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THIERMAN N 1321 2 Pole Buildings CA Roofing Co I ~ N,' . ~ ' ~ • ~ .1 / ENGIl14IE ER'S REVIEW SHEET BLDG. PERMIT # -or -FILE# B94064-94 Related rile # ( ) llate to Review 4-27-94 Tinie 11:00 # PRE-APPLICATION Date to AA & DR Tin1e Date Received 4-14-94 Project Name 2 POLE BUILDINGS CA ROOFING CO No. Lots No.Acres Section - Township - Range SITE ADDRESS THIERMAN N 1321/N SHARP PARCEL # 13532-0101 Applicant's Name GORDON GAGLINO Phone # 468-3972 Address 11525 N NINE MILE RD Work # Date Conditions mailed Contact person Phone # FLOOD LONE d NO W S SCHOOL Engineer / Surveyor's / Architect's Name Planning Conpct Person Phone # 456-2205 Date SuP14itted Description Initials l1GREEMENT TO PAY FEES OR PRIORIT'Y 1pEE COMPLE'lE-D & COYY TO ACCOUN11NG FINAL 1'LAT FEES COMPLE"11.D & COPY TO ACCOUNTING NOTICE TO PUBLIC # 1 3 4 K~) C MPLETED ~ - 4R NN EDS TO I3E SIGNED 4 DESIGN DEVTA"rTON SUBMI'f'14ED ALTERATION r10 PLA1' - BLOCKS & LOTS I-IEARING F-?CAM _APPROVED _DENIEU-_APPEALED }3BC / PROJECT _APPROVEll _DENICD 4J c,A3A \f ~ - 7 - 9 4 f el-~ r ~ ~ ~Ifl b~'? y .1vi, ' , . ~ - • - , ~f , s . NV~ 1-r-1 A 54rcV ~ l'~' ~e,D ~ ~ -~1 `t ~ ~-~nn ~ ,.~.✓~.~2e~.~ -7 G(, ~ 7•--- I ~ - Y L v c o ? - ~ ~ ~,~1 ~'~z ti►-~ ~ 23 C f ~ k`p1l\reviewSor f e.A Nak--- I • r ~ zooo" 4X ~ S~ 5 1__ t~l RU!'OR'1' ()F 4/27/94 PRr_-APPIJCA'I'ION CONFFFtENCC 1321 N. '!?iicrman Raad - C.A. Compan}', 2 Polc Duildiogs for Storagc ~ rvnME ~ wnDKirct I cn-x ~ srw'rn I 71P ~ a Forn{ c o•R ^cT OWN[:Ft I Wally lamicsoo 6326 B. Sharp i Spokane ~ WA ~ 9421: 534-8113 u ISteven Gray 6326 P. Sharp , Spokane ~ WA + 94212 I 531-8 ! 1 J r--- ~ latucs /Ubright • 16326 E. ShTrp I Spokane ~ WA I 99212 ~ 531-811] ~ Rich Copdand ~ (6326 B. Sharp ~ Spokane ~ WA ~ 99212 ~ 531-8i i] CONTFtACI'OK ~ Nred Mark ~ P.O.13ox 141480 Spokane + Wq ~ 99214 I 924-O113 ARCH?I"wf lGordon Gagliaao 111525 N. Nine MRc Road Nme Mae Palls I WA ' 99026 I 16a-34'T2 ; x S'I'ATE ENVIi20IVMENTAL POIJCY ACT(SEPA) The proposal was revicwed by the Division of Building,s for compliance with the State Environmcntal Poliry Act. It was detcrmined that previously prepared environmental documents and threshold dctermination wcre adcquate to evaluate this proposal in accordance with WAC 197-11-600(2). 1liese documents are on file with the Divisian of Buildings. PROJECI' OVERVIEW T1vo pole buildings for storage oC rooGng material. They will bc unheated, opcn storage buildingc. Roll-type roofing materiaJ will be storcd. In Duilding B under the meczanine will be hcatcti. SUMMARY OF PROPO:iED oocu- LAND USE P/\M' CUNST PfitE PARCP-L ZONE ACTIONS TYPH BUILDING USE SQ.E'I'. GitOUr TfFH PLOVN RIA'IER PURVQIIOII / PHOlfE 331320102 I I-3 I ZE231-41 I Now BuUdiug A 8,000 ~ B-2 I uN + I.500 T. B. D.Kmlod I ICE-3-78 I Buifding B 5.280Total DISCUSSION TOPICS ~c'f:~.:.;,:~,t::, :G~R'.a- , er._ rnr,a~' ..c-~. .s*k'sr M~vrr•+al PLANNTNG DEPAR'IMENT (456-2205) CONTACT: JIM MILLGARD • Written comments were prepared & a copy givcn to the applicant. ' Submit a copy of the easement on Sharp. ' Illustrate & label all propcrty lines & centerlines of roadway rights-of-way. ' Provide veriGcation that no more than b0% of the site will be covered by building footprinL ' Off-street parking requirement cannot be determined at this time. Submit floor plans illustrating specific uses within all buildings, along with gross square footage of each use. * If the total cost of this project cxceeds SO% oE the Assessor's assessed valuation, tandscaping the cntire site would be requircd. CNGINCERING & ROADS (456-3600) CONTAC'I: BOB TURNER ' Written comments were prepared & a copy given to the applicant. `::c-20 rr.de aa:t:.•e^: to S!:3rr is reqLired to be pavcd & submit a copy of the easement. " If the total cost of this project excecds SO% of thc Assessor's azsessed valuntion, the entire site must be retrofittod for 208./ HEALTH DISTRICT (324-1560) CONTACI% DARYL WAY ' Mr. Way was not prescnt at the meeting, however, commcnts were prepared & a copy given to the applicanL • The existing on-site sewage system & septic tank have been pavoed over. Contact Hcalth District to resolve this. ` Construction debris must be disposcd of at a liccnsed disposal site. No on-site burning or burial is authorized. FIRE DISTRIC'T NO. 1(928-2462) CONTACT: PAUL CI[ASE ` Mr. Chase was not present at the meeting. Contact him at the abovc nucnber for Firc District requircmcnts DIVIStON OF BUILDINGS (456-3675) CONTACT: KEN JBFFREY • Effective 4/1/94, commercial projects must comply with Nonresidential Energy Code. 'Ihe heatcd area under mouanine wiit be affected by this. ` For information on the Americans with Disabilities Act,call 1-800-435-7232. ' Show access to mezzanine. ' An additional acccssible parking space is not requircd, howcver, thc cxisting one may have to bc updatcd. ` Gheck out the si.ze of columns for the building & structural calculations. SEE I7EVERSE FOR GERMlT RELEA SE RfOf!liEMENTS j ~ - R ~ t , ; r 1 1- A C, 'T' :f fa H 1= E i`! h! F* 0 U ~-i f' : ia. :i: D:li-,! 0 , _ , ~ . . . 4I Ci i~'c :C i~ F' 1~( iy r~a .1' :1: 0 i4 r ~i ~f r~a i:: "r: ..1 lJ Ft 1: ;a D:C T:i: 01 H:- 1i 4' R =9 a R t:l L.. i... R E 1=' r.a Ri.: Fi_. :5 5 i37,.Ci(', . fJ W T iE: R ~ i, 10 R'Y' i•i i i'. 1 F' f-t 0 F-' f:-'-'I~~ ' f i::: i 1=':I: t:---i... El D t:+ :0 041 •i 6 i:) f~ :a TF< E E °t' ~0 i3 13 : i N TI°i 1: i::: Ft ri Fa N Rx) l (-t ~ A C 9 rj )60 D D R E ::i :*a I S f=` i:l K ra r! 1: w A 9 9 2- i 2 I rl C T V f-, i::;,ij 1::' i::.hH1= i ~ ~ ~ iU ::i i u 4a i::i 2 i H '1 {-i 1: i-: R m r! R, la I A S'~ X; Ci ~ H i.i ra :7 "S: 'x ~ ~ I) Z) F-t i ::i ) F` t:i "f' F1 h` X') :C "f R1 i:: T : "('D 64 i.i i F' R 0 1" ~ 6 i C, i, r•) L. : ie: A T S F' Cl k: A N E D X) M i.i 1} i:: f::..t. .i, 3 U I? P T tq Ci iyi l.i Ii i:Y b ~l a s x{ i::: C:; r=i R f-'"T C:1 N W 1.._ M ti f=' !='t il A H ;a f 5 0, 2, . G 4 t . I S Ci 1=' i:. /i.. H i:l F i°i 1.5 S 1: f:! H r i V E . . . . ...f:s 1~~*~ .f.. ~ I•~i C; i~! r a i. tY T. ~ , i~d i~:; .~t I~•i G.i i°~ rl f~c 'T~ 0 ;:i {-I r~ t i i°' r•'~ 'v l:: 5 ti 2..~-1 F, "i r~t ~ i., 'i~ 0 "t~ 6 1... i~~i it f" i... 1) C, i... i:t f.. L. i: i i.! f~ I°I 1:~ 1~( i l~ ; i~i E. °t' 11.1 i:)~~ r •i : S:s E I:~ T 1 t~ ~ j•:) "1 i:$ 5 ~ 0 0 '5r i i~ l') 0 41 .t# 4 I`~ f~l I. . I`f f' ~ t1',~ 0 `i> i~: ~~;1 ~ i~i i~'• C:i i••i ;a : i;~ ~ ~ - . . . . . . ~,T c'~;~F~fii...i::. : ~~~5`.:: 0 ` . lm U )Uc3O . ; . _ . . _ _ _ . . . ~ry _ 1 C. ~ 1 :ar'~ i _..1 _ 1 G. 5 u r:~ r.; r ~ i f~. J: r~1b~T . tfJ ii . l . . , ~ . . . . . . . : , ; . r.. , , ~ ; ~ - i~; , , . ..i.. ~ i:s r.s .L , j . ~ ~ r i r~ . i- ~ rt . 1.. •i i : r., (:.'s 0 0 4 i~) Ia 1::: c . . ~ • Page 2 3. Please submit a copy of a recorded property deed from the Auditors office for the subject property. Upon receipt of the deed our staff will prepare the RID/CRP agreement. 4. 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: a. Thierman b. Sharp D} Insufficient information was submitted with the proposal. _ We are unable to proceed with our review. We will need the followinq before we can proceed: l. Site Plan. 2. Drainage plan as specified. - 3. Other information: a. A parking and traffic circulation plan shall be submitted and approved by the Spokane County Engineer. The design, location and arrangement of parking stalls shall be in accordance with standard traffic engineering practices. Paving as required by the County Planning Ordinance, will be required for any portion of the project which is to be occupied or traveled by vehicles. It is illegal to back out onto the Right of Way. b. Provide a copy of any easement associated with this project. E) Utility Condition: Permittee is responsible for arranging for all necessary utility adjustments or relocation as required for completion of the improvement. F) The owner of the property or the authorized representative must complete and sign Spokane County Engineers "Agreement to Pay Fees". This document must be returned to the County Engineers Office. Plan review will not be completed until this document is executed. This document is attached to these comments. Please return the completed Agreement to your contact person at the Engineers Department. The applicant or his representative has been given a minimum requirements list. This list is not inclusive of all the requirements needed but should be used as a minimum guideline. Without the "minimum" requirements the Engineers Department may not be able to perform a complete review of the project and could result in prolonging the period before permit issuance. Only after all the information and requirements listed above are supplied or completed and the necessary review has been accomplished will your building permit be released. Your contact person at the County Engineering Department is Robert Turner, 456-3600. . • . Page 1 OFFICE OF THE COUNTY ENGINEER SPORANE COUNTY, WASHINGTON Project: CA Roofing-2 Pole Buildings- Date 4-27-94 Address: N. 1321 Thierman Parcel No: 13532-0101 Ref No. B94064 The County Engineering Department has completed a review of the above referenced project. The following information must be provided in order for us to proceed with our review. A) For any new 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. B) 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. Thierman, Typical Roadway Section No. 1, Collector Standard. b. Sharp, Typical Roadway Section No. 1, Access Standard. All required construction (sidewalk/curbing/pavement) within the Public Road Right of Way is to be completed prior to the release of a building permit or a financial guaranty in an amount estimated by the County Engineer to cover the cost of construction or improvements shall be filed with the County Engineer. Required plans are to be submitted prior to estimating the amount of the financial guaranty or permit release. 2. As an alternative to the required road improvements the County will accept an RID/CRP agreement "Notice to Public No. 6" on Thierman, and Sharp. ~ . Nok,14 CA eo . (~E)ofi4m DN, ' ~ • ' y F ~4 TAI ~ ~~1 A~ i' IT~r . ~Wje 4qo# . i , 64rxY%.* op, ^leWr~ ~i&p "ovwr . ~ ~ . , . . i ~ • ~O . ~ ~ F . ~1 ' y - S ~....,...T • ~ r- a . ~ . ~ - - 1 _ _ . _ ~a - - • . Ltrl~~'r f i[N ~f.i. ~ ~.OtiN+7~ '~'1~~ ~ . , i \ . • * " w - ~ • . • rL,l ~ . . ~ • ~ '4 , " ' ~ ' • ` ' ' ~ „ ~ ; L~ , • ~~~1~+,~. ~'-1 F&W il.f]l~f.0 ~7 • r ' f• Fr1~G~ ~ f ~ ~ ~ \ J , . ~ w. cx~~~e~~ AA-~rm&-~r ~•~rc, ~,~vf~~ ~ t~ - tQ , ~~~~►~~►~c. ~~~uM~~ b~-~~ ~ ~ , ~ ,Q. 4• ~ (~'wu~~~ ~ r ( wGw.&i r%yps e.~L.4.Y ry) 16; ~ , ~ ' ~ • , ~ ~ ti~, ~ . ~ ~ ~ ~ ~ ' ~u~l.~~~~ ~ ~~crr,r~~~s fif~~~sr~c~ ~ , i . . „ AO~ ~ ~ - ~ ~ r.:,:~..~, t ~ON&I't TO SCO.N) ` s ►~1 ~~47 raQxj.. w rt Y~.Y ' arp ►.LOmca F ~ 4 . . 4 ~ ; 1 ~ • ~ RLPORT OF 4r17/94 PRB-APPLIGATION CONFERENCE 1321 N. "ibicrman Road - C.A. Company. 2 Polc Buildings for Storagc ADDRII,SS ~ CTfY ~ SfA'I$ ~ 7lP ~ PFfOM ~ corrrwcr OWNBR +w.w l..ffsce 16336 F_ Sharp I Spoicane I WA ~ 99212 ~ 534-8113 ~ . 