiLSTEAD CONST UCTXONt INC. ~X ; ~i, ~e~ CNRIS $W~► N, FR IDEN A ~ . SPOKANEICOUN ~ n FE~ 1 ~995 ~ . ` I~IVI O UIL IPVG E3Y. ti.. , • - t 96 P~GE 57U , LAZAM Z-1 4! s D NLD G. SWA SON STEVEN G. SWAN50 t~,.~y . Lt- BaBBiE J sou DY G. swAx r ~ 4DOALD CRA SW TtS~7N L.AZN~ M. 5W SON p STATE OF WASIIING'xON ~ ~8. COi.lNTY OF SQOK11NE ) that I kriow or hIsve satisfactvry evidence thati ~HRIS thia ingtirument, on oath stated that he wag , ~ ► ~t~ti~o~ zst~. tia exoGUte the instxVment and acknawledgtid it ekii tfiQ Pxg0aent.'of HoMESTF1~b GQKST~tUCTxO~t, INC, ta be the free and . voi~~~ry';acG of such partX fox the uses and purposoo mentfoned fn . thaingtxtl:tient . . • - _ .ti . 'r . L~ ~ • r ` ' ' . ~ A ' • , . , +''•..ti,' My $ppo ment eXp res: ...sTATE 0F wASI3tNCT4H ~ . SQ. CpuHTY vF SPpKANE 1, certf fy that I k~ow or have satiofactory evfdence thati pONALD G. SwANSO23, HOBBXE J. SWANSt7N r S~EVEN Ct SWAN30N, JLJDY G. SWANSaN, aoNALD cRAzG SWANSort, and ELAINE M. $WANS4N 9fgred thfa instrument and acknawlAdged i~ to be thaix free and 'voluritnry acti foz tho usea and purpossa merrfoned S.ri the instrument. 4 4~•!•*4'4 1 •~A O-t►. .~1ti,r 4t • ~ '0,. , L/ated ~ . + ~ ' Siga~t~ture og No~~ry a , - ~~1,.•~M . • ~ \t ` + . ~ ; i. . ; . . 4 A ` • ' MY app4 nts t exp xo$ ; , ''r U 4 .t' f • ' a . ♦.4 1 l • , ,i' ~ F 11~ ~ri~• . ,..a~~E•;~~a rlltO dR Q-rCORDEO TRAKWERICATM TM . .....,...r.,,........ , Fte 6 2s FN 195 wlt~:: j- .,,.-I: .I..: n00re)a . , . . .2 Easemenr SPdKANt. CoUK04 WASN. Department of. Energy . t. ~ . Bonneville Pt)wer, Administration • P.O. Box 3621 Portiand, Oregon 9T208-3621 • 1-800-836-6619 - . , APR $ 1994 . . . h r.a„ r.+«w: NfMLC , . . Tract No. 3GC•S46 LAND USE No. 940205 Line: Bell-Trentwood No. 1 and No. 2; Crrand Coulee-Spokane Lines 3 and 4 , CERTIFIED - RETURN RECEIPT REQLTESTED . . Mr. Chris Swanson Homestead Construction , South 312 Farr Road Spokane, WA 99206 LAND IJSE ACREEMENT Bonneville Power Administration (BPA) hereby agrees to the use of BPA's easement area for construction, use, and maintenance of a: 1) private parking area and landscaping extending a distance of approximately 48 feet into the right-of•way within a parcel of property known as Lot 6, Krueger's Addition and a: 2) private parking area, landscaping, and a drain field extending a distance of approximately 100 feet into the right-of-way within a parcel of property known as Lot 7 of Krueger's Addition. The location of your park;ng, landscaping, and drain field is partially within Lot 1 of Section 2, Township 25 North, Range 44 East, Willamette Ivleridian, Spokane County, State of Washington, and as shown on the attached segment of BPA drawing marked Exhibit A. PLEASE NOTE; BPA is not the owner of this property and if you are not the owner, you must obtain the owners' permission to use this property. There may aIso be other uses of the prol)erty which niight be locatcci within the same ,irea as your project. This agrcement is subicct to tliose other rights. , This agreement is eniered inio with the express understanding that it is not assignable or transfcrable to other parties without the prior written consent of RPA, RECEIVED ' gpOKANE COUNN ' FEB 1 4 '~95 DIV iON IL NG r • , ; , , . f • 2 BPA'S AGREEMENT IS CONTINGENT ON THE FOLLOWING CONDITIONS: , 1. Hazard or Interf'erence: The subject use of this easement area has been determined not to be a hazard to, nor an interference with BPA's present use of this easement for electric transmission line purposes. Accordingly, there is no present objection to such use. However, if such use should at any time become a hazard to the presently installed electncai facilities of BPA, or antif facilities added or constrtjcted in the future, or if such use should interfere with the inspection, maintenance, or reAair of the same, or with the access along such easement, vou will be re4uired to remove such hazard or interference at no expense to BPA. 2. You are hereby given notice that transmission proiects are scheduled in this area near the vear 2002, and your parking, landscaping and drain field may be subject to removal and you will be responsibie for the removal and a11 costs involved. . 3. BPA shall not be liable foc any damage to your parking, landscaping, and drain field located within the right-of way which might occur during maintenance, reconstruction, or future construction of its facilities. 4. Access to transmission line towers and to and along the right-of-way by BPA's maintenance crews shall not be interfered with or obstructed. 5. No covered parking shall be allowed. . 6. You shali mark the perimeter of your drain field. 7. Landscaping within the right-of-way sha11 not exceed 10 feet in height. 8. Operators of construction equipment must maintain a minimum distance of 15 feet between equipment and transmission iine conductors (wires). 9. BPA's right-of-way shall be restored to its original condition or better following construction. No grade changes to facil;tate disposal of overburden shall be allowed , from the excavation or construction of the parking, landscaping, and drain field. Tract No. 3GC-S-46 LAND USE No. 940205 . . t • • • 3 10. Your park,ng and drain field should be designed to vvithstand HS-20 loading from BPA's heavy vehicles (up to 54,000 pounds gross vehicle weight), 11. There shall be no storage of flammable materials or refueling of vehicles/equipment within the right-of-way. 12. The construction, use, and maintenance of your parking, landscaping, and drain field shall be at no cost to BPA. 13. Other uses and utilities on the right-of-way must be applied for separatety. 14. You shail not make any changes or additions to your use of the right-of-way without BPA's review and writien approval. Enclosed for your information is a copy of "Living and Working Around High-Voltage Power Lines." IN ADDITION, THL FOLLOWING IS BRDUGHT TO YOUR ATTENTION AND MLJST - . ALS4 BE CO1\1PLIED WITH: Liabilitv: You will have to assume risk of loss, damage, or injury which may result from your use of the easement area. It is understood that anv dama¢e to BPA's nro.~ertv caused bv or 1 . _ . resulting- from vour use of the easement area mav be renaired bv BPA. and the actual cost of such repair shall be charped aaainst and be paid bv vou. This Land Use Agreement becomes effective upon the commencement of use as set forth in the agreement. If you have any questions or concerns, please notify us. This agreement is a permit, revocable at will by the U.S., and does not convey any easement, estate, or interest in the land IF WE DO NOT HE,aR FROiN1 YOU «'ITHIN 30 DAYS FROM THE RECEIPT OF THE AGREENIENT, THE TERiNIS OF THE AGREEMENT WiLL BE ASSUy1ED TO BE ACCEPTABLE. THE AGREEMENT W1LL THEN BECOME A PART OF OUR PERMANENT FILE AND MAPPING SYSTEM. • . Tract No. 3GC-S-46 LANTD USE No. 940205 , . .91~. I• . ' , . • ~ • , 4 You may direct any communication to this office, Land Management (NIlvtL.C), P.O. Box 3621, ~ Portland, Oregon 97208, or by telephoning Dee Baker at the toll free number listed above or directly at (503) 230-3293. . THIS AGREEMENT IS HEREBY AUTHORIZED: \V11Xenee M. Ferrera Ctuef, Land Management Section , Attachment ~ Enclosure • ,1• . r ~ ~ ! . . . . . 1 . ' , •j••' 1 . ~ ' t • • • • . ' ~ ♦ ~ • • ' • , • ~ , y ' . • , ' • , Tract No. 3 CrC-S-46 LAND USE No. 940205 ~ b P' 'O n ~ . ~ ~ A ~ (lQ x, 4t O`f 7 4 ':3 ro I ~ 6,~~'~Q°'~ .~zf ~ C) . ~ '2`~ ~ f ° f s ° ~ ~ , / .\C# o ; ♦ , • ~ . ~ o f \ ~ py J'S p ::3 xo~ o ~4Zm ~ D ' % a1~ i o (D triN \ ~ D ~/~'U \ ~I• r"' ~ ~'(Q % ~„~is~ ~ '1~ 4 ~ ` ` 'f• ~ 0. ~ +1+ 4,, ~ w w NZ~ ~ • ' / o H ~ . ~r, , ~ , ~l o k4 O ~ mI > > ~ ~ ' l1► 5 4~ 6 dAJO o X , ~ ' ~ o~~ • . O,~ 2 29~ 'ro ~ ~~v Mp if 966 fc qAAtP • B~+D t~+ . . -A s3 : / ac, ~o / 'J3Z13'?4 SSR~1~ F ~ j 3j?• 8.1 ,ro` 332186.6£GV ~R~ R ~ M ~ 's rLGtN ~ SJlII~Ift o'S kwrNQ2 ~l ` ~ 3J2199.0 ~R1NfAN1NC ltP . • 33Z~10.1 £ M B~~~RAarP ` i ~ ~yl` Jf 'S33~ 14 ~ ~ ,~{gI BfO LtNGIt~ i NORfNfRH JNC R/M' ~►~►r ~ ; ~ , \ c+ 6 f 8t/AL1 NGl0l/CX 1~R'~ l I+S ~lCC~~AINC ` ~p ~ 69.2 ~ SSR ~ ?94 .f~ ~ ~ p . ~3~ ~T9 M,arN SPUR ~R R 333 # N.1 E E BNO Ofi RAMP 533 ~ 41 ~ ~ ' 3,~? W~OB t,tS L~ ?61 GtlARO AA/t _ / TNFRNlNC ps:? 90t RMIi 1) ' D 535+ o.. 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PROJECT NAMF e-- S'?4- PROJECT NUMBER ~ -1 C> I~ GENTLEMEN: WE ARE SENDING YOU ❑ ATTACHED ❑ UNDER SEPARATE COVER VIA TNE FOLLAWING ITEMS: ❑ SHOP ORAWINGS ❑ PRINTS ❑ PLANS ❑ SAMPLES O SPECIFICATIONS ❑ COPY OF LETTER ❑ CNANGE ORDER ❑ COPIES DATE OR N0. DESCRIPTION ~1 *2 *3 , 4 va-A ( ~ zI d t P ~a CS ~ ~ 7 ry;~,.~~~~M~ SPOKANE COUNTY ENGiNEER -'E~~-toL PUI3UC OOCUMENT b. \ •M` *1-NO EXCEPTIONS NOTED OR UNA *2- REVISE B RESUBMIT *3-REJECTED CT # ~ - _ YAL # THESE ARE TRANSMITTED AS CHECKED: ❑ FOR YOUR USE ❑ RET~~~A`FOWqORREC9`~~1~f5'" ❑ SUBMIT COPIES FOR OISTRIBUTION ❑ AS REQUESTED ❑ RESUBMIT COPIES FOR APPROVAL ❑ RETURN CORRECTED PRINTS ❑ FOR REVIEW 81 COMMENT ❑ ❑ ❑ FOR BIDS DUE 19 ❑ REMARKS: IF ENCLOSURES ARE NOT AS NOTEO, KINOLY NOTIFY US AT ONCE. . COPIES TO SIGNED: bv~ + W. 1801 BROADWAY, SUITE 114 SPOKANE, WA 99201 TELEPHONE (509) 328-5139 ol ( ENGINEERS • SURVEYORS • PLANNERS • CONSTRUCTION MANAGERS ) Printc.en . , NOTICE OF TRANSMITTAL nuDlzi,ss: • PtZ I3USINESS N nME: 1'ARCE[ NO./LEGAL UFSCIZIPTION: PROPOS GD USE: (tAl ~ - ~ L ~ . CONT PHONE: REASON FOR TRANSMITTAL PR6APPLICATION CONFERENCE PRECONSTRUCTION CONFERENCE OTHER: DATE: TIME: DOCUMENTS CIRCULATED DISTRIBUTED TO: KECD DESCRIPTION BU[LDINGS PLANNING ENGINEERS HEALTH SCAPCA FfRE DIST f/ OTHER: ~ ISite Plan (new) (revised) ::f~ ~ . . . .hcal M . ICri atenals L.ist .:.