4cws Gesq , 16326 E, Sharp I Spokane I WA I 99212 I 534-8113 I . l.aw* #i1r*kt 16326 E. Sbarp I Spolcane I WA + 99212 1 534-8113 I K ah C oprird ~ 6326 E. Sba rp I Spokene I WA ~ 99212 I 534 - S l 13 I C0ITRACTOR ~1-.ad M&A P.O. Bac 111480 ISpokwne ~ WA ~ 99214 I 421-0313 I ARCI{RuCT .C►o.dca Os~aro ~ 11525 N. Nine M,le Road I Nbe Mdc Fsl}a I WA I 94026 I 168-3972 I X STA'1E ENVI RONM ENTAL POUCY AGT(SEPA) The proposal was rcwewed by the Divisan o! Buildings for compliance with the State Environmental Policy Act. It was determined that ptcviousFy prcparcd eevironmeaW documents and threshold determination were adequate to evaluate this proposal in aocordance with WAC 197 - 11- 600(2). 'lbcu documents are on Cle with the Division of Buildings. PROJECT OVERVIEW 'iLvo po{e buikdingf for ttarage of rooCing material. "ey will be unheated, open storage building,s. Roll-type roofing materiaJ will be :totcd. In Bui{ding B under the merzanine will be heatcd. SUMMARY OF PROPOSED ocacu- w+D usE rwxr CONST Fcxe t/►itGEL ZOKE ALZIOIM: TY►8 YU[LDINa USB SQ.YI: OROUIP 1YPE FLOW WA'iER PUItVEYOR / THONE 331720102 1-3 Z9211-41 I Pl.w I BrOdb j A 4000 I B-2 I VN I 2,500 I T. B. Det.rmloed e.oar.a e s.uoroai DISCUSSION TOPICS (N.r++csibn., .aalll«,., u,d oonvdt«r to w►KC.n oommeM.) PI.ANNING DEPAR'i1rIBNT(456-2205) CONTAC'T: IIM MiLLGARD • Written commenu were prepared 8t a copy given to the applicant. • Submit a copy ot the easement on Sharp. ' IUustrate & labcl all property lines 8t centerlines of roadway rights-of-way. • Providc veriGcation that ao more than 60% of the site will be covered by building footprint. • Off-street parking requirement cannot be determined at this time. Submit floor plans illustrating specific uses within all buildings, alor►g with gross square footage of each use. • if the tocal coit of this project excoeds SO°!o of the Assessor's assessed valuation, landscaping the entire site would be required. ENGINEERING dt ROADS (456-3600) CONTACT: BOB TURNER • Written comments were prepared 8t a copy g'rven to the applicant. •'Ihc 20 R. widc casement to Sharp is required to be paved & submit a copy of the easement. • If the total cost of thia project ezcoeds SO% of the Assessor's assessed valuation, the entire site must be retrofitted for 208. EIEAL'IH DISTRIGT (324-1560) CONTACI~ DARYL WAY • Mr. Way was not pmuat u the meeting, hawever, comments were prepared & a capy given to the applicant. ' The existing on-:ite uwage syr,tem 8t septic tank hav+e been paved over. Contact Health District to resolvoe this. • Construction debris muat bc disposed of at a lictnsed disposal site. No on-site burning or burial is authorized. FIRE DISTRIC'T NO. 1(928-2462) CONTAGT: PAUL CHASE • Mr. Chasc was not pretent at the meeting. Contact him at the above numbet for Fire District requirements. DIVISION OF BU"INGS (456-3675) CONTACT: KEN JEFFREY • E[fective 4/1/94. cammercial projects must comply with Nonresidential Energy Code. The heated area under mezzanine will be affected by this. • For in[ormatioa on the Amcricana with Disabilities Act, call 1-800-435-7232. • Shaw aoceas to meuanine. • An additional aocessible parking:pace is not required, howcver, the eaistingone may havae to bc updated. • Chcck out the :iu o[ columns for the building 8c structural calculations. SfE REr£RSE FOrt PERmnr RFtFwSf AEOUrfEmEMS ~ r PFRMIT RELFASIC, IZEQUIREMLNTS Please submit scven (7) sets of revised site, drainage, and lanciscape plans plus three (3) complete scts of construction cirawings to the Deparlment vl Buildings for acknvwldgcment and distribution to all the appropriate agencies. In ord►er for all agencies to eApeditiouslyprvicess your project, it is important thatsubmittals include all nocessary drawings and documents to insure tbat review of your projec:t is completed in the least amount of time. Documents shoulci include: building adciress and legal dcscriptivn vf property. Spokane County's Project Review Coordinator will be John Larson at the Div. of Buildings (456-3675). 1PCANNING lENGINEERd HEALTH I F1RE I BUILDINGS, . • ~ . . ~ . . { . . , R , ,1 . ~ ...r ::•}:'t:: }:•::.;ZZ ~ .t.r 'V' t.ti•{{:::::::: ~ f: . . , y - - - . a tti~~ti ti \ . v? . : r.~ } ;{y.} ti \ . '.G.`t•1 4}. . ~•:r•}~;{r .~(.,{v,x/ r'.; `'r,:ti;?n ~$i}{ . . . . r . . . . . . , ;yo~ J.L. • t 1 . ti .Y.\ t:: f.• ♦ NL1'.~ ~ }':ti•:: . ~ti;}{f:Y•: f.. hVX:. •.'.Y . ~x•.y v:•::::::: ~'ti~ 'v:'v:ia '~'ti{~ • . 1 • ♦ 1 ~ Sti }i}} } ..ti • }1 • • . ; . ti. . • . ; . . • QA.Y?2~Ck` ~'v`2a ♦ .ti+~•. . .~+~w::.~:.:. . . . . . . . . . . : ..t.:.~t~::•`.,•:ti~:.~..t..... ~~~.`ni2?C ..222 ~ • . . • . . . . . •i. ' • ..~..r; . ti. ~•r r r ri • r~: ':{..tirvti::•{r:~~: :~ii'•'r.~:•i:•i:•}:•:::y:~:::~'~':~~ •~r:?~r::<4: , .~.L;;.ti~..... : . . • ' . . . 1 ll I Curbing around landscaping ~ X 21 1 Exterior liRhting/direction of illumination ~ X 31 1 Exterior storage areas ~ X 41 1 Fence location, height, & type X 51 1 Landscaping of parking lot ~ X 61 15 feet T~pe III landscaping along Thierman ~ X 71 1 Landscaping (location, species, size) ~ X 81 1 Parking stalls (nwnber, striping, dimension, directioaal arrows) ~ X 91 1 paving ~ X 101 ( Traffic control devices X 111 ~ Drainage plan (swales, drywells, calculations ~ X i • '?:':4:~:..;{,;:r..}}~. . . . . . . . . . . . . . : v: •r r+: :•::r: ••m:: •:.v:.: ~:r:::::::::: :::v.+•:.v v:: ::v:••::_::::::: •:::::::::.}•r.•{ . ••r{::.;. • : . . . ~ .x.titi.m r . { ?i •1}'•. .4 ~ . L,... . . ; ti. vr.::.~.fr:k y+~( yt •.tv. v.w. h{.ti tii~C. ~.tivkr}}} . r~ •r: ~`}}r }'r~ix: .rti., {.};:.;kYr: . i ~i}Y4 . YsY:: } i:.•i.; v::: . :ti . . . . . _ • . : . . . ~ {r {h' , ..i~'.. r{•:•:•....ti r.•: ~ ~ ..ti ~}'r :.S•:1?~r{1C'. L .aC':~:t{C,~, ..Z. ~ti'/.• ~Y r . : . . . ' ~;}'r . C; ~+Y-0~~~~ : yr • r •.y;' •:~w::: • . ~$i:ti :r~. :•ti~v:•:•: :•i:{:'r:v~7: : } . . . ~ . v x ? r:~; ti . . ..?i~.•.i t~. )?%S.. ~ '~7~ y :}S'~:. . ti•.,,, • ~ ti r. r k:^ :a::~::. ..ti . ~ :~~ti~ll:.~.' ~ . ~~:~~i;i~i'A~~:::~:::•:ti ti~'r': i 121 1 Irrigation system X 131 1 Nursery estimate X 141 1 Promissory letter for landscape requirements ~ X 151 1 Agreement to pay fees & minimun requirements list X 161 1 Approach permit for access to Thierman & Sharp X 171 ( Recorded property deed X 181 1 RID Agrccment for Thierman & Sharp X X X terials list 191 1 Crih'cal Ma . . . ..,v. ~ . . . • • :•r.r...r: • ::~rr . • : r . .......r..... . ~ Y ,,,~ti, . : ..r::: .r> r ..f.r ~,f•>: ; r . ~ . . . . . . . . ^r~ }y h ~ tf.:rl.~?~r' . v"~ •Yti?ti~ •i}. v . iti{w: ti ~~n~ ' r. ~:•i: ' 4i ?r'::•:•: .v: v: r • ~Y:tivi.y'i.:~:tiv:.},v,i:~ti;{:,v, . . . . : ~kxi~ ~1v,n r.ti..~.::: r l.v .tyi.. :rn ~ . M1•rr ~ r:•}:•::... .1 • : v{ L/. : . . . : . v . . . . • ' • : . . :.~•:.t• :.ti {r :•:{•~ti ti ti.5f.tititi~? i v.v:.1 • v~titi::.:.: r. i~~ti~. ~ti ti ti ~ ' v ~ ~S'ti~ :y: ~:~i}:•}:• ~ . . . . : ~ ~ } ~ : } ~ . ti'' `.:{:v: v: ~ Sti•}: : r • . ti ':ti• • ,y,.}•.}•.~::•.~. }~{S. . k?}rh r'.;~.!•.~;Y: {:fii: .Y.......... . . . . ~ . . . _ _ ~'~K~~:•:¢:~:~~~.~;:,..............{.~~~:~~..{:.:,~,..{:,-{:,. . . . . ~ ~ 201 1 Lighting budgets X 211 1 Structural drawings ith wet stamps & calculations X 14~L- ' u~jbf Co8rdinator Signat(/ - Page 1 OFFICE OF TFiE COUNTY ENGINEER SPORANE COIINTY, WASHINGTON Project: CA Roofing-2 Pole Buildings Date 4-27-94 Address: N. 1321 Thierman Parcel No: 13532-0101 Ref No. B94064 The County Engineering Department has completed a review of the above referenced project. The following information must be provided in order for us to proceed with our review. A) For any new 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 drywel ls proposed. 7. Elevation of drywell inlets where applicable. 8. Copy of the proposed landscape plan. B) 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. Thierman, Typical Roadway Section No. 1, Collector Standard. b. Sharp, Typical Roadway Section No. 1, Access Standard. All required construction (sidewalk/curbing/pavement) within the Public Road Right of Way is to be completed prior to the release of a building permit or a financial guaranty in an amount estimated by the County Engineer to cover the cost of construction or improvements shall be filed with the County Engineer. Required plans are to be submitted prior to estimating the amount of the financial guaranty or permit release. 2. As an alternative to the required road improvements the County will accept an RID/CRP agreement "Notice to Public No. 6" on Thierman, and Sharp. ~ , Page 2 3. Please submit a copy of a recorded property deed from the Auditors office for the subject property. Upon receipt of the deed our staff will prepare the RID/CRP agreement. 4. 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: a. Thierman b. Sharp D) Insufficient information was submitted with the proposal. We are unable to proceed with our review. We will need the following before we can proceed: 1. Site Plan. 2. Drainage plan as specified. - 3. Other information: a. A parking and traffic circulation plan shall be submitted and approved by the Spokane County Engineer. The design, location and arrangement of parking stalls shall be in accordance with standard traffic engineering practices. Paving as required by the County Planning Ordinance, will be required for any portion of the project which is to be occupied or traveled by vehicles. It is illegal to back out onto the Right of Way. b. Provide a copy of any easement associated with this project. E) Utility Condition: Permittee is responsible for arranging for all necessary utility adjustments or relocation as required for completion of the improvement. F) The owner of the property or the authorized representative must complete and sign Spokane County Engineers "Agreement to Pay Fees". This document must be returned to the County Engineers Office. Plan review will not be completed until this document is executed. This document is attached to these comments. Please return the completed Agreement to your contact person at the Engineers Department. The applicant or his representative has been given a minimum requirements list. This list is not inclusive of all the requirements needed but should be used as a minimum guideline. Without the "minimum" requirements the Engineers Department may not be able to perform a complete review of the project and could result in prolonging the period before permit issuance. Only after all the information and requirements listed above are supplied or completed and the necessary review has been accomplished will your building permit be released. Your contact person at the County Engineering Department is Robert Turner, 456-3600. VARIANCE # API'LICAN'I~S NAMF [3 LD G # Cv ~ 4.0 y -t G" OTHfiR # MAILING ADDRESs.r ~ 3 2~• ,G.