~r:::: •:.tif::::==:::;':~:~ ~•~%?:~:>::_~:=;:~::;;~:r•:::~ :;:}~,yti;-;:;:;:;:;:~>rr ..ti....:: Xti~iii"'~'•:'::::; ~ti;=;::'.::.~. '.•:~~i 4~:t}:$ii:::{i;i}hy'y ~ • . IParking Plan f:<::::> ..:::.~N ...r... ~ _ , -rN>: ~ ;•r+::•:> • •..i: : . . . . ' . ' ' • . '~.::r'v}""' i.ti,:•. ~+G:v?:ti r~•i~~ ~ ~titiv}.~'r n~..ti • iS. gnage Plan ~ ~ . . ~ • ~ ~ • ~ --~r . k ~ ~ •r.::•:;- ..t:t:::•::.::.:.;:: . :•r::, r::. ~ II-~ - ::~r: ~ • . ' :tt:~.;•:::;:::~.:' i:~::::::;=;:?-:~.. , :.V1: . . ~ . :j:• :,i ...y:. . Y~ :,r, ~i•`~' . . . . ~N_... • .J... • . ::ti• ~:i;:.::~:;:;:>;::~ `:::ti;::;.~::.. .:N::::.~ . ;.:z Rhting P1an , - . ~ . ~ = .I. : - . v. Drainage Plan ~ X, . . .>i l~. - ~ -:xr:•:.: ~ :r:::~.~' ~ I . . v: w:: • " 'w::vr : ; : t f „ r:iii3ii:. •_r: io . i . ~ ~i•}..:.. ::{SMrir_t~_$:~:~:...."" . . ..v.. . . . ~ • • :•'v.. .4}:'' •:~i::~:'-`':.~' 1 • - ...~.v...._.. - - . - . k~. ~ ~ . ..:.n~•:::.-.. • t• n ie Ca cu Ia . r.• :''r' ' (Ds . ~..vn. ~ ra, ~na ~ . 1 . ~ . . . . . ~ ~ -::::,r~.. . .:s:>:.. ;::ti • .r..ti.. .r:::::::: ::'r~,t.:;.: f;::~=:~:'' ::r::~`= ~ i: ~.+r.. ; y•.:•:?• . . • ' . . .1.~•: i' r' _ .•"'rrr" ' ' 'rii:t••j:;: ~:'r'?•ii}}: . 7P..ti r. . ~ :ti •i}:'..: ~ . - . . . ~ . Agreement to Pa . .r:. - :.r::::::`~: ..L....: . . r . . . - ~ y Fees : . . . , r r,.:::.: f . : . • .:rr.::.:~~ lan . - - . ~ . ~~ation P ~ ~:~~:~:::=:=r::::::•`.:~~:~.`:.;=r::::.> IIrrib ` 1•> ~r:::..:;:::::t;:+;:~: ~:~iac:'t;Y. ~f#si`=': t •r~ c ::#>`:::~~:~:=:i::i~=: r . ~i:;Y,. :%'r:~•. 'r4.....`-- r:. ' . L.andscaPe Plan . ~ - ~ ._~.r.:..:...,.. ..:..::4~:::>~;.N ::r.:.:::;=:z:::,;~,••.•_::::::_. ; _fti:;y:'`::.`;::::;:::•'::s~:':::`:::::=~`~: : -.ti:~v}i.:....v:y . "•i.. ' • vrn?''r' " "'h^.!::.: :::ti. J.s. •ssor ? 4iTT C^' . r r , . tter .:tti~: .....~m. , . . IPronu Y Le ~ • . . ' ~ ~ : r: ~~n.... ' • . . ....ti::.:. • - .~u: _w:. • ' ' , . a .rri•c>i~'i'~'~ ~ ' . ~J.. .tiK : v:i:i:: : ::v•. xr{;' ~ ~ t►mate . . ~ Landscape Cost Es ~ . ~ . _ ~ ~ • . ........'..1'f.•::: _ , , • ~ ' . _ ~ : v: ' fJri :v$ ;"4 ::•:•v v'r: i: ij_:$: r •y •.~i:! - ~}iii~'i. ~ ~ ':.'''r:{-?:-: I : . _ . ~ : Traffic Circulation Plan . . _ _ : . _ ~y': . ' i:. . . - - :•{:{.~':._..:~':J' l:4::r~ Vl•!:'ti:'::..f:{1:~:.: ,•;Vy~y . . " 1.: . ' . 'i.. _ • :.•lY:::.: : : _.._..:r..I•: • • . ~:~:.~.~::~••:G'.:_...._i:•.:v...__.._.'.Y/W~:: . •.l~Y::..'. . :•i~•:~{•:ti~.'..'.'.:•:. i'..:'•: : . F.v. -:•iS+' . . ( ..rT.... .:S}••.:::::?}:nv•: ~.;:::v...i • • . ~ • . r:S:•>'~::-.< • ' :,v'.}y: .':r y.': ~ : ~5::•: r: . ~ Construction DraWin(Tos . ~ . . • . : • ~ -----...r... . . . . . = •:r} :;..;..~:,,•:.;,ti}y; : •:.ts~.::<:>: :~:;:;~f:•~.r:~-:.-:: . . . ' rii: i • M,;:;' ~{~i:'.~ AYl:: ~:~.1YY tY:.: ~ • ' .Y`'~ Y: ' : ` ~ i•i: " j - r: Yi: :::jCifl~;i_ _tiy_..' ~ .:M=+• . , . . .....rM . . . : 1 ~ F : . . . - . . . ~ - ......L~ . . "...ti;.}y.::. .i:4 ' ' :titi•}: • v::_ : : Iloor lan P I ~ ~ - ~ ; " ~ Thc abnt~e rtems hnve becti recei ►~etJ: , ~ ' C~ Date of Transmittal: _ Re.view , Coordinato OFF3CIAL Pk,--c t r SPOKANE COUNTY ENGINEER'g OFFICE I~~~ j Circulated hy: ~ ~ PPQJECT ~ ol~~ o~P~ITTAL S~f)~~I;trnc.~ Cooulrry 1026 Wesi f3rocrrlit"ri~i,~-~Axeiiue * Spoktr►ic, WA 99260 *(509)456-3675 RETURN TO CUjim 9 v tNGINEER - , • ,p - ; • ~ - - y. # ~,.i~ ~ F r . NOrIlICE OF' TRANS~ITFf'AL A i) D 1S: I'itoJkyC,v fl' B[.JSINPS NAME: , PAT~CE-L R1O.ILEGhL DESL.1Z14 k }W PR11P OSED 4+SL.. , CONTACrC': PHONE: REAsON FOR TRANsn~~~AL PRE-APPIjlCA'IIC7N CDhTFERENCE FRECQNS"fRUC"1"xON CQNFERENCF, OTRER: DATE: TIME: _ CIRCULAXED DTSTRIB[]TE D TO: . AF= 1JF-SCRIFTIOA1 S[llLi"lthCGS PLALNt`x[NG ENGWEERS fIEAL'f`H SChPClIIFIRE U[ST OTI{F.R: ~ . ~ . ~<`Sitc Plan : 5;:~: e• ~~x! ~ I-~ +r} ~ ~:=.4.:.• u`~` ~ . . r~. C~+ iE'~.+af 5~ Mat~.L~y ial.~ J4J4~7k : iPSilL~ng Plan. - ISignage Plaa ~ . ~1L'c~Ytting Plan . - r--- _ _ _ _ . ~ ~CaTtiiA ~ 1a17 ~ . 1Xi'.-!=C'7~l'k~.6~ . ~,._'_•5::,:O~k`.i.~.,~J Y`~ 4 •~1R'-„'.`.~. , . • ' " . ' . _ _ _ _ _ - . . . , _ ❑C`a1[33gC CSlCitlatlORS _ ~ • t ' ■ igYlaVraw* 4o Pay F= ~..Y.~14 ~ ,_F' ' i ~~tiV'~i• ~M. ~ h r r • ~i ~ Irrigativn Pian • ..-----3. - _ If.md=pe Pian- . - y lPtomissvey Tx[tcr RE, ~ Landsca ~ pe Co5t BStf EllaIC 61q.~~`~~I ~ . . ~ - ITrafFc Cirtulativn Plan ~ ~ ~ . , . - ~ - - - - , ~ . ICmnstruction D r.►wtrtgs p IFioor PIan I I I X 4 ~ ~ ~ I I I ! i ~ 7hc abovc ilems J4avc bec,x f'CCC! uCd; - OFFlC1AL PlIBLIG DC~Umt"' ~c~~~ ~C~ ; SM~fC~~~~ , P~ ~4S R~viLw Caorc~in:~far: ~ NAL OR RFIOJECT ~ C1rctt1:L4ccl isy- ~ f sVJUw-r& 4 ~ . ~ - - - - RETURN TO COUNTY F-NCWF-0 . ~ •~:.ir- 1°✓.. ix~,r;,.~ . !',IJ~~f,f',r._ r~~~15 . . , . . { J~ .i. ' S P O K A N- E io • C O LJ N 7"' Y . OFFICE OF THE COUNTY ENGINEER • A DIVISION OF THE PUBLIC WORKS DEPARTMENT Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director FAX COVER SHEE~ To: J ' -COMPANY: A n ~ C ITY/STATE: v NUMBER OF PAGES includin co ~ ( g ver sheet). ' FROM: Paul Lennemann E.I.T. REGARDING: 1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 7'DD: (509) 324-3166 r r C . , NOTICE OF TRANSMITTAL ADDftCSS: ~ ROJLC~~' ll: ~ ~ ~ • /s, D- / L I ~ BUSINESS NAME: PARCEL NO./LEGAL DESCRIPTION: ~ , q PROPOS CD US 5 d ~ _ - I PHO COI'AICT. . p12 J c~ iZ AL 'E ON F R T ANS ITT . - ~ PREAPPLICA770N CONF£RENCE PRECONSTRUCTION CONFERENCE OTHER: f b • P ~--a DATE: ~ ~ - TIME: , O~ ~''~L) ~ . . ~ .oo ~ DOCUMEN'TS CIRCULATED 1D DISTRIBUTED TO: BU[LDINGS PLANNING ENGINEERS HEAI.TH SCAPCA FIRE DIST 11 ~ OrI'HER: ROM ~ DESCRIPTION cj ~ 6new X,Site Plan (revised) \ ~ iCritical Materials ust . . „ ~ . iParking Plaa. ~ ~ . w•MIMMIIY ~..IIM~ 1 NMwM ~~~+F~M MI~ ~MI / ISignage Plan ~ ♦MI~~Mtw~~ ♦M~I♦ 4MMMW1~ lLighting Plan ~ ~ . . a ON iDtainage Plan • . . . . . (Drainagc Calculations ♦F ♦r~~MI~vFMIIM~1I1♦ ~IIIMMMIt~wF~~~I~M~~~~•M~~Y~♦Yn~II ~Y~M ~NI III/II MMhMMVWYM MlM~ +Agreemer►t to Pay Fces w~41i. nYYMMrnh♦ lIrrigation Plan ~~afi~~1`~:t7F 4 ,Landscape Plan . ~ ~ ~ - • . - . . , . .t - . . ~ lPromissory Letter ~.'r ~•n.n~. ♦ri~ ` .r~~i , ~.r .vww rw~..~ww~w.~.~~ Ij„~AIIdSCBpC COSt Estl[i18tC y . m • . ~w , ITcaffic Cic~culation Plan ~0' ~0,~~ . . -P . • ` ~ - lConstruction Drawings f - 5~~i _ ~y~~~~/y~`~~ \ ♦~)OCv'.~SPY~~ `~~~L~E~~ .L~ "'~+1'~.'•.. ~ IFloor Plan , Thc abovc itcros hRVC bccrc !'CCCI vC(I.' 11 -94 ~ ' Date of Transmitta • -51 ~ Review CoorOQti~~ , - Circulatccl hy: , . ~ • • ~ o ~n~i ~ii..... r~.•.,...1,...,.~ At•..,orii• * .Cnnknnr Wit 907~~ * (5M1456-3675 ~ . ~ ~ r~ ~ ~ ~ ~ • • , . ~_.~.,E ~-i'-~• f r~~~~ 1 j~j - - - -r... ' i^ ~ ' ' ~-•i. . . ~ j - r . 1~ F . - • . . . . . ~ ! t . , _ ' _l-l--I~ • I ' i ~ . '._l_. . . • _I'i ''J't~-•I : . . ' ~ ~ ~',~~_.~~~~~1~► ~~~_i..~~~.... . ~ - ' • i , ' . . . . _ . _ . . , . . . . _ . . . . , . , - . , . _ . . . . . ~ - - - . : . :.-T.. . . , - t 1 i . ~ • i . . , ..i~~ - - •r'ri t I ~ , ~ _j i,;' . i i ' i ' i 1~'; ' ; ~'~"'~~}1._.! ~ i ~ ; ~ ~ . r•- _ ~ 7 . . ..J. . . . ~ . . . . _ . ~ . ~T'~ . . . . ~ 1...: . . . . d ' . . . . ."i ; ; i ~ ~ ~ ~ . ....~--t-:... ~ _ . . ~ . . _I I ~ _ . . . . _ . . _ . , ' . ~ . . . . . . ~ . _ _ . , I t ~ O~o,.,~•.a~ . ' ' . ~ . ~ . . . i_. . . . . . . ~ ~ \ • ~;~,~,~.1 n ~ .F'.7 ~ ` ~ G µ r . ~ ~j C"o _ , . . ; . . ~ - . . _ . , ~ i~ i ~ ~ ~ ,F • . ~ ~ .3~ ! ~ ' ' , , , _ . . ~ , . . i ~ , - - - - - - - ~ L G s Co ~ ti/,~ , C+ C~t ~r1 ~ . G°~r~`'r1 ~ ~ _ . . . _ . . . . ~ . . • - - • • ~ -j-~ Ir-T+-; ~ ~ . . . ' . ? , • ~ ~ ~ J • ~~n i,. _ : v; : . : . . . . . . L . . _ . _ . . C~. ~~L • . . : . . . ~ _i..._._~... . I 1 . . ~ _ . . , ~ . ~•~.p^"Y. . . . . 5~.. 1 . .....,~4 NOTICE OF TRANSMI"'I 'W.[_' AL n~DDizI---ss: - t'IZOJ 11c-r 1151`7 1~. 6Lk.l~a ~ q~ - ~ I3CISINCSS NAML: • I'AI2CF--L NO./LLGAI.. S~ DCSCa[P~rrON: t....,~L PROPOSED USE: C1502. ~ 7 0--~ (ev . CONTAC PHONE: ~ . REASON rOR TRANSMZTTAL, ~ PREAPPLiCATiON CONFERFNCE PRECONS'tRUCT10N CONFERENCE OTHER: \ DA't'E: TZME: DOCUMENTS C]RCCJY.,ATE]D DXSTRIBUTED TO: ~ Rem DESCRiPTiON BUILDINGS PC,ANNiNG F.AIGIN6ERS HEALTN SCAPCA FQtE DIST Vj OTHER: ~ iSite Ptan (new) (revised) v` , . . . . : . ~•s.:~~~' ~ ICritical Materiais List I~~~-`~,~~.~~^ca`'v~~'~ ~ o.r~~a,.wSC-~~.~`ii~~f?~.. . i A? ~.:a'.:<;1~1 _ F~4~: k.•~.Xi~ti .ba~~ . \ ro<m6 ~o ov~• > C~~ Z IParking Ptan. . O [ ~'J,~c~4~•~• ~`A' ~ w'S,'°.i~, •~v. iSibnag ~y" e Plan . ~ I W~ ~.w:•....,. ~ ~ cFS>:b:~:~.~ . aWS~A ~a~~~".cYG~~Yti.~.'s~, iu,.- .b:~'~`ta a~if~..+~~,,,... . b a3~~qjr`C,'~ ~ ~ •y. ILighiing Plan I w'~~r' t, ~y,~~, ~ "t x-•. ~i %r':o. X+1 1 901 1Drainage Plan I CoXN..~.}.~ ~f 4~ ~ 1 ~ ~~.~KKt`T:{.~.'.. Y!:•\EN: .M4Y.fi:rit.! .~...P:C,. R ~ . Yu.. i'•'•u~l~licv~ d<i:~ l `coc`:f ;u'r.%v~.:°''~xiEk^.:~~~"'<i'G~. Ay . Drainage Calculations ;;~~`°.~s~.~~:;~",~'~'~~~~ o U Z} C-...,+r K cs a _ y q X~):~'/.4~ tr "i' <<r•; •~,;.,v y, y ~,'~s ~ L ~ti ~c'~'~i.,.f ~^.7~'~N . ~ y ti.! ~.:,~.~.•S~ ~~b reemcnt to PaF(Ce.S Ab ( + tY•;v.~!~`S<i3~~~'t~4r~3c1fiS:~ti~3.t~~~ ~~era~i~d~dY.b~ • Irrigation Plan X ILandscape Plan h J ~ t ♦ ~,t i i ~V~~•~.~~ ~7'7•f.~~~~ t(~o: . a '?d•t~?~~;x~?3'1'lS::.f..~~..f~!A'.2! /~Q:~... It~l.'~ , Prociussory Lccter y't...i~o.`2-. y..~Y. 1 . ~ - ♦ i . oS ~ • I V ILands^~ '~'`L`r,~~~ ~~i)~''~''~•'~C''d~ ~ v' 3~ cape Cost Lstimate - X ~ `~s~.i %20 TcafEc Circulation Plan t< ~h4~~~-~• I I I ~ ~~.~~~I i ~~4~~^~~•(y+ < ~.~•.,ti • t i 1"lJvi f ~n ~;~4i~,'(to Construction Drawings i. Pk~t?! CA ~ P:S , 1 .fMCta..d. F.~..~{<C•6f ~./~'<7)'/.?Y.