~. ~ S I 3) , T R 13 ~ PARCEL # PHONE- HOMF ~y`~//•~ , 4(ob 3q -Z ROAD NAME //~i t/~n~a v~ PHON - W ~ E ORK The followi.ng documents are needed before the Spokane Couury Engineer's Department can begiu processing your variance or building application as approved. (509) 456-3600 AGREEMENT TO PAY FEES have beea collected. RECORDED COPY OF DEED, DEED OF TRUST, contract or conveying instrument. These may be ~ obtained froai the Counry Auditor, 2nd floor of the Courthouse. : I.EGAL DESCRIP'IZON of your access easement. " A LISTING OF NA.MES of individuais who will be. si ' the documents. These indivi u g~g d al names- should appear as the person(s) legally sig-n their flame. l/ A CURRENT ASSESSOR'S MAP which depicts the location of your properry. OWNERSHIP NfICRO-RLTN. These may be obtained from ihe County Assessors, lst floor, of the Courthouse, Jefferson entrance, 2nd door on the left. Tkie necessary documents will be prepared by the Engineer"s Department, Right-of-Way Section, upon provision of the i.nformation noted above. You will be notified when the documents are ready for signature. The documents may be sent to you, 6owevec, IT SHOULD BE NOTED T'HAT ALL SIGNAT'URES MUST BE NOTARIZED. The Engineer's Department does have notaries available if you c6oose to sign the documents at our office. ~Please caU when ready Please mail when read Y Notice to Public ~ Ri ht-of-Wa g y . \ COMMENTS - ` , Right-of-Way Agent Fonvard to you from k1plMotice.I92 . ~ log in Date: Parcel 3~• a% O'Z' ' Road Name/No: % ~4 • ~ ~ PUfpO$0: 9 y a(.'y Preparbd eY: O aX~.,,~100.~ . ~'~U ~ 8 19 Rey By: (Land Dev) NO. 6 ,~LN NOTICE TO THE PUBLIC ti1F~~ RID wAIVER, AGREF.MENT AND COVENANT: . 'KNOW ALL MEN BY THESE PRESENTS, That North 1321 Properties, a Partnership, being the ownere of the following described. lande in consideration of Mutual senefits to be hereafter derived do for themselvea, their heirs, grantees, assigns and successor(e) in interest hereby agree to authorize Spokane County to place their name(s) on a petition for the formation of a Road•Improvement District (RID) by the petition method pursuant to Chapter 36.88 RCW, whieh petition includes the owner(s) property, and further not to object, by the Signing of 8 ballot, or not to proteet to the formation of a RID by the resolution method pursuant to Chapter 36.88 RCw, which reeolution includea the owner(s) property. If a RID is formed by either the petition or resolution method, as provided for in Chapter 36.88 RCW, the owner(s) or euccessor(s) further agrees (1) that the improvements or construction conternplated within the proposed RID are feasible, (2) that the benefite to be derived from the formatfon of the RID by the property included therein, together with the amount of any County participation, exceedsthe coet and expense of formation of the RID, and • (3) that the property within the proposed RID is eufficiently developed. Provided, further, the owner(s) or aucceasor(s) ehall retain the right, as authorized under RCW 36.88.090, to object to any aseesament(a) on the property as a reault of the improvemente called for in conjunction with the formation of a RID by efther the petition or resolution method under Chapter 36.88 RCW and to appeal to the Superiar Court the deciaion of the Board of County Commiseionera affirming the final aesessment roll. It ie further.agreed that at euch time as an RID is created or any Road Improvement Project •is sar,etioned by Spokane County, the i.mprovemente zequired (curb, aidewalk, drainz.gn cc-nt~~ ~!,q)d paving to*ex:.stinq pavement) shall be at the so.le exoense of the ' unde.r,aigned' -owner, their heirs, gr8ntees and -,assigne without any monetary partic'.pat.~c?q- b.y Spokane County. • . . . ~ . The KID'~aaive~ contained in this agreement shall expire "after ten (10) years from the date of execution below. However, at the expiration date the owner(s) or successor(s) agree to construct the requfred improvements at their own expenee; pay to Spokane County the then estimated cost-of.the required improvemente to enable the County to complete the same; or'furnieh a bond or other secure method suitable to the county, providing for or Becuring-to••the County the actual conetruction of the improvements. " ' . ' , , ; • r: - , . . ; ; . , ~ . . . • . The above conditiona andcovenaritapplyto the•following.described property: That portion of MUDGETT'S SUB-DIVISION OF BLOCK 6 EAST SPOKANE, as per plat thereof recorded in Volume "K" of PLats, Page 33, together with the vacated street and alleys included herein, being more particularly described aslfollows: BEGINNING at a point on the West line of Theirman Street which is 582:64 feet South of the centerline of Mission Avenue;.thence S 00°16'06" W, along the said west line, a distance of 210.18 feet; thence N 89°05'36" W, parallel to Sharp Avenue, a distance of 502.31 feet; thence N 00°16'06" E, a distance of 209.83 feet; thence S 89°05'36" E, a distance of 330.00 feet; thence S 89°12'30" E, a distance of 172.31 feet to the Point of Beginning; situate in the County of Spokane, State of Washington. Located in Section 13, Township 25 North, Range 43 East,- W. M. These requirements are and shall run with the land and.shall be binding upon the owners, their heirs, successors, or assigns. (over) IN WITNESS WHEREOF, the undersigned has caused this instrument to be executed on this /374 day of ~1•~ Y 1991y ~ NORTH 1321 PROPERTIES, ~ A PARTNERSHIP BY~ STATE OF WASHINGTON ) COUNTY OF SPOKANE ) ss I certify that I know or have satisfactory evidence-that WF- is the person who appeared before me, and said person acknowiedged that (he/she) signed this instrumentrA n ath stated that (he/she) was authorized to execute the instrument and acknowledged it as the ~'~2tAJpf NORTH 1321 PROPERTIES, to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated: -:f= /-.T -9 y~ Notary Public In and for the State of Washington, residing at Spokane. r o fw a y i fo rm s\rwd e ed \kmh . , . ~ - ! ~ . r• ~ S P O K A N E C O U N T Y DONALD C. BROCKE'IT OFFICE OF PROSECU7'ING ATTOF2NEY County - City Public Safety Building PROSECVnNC A7TOttNEY W. 1100 Mallon Avenue Spokane, WA 99260-0270 (509) 456-3662 SCAN 272-3662 M E M 0 R A N D II M To: Ray Moon, Righ y Division, Public Works Department V uty Prosecuting Attorney p From: . Ronald P. Ark rxi Date: May 18,.1994 Re: Requirement of RID Agreement as Condition of Approach Permit. On May 12, 1994, you provided me with the following scenario: The owner of Property A, as a condition of obtaining a building permit, is required to obtain an easement across the property of another (Property B) in order to provide access to Property A from Sharp Road, a county road. Property B runs adjacent to Sharp Road. Given this situation, you asked whether or not the' owner of Property A could also be required, as a condition of o`b. taining an approach permit to Sharp Road, to have the owner of Property B sign an RID agreement. , For the reasons set forth below, it is our opinion that such a condition should not be imposed under the above circumstances. Analvsis Pursuant to RCW 36.75.130 "no person shall be permitted to build or construct an approach to any county road without first obtaining permission from the board [of county commissioners]." The board of county commissioners "may adopt reasonable rules for the construction approaches which, when complied with, shall entitle a person to build or construct an approach from any abutting property to any county road.i1 1RCW 36.75.140. a o a a a Crimiml Division Civil Division family Law Dcpartment Fraud/Drugs Unit Juvcnilc Departmcnt County-City Pnblic Sa(cly Duilding 4V.1115 [iroadway tiV. GOl Mallon Avcnuc N. 721 Jcffcrson W. 1208 Mallon Avenuc W. 1700 MaIlon Avenuc Spokinc, WA 99260-0270 Spnk-inc, WA 99201 Spokanc, WA 99260•0270 Spokanc, WA 99260-0270 Spokanc. WA 99260-0270 (509) 456-5767 SCAN 272-57(A (509) 4S.R•24SG SC_AN 272-2486 (S(NI) 459-6416 SCAN 272-G416 (509) 456•6046 SCAN 272-6046 (509) 45G-36G2 5CnN 272-3GG2 ~ ~ . , MEMOR.ANDIJM - 2- May 18 , 1994 Spokane County has adopted such regulations in Chapter 9.14 of the Spokane County Code in order "to insure that the public's health, safety, and welfare are met. "2 Issuance of a"development and approach permit" is required before the construction of a county road approach.3 In reviewing all applications for approach permits the county engineer is authorized to: Impose conditions in conjunction with the approval of the permits necessary to insure compliance with the purposes and provisions of this chapter, and insure public health, " safety, and welfare and/or provide minor deviations to standards where conditions warrant.4 The county engineer is also authorized to develop and administer standards applicable to all approachess; and may deny an approach when the location is deemed hazardous to public health, safety, and welfare. 6 Therefore in order for the county engineer to require the owner of Property A to obtain an RID agreement from the owner of Property B as a condition of an approach permit, this condition must be: (1) "reasonable" (RCW 36.75.140) ; and (2) necessary to insure compliance with the purposes and provisions of Spokane County Code Chapter 9.14], and to insure public health safety and welfare (Spokane County Code § 9.14.070(3)(B)). Consistent with these requirements, the Washington Sup'reme Court has summarized the rights of the owner of Property A as the holder of the easement across Property B, which abuts a county road, as follows: [T]he owner, or proprietor, of property abutting upon a public thoroughfare has a right to free and convenient access thereto, and that such right carries with it entitlement to just compensation if taken or damaged [T] he rights of the abutting occupant are not absolute, ZSpokane County Code § 9.14.010. 3Spokane County Code 9.14.070(2), 9.14.110. 4Spokane County Code 9.14.070(3)(B). SSpokane County Code 9.14.120-.130,*9.14.150. 6Spokane County Code §9.14.140. ► ~ . MEMOR.ANDUM - 3- May 18 , 1994 and are subject to a reasonable exercise of municipal police regulatory power, due regard being given to convenience and safety of the public and rights of the abutting occupant.' Balancing the interests of the owner of Property A against the County's, it is our conclusion that the proposed condition is unreasonable. Imposing such a condition on the owner of Property A creates a serious impediment to the development of his property. The owner , of Property B may-be unwilling to sign such an agreement, or may require the owner of Property A to compensate him. , If the owner of Property A is unsuccessful in obtaining the RID agreement, he is denied access to Sharp, his easement becomes useless, and his building permit is endangered. Conversely, the County' s need f or the RID agreement is at present - -speculative. According to you, an RID is not being fonned. The proposed agreement is a contigency in case an RID is formed. Moreover, there is no showing that the formation of an RID is necessary to the health, safety and welfare of the public utilizing Sharp Road. I hope the foreg6ing is of some assistance. If you have any further questions, please contact me. , R.P.A. " 7Lenci v. Seattle, 63 Wn.2d 664, 678, 388 P.2d 926(1964). ~ - ~ ,~++~c+~r~~~, _..s:,,..- -=~til~r: ~ - - - - . . ~~4,•, • - . fZLED MR ftCCORD AT RCQUES'T' OF . , ~ RLr . . fiLEO ~~j • ; ~:~.;•~-1'TRAliSA.~4~ERICA TiTt.E • . RFa►J~~. c W1iI=..N Rf:CORDED RETURN TO ^PR u 1.