~` ~K~~':N: 5' ~ ~f,"r"i~ <>ib: o~ a~ ~ • - . Z, za'~?3 ,~.~„3 ~.~3.~ ~ syu~ ~k ~Fioor Plan , I :^'S~''~~'Y ~.~~s,:°'~'•.~,£i°,~~~~a~'f~~<~~,~a3~~.~,.:cfe.~,~~f•~,s~~~.s ~ •s:C ~ rx~ ~ o.:~a r£.,.~ r.ib.`to:~?~~ x.S,. t<ati~x ~:r:a <2$. wa '>.,~fi.~.c~~l~o~. i I I l l I i I . ~ I I 1 I I I I I I i 1 I l I ~ Thc abovc itcros havc bccii . OFFICiAL PUSIIC Dt ~90 T ~Wvm K;t Datc oF ORT, Rcview Coocdinator Fr1nVFCT # ~'/IITTAL # Circkd:itccl t,y: HtTURN TO COUNTY ENGlNEER . i , ~ . . ~ . , J' ti/ ~ 1"✓'• ~ ~ • ~ r 1 U,, J NOTICE OF TRANSMITTAL ADDRLSS., l r ~t PItO1E~ t1 eeAd ~ , 1 6 . ~C~1 ~ L~ BUSINESS NAME: PARCEL NO./LEGAL ~ DESCRIPTION: ~ . PROPOSED USE: L4 ~ ~ - - - CONT CT: PHONE: 6-7 ss ~ REASON FOR TRANSMZTTAL ~ PREAPPLICATION CONFERENCE PRECONSTRUCTION CONFERENCE x OTHER: . DATE: ~ - TIME: l D ; 4:~)O G. . !'2 . DO CUMENTS CYRCULATED ; DISTRIBUTED TO: RMD DESCRIPI70N BUILDINGS PLANNtNG ENGINEFRS HEAI.'I'fi SCAPCA FIRE DLST OR'HER: x iSite Plan @ew) (revised) ~ .x X ~ iCritical Materials List ~ ~ t._ . Parking Plaa. ♦N • w~w~ ~ w n .w~ SIM w ♦ Signage Plan « d , - Lighting Plan ~ - ~ lDraiaage Plan xk f , ~ . lDrainage Calculations •.n1 t I.Y MMMI11 1 ♦ 4MMMYY MY ~ M MnN ~~MM 1 l I MY~~. I,. ~~~1 MM~ ~ ♦.M yY ~I 11 M y~IMY M MM ~~M' . lAgreement to Pay Fees ~ ~ ~ • ~ .~.1~ Imgation Plan • I.andscape Plan . . X _ s . ~ , ~ / ~ / \ I • ~ A ~ 'y ,Promissory Lettec . • a ~ - ~ - . MM✓~~IM~ ~~I Y ♦II..4~.MMII~~~A ~YMN MMMI\~AIMIIMN~♦ ~Y~' (T.AI1dsmpG COSt ESLI[tlAt6 ` q•• . . ~ . Q ~ w IN / MiM/MMMI I ITraffic Circulation P[an ~ Construction Drawings ~ ~ Ftoor Plan ~:A•l. =.w I ~ ~ I 1 I ~ • I I I I~ I I I I _ I N I Ir ~ I I I I Thc abovc itcros hnvc bccii . . rccei vcd: ~ ' . ~ v I ~ Date of Transmitta45 -Q~ Review Cooccfinato • ~-<---r ~ ~ Circtilatecl tiy: . . . ~ .:~_i:...... ►n~i ~ii...., r~..,,,..1~..,..~ .t~~.~~r~i~~ 'r` .C►tnl.'ir~~r WA 002/W)* !S(}414Sh-367.5 BUILDING PER'rl Ti;HEC'KLIST - - PAE:;- ~ . . : . ...~r. . I . . K ~ ( T.::#..~ .r ~ • • 11 . . . . ~~~fl~~~:.:: . . . r......: ; : . ; ; ; ~ • , . . . MLEriNG:~ RE Q RE CO P ET D : • ~ ~ :"i: . .:•:'.'.'i. ~ . . ~ .Y: . ' ' • . . ~ . . ~ : . . . . . ~ ~ : . : . . . . : . r : . .::.::.:~11~1 - . . . U-f111E. . : . . . - ~ - ~ . ..NA . . . . . . . . . . . . . - 'AGnEEMENTJ(TPAY-rEEs , x . . . x RIGHT OF WAY DEPARTMENT DEED EASEMENTS x R/W r- RI D - - - LEGAL DESCRIPTION CHECK ' , LETTER FROM SCAPCA RECIPROCAL USE AGREEMENT x X ' . - . . . . . - . . : : . . . . ~ : : f ~ • . . . . . - . 1 'i:Y. ~ . ~ . . . i. • . : : i:. . ii: . • . . . . . • . . . . . . . . : . . . . . . . . ~ . ' , 1•: ~ ~ : l.•! . ' .~....~~."i'.i':'..'::::~...~~ ~ • ...i~~...::' . . . 1 ...:::~~~~~.~l. ~.:'~.~~~:~::.~~~if:.:~: . ::~:5 T . . • ."~.:i...ir~:~ .i:_.'-: • :.i.:~..: ...:i.~.':.'~~i ~r.~.:i: •:~.:i• • : • '.'f,.•.':'..'• '.f :.l'~•:.'r~:.:'.•.•. ~ . . . . . . . . . . . . E... . ::r:::::::~::,:;:::::: . . . . . . . . . ~N~S~~N-A~~~W X ...._.....::X SCALE X x BENCHMARK X )4 ROAD NAM ES X x R/W DIMENSIONS x x PROPERTY LINES X x SET-ASIDE GRADES X x STAM P X x PAVING x X TRAFFIC CIRCUTATION PLAN x x APPROACN PERMIT .r. . . . . . : . ~ : . . . : . . : : . . . . . . . . . . . . . . : . . . . . INAG~....:...~. : . . :::..::~:...r.:..~::.~:::::..::.: :..bRA . . . . . . . : . . ~ . . . . . . . . . . . . . . . . . . . . . . . . 20e CACCUCAfiIONS x x SWALE CROSS-SECTION ~ X SPECIAL SOIL TESTS ROOF CONSTRUCTION HVAC ON ROOF LANDSCAPE PLAN_(208 CONFLICT) ~ x DITCN CALUTATIONS BACKWATER CALCULATIONS ~ GRATE CALCULATIONS PIPE CALCULATIONS RETENTION/DETENTION CALCS 10J50/100 YEAR STORM ' x TR-55 ANALYSIS ' : . . . . . . . . . . . . . - : '.••v.: •.:~'ti::v'•.'r~ ; •.w:: ~ :v::••;}r•}•~ : :}r::.~:: v:.': . • . . . . : ti • . •::v.}.:.:. ~:7~. : . . • ~ : . : . . . . . . . . : . - ~ : •i. ~ :ti : ~ : ~ : • ' : • : • . :v • . : 1 . s . . . . • v: • • . • :v . ~ r . . . . . : " . . . . . . . ...r.... ~C7ADS ; - - . . . . • - - - ~ ~ - - - , . . - . ~ . . . . . - . . GFIA6E SHMET (EXiSTINTWAD) , - STAM P ~ OWNERS SIGNATURE / ROAD DRAINAGE (SWALES, STRUCTURES!)' "R" VALUE TESTS NEW ROAD DESIGN ~r , . Y • BOND / MYLAR / COUNTY STAMP / ~ eu.01 usu.vI usunlNaiK.sirr-cr.wKt . ' ' . ~ . ~ : s , Su-- oi<- A t,r r= o Li t~r -r Of-FICE OF TI iE COUNTY CNCINEER • A DIVISIQN Of TI IE I'UBI.IC WOhKS DCI'AR7WfENT RonaW C. I iormann, I'.G., County i?ngineer Dennis M. Scolt, I'.C., Director AGRCCMENT TO PAY FErS ENGINEECt'S AGREEMCNT NUM13Cit l~ q Tiiis agreement between Srokane County anci ~nam ~ pcrson~ ~ whose interest in tlie project is (i.e. owner, ageni, eic.) ' is enterecl into tltis day of ~~cz-, , 19°~ . This agreement is applicable to (lie project krtown as: ~ . (proJcciATc Jeffs~iTiyenan, e ue number) ~ Tliat tlie inclivicltials ancl rarties namecl herein as having an interest in tlic: above clescribccl property or rroject agree to ihe following: 1. Reimburse Srokane County for nroject review and insrectton fces as specifiecl in Chapter 9.14 of the Spokane Cuunty Cocle. The fees wtll U:, b7sec1 on actual salary costs incurrccl by Spokane Couttty for rroject reviews ancl / or inspections plus a ten percent acfministrative ciiarge, ancl will lie billecl moiithly as accruecl. Any final billing amounts, tu inclucfe any late fees or any otlier expenscs incurrecl in (lie eollection of an overclue aeccaunt iuust be raid rrior to (lie County's aeceptance of tlie project for filing. 2. Tlie unclersibiiecl agrees tliat tliese fees are clue anci rayable uron reeeipt of the billing as specifiecl above. ~ 3. Any invoiees not paid witliin 30 ciays oF tlie invoice clate will Ue subjectecl to a late fec cliarge of l°lo pcr montli (12°Io per year) on Ilie unpaicl balance of the account anci any aceruecl late fee charges. In aclclition, if any outstaiiclinb Ualance on tlle account for this rroject is not raici within 30 cfays of the irivoice clate, no fiirtlier reviews oF the project clocumeiits wilt be concluctecl uiitil the entire account balance is raici. Any Ualaiice on (lie accoiint for this rroject not raicl witllin 65 cfays of ttle invoice clate may result 'tn legal action or the initation of otlier collection proceclures, inclucling rcferral to a collection i-igency. 11ie Sro»sor wiU Ue liaUle fur any anct all exrenses incurrecl Uy (lie County fur (lie collectioti of overclue accounts. 4. 'i`iie montlily billing siioulcf be scnt to tlte attention of: . NAMC: ADDRCSS: CITY, STA7'E: Z I P CO DE: Pf ION C # : I unclerstancl that failure to pay thesc Fees may result in clclay in completion or arrroval of the rroject or other rossible sanctions. If this fee agrcement is camplclccl Uy sameone olhcr than tlte Sponsor (i.e., the projcc;t owncr or aprinciral in the firm sponsoring Ihe rroject), sucli as the Engiiieer clesigning (lie projcct, Ilien written atitliorizatio» frorn tlie Sponsor speci(icully ntiliioriziiig the Abeitt tc► exectite lliis ree Abreeiiiei►t is att<<cliecl to tllis Fee Agreenieiit. SIGNATURF By: ~ , (I'RINT NAMC) , RETUitN YELI,OW Cni'Y 'I'O SI''OKANC C()UN'C'Y EINCINCrRS k\pV\agrccmcn.fcc 8/20/93 IAr ,not, n..,..,.~....,.. n..,, I,,rn (1(17l.h l11711 !q(1111 dt;,_,flfl RAY /g;(1(11 d9;(._d719; - m SWANSON SULLNAN 6-PLEX DESIGN CALCULATION REPORT April 21, 1994 og w"a~ ~ ~ •~r~ 0 ~psl ONAL $ EXPIRES 06/2Z/ 95 WYATT-JAI'KIM ENGINEERS W. 1801 BROADWAY #110 SPOKANE, WA 99201 (509) 328-5139 OFFICIAL PUBLIC DaCUMENT SPOKANE COUNTY ENGINEER'S OFFlCE 0 6 QLANA L F=XW PROJECT # 35-lm - SUBMITTAL # -ar RETURN TO CC+UiVT1( ENGINEF-R e STORM DRAINAGE ANALYSIS SWANSON SULLIVAN 6-PLEX PROJECT DESCRIPTION: 1'he Swanson Sullivan 6-Plex is a group of four parcels of land located at the intersection directly west of Sullivan Rd. and south of Upland Drive. The legal location of the project is more generally described as beinb in the Northeast quarter of Section 2, Township 25 N., Range 44 E, WM, Spokane County, Washington. The property is located within the Urban category and is within the Aquifer Sensitive Area (ASA) Overlay zone. The soil in the area is classified as GgA (Garrison) based on Sheet 67 of the Soil Survey of Spokane County, Washington. A copy of this sheet is attached. The GgA soil is excessively drained and has moderately rapid permeability. Based on the Spokane County Guidelines for Stormwater Managernent, this soil type allows the use of Spokane County type "A" or "B" standard concrete drywells. T'he drainage design for this project is composed of a single parcel analysis providing a typical design layout for each of the four parcels. The intent of the design is to retain dra.inage within each parcel to provide '208' treatment and drywell injection. PROJECT PURPOSE: This drainabe plan will determine the storrn water facilities required to adequately handle the runoff from a ten year design storm in post development condition. In accordance with the Guidelines for Storrnwater Management, the "rational method" will be used to determine the peak discharges and runoff volumes for the various basins. This method is considered adequate for basins less than 10 acres in size. Numerous graphs and charts which appear in this publication will also be used and referenced accordingly. CALCULATIONS: The total basin area and the impervious basin area used in the following calculations is summarized below. Using the # of lots divided by the total basin area, Table 1 in the Guidelines was used to determine a runoff coefficient. This coefficient will be compared to a weighted average coefficient combining proposed impervious areas with proposed permeable areas. The