~ ~i J i . . NA1+11:: WALM AND SClfWI:DA. P.S. 94040G0115 src.: , . . . . ~ . AI)URIiSS: 2200 North Pines ftoW j5r)0pnE1625 CI7Y. STA'IT. 7.IP: Spokane WA 99206-4756 STATUTORY WARRANTY DEED 711r: c;unrrruks, ORVILLE REF,S and DELORES Z. REFS, husband and wife for and in cunsidcri:tor, ot Tcn Dotlars ($I0.04) and othcr valuable consideraiion in R►snd paid, cunvcvs and wartanu to ttICHARD COPF.LAND and MYRNA COPEI.AND, husband attd wife autd WALLACi; S. JAMIk:.CON and CNARLEIVE I2. JAMIFSON, husband and wife and JAMES ALARIGHT and ALI3RIGHT, husband and wife and STEVEN G. GRAY and PAMELA R. GRAY, husband and wife tl,c following describai real estate, siwate+d in tbe County ot Spokane. State o[ Was6ington: * dba - %rth 1321 Propcrties /4/ 13 a ; Ttent portion of MUDGh:TT'S SUI3-DIYISION OF BLOCK 6 EAST SPOKANE, as per plat thereof . recorded in Volurne "K" of Plats. Page 33, together with the vacaied street and alleys including heiLin, bcing more particularly described as follows: REGINNING at a point on the West linc of Thiennan Strcct which is 582.64 feet South of the center line of Mission Avenuc; thence South 0°16'Ob" West, along said West 1ine, 210.18 feet: thence North 89°OS'36" Wesc, parallel to Sharp Avenue, 502.31 feet; thence Nocth 0°16'06" East, 209.83 feet; ' ehence South 89°OS'36" East, 330.00 fcet; thence South 89°12'30" East, 172.31 feet to the poiwt of ' bcginning; ' Situate in the County of Spokane. State of Washington. . . SUB,IECT TO: Easements, rresstrictions, reservations, provisions and agreements of record. D~eci of Trust dated Jcu* 30, 1989, recorded July 6, 1989 ur.dEr Auditor's ►vo. 8907060013, Assigr.mer.t givEn to Nbrth 1321 P1npErtiES dated FFbruary agte~sytb a°u~dear.c~`~y a2Cojc~grg eodjEsNE~°ra12. (:rar.t~ Dn't't:D: t•Lar:h 30, 1994 940050-79 ~ Ultv1LLF w. kHES E;cc,se ~ =~r ~ ~ . S31£ %j:- ~ •,J i ' ~ • , ' l ' _ ~...u► . j 7 i CO~. D'r_LiakE-S Z. KEES STATE UF WASHINGTON ) )ss. . . CUUNTY OF SPOKANE ) Un this ' r7 day ot Aiarcb. 1994. befare mc Personar aPPeared Orville W. and Dela+es Z Rem to me known to ae tbe iadivfdtt&L drscritxd in and wbo execuud the aithin aO farcgoing insuumcnt and xtaow►lodgod thtit chey sibaod tbe same as cbcir free aad voiuatary aa • . :u.._ lrctii, for tDc uacs and puuposcs tbrnin mcniionod. ' . Ctvi.:~'V under my b2nd and officW se.zl the day and year tast above wriueo. . . CT~tlllli111lllllll111l111l1il111U11tIW1111~1~91fl~ - ~f f itial 5tat E _ R013ERT D. WALI)O +C STAh 0F ~r~ _ ~ = C4k.,'%Tr Ot SPOW`1-E - r - -.r,x.prss.vl ExaAEs 15 OTARY PUBLIC in and for the Stuc of . ................•~~»+~~t+~~~+~tus~~s~st~~ttit~ wash;ngcoa, Rcsjding ac Spokanc !►iy Appointmeiu Expirts: 8-15-97 - - - . . . , > , : r . , • ~ . . , + - ''y~. i. . . . _ , ~ ' • . ' , , • ; • - . - . • ' , - , joY,* - , . , • , , r . , . . ~ ~ ' •I . • , ' n. . . r~d . 4B~t (a~.~ B(~)_- SESSI C]NI R 1 C 10 14n 39 /(--)6f94 ACT' I L7hl aS SCREEI`I :ANFCJ lJSER7: D n I NG? ~~SESSOR' S :C NF nRrlAT ! QI'J DATA SCREEN J IJRTSD ICT I(]N== 11 YR=~5 ROLL== RE PARC:Cl...== 351 7:2.(? 102 (7WItlE1=i $ NOFITH 13211='FiOl='EFil" ES 't r=' :f. E.I__D BOL7k:: e 0t:?416 C?P S*,C'REET 2 i f(--)13^ i i\l "fF-i IER{'1AIV RD 3 A C 1:1 e AC 79--0060 AI)DREa:Sa2 SF'QKAhfE W A 99212 2 A C'T'V n STAT ~ A 4 g EXIb1Pp E XIvIO: S I 1-lJ S qoc i]. ~,21. IV T F-I 7EkMAIV RD 2 ADD[] : IU :3A:-a So Y RDIaREwiS 2 5F='0 TAk DISTRI C:T d TD264() T F'ROF' n- 6 15i ) LEGAL.. o E-AST Sh'CIKIF-hIE: AUD !"ILJDCaE:TT ' S ESUB a'1"N OF iIUl?GETTS SUB BEG AT Fa f=' l" 0 nl W L!V fJ F '1" H:[ l= r-i MAN ST 582e64F= TS aF C, :LN QF IVI ISSl: C] NAV E TH C C1N'T G3 AL G SI:3 LN 2:l i t3 F T Thl WF' A Fi "1° GSI-I ~-1 F".F' A V E 50:' p a 1 FT ASIIT4 7UT'AL rikl"-LD CL.S-•l._D BLnC-1 QThiER 0/I; ME"fl-{OD BC7EISBTAu A F INAL ASMT: 285q (~)00 185 q (q)0u0 c,) 5 b q C.) i 3 i) 4 4 R cr) Cy 0 N $EX EMI-'TIONSn 0 TAXABLE: 285100c) ~ALE-- 1 °f.: 94(")c:y 5(:)78 TJAI`E. d (--)3 25 94 I NST e WD 1"F'iAN: C PFi :C t=:E : 19C~„ 000 SFl l_ i ; . e~3 c=~i~~ ~ c_~ 4 c~~ ri.) A"f E~ c=~ 4 ; e~3 1 N ST a "f ~t A i~! : C F' I C E: 2(-) q i >oo 4B-Z A~.a B t ) ----S E_S S 10 N 1 R I C 1C.) 1 10 225 5/ 12/94 A( ;l" :C 0N: S SCFiEEPa : FiItIF= U USEFi D : NO ASS*C'SSOR'S I I`!l-= QR1"!AT T C)lu lDA'f RSC:REEN J U I-'- :f. SD G l" 7: C7hi = 11 YR_- 95 Rt]!_ L=w Fi E PARt:: EL.. = ; ; 51 2. t ~ 110 l'~WNf:~'t 2 I}UUL3f-cTI~ a T'AI~ I) I~`iR1A ~ 2 1= :G LwL..D E{UOK; t_~04 16 OF' 5TREF"I" 2(;)C)b8(--)c,' E lE{C;GApWAY AVF= g ACO: A5 90-0082 ADDFZESS 2 5i='OK"AiVE WA 9 9=' 12 g AGTV o STGT: A 4 T EXMF'n EXI"li.)w ST Tt.JS 2 E SHARP AVC 2 ADD0 : N aASa: Y ADJDF;CSS 2 SF'C) TA JC? IcaTFi I (:-'T: Tt?264i ) t F'F1OF' u10 ; C) LEUAL a EAST SF'OK'ANE ADD 1"iL1DCETT 'S aUEi F'l-f\l OF i"ILJDGFTTS SUB BEG AT A PT ON 4J Ir! OF 7!•-I IEfi h'I Rh} ST '7 2a82FT S L7 F C/ L N CJ1= I"1 xSS10 NAVE T a-I S AL_ uSD W L. N 3(-.)c i FT 1" C] hl 1... N C] ~SHARF' AVE TH WAl_ C a D fV L_ N A Ga lYl T ~ 7 C] 7' A L. M~::: -LD CL. S--.. L I) L BL_ D G-- J. Cl -f Fi C R C.i ;R ME THGD BOE /~BTAv A i_~ c~~~3 0 IV F T N!~ L_. ~4 f~l T n 95,00 $C X E!"1 F' TT ONS: 0 I! 9 A SALF- :i. %4 R-9c_ii ~56:l 9 DA"i'E: o 05 04 99 T. NST.- OC -f FRAN ; C F''t"- x CE e 1 12,1 C) 9 z~~~~~~ i SAk_E:-- DA"C'F' ;c I iV S"f" N TF'iA IV e F'Rx CE e . , 4 L~ ~ A a B0.._ SL"= S3 I 01\1 I f=z .l G 9. t ) i. l. ° ^ 5 5; 1. 2/ 94 At::Tx oNoR aCFiEEh! L_f'Gl_ U aERIDa !NO C:HANGE--FiEA5lJyJ n LE GAL_ T7E:Si.:,fz IP`!° 1 Olu ;JUrt :E S1D I f"T T C71V= 11 ROL..L-= RC: F'ARCEL= 351:='2a 0t 1 0 Y1=_(~R= 9; PAGEa 1 L:L NE* DE SC: :C F`-f° T Q N 1--• :k it ) EA(,-)I* SPOKANE r'IDI) f"iUx) .~'.~ETT ' S SUB PTN OF MUDGE"i"T,.~'a aU~ ~EG AT A 02_.. 1 2t: j P1" Cl N W L N O1= TH:[ ERMAN i T 792.3: F 1" S ClF C! Llu q F Evi x SS:E 0 N A V IM i):1 30 I"ri a ALC; SD W l._It1 _3,C_>oF"T Tp h! t_N DF SF~iARF=' AVE: T~l W ALC SD i\l t_N c?4-- 1 40 '294 p:`; :LFT -1"0 "fhUE Flf.]D TH €:QhIT Oh! P\I lr..N OF SD AIV°l:.- 2(?F3FT TH 114 a_- 1 a~~j I i-•1 E. P? i}8FT `E' H S T Cl l' Fi U w F' OI:-~ i )6-_ (--)7.... tje. (-)9--- 10... --12-- . (--)6-*L.(:)C>9 h-1CAI?k°:.Fi CHAI\IGE=. 4E':t;t A~.=i Eto.__SESSaClN1 R 1 C 1f ) 1l: ;'7 12rs4 r cTIcaNnS SC,=tc- ENaAN~-~ t7 u:~ERIDa zNc, ASSESSc~~ ~ ~ ~ NFoRMa-r z Orf DATA Sc~~EN JtJf1:[ ;_-iD:t CT x ON_= 11. YR:=: 9:.:, hOi_.L= Rc PARc::cL= 513-2a (:)J. (-_)9 OWNER J BROWN L..,E1'NRIIVI.J COMP1'iiV f q .1. NI., L l- .1. c.L_.D B00i'1 n t l( )4 1t~ L~~'' STR~ ET 1 542; E T~ENT AVE 3 AcOa ras 90-0082 A[./ d! I`l EJS I. SPlJ r:.ANG W(-i 7' 902*11. i'' 12J5 J. I^I CTY S ST1'^i T n" A I EXMF'A EXMD. 5:['rLlS 20z:;r6 6ti:5 ESHARP AVE f ADUd..~lo N .a(iwaS: Y AIJDFiEES~'.r 1Sfi='C} l"A:t DISTRIC1" n l"D264t ) T F'RQF' 0 51 5c:) LE:CaAI_ p E: i`aST SF'Qf-":ANE (1DD II11i?GETT 'S Sl.JB F'7'N (]F IrItJDGE:TI"S SUB BEG AT A F'"f C1N W LN C?f= Tl--i IEFiMAhl wi"f 7920 8^F7' S fJF C/{....N t71= M I SSI QN AVC T H S A k... G SI) W LN 0c i!= T T C7 1,! I_ 3V OF S!-i A Fi P AV E "I" f-I W A L. G Sr? N L N A4:) 1 Y •lr~~ 1 AL (if::T•-~LD E~L.~3•-LD ~'LDG•-- OT-I~.f; G: ~i hYIETFiDU DdE /s~..~ TA n p 1° 1' IVA L_ A Shl"I" n 29 5q c~) 0 C) 165„ C_)00 Cz 1 v~, OOc;> 7, l\l $EX EM F''1" :10(y a a C) ~S' a A ic~~ TAXAI~LF. : SAi_.E-° 1"/ n DA"1"r p I fVST : 'TRANo F'RI CEa SAlwE- 1"/.: DATEp INST: TRAhf: F'RICE: Al•B~ a BO_-__'iiMSS:C Oh! I 1 C 1 C) 11 : 28 5/ 1 2% 94 1991 UNIFORM BUILDING CODE APPENDIX • . . Chapter 70 EXCAVATION AND GRADING . ~ ~ Purpose ~ . ~ ~ ~ - - ~ - ~ . : . • . ~ - ~ Sec. 7001. The purpose of this appendix is to safeguard life, limb, property and , ~ . . ~ - ~ • . the public wetfare by regulating grading on private property. . . . . . . . . Scope ~ ~ . . : ' ' ~ . ~ • ~ - . ~ - Sec. 7002. This appendix sets forth rules and regulations to control excavation, ~ ~ • : • ' . ~ ~ • . : ~ grading and earthwork construction, including fills and embankments; establishes ~ - • ~ - ~ ~ ~ ~ • . the administrative procedure for issuance of permits; and provides for approval of ' ' - _ • : - ~ ~ • . plans and inspection of grading construction. . ~ • ~ ~ • ' ~ - - ~ • The standards listed below are guideline standards and as such are not adopted as . • - . rr;.~ _ • < :~:Y: - : , ~ • ~ . ~ , .'-~~s~ part of this code (see Sections 6002 and 6003). . , • . . , . . 1. Testing ~ . . : : . . . . t - . . , , . . . . . - - : ~ A. ASTM D 1557, Moistur ~ . , . . e-density Relations of Soils and Soil Aggre- . ' . . ~ . . ' ; . ' grate Mixtures ~ ~ f ~ . : ~ . , • • ' • . . . ~ . B. ASTM D 1556, In Place Density of Soils by the Sand-Cone Method E • . • ~ ~ _ ~ • . , . • . . . ~ ~ ' ~ . : : . C. ASTM D 2167, In Place Density of Soils by the Rubber-Ballon Method . f-:_ D. ASTM D 2937, In Place Density of Soils by the Drive-Cylinder Method E. ASTM D 2922 and D 3017, In Alace Moisture Contact and Density of r h • ~ ~ ~ • ~ • • ~ : ~ Soils by Nuclear Methods . , . . . • ~ : . . , . . . . ~ ~ . ~ ~ ~ • ~ Permits Required { . . . ~ . . . , • ' . , , , . , , , ; . - Sec. 7003. (a) Permits Required. Except as specified in Subsection (b) of this . • . section, no person shall do any grading without frst having obtained a grading per- ' ~ . . , . . : • mit from the building official. x ~ • _ . ~ • , ~ • ~ ' (b) Exempted Work. A grading permit is not required for the following: . . . 1. When approved by the building official, grading in an isolated, self-con- . < - ~ • ; ~ ~ - • • ~ ~ • ~ ~ tained area if there is no danger to private or public property. ~ ~ • • • . . . , . . . , . ~ - . • . • . . - • • . . . . . . --1 ; : - . 2. An excavation below finished grade for basements and footings of a build- , • • ~ • - ~ ~ ~ J~ ~ ' ~ . . . ing, retaining wall or other structure authorized by a valid building permit. This . . . • ~ ~ ~ "•i'` • , : . . , . - - : ~ . ' ~ shall not exempt any fill made with the material from such excavation or exempt - ~ . • . . ` ' . . - , • ' . - . . any excavation having an unsupported height greater than 5 feet after the comple- . ~ • . tion of such structure. . . 3. Cemetery graves. • ~ , 4. Rcfuse disposal sites controlled by other regulations. 5. Excavations for wells or tunnels or utilities. • . . ' • . , - . 6. Mining, quarrying, excavating, processing, stockpiling of rock, sand, gravel, ~ ~ . . . - aggregate or clay where established and provided for by law, provided such opera- . tions do not affect the lateral suppoR or increase the stresses in or pressure upon any adjacent or contiguous property. ~ ' ~ - 993 - ~ • r- , . , .o . _ . r , . S P O K A N I~ ~ , . C U LI N T Y OfFICE OF TIIE COUNTY CNGINEER • A DIVISIQN OFTIIL I'UUI.IC WOKKS DEt'AR7MENT . Kona1t-1 C. Ilorrnann, I'.C_, Cuunty Cngineer Dennis M. Scott, I'.E., Director AGREEMENT 7,0 PAY FErS fzec , EiV~~~' d D ENGINECR'S ACREEMENT NUMI3ER ~ ~ 0 MAY 13 1 994 Tliis agreernent Vetween Spokane Cotinty anc1 Nort1~ 1321 nrox)erti~DF,~~,_ knanie-dr~crson) EM~NT wliose intcrest in tlie project is owner (I.e. owner, agcnt, eic.) ' is entered into this llth clay of P-1aV , 19 94 , Tltis agreement is arplicahle to the project known as: t.Jarehouse/Storaae Fuildincts, N. 1_321 Thier_mann, Spoka?ie, 147A, 99206 . (praJcci aouress or iiicnamc bc iiic numucr) 71iat tlie inciivicttials and rarties namecf herein as having an interest in tlie above cleseribecl property or project agrce to the fUllowing: 1. Reirnburse Spakane County for project review ancl iiisrection fees as srecifiecl in Chapter 9.14 of the Srokane Courity Cocie. Tlie fees will b;, basecf o» actual salary costs incurrecl by Srokane Counly for project reviews ancl / ar insrections rlus a ten rercent acltninistrative cliarge, ancl will tie billed montlily as accrtied. Any final billing amourits, to inclucle any late fecs or any otlier expenscs iiicurrecl in tlie collection of an overcfue account mtist be raid rriar to tlie Cotinty's accertance of the project fur filiiig. 