larger of the two values wil.l control. Due to the size of each parcel and the natural drainage patterns on the site, one-half of each lot area (the east 1/2) will be considered as contributing to drainage concerns. TYP-BASIN AREA IMPERVIOUS AREA OVERALL BASIN FT2 ACRES FT2 ACES #LOTS DU/GA C 1(Typ) 22,000 0.50 7900 0.18 1 2.0 0.25 Weighted C=((14,100 x 0.2) +(7900 x 0.90))/22,000 = 0.45 > 0.25 from above. Therefore C= 0.45 controls for overland flow. One '208' basin and one drywell was desi jned for each parcel using the guidelines identified in addendum #2 - Modified Rational Method Hydrographs. The peak flows for the each parcel will be disposed of in one type "A" drywell. This drywell will be utilized 'ul combirlation «rith a'208' basin to adequately treat and dispose of the stormwater runoff. The type "A" drywell and '208' basin will be located on the northwest corner of each parking lot. See the included drainage basin layout map for the '208' basin layout. PROPOSED 6' HIGH SIGHT ~ OBSCUftING FEhCE I 110' I ~ APPROXIlMATE I ~f LOT LINE I ~ r I I ( ~ I I o ~ I E}QSTING SITE -CONTOURS HAVE NOT NATURAL OR PROPOSED ~ BEEN PROVIDED GRASSED SURFACE I '208' AREA ~ 28 I DLEVEL SITEVIRTUALLY ' ~ ' ' f~ ~n . . . . . . l SEE '208' DETAII~ ( . . . . . . . . . . : ~ I IN THIS REPORT ~ 26• ~ FOR LAYOUT ~ R5 . . . . . . . . . . . . ~Q..P~►'~I~. . . . . . . . . . . . . ..I DOTS REPRESENT - - . - . . . . . . . . . . IMPERVIOUS AREA ~.'.'.'.~.~.~.pARK~!XG.'.~.~.~A~1~:~:~;-;~A~CES~•.'.'.'.'. . . ~ ~ ~ . , . . . . . . ~ ~ ~ ~ . I ~ x '-'.'.~•~•g-.~'L~X~.~-'.'.~.~. ~ . . . . . ~ I FNAL GRADING I a . . . . . INVOLVES A 1% GRADE FOR DRAINAGE I E NATURAL OR I I GRASSID SURFACE ~ 110' ~ I I PROPOSED 6 1 2. wo WIDE SIDEW ~ CA) SU VAN RD r ~ 4/21/94 S CALE : 1" = 40' J ~ TYPICAL LAYOUT ENQ/NEFRB 0 BURVEYORB SWANSON SUI.ZIVAN 6-PLEX V. i.n n~ro mmmr~ ~ ~ ` ~ MGE Ot PROPOSSD .50' ASPHALT PAVAWENN? DRAII'IAG$ Sl'BUCPURB ~ 13' , ~ G TE EIEVATiON ~ ~ . t ~ 9 (t~p) IINSPAI1. (fRA3.9 TURF f OR 30D IIi POND \-FIAT POHD BQT'!OY ElSVeTION BOTTOY. AS SHO1Ri ON PI11N5. TYPICAL '208' POND WITH DRAINAGE STRUCTURE SECTIONAL VIEW c . ~ EMG/NEERS m SUR 1/EYORS '208' WITH DRYWELL W. 'm efQ"D'"'r10 t01 TM" Pn . / \ 32 13= ' MM 70-sM TYPICAL BASIN Total Basin Area= 0.5 Acres/Parcei Number Units= 1 ti~ DU/GA= C=0.25 (Table 1) C= 0.45 Weighted Ave. Guidelines CASE 1: OVERLAND FLOW: Ct= 0.15 Overland Flow n= 0.400 Figure 3, Guidelines ~ s= 0.010 L= 73 FT Time of Concentration GUTTER FLOW: L= 68 Gutter Length Gutter Flow Depth Assumption= 0.1 Rd. Slope= 0.01 n= 0.016 Concrete Z= Inverse of Cross Slope . ~ 7/n= A= SF Q= 0.7 Figure 18, Guidelines v ~ `titi'~q..: V= FPS ;;r: Tg= Min ..x•.~«.,uti~ ti«,,.. ~ T= ::~aDuration, Figure 2, Guidelines I(10 yr)= .3..1.5__. Figure 2, Guidelines Q(10 yr)= CFS CONTROLS OVER CASE 2! Thus, Tc= 5.3 OkayE! CAS E 2 : IMPERVIOUS ONLY: C= 0.9 1= 3.18 Tc<5 min (10 yr Storm) A= 0.181359 . <<:>:~•.,..,;.:::..~....,:. Q= ~:2~; C F S Project: KRUGER Basin: TYPICAL BASIN Designer: Hoisington Date: 4/25194 Time Increment (min) 5 "208" Pond Width (ft) 20 ZO- aYv_ Time of Conc. (min) 5.3 "208" Pond Length (ft) 30 ~ 7 Av,!!2. Int. @ Tc (in/hr) 3.15 "208" Pond Area (sq. ft.) 600 Outflow (cfs) 0.3 "208" Pond Perimeter (ft 100 <)5' Design Year Flow 10 "208" Pond Volume (cu. 337.5 312, Area (acres) 0.5 Impervious Area (sq ft) 7900 C' Factor 0.45 C"Area 0.225 Time Time Intens Q Dev. Vol. In Vol. Out Storage (min) (sec) (in/hr) (cfs) (cu.ft.) (cu.ft) (cu.ft) Tc I I I I I ~ 5.31 3181 3.151 0.711 3021 951 2071 1 1 1 1 1 1 1 51 3001 3.181 0.721 2881 90 l 1981 10 l 600 2.241 0.501 3571 1801 ' 1771 151 900 1.771 0.401 4011 270 1311 201 12001 1.45 1 0.331 4271 360 671 251 15001 1.211 0.271 4381 450 -12 1 301 18001 1.041 0.231 4471 540 -93 351 21001 0.911 0.201 4521 630 -178 401 24001 0.821 0.1811 4631 720 -257 451 27001 0.741 0.171 4681 8101 -342 501 30001 0.681 0.151 4761 900 -424 551 33001 0.64 0.141 4911 990 499 601 36001 0.61 0. 14 1 5091 10801 -571 651 39001 0.601 0.141 5411 11701 -629 701 42001 0.58 0.131 5621 1260 -698 751 45001 0.56 0.131 5811 1350 -769 801 48001 0.531 0.121 5851 14401 -855 851 51001 0.521 0.121 6091 15301 -921 90 l 54001 0.501 0.111 620 16201 -1000 951 57001 0.491 0.111 640 1710 -1070 ;0• ~ 100 l 60001 0.481 0.111 6601 1800 -1140 - - i, y"208" Drainaqe Pond Calculations = ~ 7~7 ~ Required "208" Storage Volume : =lmpervious Area x.5"/12in/ft 329 cu. ft. ~ 2? ac 20. ~ 4- (d• -,7=y 94 "208" Storage Provided 337.5 cu. ) 2-1 312 Ci Drvwell ReQuirements - 10 vr storm 04 Nl--t= o LAMLC,61--- Maximum Storage Required by Bowstring 207 cu.ft. .5e Number and Type of Drywells Required TyPe „A,. Type "B" 0 TAB I.E 1 ~ RUNOFF COEFFICIENTS FOR STO&`1 SEWERS ROLLING HILLY - FLAT 2X --lOX OVER lOX Pavement and Roofs . . . . . . . . . . . . . . 