2. The undersigiiecl agrees tl»t these fees are clue ancl rayable upon reeeipt of the billing as specitiecl above. 3. Aiiy invoi~C's nat paid w;tliin ?n da1~ of ~ 's:;ve:~~ c!~ie «,il~ ~~e s~:!~jectec! !o z late fee cliarge of 1% per month (12°la per year) on tlie uitpaicl balance oF the accouiit anci any aeeruecl late fee charges. In adclition, if any outstanclin6 balanee an the aeeount for Iliis project is not ra'tcl witliin 30 cfays of tlie invoiee efale, no fiirther reviews oF Ihe project clocuments will be concfuctecl until llie eritire account balatice is raicl. Any balanee on Ihe aeeount for tliis project not raicl witllin 65 clays of tlle invoice clate may result in legal action or the initation of otltcr collection rruceclures, inclucling referral to a collection agency. 11ie Sronsor will he liaVle fur any atlci all exrenses inctirrecl hy the Cuunty fur tlie callection nf overclue accounts. 4. The monthly hilling shotilcl be sent to (he attention of: NAMG: 1'1. 13 21 I?roperties c/o: 'n-teve 'Gray/1•1al? v Jamieson ADDRESS: ~ • 6326 ;-'zarn-e CIT'Y, STA`I,E: S r) o'=:a ne ZIP CODE: 99206 PIIONE (509) 534-n113 I uncferstancl that failure to ray tltesc fees may result in clclly in conijiletion or approval of the project or other rossible sanctions. ❑ If this fee agrcemcnt is comrlctccl Uy soineone other tlian tlie Sponsor (i.e., (lie project owncr or aprinciral in the firm sronsoring the projec;t), stictl as tlle Engiiieer clesigning tlic projcct, tlicn writtcn authorization frcam (hc Sponsor specificAlly ntitlioriziiig thc Abeiit lo exectite this Fee A6reei►ient is atlacheci to tllis Fee Agreement. . ' SICNATUl7F Dy: ~G G2A-4 , (I'1ZINT NAMr) I , Rr7'LJItN YEI.I.ow cOr'Y `I'n SV()KANE GOtJN'('Y ENGINCI:[ZS k~)V\agrccmcn.fcc 8/20/q3 W. 1026 l3roadway Ave. Spok7ne, WA 99260-0170 (509) 456-3600 rAX (509) 956-9715 ~ AW41_ S P O K A N E C O U N T X OFFICE OF THE COUMTY ENGWEER • A DMSION OF THE PUBLIC WORKS DEPARTMENT Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director TO: Gordon Gagliano 11525 North Nine Mile Road Spokane, WA, 99206 FROM: Bob Turner Spokane County Engineers Department DATE: 6-7-94 SUBJECT: Response to your letter of June, 2, 1994. Dear Mr. Gagliano, The County has reviewed your request for a waiver of 208 requirements. Based upon an average of 81,500 square feet of asphalt, an average of 6,800 square feet of swale would be required. Looking at the site it is possible to place swales around the existing drywells, raise the lids to be 6 inches above the bottom of the swale, and not adversely impact site circulation. Additionally, the new paved access road could be cross-sloped and run into a swale adj acent to the paved surface. Based on the information presented above and the County resolution requiring the retro-fit of 208 on projects with improvements over 50%, your waiver of 208 is denied. A new site plan shall be submitted. This site plan should include existing slopes, calculations showing the amount of runoff going to the swale, and adequate swale calculations. If you have any questions please call me at 456-3600 Robert Turner 1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166 ~ • << ~ NOTICE OF TRANSMITTAL ADDRLSS: 13 {I..~' r A ~ 01lfc~r ~4- y~o 7a r~ , I/~r e/" 1/ 1 N ~ I'n w ~ly 46 74 ARCrL NO./LEGAL BUSINESS NAME: P 0,A t~ Co M DCSCRIPTtON: PROPOSED USE: w ~ 5 l3 a Jo a . Ol,iS E S A. coNTacT: PHONE: 39 7 a REASON FOR TRAN'SMITTAL PREAPPLICATION CONFERENCE PRLCONS'IRUCTION CONFERENCE OTHER: ~ bATE: TIME: DOCUMEN'TS CIRCY;TLATED DISTRIBUTED TO: ~ ROM D6SCRIPTION BUILDINGS PLANNING ENGINEERS HEALTN SCAPCA FIRE DIST I ~ OTHER: ./'lSite Plan (new) (revised) ' r~ ad ~ iCritical Materials List ~ 1~~' . I X; M w<sa:u ° r,~~-• . IParicing Plan. ~ ~ . ~ ~„~~,,,k~,~s~~~~~'~~~ h ~ ~ •Mh~~r ~MM ~ ~ t..,.. . ISignage Plan ;m ~ Nos1 ws =1 bhtinb Plan ,Li rfs ~ . I `~~i`~ lDrainage Plan ~CSA?C.~4~ 4 3!~~:••thC::•:.~~>^l~~~~,N•xIJ%i.. •)0^:~T iD. .,.ry;~t ra~nage Calculations :u - ` ~ ~ . vn... » lAgreement to Pay Fees ~~:~;~;~-•~~~r,~~~`~~~~~ `z~s~ ~ - lIrrigation Plan I ~~~:~~V EN 11" 1~Q~~~.?.0 1! X. a ~~;t - ~ : -cn- ~ Landscape Plan s . • ~ i . ; ' l, ~ . . . , • ~{~~'~`'~r~~a~~~~ - . . 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GORDON GAGLtANO, AtA 11525 North Nine Mile Road o Spokane, Washington 99026 0 (509) 468-3972 June 2, 1994 Spokane County Engineers Public Works Building West 1026 Broadway Spokane, WA 99260 Attn: Bob Turner RE : CA Roof i ng N. 1321 Th i erman RECEIVED Parce 1 # 13532-0101 Ref. 94064 J U N 0 2 1994 D e a r M r. T u r n e r: SPOKANE COUNTY ENGINEEA i am.writing regarding 208 retrofit on the above referenced project. There are several factors which affect this requirement, and i'd like to outline them herein. The site is paved, almost in its entirety, as shown on prints which i recently submitted for County review to obtain a building permit. Based on field measurements, paving slopes at a grade of approximately 1%, to a row of 800 gallon drywells down the central axis. Additional drywells are located parallel to these along either side of the site, with similar slopejdrainage patterns. Being in an industrial area of the county, paving was likely done in this manner to permit vehicular access ouPr i,ne entire area--consistent with both its zoning and intended use. To be retrofitted for 208, drainage swales would need to be incorporated into this existing layout. Doing so would necessitate removal of asphalt around the individual drywells spotted all over the site, resulting in an almost impossible vehicular access situation. Trucks would need to circumvent the drainage areas, and because of the varying elevations of swales, asphalt, and drywells, a potentially hazardous maneuvering situation would exist for vehicles loaded with heavy materials. In order to lessen this problem, use of grass pavers has been suggested, as a compromise in lieu of swales. A recent conversation between the owner and a representative of Inland Aspha]t, however, resulted in a recommendation against their use. Essentially, they would not hold up under the weights of trucks driving over them and would break apart. Thus, i ncorp,orat i on of typ i ca 1 swa 1 es i nto the ex i st i ng drywell layout would not be compatible with the industrial nature of, not only this site, but any similar-use site. To achieve dMOa~~91yuaa QdaOOM MaQRE oOM CA Roofing page 2 drainage to meet 208 requirements would, in essence, necessitate complete removal of all asphalt, accompanied with total regrading/repaving to achieve a new drainage pattern. New drywells would likely need to be located around the perimeter, to provide reasonable vehicular access to the major storage areas. Existing drywells would be abandoned or need to be relocated. Th i s scenar i o wou 1 d be proh i b i t i ve 1 y expens i ve, not to ment i on unreasonable. In conversations with the owners, they have indicated that the volume of truck traffic normally traversing the site would be light. Access to new buildings would be for loading or unloading purposes only. As per considerations outlined in the need for 208 areas, we are not dealing with asphaltic roofs, nor with any type of HVAC machinery being added to the site. (Roofing materials being stored here for resale will be covered and protected, not generating any type of runoff). Taking these factors into consideration, coupled with the fact that this is not a new hard surfaced area, leads me to feel that a waiver from 208 requirements would be reasonable, and I`d like to herein request the same from your office. P 1 ease f ee 1 f ree to contact me to d i scuss th i s f urther , or i f additional documentation is required. Sincerely, Gordon L. Gagliano copy: CA Roofing-Wally J. Structures West ~ , . ~ S P O ~ A N~ ~ C O U N T X - OFFICE OF THE COUNTY ENGWEER • A DNISION OF THE PUBLIC WORKS DEAARTMENT Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director TO: Gordon Gagliano 11525 North Nine Mile Road Spokane, WA, 99206 FROM: Bob Turner Spokane County Engineers Department DATE: 6-7-94 SIIBJECT: Response to your letter of June, 2, 1994. Dear Mr. Gagliano, The County has reviewed your request for a waiver of 208 requirements. Based upon an average of 81,500 square feet of asphalt, an average of 6,800 square feet of swale would be required. Looking at the site it is possible to place swales around the existing drywells, raise the lids to be 6 inches above the bottom of the swale, and not adversely impact site circulation. Additionally, the new paved access road could be cross-sloped and run into a swale adj acent to the paved surface. Based on the information presented above and the County resolution requiring the retro-fit of 208 on projects with improvements over 50%, your waiver of 208 is denied. A new site plan shall be submitted. This site plan should include existing slopes, calculations showing the amount of runoff going to the swale, and adequate swale calculations. If you have any questions please call me at 456-3600 ./L~~:_.. ' ,~i'L-~ • G Robert Turner 1026 W Broadway Ave. • Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166 9 ~ P O K A N" U C! o~ 'LX C7FF[cE oF 'F~E CouNrrY ENCi~~JER • A Drvisranr or- TriE PuBuc Woxics DE-PnRTMErrr Ronald C. Horrnann, 1'.E., Covnty Engineer ❑ennis M. Scott, P.E., Director TO: Wa11y JamiesonJFred Mark CA Cotnpany 6326 E. Sharp ►7pokaneF Y'!A, 9921G FROM: BDb 'I'Llr'I7er' Spokane County Engineers Department DATE: 5-6-94 SUBJECT : 208 requirements for 1321 N,Thierman Road Dear Nir, Jarniesvn, Mr. , Mark, Review of the assessars records for the property in question and the canstruction arnounts given to the Building Department will require the Ynstallation of 208 drainage for the site. This requirement is based on County Resolution which requires improvements over 50% to meet current requirernents, as` was men'tioned in the pre-application rneeting. As 3 understand it, the Planning Department is requiring landscaping urrder the same conditivn. Pl.ease subrnit asite plan which shows 208 swal.es with the necessary calculations. This drainage site plan and calculativns should include 208 treatment for the access road, as it is over 3,000 square feet of asphalt. ~ ~ ` ~ Rob r~ Turner cc: Dennis Scott Gary Kennaly 1426'4N. Ba•aadu.Fay Ave. • Spokane, VVA 99260-01I0 - (509)456-3600 FAX: (509)324-3478 '1'DD: (5D9)324-3166 FRONi'°: Gagliano Architect PHONE N0. :+46E 3972 Jun. 02 1994 12:03PM P81 ~ ~ A o GORDON GAGLIAN4, AiA 11525 North Nine Mile Road o. Spokane, Washfngton 99026 0 (509) 468-3872 , , . June 2; 1994 Spokane County Engineers Public Works euilding kNest 1026 Broadway Spokane, WA 99260 A&t,n: Bob Turner R E s CA Roofi ng N.. 1321 Th i errnan . Parca 1 # 13532-0101 Rof. # 94064 ' Dear Mr. Turner: I am -wr i t i ng regard i ng 208 rEtrof i t on the above ref er enced project. There are several factors which affect this requirement, and 1'd like to outline them herein. . . The site is paved.,, almost in its entirety, as shown on prints which i recently submitted for County review to obtain a buiiding permit. 8ased on field measurements, paving slopes at a grade of approx imate 1 y 1%, to a row of 600 ga ) 1 on drywe i 1 s down the centrel axis. Additional drywells are located parallel to these elong eit;her side of the site, with similar slope/drainage patterns. Being in an industria-l area of the county, paving was 1ikely done in this manner to permit vehicular access ovPr the entira..aree--consistent wjth both its zoning and intended use. To bo retrofitted for 208, drainage swales would need to bo incorporated into this existing layout. Doirg so would necessitate removal of asphalt around the individual drywalls spotted all over the site, resulting in an almost impossible vehicular access situation. Trucks would need to circumvent tho drelnage areas, and because of the verying elevations of swaies, asphalt, and drywells, a potentiaily hazardous maneuvering situat ion wou 1 d ex i st f or veh i c 1 es 1 oaded w i th heav.y mater i a 1 s. in ordor to lessen this-prohlem, use of grass pavers has been suggested, as a compromise in lieu of swales. A recent conversation between the owner and a representative of Iniand Agph8lt, however, resu,i.t'ed in a recommendation against their use. Essentiaily, they would not hold up under the weights of trucks driving over them and would break apart. Thus, incorporation of typicai swales into the existing drywell layout woul*c! not be compatible with the industrial naturo of, not only this site, but any simi lar-use site. To achieve . FRO#,ft: Gagliano Architect PHONE N0. :+46E 3972 Jun. 02 1994 12:03PM P02 r CA Roof i ng p$9e 2 . dreinage to rneet 208 requirements would, in essence, necessitate - complete remova] of all asphelt, accompanied with totel ~ regrading/rep8ving to achieve e new dreinage pattern. New ~ drywelis would likely need to be located around the perimeter, to provide reasonable vehicuiar access to the maJ'or storage are$s. ExistinQ drywells would be abandoned or need to be relocatod. This scenario would be prohibitively expensive, not to mention ~unreasonable. I n conversat ions w i th the owners,the; m-e ii•ntdhicc-xa~WOMUMMUMN ,t~ruc~k~t.r~Qaq.f~,i~c-om o r^ a 1K1 y t a MM iun. Tgo t-4 hYewslis e wZ d-b e _ ,J1jjj9ih0t . Access to new bu i i d i ngs wou 1 d-be f or q1watdAwn9A,ogu,_n~-1-~o.a~-d~ n9 p-c~irp.o~s~e~s~olnr~l~►Y~. As per cons i derat ions out 1 i ned i n the need for 208 areas, we are not dealing with asphaltic roofs, nor with any type of NVAC mechinery being added to the site. (Roofing material9 being stored here for resale wi11 be covered and protected, not generating.eny type of runoff). Taking these factors into considoration, coupied with the fact thet this is not a ew h rd surfaced erea, leads me to feel that a waiver from 208 raquirements would ba reasonable, and i'd Tike to herein request the seme from your office. PTease feel free to contact me to discuss this further, or if additional documentation ts required. Sincerely, ~ l . ,c Qordon..1. . Dag l t ano . . copy: CA Roofing-Wally J. Structures West . ~ • 23 1"'1 ci~ ~ I t~ (q`~oi~.4 ~ ~HE: ~T- To~D ~ , (z-a ~t--`~~ Y4 ~ • ~ ~ Wd`'u:) p-e.Tpu ~ , ~ ► ~ . , , { n , ~ ~d ~ ~ ~ , ~ ~ ~ ~ , , , w, , , ~ , r ~ NOTICE OF TRANSMITTAL ADDRCSS: ('ROJLCI' ll: , , BUSINESS NAME: PARCEL NO./LEGAL uCSCRIPTION: /b . /.dh-1.G'.~✓it/~I ~ PROPOSED USE: ~ A' < CONTACT: PHONE: REASON FOR TRANSMITTAL ~ PREAPPLICATION CONFERENCE PRECON3TRUCTION CONFFRF.AICE OTHFR: DATE: TIME: , DO CUMENTS CIRCUi.ATED DISTRIBUTED TO: ~ DESCRiP'i'i0A1 BUILDINGS PLANNING ENGIN,E~RS HEALTH SCAPC^ FUtE D1ST / O''~iER: ~ iSite Plan (new) (revised) iCritical Matcrials List ~ ~ . . IParicing Plan. ~ ~ . w w~ w wiw ~~.r r...i ~..r ww~r ♦r w» ~M .w~.. iSignaga Plan . I I ~ M Y VI M I IM - ILighting Plan ~ . . . iDcaiaage Plan : , IDrainagc Calculations ommil , ~ t~l Y II ~11~Y ~~~M ~Y Y M~ YY . rIMIMM~.~ II~ MM MA ~ YY ♦~I M~~ M lAgreemcr~t to Pay Fccs lIrrigation Plan . ~ , ~ ~ iLandscapc Plan . . 6 . Promissory I,ettcr 0 • MF ♦ 6-1 ----tIW WI~A~~MY ~M ~M~• ~ I.SitdSCapC COSt ESi![riatCH W , ► Tcaffic Circulation Plan ~ ~Construction Drawings ~ r IFloor Plan ~ I I l l I 73rc aGovc itcros havc bccii IWAY g9l~ rcccr vct1: bttlllliy tfIg1AE f'jGg Date of Transmittal: Revicw Coordinator _ 1 ~ C1«<l►.m«i t►y: • . . • . ir~n~ iC/ 7/, 1C NOTICE OF TRANS_Y1,%,vY1ITTAL A 17 l)IZ LSS : f' 120J LClI' tl: i3US1NrSS NAML: 1'nRCLL N0./LEGAL • /l:,.~,o~,,~v D LS C lZ[ P'I' [O N: PROI'OSCD USE: . CONTACT: PHONE: REA50N FOR TRANSMITTAL PREAPPL(CATION CONFERENCE PRECONSTRUCTION CONFERENCE OTHER: DATE: TIME: DCICUMENTS CIRCULATED DISTRIBUTED T4: kECD DESCR[PTtON BUILDINGS PLANNING ENGINEERS HEALTH SCAPCA FiRE DIST N OTHER: ISite Plan (new) (reviserl) ; •r •:~r::;:;;;•.'s • h~ ~ ::r•:> ter'a( t a s Lis [ X~t'..~ "-:,k:: '•Yt:::~~~~.. F ''k . E _ %l::.::f}.?:• . ICritical M ~ ~•'..•.,~.'.`.'.~:~~"".....::f. 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CONFERENCE PRECONSTRUCTION CONFERENCE OTHER: DATE: TIME: DOCUMENTS CIRCULATED DISTRIBUTED TQ: ~ kECD DESCR[PTION BUILDINGS PLAPINWG ENGI_ NEERS HEALTH SCAFCA F1RE DlST OTHER: , i~- ISite Plan (new) (revised) . . ; :.k{:.v : i:: i}::::. t ry }i~ ':LL~i: ~ '~:ix"{ti ' ~ :.~r•" 'v: v ~ ~i:: : . :~~:::'}•"-r"v'f rf ~:v' '{:~r .Y.ti ICritical Materia[s List `>;:.N .r ..<:::::~-;4~.:::::::>=~:::•. : ;{:..}v :v.•. . . . •.1}:vii:_:~ [''v'fi:' " ~:?Y•i'{::•::?}:::.r$:::-... :~.-m.~.~.~ ~ . :::::.:'rr: :w... . 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Irri~►ation Plan :::::':vr.::::;::::::;.:~:•.:~~:_ I b I ~ I ~Y':::4::.;~ri::v{,::':':•}~~:T:L::{•~:i:'•i.;;_;:v.},vr::?::}:i~:r::•iii~:{:.{r::ii:v$7}i::?:'~<Y$:i::}i:•i`-::r?.~ 'ti : v: v.: ..r:•:: i: ~'..:•:tiiv: ~ rti : :i- i:: rk~ •:;r rr •'r ti; • - • f ~..{}r;:::t= :i: - w::::::::::-::•.,/.;~..: I X;. . ~;~t•::-•-:=:••::;..--- :.;~{i:~`-~r:;,t•, . : r.; Landsca e Plan :.v:~~~-- ....::::.-~:::.::..x•: i p ~ x-::::-:..: : r,.:.;.:;.i:::::.,rr>:.::::::::::::: ::r•: i:::>:>~ • : . :~r-~ - - - . ~ I ::::x: 'r"r..::r::. . - - • - >:f<:. - : ..~:A•::~::'-- - •.•i:i~':?:.•:; __.•:':::~r:xj7♦ ,~,.~,':i:j~J:S.`•:'•':-:i.~ :V.}i:•;..J... . ..".T.. . ~h•}"":"'.. . {.itiil{ ~ ; : •}$4:~~^..: •:R:.."'"_ ' .f•"' • '•}Y`}.."".i ry ..y...; .r :•r.v:::::.::: -:}::•:vJti..:. ?{P'ri>:.~.; . } . . Y.•:' '{v.: ~ ti.},: - ~r: ~:%•:i ~ i::i : i:{!~?f,•??: r :.:Y;-~ . Procnisso'J' Letter . ~ i'•::.: •:::.:.::r`µ~.~`..:.~::..T]~;~:: . ~"~::~::i:t..rf..}:: ti . .-.:}:v.~:.:::::~:::::•::: .....::i:ii:G:};::i+f~,Y,. " • :•nv5h':::}?:=:}. v.~: :-:::r~•:: :v . . . . . I ' .;,rr: Q:?!'vi.}:.::'v: ;.;n~;.::: .y:.i'r;-r • •:'F.{: :!'~y ~.3'•Y' v. v'"r . :•:•r:':; }ir';:;:; ??iS:ti:; `:.1•.: ~ _::'v}: ~ )on^> ' iC.•::• - • 'b?ii: i~: ii:?'4: } r } ' iJiYY "'rf ` i:>.'P~ri?Y.4 _ . . . ~r: ~ i:::::::::. , i:t..t~' i_~:.. • „ LandscaPe Cost Estimate •Tr ::r:~ r~.::::: :..~r~:::: •:::r:-: I:: : : : ~ !•'ti:::•:.•l.~.L...::: • •:f': :::~:1:l.} . ~ l~{ ' ~~ir~_..._ r r . . ti;~~-~ f::,.;..:.: . . :..---...~r:.:.:-::'. t .•-::•..,tiv:.::., , ~ ......ti r:::: . ~:.+r. s:: •.,...4.k..~•:... •,ti•ty- •r• ~:+.•r:t:;••;• ~'~:{fS:ii::_::{{^$? x,'S_~;:{ ~:'rf.ft.,- ~'t{::v~•.titiiryY • . ' ry~. : r: r}i~Aw: : i}::::': ti4:1, y ITraffic Circulation Plan ,k'}`}::-_ _}j-:.;t{'.. ' •ii~::y:;•: v::: , _ ; _:..v . . _ . . . . 1 _ ' '~'•Y:v~:.:.v...} ' i ~ri:•i:;:. ~ •.vr I . ~r}F~::•i:• ~:~i: •:Y: :f~. ti"'"i;::Sr:fiiiyii:::}i L~$$. }:4}' v.t }..+~::i:=•:i . ~i~ ~i}i:•:= '::ti~i}:•.•: ~ i: i ..4h-: ..v. r.. :•i:•ii ~ r::::. . ~ ~ ..v::::::. ~ :~::.}:•i • . r}'~.•l.v::.:•: r: 9 . ~1 rx:::::.: • ' r tv' r•: ~;;r':{{ Construction Drawin s .,.,:`:<::::;<::;~ :~..fr. . • • - . . :u:%'`'~• r:..~ a:_:`.:~i`•:~.~:« :~:,v.v:r.: : • . . ~ ~ •y,.. ..kr::: ~ - • 4}:.•. :-'r.: r}•[r:.: :~i i?.: r::_{.i::• • •>rr7>~ -?'F.:.•>i::: :.t.....:~:: $:~}:~-:::?ij.:.'.;5:'. • };~{~:7,ti.yj~::; r :jf1 .f,. . :~:vii"r'.:'~:: ..~.L:• rh+b.•.::::::~: rvXv.i.~T}:}_:••.r i~i::{':Fj:i::•:ji:i{S{'v:.:.}:'}!'Y:: - . . I :.w::: :.r~~.:: - r.ti•::•:::.: :•f: .r:.. .:f~:.;x•~ Floor P1an . . . - r?n.:.. . . : . ~ rx~: x:.: :•x.t :•r :"tt r I I! I i ~ I I I I I I , The nbovc iterns havc bectt rcccivcd: 4ty 91994 Date of Transmittal: Review Coord,nam: nginetall z'//'~ ~ Circulated hy: SPoktrne Coutitit Qivi.ciurr tif (3uildiii,s.c * 1026 Wesr Qre,adwtry Aveiruc * Spukaune, WA 99260 (509)456-3675 STRL'CTC'RES , ~ _ cl •st uct T C~C~' ~i { ~ ~ ti L~~_-_~U~~~~~ ~ n r i no , Inc. `~;ES , . . Co P.O. Box 141480 • Spokane, WA 99214-1480 Ph. (509) 924-0313 • Fa.c 922-4901 DA7E Joe No i 7 A T T E N T I O N ~~l~7~~ ~/IrI'~~~ - ` RE To t4l~zl - ~ N, i.~ ~ 7h1~~~1(J WE ARE SENDING YOU C; Attached 0 Under separate cover via the following items: p Shop drawings 0 Prints / Plans O Product Data ❑ Samples 0 Specifications ❑ Copy of letter O Change order ❑ COPIES I OATE ~ NO. I DESCRIPTION 4617 - /l/, RECEIliEI) ` 4 t~VUE ti~FU~i~~J~V7~ THESE ARE TRANSMITTED as checked below: p For approval O Approved as submitted ❑ Resubmit copies for approval 01-ror your use O Approved as noted ❑ Submit copies for distribution - 0--~s requested O Returned for corrections p Return corrected prints O For review and comment O ❑ FOR 81DS DUE 19 p PRINTS RETURNEO AFTER LOAN TO US REMARKS ' COPY TO SIGNED: . ~ Fauouti 14n1 ~.vices7 iK Gum rm 01411 If enclown• aro not es noted, kindlr notitp w at once. STRL'CTC'RE'S ~ 4_c.. _t1J~~ Co ~ , , Inc. ~'~'EST Li nstruction ~ P.O. Box 141480 • Spohane, WA 99214-1480 LJ Ph. (509) 924-0313 • Fax 9224901 DATE joe ~ ~Z.a ~ ,00-0.;P~~ ATTENTtO TO QE /l-o WE ARE SENDING YOU ' ttached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints / Plans O Product Data Q Samples O Specifications Er--C*Opy of letter 0 Change order O COPIES I OATE I NO. ( DESCRIPTION A&•' ZG~ ~i~~✓ - - ~ F n I, 6`, e.r, , r; 4 ~ JUN ~ 3 M4 { ~ p •a»SS' S_l~t~ E~V [M(~l~~~Q . THESE ARE TRANSMITTED as checked below: p For approval ❑ Approved as submitted ❑ Resubmit copies for approval 14?"for your use O Approved as noted O Submit copies for distribution - p As requested O Returned for corrections ED Return corrected prints Arlor review and comment O ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFfER LOAN TO US REMARKS Cv Z% /s y S~7Zt//GeS '7 ~U /~.?ars~~~/A1~ v~~ i~c' • ~ ~ ~~s . COPY TO T/~G . SIGNED: PaaouCiNO3 /nreos71K from~ r+ss 01i11 li enclosures •re not as noted, kindlr notlfy us at once. L . ~ _ ~ ~ ► 0 , ~ a r . GD WHOLESALE BUILDING MATERIAL "People And Products You Can Trust" Spokane County Office of County Engi neer 1026 W. B roadway A v e. Spokane, WA 99260-0170 June 13, 1994 Re: CA Company - Roofing Division Improvements at N. 1321 Thiermann Rd. Dear Mr. Turner; Thi s letter i s to reiterate our i ntentions to retrofi t the above property for "208" as discussed on June 9th, 1994. As discussed, we were misled by our paving contractor as to whether "208s" are required. Our intent is to compl,y with the code requirements by utilizinq the best availabl.e des i gn for our usage of the property. For th i s reason, we have hired a civil engineer to prepare a drainage and "208" plan. Along the lines of our discussion, we intend to submit a plan that incorporates those ideas that we developed in our meeting. As an indication of our intent to comply with the code requirements, pl.ease contact Jim Millgard with the Planning Department and Dary11 Way of the County Health District. In both cases, we modified the site plans to incorporate the necessary upgrades that they recommended. In fact, in both cases, the upgrades have already been completed. Our intention is to submit a revised site drainage plan and 11208" plan by July 1, 1994. It is also our intent to complete the "208" retrofit within two(2) weeks af ter we have completed the buildings and prior to final occupancy. i+ R E C F~~~~ ~ JUN 13 1994 COUfiTY ENGINEER LEWISTON SPOKANE TACOMA ROOFING DIVISION 5~.I'- °~-~--MttLWORK DIVISION 823 D Street N. 911 Th6erman Road 2122 Port of Tacoma Road E. 6326 Sharp Avenue (Giu Lam 8eams 8 Struc Joists) N. 225 Ella Road, Bldg. C-1 P.O. Box 1171 P.O. Box 11676 Tacoina, WA 98421 P.O. Box 11676 1102 N. Howe Street P.O. Box 11616 Lewiston, ID 83501 Spokane, WA 99211 (206) 572-7402 Spokane, WA 99211 P.O. @ox 11843 Spokane, WA 99211 (208) 746-4222 (509) 535-1414 (600) 4874161 (509) 534-8113 Spokane, WA 99211 (509) 921-1222 (800) 456-5152 (800) 537-2226 Fax (206) 572-7491 (800) 543-8136 (509) 534-0553 (800) 949-1494 Fax (208) 746-4930 Fax (509) 534-1819 Fax (509) 534-8195 (800) 633-0883 Fax (509) 891-0594 Fax (509) 534-0395 . r . . t As discussed, time is of essence. 