0.90 - 0.90 0.90 Earth Shoulders . . . • • • • • • • • • • • • 0.50 0.50 0.50 - ~ Drives and Walks : . . . . . • • • • • • • 0.75 0.80 U.85 Gravel Pavement . . . . . . . • • . • • • • • 0.50 0.55 0.60 ~ City Business A.reas . . . . . . . . . . . . . c1. RO 0.85 0.85 Lawns, Sandy Soil . . . . . . . . . . . . . . 0.10 0.15 0.20 Lawn, Heavy Soi2 . . . . . . . . . . . . . . . 0.17 0.22 0.35 ~ Grass Shoulders . . . . . . . . . . . . . . . 0.25 0.25 0.25 : Side Slopes, Earth . . . . . . . . . . . . . . 0.60 0.60 U. 6U Side Slopes, Turf . a . . . . . . . . . . . . 0.30 0.30 U. 3U _ rtedian Areas, Turf . . . . . . . . . . . . . . 0.25 . 0.30 U.30 Cultivated Land, Clay and Loam 0.50 0.55 U. bU Cultivated Land, Sand and Gravel 0.25 0.30 0.35 Industrial Areas, Light . - . . • • • - • • • 0.50 0.70 0.80 Industrial Areas, Heavy . . . . . . . . . . . 0.60 0.80 0.90 Parks and Cemetaries . . . . . • • • • • • • • 0.10 0.15 0.25 Playgrounds . . . . . . • • • • • • • • • . • 0.20 0.25 0.30 Woodland and Forests . . • • • • • • • • • • • 0.10 0.15 0.20 Meadows and Pasture Land . . . . . . . • • • • 0.25 0.30 0.35 * * ~ * *SINGLE FAMILY RESIDENTIAL (Dwelling Unit/Gross A,cre) ~ (Sandy and Gravelly Soil) 0-1. U DU/GA . . . . . . . . . . U. 15 . 1.0-1.5 DU/GA . . . . . . . . 0.20 1.5-3.0 DU/GA . . . . . . . . . . 0.25 3.0-3.5 DU/GA . . . . . . . . . . 0.30 3.5-4•0 DU/GA . . . . . . . . . . 0.35 ! 4.U-6.U DU/GA . . . . . . . . . . 0.40 6. U-9 • U DU/ GA . . . . . . . . . . 0.60 ~ ~ 9. 0-15. U DU/GA . . . . . . . . . . 0.70 i * Assumes flat lot plus one-half width of abutting street. Other configurations should be checked by combining individual runoff factors for each various surface. . ~ Date 4/4/84 -^TAB I.E 1 - , . . , . ~ / I ~ I~ ~ ~ T~_, . ; ' _ _ . _ _ - - • '-f•-T ~ - _I_ I i i ' ~ a~_~,_ I+ , -~---~~~_._-_----C---_ =~_~.i~~ _ _r.~=~.~_._---:I_....___'.i_ :~~1 ~ ~ ~ ~ H-1 - f-E_ jj~ i pi ? i ~ ~ 7-~ i ~ i ~ i-~--r-•+--~•;-~~ , ~ ; , r • ~ I -I I I__ ~ ~ . I ~_l~ T_ ~ i ~ _`•_t ~ 1 1~~~~ ' ~ I ~ -i._I._._._ ._L.. . ~S . - • - _LLC ~ . ; . ; ~ Y~.: _ .1.: ~ rn ~ ~ , ~ , ' ~ ' •~•-i ~ +-T - ---r-}-~ ~ I I ! ~ ~ ~ ~ ► ~ . ~ ~~r, ~ e .~i~. . r,..~ :-t-~--c-;... F S _~~f. T; i_,.. -{~-.~_I'_~ ..1 1 _~~~1J- ~L~...I --r-t-;-~-I~-~-~_.-~-~-•~• ' ~ I I_ .~_rr~~ . . _ ' .I . _ _ ~ ~ ~ ~ - T `~l - - ~ - - - ~ - -~--r - - _~I- , ' ' ' i ► , ► r-... -j - - - - H- ~ - - T ~ _ T_ ►~I_ r~t~ ~ - - - ~----------I-_~M-------~.J __I _ `~~~~--'1 i ' -lJ____- _ .1.~._U T-r ~ ' ' - - - - - ~ - _L! H - - f- - - -1 ~ri~~.~~ ' ~ ' - . .i..J - - - _ • _I _ _ _ ~ ' ' ~ , I ~ ~ ' ~ ~ I ~ _ _.J_ I.. _ _ . ~ t i.~ ~ - -.J _ ► _ ~I~. . _ . . . , ~ ~ ( ; ; , ~ D 30 ~ ~0 60 TQ gQ ' ..,90 ~ /00 /d , ,~0 . . . . . ...__.e.:_ . ~ . . ~ . . _ - : ~•_•,y ..C.:. : vG~~• . - . . " . ~ _ - . ~~.yy~'' . ' _ r~ w-..,.~,i,~3 , ~ ~ . ~ . (OV~f~O~• f•O)~{~~f~ ' ~ . . r1C000 n •w~..css coan~ct.r ...,~.c 10 9000 i .».e..,..~ .o...~.,.~ , 1. Sel ect the 90d0 ~ Mrror or c.... « ' ~ 7000 ,ec•••ec.. 04 c.o» ue.t .OB• - 1.0 ~ . 6000 3 •~•c•~.u•.~a a r.outa.aa n.4. .07 2. Locate tfle j -4 no, tou.I.o. Im .80 j ( ,Q6 propriate L 50o0 j 4 04:) 0 I cxauPLE utt o.i-to L-csi ~ .OS -.60 3. AL tf17 S 1 ~ 3007 ~ . .~.c. ~ f •o) decLh line , . S. i cn /n . .oo .:oo - ; e. u.. ~s: -.so ,~Eloc;ty s zJOO ~ . e a: U E LL- ' U- • 7 ! ...o. o 8.0 c•s ~---.03 ~ -.40 ~ 4. IF tne dis• Z pipe will L- oo ~ - - -I; Z -.oz ~ -.30 ~ 5. Ct-itical c C ! ~co ^ i are read ~ ~-600 0 r~ : - ~ ~ 0.015, in~ r : .20 re.:d or i L 4~.- = L~: vaiues of ! C) j w z .V~ IMSTAUCTIONS J Ct'it1Cdl C Q aoo .01 ~ w Q_ ~ or inLerp( cr ,to.t I„ a Z . _ Z .oos . and the vr - . :[•:~IN ~,/s[ r•~ . •ls .ufr V L l- t: • ,e. cn ~ Q .007 N -.io Critical c - _ o i 1.006 w ' significa; . i . . .s. s-.uo. . • - ' _ U .005 W .08 ~ ~ . ~ .~7 ' ~JJ ' I-lti~~CD [L V ~ SC ~ f.0•~ rOrOC••.~ O ~ 6C c ~ -.004 - ,06 ~ i 70 ; w a• . ~ 60 ~ n.. 0 -.05 • ' O -.003 ~ - . r ~ 54 ~~:o etrt•~.e ~ ' J m i i 1 asc~..u i ~ ' ° i,,•n" ~ . ~ -.04 ~ ~ 40 L 30 ~ x+i•~~•a n.*, ~•o• tor&t o•ac-.•at • -.002 _ t . C (~I~~I KCi1Q~/ O. t-[. Yl[ YO`9~~~~w l0 ' ~ QJ :[~Tw F • . • 0[t[~~r~t O f[CTIQM • /O• Q ` 20 f . ro at+t.~•[ asc..•cc ~ r~ - ~ -.02 r eo..o..e Q- . . I • ~I W . ~ L'O ! .oL.o. r.s..vc,.o. 1. : ' . ~ -.001 p . ~[t~~o.. •r .ssu.ce DL~~~ ~ ~ O~t~~• O /D~ . flOr[ •~Iq l~ •D ~[~~w f~(~ v~ • 0 • o , ~ -.01 NOMOGRAPH FOR FLOW IN TRIANGULAR CHANNELS 6-42 • 1 ' FIGURE R~ ?ti : - _ _ . = -~`-Y== . _~.'i.~.-rtx~-~~;-~ . _ - - • _ ' ~ • - ' ' • ' - . -c:-+.~~. ^ ,w...._ ' ` j,--~ . ~:,r""~!~uf'~ ~ ~ - . r . ±arw J ~ j. ~ ra i' .c , . ~ f rr r.~~~..~:►'. r .i~• ~ ~ s JO . y F~ ~ _ ~ r Y'af. ~ . ~ - - y ~ f~ i~ . ~ F n~, . .t . . = +~A ^1~i!~~,,~~.~ md~~l~F' _ . ,~'F.~ I',~ "