5ome of our proclucts require that they be stored inside out of the weather. In addi ti can , we have a commi tment to turn-over our ex i sti ng faciXity to another division of aur company. Their products are presentlY being stored outside in very unsecured areas. There is an urgent need to complete our development asap in order to minimize the risk to their products and ours. For thi5 reason, as well as our above commitment to you regarding the "208" retrofit, we ask for an immediate releass of the building permit. We would appreciate your efforts in this regard. Thank you for you help thus far. Sincerelti s ~ s ~ wSteve Grav and Wally Ja ' o ~ pc : F i le f • ~ J-U-B ENGINEERS, Inc. rJ,U,B,k ENGINEERS • SURVEYORS • PLANNERS . W. 422 Riverside Ave., Suite 722 - Spokane, WA 99201 509/458-3727 FAX: 509/458-3762 June 13, 1994 ~ ~ ~C ~ ~V E D ' ~ Mr. Bob Turner, P.E. ± JUN 14 1994 : Spokane County Engineers W. 1026 Broadway ~ 5P0~'itdE C0UidTY. ENGlNEER Spokane, WA 99201 - N. 1321 Thierman Parkinp- Lot Proiect Letter of Retainer . - Dear Mr. Turner, Mr. Wally Jamieson and partners have asked that I notify you that J-U-B Engineers, Inc., has been retained as of June 10, 1994, to provide your office with an approvable stormwater _ design plan for the above property. I will be the project design engineer. Topographic data has already been collected by one of our survey crews as of last Friday. It is my intention to have a design plan into your office for review by your sta.ff within 7 to 14 days. I look forward to working with you and Mr. -Jamieson to achieve the goals of "208" regulation in a functionallayout. Sincerely, J-U-B ENGINEERS, Inc. David T. Kliewer, P.E. Spokane Office Manager/Project Engineer DJK/bt c: Mr. Wally Jamieson _ ~ ~ J-U-B'ENGINEERS, Inc. rJ-U-B,i ENGINEERS • SURVEYORS • PLANNERS W. 422 Riverside Ave., Suite 722 - Spokane, WA 99201 509/458-3727 FAX: 5091458-3762 July 22, 1994 - Bob Turner, P.E. RECEIVED Spokane County Engineers J U L 2 6 1994 1026 W. Broadway Ave. . Spokane, WA 99260-0170 SPOKANE COUNTY ENGINEER C& A Roofing, Thierman Project 2nd Resubmittal of Drainage Plans Dear Bob, Enclosed is a resubmit of the project. Also enclosed are your redlines. I haven't got the Parcel No., but I will request from owner. The table you asked filled out is included. . Please review the plans as soon.as possible. Thank you, J-U-B ENGINEERS, Inc. David J. Kliewer, P.E. Project Engineer/Office Manager DJK/bt . Attachrnents ~ J-U-B ENGINEERS, Inc. TRANSMITTAL LETTER ENGINEERING SURVEYING PLANNING TO: GU:~ 1!~lel~,~~t DATE: -ptw~ Z`1 L~ru_4 / PROift n~tor RECEIVED . ~ 6uet AUG 0 1 JQ94 r WE TRANSMIT: SPOKANE COUNTY ENGINEER Herewith Q Under Separate Cover THE FOLLOWING: PXDesign Drawings Shop Drawings U Construction Drawiwngs Q Samples 0 Specifications Q Product Liter ture CoPY of Letter ~ O THESE ARE TRANSMITTED: n For Approval Q For Your Use n For Review & Comment Q For Information & File For Your Distribution As Requested 0 For Record Q DESCRIl'TION/COMMENTS: ~'~G 1~;~'G~ l-S ~G~.~ ~2 ~ ~'t•~ ~~z-~C~ ~'~l G ~ a/z DISTRIBUTION: 0 Owner , (l Contractor ~ ~ - From: f~pef J-U-B ENGINEEWS, Inc. W. 422 Riverside Suite 722, Spokane, WA 99201 (509) 458-3727 vat, 1603PA5E1436 . ` ~ • ~ ~ V ~ ~ 1f ~ ~ I' ~ ~ # ~ !Lvg fn Date: .par.~el# C, ~~tE~ Q~ 0 R~d Na~v. " REQUESI" OF Pre pat&d By: ai Raq By: (LaR# Dev) . , &V 51 Na. VflTICE T0 'THE PUBLIC SPDKAI~~~ ~~~~TY, ~~D W~IVER, Ac~EKErrT JkNn cavICNAvT: 9405260093 KNOW ALL MEN BY THESE PF~~~NTat ThB.t Narth 1321 Properties, a Partnership► beir,g the owners of the fallvwing described -lande in cvnsiderati.pn af mutual Benefita to be hereafter derivad do fa~ them$+elvee, their hei.ra f grantees, asaigne and succea$or (s) in interest hereby agree to authorize Spokane Gounty to place their na.me(a) an a petition for the formation of s Raad-Imgravemerat Dfstrict (RID) by the ~et~tion methad pursuant to Chapter 36.88 RCW, which petitfQn includea the owner(s) property, and further nat to object, by the signi,ng of a ballot, or not to prc4est to the formatian of a RID by the resolution method pursuant to Chapter 36.88 Rcwr which reavlution includes the awner(s) groperty. If a RID is farmed by either the petitian or resfllutivn method, as provided for in Chapter 36.88 RCW, the awner~s} or euccessor(s) further agreec (i) that the improvements ar constructian contemplated within the prvpased RID ase feas3.ble, (2) that the benafits to be derived - from the fnrmatian of the RID by the property included therein/ together with the amount of any Coun'ty partfcipati.on, exceed$ the coa4 and expense of formatiQn of the FtlDr and (3) that the prope~ty within the proposed RID iH sufficiently d$veloped. Prouic3ed, furtherf the ❑wner(s) or successor(a) ehall retaf.n the right, aa authorized under RCw 36.88.090, ta object tv ariy assessment(s) on the property ae 8 reault of the improuements called for in Conjunctivrt with the fCrmatioi7 0f a RID by efther the petition or resvlution method under Chapter 36.$8 RCW and tp appeal to the Superior Court the decision of the Board of Gounty Cvrrunisaianers affirming the final assessment roll. It is €:urther...agreed that at auch tiMO aB an RTD is created or any Road Improvement Proj.ect-0-•rs°-r~practianed by SpokaMe County, the irnnrovemertts araquired sidewal)c, . ci ia 1: r. L41~q -t S.6.1{SnL.l IJaYidaLl 4+V`4-+I1istJwiiq paYemL73#t) IC'~~~ ~ ~t the sole Ox~+e110e of th~eurid' gra a' eci'c- c~wnerf their heirs ~ , g-rantees.- snd -.assign$ without ar,y monotary pa`rt i:c,ipat~~'r~' by "Spokane County, . . , . . , - . ~f f tit~ ~j r . i • The~TDfWria¢~r t ~.~'.Con~ained Ln this agreement sha11 expire .-.after ten (14) }~ears frc~m he ~ate - vf -~.X xecution be7.ow. Kowever, at the expiration date the owner (s) ar succed'$or (s) agree ta construot the req'uired improvemente at thair own expense; paY to Spolcari:e.;~County the thert estimated--cost-of the required'improvament8 tv enaLle the Caunty to conplete the iiamel or -furnish a band or other secure method suf.table to the County, praviding for or eecuring-to a.the Cour~ty the actu~,~, conetruct~.on of the impravemer~ts. • - ; . . ~ . r:-• . - . - r~.. . . . , • 1L~~. Gi1rve .sonC1it..ons andI~r~~~~~nt -a'p p' I y• 4o the efti+1l4Jwing•,~~scr~~ed prVper4Fyi # That portion of MUDGETT r S St7B-DIVISION OF SLOCK 5EAST SPOI{ANE, as per plat thereof recorded in VoIume "K" of PLa,ts, Page 33 r together with the vacated street and alleys included herein, }aeing more particularly described astfollows: BEGIri1NING at a paint on the West line of Theirman Street which is 582: 64 feet Soutn vf the centerline af Niission Avenue;,thence S 00°16'D6" wr a1Qng the said West line, adistance af 210.18 feet; thence N 89°05' 35" W, paraIlel ta Sharp Avenue, a distance of 502.31 feet; thence N 00°15'06" E, a distance of 209.83 feet; thence S89°05'36" E, a distance of 334.00 feet; thence 5 89°12'30" E, a distance of 172.31 feet to the Foi.nt af Seginning; situate zn the County of 5pokane, 5tate of Washington. . Located in section 13, Tawnship 25 riTorth, Range 43 East, W. M. ' These requirements are and shall run with the land and, sha1l be binding upon the owners, their heirs, successars, ar assigns. (tif Y eY ) . ; t ~ ~ • , , n ) , . '4 ~ yo~.16 0 3 PAGE 14. 3 7 IN WITNE,SS WHEREOF, the undersigned has caused this instrument to be executed on this day of 44ok`Y 199* y NORTH 1321 PROPERTIES, A PARTNERSHIP BY: STATE OF WASHINGTON ) COUNTY OF SPOKANE ) ss I certify that I know or have satisfactory evidence-that /7/F- is the person who appeared before me, and said person acknowledged that (he/she) signed this instrument n th stated that (he/she) was authorized to execute the instrument and acknowledged it as the Of NORTH 1321 PROPERTIES, ta be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated: -:5=/~-9~ Notary Public In and for the State of Washington, residing at Spokane. s ,e . ~Y ~ Vf : .O~aR v' rofway\forms\rwdeed\kmh x~i.: x ''S ' " ~ ~ ~ • a~~ •f,, y> ! 8~.'~L~~ c • ~ , t . , . Y , , ~ • , • . . a • , y [ • . . , ~ : , • ~ . v,. . ~ J-U-B ENGINEERS, Inc. fJ,U,B,i. ENGINEERS • SURVEYORS • PLANNERS W. 422 Riverside Ave., Suite 722 - Spokane, WA 99201 5091458-3727 FAX: 509/458-3762 July 19, 1994 Bob Turner, P.E. ~ RECEIVED . Spokane County Engineers 1026 W. Broadway Ave. ~ JUL 2 01994 , Spokane, WA 99260-0170 SPOKANE COUNTY ENGINEER . C& A Roofing, Thierman Project Resubmittal of Drainage Plans Dear Bob, . Enclosed is a resubmit of the project. The drainage calculation for required continuous grassy swale volume for the access road was .5 x 1/12 x 12' for a per foot approach equal to .5 . ft3/ft. Using the 6" depth this required 1 ft2/ft which I provided in bottom area alone. The owner wants to keep the access road as narrow as possible, so we will resubmit with the 12' width. I have attempted to address all your concerns, except the cation exchange detail for sod that I will come in and pick up. _ Please review the plans as soon as possible. Thank you, -J-U-B ENGZNEERS, Inc. . ~ David J. Kliewer, P.E. Project Engineer/Office Manager DJK/bt Attachments ~ - ~ - - - ~ - C ' - F . - . . ~ RECEIVED : JUL 2 0 1994 ~ . ; CODE ENFORCEMEfVT NOTICE OF TRANSMITTAL ~ ADDfZESS: 132~ PROJECT BUSINESS NAME: PARCEL NO./LEGAL DESCRIPTION: PROPOSED USE: CONTACT: PHONE: 4.S 6 - 3-7 Z7-7 REASON FOR TRANSMITTAL PREAPPL1CATION CONFERENCE PRECONSTRUCT(ON CONFERENCE OTHER: ~ DATE: TIME: ~fZaAlty.~~ ' I30CUMENTS CITZCULATED D[STRiBUTED TO: kECp DESCRIPTION BUILDWGS PLANMNG iE~N'G~I~N~E'ERS~~1~(EALTH SCAPCA FIRE D1ST li OTHER: ~ ISite Plan (new) (revised) I ICritical Materials List . . . :..r: . . . . . . . . . . . . IParki n€ P! . . •.:~;:r;r~::::>:: - . ~ an ~ . . . : : i lan =.<:v<." S bnab 1e P . . ~$Y:{~:' - ; . . . . . . I . . . . . . - . . . . . . . ( ; L n . . - - : . ~ ~I~ht i n~`J ► Pl a . : {7 . Y'l,.' vNff•.•~•' . 'v??C`~?, i .~.i'v. . I 'f!l4~ti:k•:.'...•• . : . . . . Dra~na~e Plan ~ . ~r. ~ ~ [ I :1 . . . . . ~~:~::.~..i::.::.~:: . . . I . . . : s . Dra~n I tion i a e Cdcu a 1 . : ; : : : . . ~ : : : ~ . - ~ - ~ ....i:ii::..:.' n i o PaY ees reement t F y.1~ • ~ . . . ~ lAV . lx . . . . • a I ::t: - . Irn ation Plan . ~ ~ . . ~ . . . ~ . - - . - ~ v:: ir.:~::• : : . - ~ Landscape Plan . . . l. Prom~ssory Letter -~---.....----~b,.....; . . v~:r: ----..v...r. ...:-:r~::...::-:.--::. : . . ~ --~-~1 r La e Cos te Indsca t E5tima . { rti vr~r . :~:I~ {i{:, ~ • . . . . . . . " "h' ' " ' ~ . I ..~v~::i''.:•. - • . f . Traffic Circula~t~on P lan ~ ~ . • :r::;s:. . - . Construction DraWinns i . ~N I . r . , . . J .._...i . ; . :4?}:~~`•' - ' IFloor Plan ~:~xt~~: i,:~:::=::•: : : , . n•. : = . 1 :'1'';:; ::~;:~;;:;,::~'-';:.i:.•~:1} ......1.ti~.... I.... ..,.r., r: . ~ . " I I I I . ~ I 1 I ':..tiL:•}}•.: •.'r::;:yj.;. I I I ( I I I I I I I I I I I I The above items have beei► recei ved: Date of Transmittal: Review Coordinator: ~ CirculatecJ by: Spokn►re Couiity Divi.sion of Buildrng.c 'F 1026 We.ci Broa<livay Aveilue 'r Sliakane, WA 99260 (509)456-3675 .e • h u . .rJa „ - . r a REVIEW COMMENTS SPOKANE COUNTY ENGINEER DEVELOPMENT ENGINEERING SERVICES PROJECT B94064 REVIEWER: Bob Turner PROJECT NAME: CA Roofing DATE: 13 Jul 94 ADDRESS: 1321 N Thierman REVIEW 1 CONMENTS A benchmark is required for this proj ect . A benchmark is a physical ark or obj ect used as a reference for elevations. This point must 4-0001-~, left undisturbed by construction. Please indicate on Site lan. /f~C Pi ~ - Show a typical section of a swale. The swale must be sodded and' side slopes should not be steeper than 2:1 for up to 12" in depth. For swales with greater depths use 3:1. The top of the swale should be a minimum 2 in. above the drywell lid. UoO<how all relevant elevations for drainage calculations. 4e---9'1nimum private drive width is 12'. Suggest you use 15' for your truck traffic. An appropriate scale is required for the plans. Provide drainage calcs for access road. 4w /Show all elevations to check road drainage. ~w con. cap in drywell detail. Comply with design deviation comment for 12" freeboard in swale. 1 _ REVIEW COMMENTS SPOKANE COUNTY ENGINEER DEVELOPMENT ENGINEERING SERVICES PROJECT B94064 REVIEWER: Bob Turner PROJECT NAME: CA Roofing DATE: 21 Jul 94 ADDRESS: 1321 N Thierman REVIEW 2 COTMENTS 4--Ariappropriate scale is required for the plans. Provide drainage calcs for access road. C--Iffomply with design deviation comment for 12" freeboard in swale. v~ow all pedestrian safety fences around all retaining walls. vDescribe how maintenance will be performed in the swales. Show access ramps. C-Fremove all "soft" dimensions from plans. L,,e'omplete the table stamped on sheet 1:2. 1 O oz~ 1' ~ 1 1 ~ 1 ~ c Q u,j ► _ W . . L ~m J m .r 00 t 1 z 10 c 1 o m ~ •c ' p a. c N ~ Z ~ a'- - , - o lVoo ► U. ~ p a , EiVE 0_ p ri REC E cr ~ o c, ~ ~t n 2 EME~ 0-00 ENF°a a 1 m~ VCot)'E ~a z 1 ~ ~„r.....r- y ' . ~ p'' t t~, ~ • ' , , t,,," • " • t t~, IA.=i1..I ~"`,1 Y 1 004 /.--~`~,t'';~•r 4~ • t rr a..: ' ~ y~ F~ . Q "1 ~ ''l , ~ ~~[1~ ~ /.~i eA ~f ' • ~ri I ~1 ~ A E C ~ L v j~~,.. « i ~ 1; 0 oR O~-pW ING Ov ~ . ' F ~w~ .v PRpviDE MBsR ~-~EMg CE1< <''~v FQI.Lo~ P IN's -T p,GE 0F T~E 2~ D~v E F0~ ~ ~ Sou~R P~►~~~~~ 6-"ft 2 ~ oPosv~ FILE ~E pR1GINA - PaP~SEQ GRAV~ yt1 ~ CAa -tNIER p~C7 E' TN'ER~g 1 994 -T SIZ~ DATE: ~6 ' 1-1 L~ pLp1, S~ Rp,F'~ CE'RIpEVGNER~ ~K PR~EC~ NUMBER: ~ DAT r ~Ra HK. ~ nES, D~ . ~ pWG N~~ L~;AT10h~- ARC-„~ o~ SHE~. ~ ~30 SC'P'LE FFtc+P~ p~►8t~ ~ ~ r_-oFj'E SHEET , O NECQ~~.}~Y ~ 14 ~ U - { J ( ~ REQUEST FOR DESIGN DEVIATION $30.00 - DATE ROAD NAME Al C , RP/RID # NAME OF PLAT • Plat # ADDRESS OF BLDG Z9Z / /t/• ?rq~'10,!'il,4,4J NAME OF BLDG PROJECT/3~'~/~~'".4~~~~t~.4,~1 ~~~,r~rrss DG# B9 ~0k~/ S/3 1.3--S R FEDERAL/STATE PROJECT # PROJECT LIMTTS . EXISTING CONDITIONS: PROPOSED IMPROVEMENTS: ROAD WIDTH ROAD SURFACE AVG. DAILY TRAFFIC Current Traffic Count Design Year Traffic Count PROJECT DESCRIPMON ~ PROPOSED DESIGN DEVIATTON,4~ 12 " jP CJ,E ~ Q s/r ,g L / M , 7--,¢7V,0N5 . .26~2 AGGo4v .5~~4~5 :5~Z o P46.rs Ag.) JUSTIFICATION: Z_!~ C. TD Pl~l~. -4 X 49',4 //Yl ! T5' A ,~o5,4 d t2.4 ~G• .4-z5 G~5 /Cm SUBMITTED BY fi/.t57. ,";~4m 1,00,00 DATE - ~ . ~ • 2 0 9 ~ ADDRESS ZIP CODE cA PHONE # ADMINISTRATIVE VARIANCE FEE OF $30.00 PAID TO SPOKANE COUNTY _ 1026 W BROADWAY, SPOKANE WA 99260-0170 PHONE (509)326-3600 FAX (509)324-3478 v" ~ UEST WILL NOT RE WED WITNOUT FUNDS- CASH/ E # RECEIVED BY DATE d ' .dav 8N3 ~ Z'; / (20 2-Z -2, ~ ~ : . DESIGN DEVIATION STAFF RECOMMENDATIONS ~ w1, v~t.~*+ iJ AP$Po, ~ A ~ e►~£ Tb'~ C~ rf D vrva~t 't1~ T' -rt#~ So ~ ~ E IefD C ATt crt F.-s OkNKo4 CA AS ~1~~y ssC O,+~S -T~e C~ ~ t D~t~o~F.S ~ ~R. -r1oR.yv1••~A^'~~-. I~V~ ~~G~ r~s~• Approved Approved w/conditions Not Approved . ~ w ~ ~ ! ( ) ( ) • ~ ~ Project Manager Date o cL ~-s P62 Lr,,,< <C--,Z o F PA J u Aj,c-- 20 t (C)94- 16-r Ti.t e C A Co- Approved Approved w/conditions Not Approved Planning & Traffic Engineer Date . ~ . ~A iC/Y► ~ ! Jvl J I VI ! xI I.CJI . 1 , . ~ . ' , Approved ,Approved w/conditions Not Approved 6-2 t - Project~Management EngiVer . Date Approved Approved w/conditions Not Approved - , Operations Engineer Date SPOILANE COiJNTY ENGINEER'S DETERMINATION: , . Approved w/no conditions Approv as recommended <<bove Not Approved _ - • ~ lo 1~ ~ . r 8/93 Spokane County Engineer Date ; f. u~ S P O K A N E O UT-4- T Y ~ OFFICE OF THE COUNTY ENGINEER • A DNLSION OF THE PUBLIC WORKS DEPARTMENT Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director TO: Bill Hemmings FRQM: Bob Turner , DATE: 6-20-94 SUBJECT: Design Deviation for CA Company Bill, The deviation for the CA Company is for a 12 in deep swale {from the bottom of the swale to the top of the drywell} and for 2:1 sideslopes. I would agree with the deviation and recommend approval. As you know this is the site where paving was done and then the applicant came in for a building permit, declaring all the paving to be existing. Without the requested deviations the site would not work with the 208 swales because of the intensive truck traffic at the site. The applicant is taking the entire site, including over 5,000 square feet of existing asphalt, to swales. The soil in this area is typical valley gravel which will probably never retain any runof f. I have met with their engineer and have received a written assurance that all 208 requirements will be completed by August 31, 1994. The owner is also requesting an early release of the building permit based on the assurance letter; I would agree with the early release. 1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166 ~ WHOLESALE BUILDING MATERIAL "People And Products You Can Trust" June 20, 1994 Spokane County Office of County Engineer 1026 W. Broadway Ave. Spokane, WA 99260-0170 Mr. Robert Turner, Engineer: SUBJECT: N. 1321 THIERMAN RD. As your are aware, many delays have accurred hindering issuance of a building permit for the subject project. This is to inform you that the owners, 1321 Thierman Partnership, hereby agree to complete all requirements for 208 by August 31, 1994. We hope this commitment will expedite issuance of the permit as requested. Regards, , ~ ) Wally Jami son S teve Gray 1321 Thierman Properties LEWISTON 823 D Street P.O. 8ox 1171, Lewiston, 10 83501 (208) 746-4222 (aao) 456-5152 Fax (208) 746-4930 SPOKANE N. 911 Thierman Road P.O. Box 11676, Spokane, WA 99211 (509) 535-1414 (840) 537-22-26 Fax (509) 534- 18101 TACOMA 2122 Port of Tacoma Road Tacoma, bVA 0-8421 (206) 572-7402 (800) 487-4161 rax (20E) 572-7491 ROOFING DIVISION E. 5326 Sharp Avenue P.O. Box 11670, Spokane,'NA 99211 (509) 534-8113 (800) 543-8136 t=ax (509) 3-34-8195 EWP 1102 N. Howe Street P.O. 8ox 11843, Spokane, yVA 99211 (509) 534-0553 (800) 633-0383 Fax (509) 534-0395 MILLWORK DIVISION N. 225 Ella Road, Sldg: C-1 P.O. Box 11676, Spokane, WA 99211 (509) 921-1222 (800) 949-1494 Fax (509) 891-0594 j-u-o Cne!;,incers .i ~ r ~ ~ . . ',..i.LJ.~ r• l jR~ . .~t J U L 13 i_..t~ . .i.J Ll;.u . S P O K A N E O U t WA OFFICE OF T-iE COUNTY ENGINEER • A DMSION OF TFE PUBLIC WORKS DEPARTMENT Ronald C Hormann, P.E., County Engineer Dennis M. Scott, P.E., I?irector Date: 7_ i 3- t y svBJECI': c a Ro of; y Gentlemen: DAV,d K i_ ;c wc ,Z A review of the road, drainage, or site plan for the above-referenced building permit has been accomplished. Areas of concern to us are indicated in red on the attached plan set and calculations marked "ORIGINAL". Please make the corrections and resubmit them to the Building Deparhment in order that the review process may proceed. When the plans are resubmitted, mark all changes on the revised print in color and include the mark-uv. Please note that the plan set and calcularions marked "ORIGINAL" are official public documents, and must be returned with the revised plans and calculations. Review of the revised plans and calcularions will not proceed until the "ORIGINAL" set is returned 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 ~ ~ Rob Turner, 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 1 ~ S P O K A N E O LJ N T Y - , OFFICE OE THE COUNTY EIVGfiUEER • A DNISION OF THE PUBLIC WORKS DEPARTMENT Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director TO: All projects using swale depths greater than 6. FROM: Robert Turner, Plans Review Engineer Development Engineering Services Spokane County Division of Engineering and Roads DATE: 10-11-93 SUBJECT: Plan detail requirements for all swales greater than 6 inches deep. The following notes shall be placed on plan and detail drawings with swale depths greater than 6 inches. This note shall be placed on the swale detail: "Swales shall have a min. 6" depth of topsoil with an average cation exchange capacity of 15 milliequivalents/100g or more, or the soil is 2% organic carbon or more. Contractor to provide testing and submit results to Engineer of Record and Spokane County, prior to installation, for approval, to ensure this requirement is met. A final certificate of occupancy permit will be issued only after acceptable test results have been received by Spokane County. See note X." Note X is to be placed in the general or construction notes on the plan or detail drawings and shall read as follows: "An acceptable method to obtain the soil requirement is to apply 2" peat moss to existing soil and roto-till to mix. Add additional peat moss as necessary to obtain the minimum requirement. Submit test results to Spokane County Development Engineering Services for verification of cation exchange capacity. A final certificate of occupancy permit will be issued only after acceptable test results have been received by Spokane County." ' W. 1026 Broadway Ave. Spokane, WA 99260-0170 (509) 456 -3600 FAX (509) 456-4715 1321 NORTH THIERMAN PARKING LOT "208" RETROFIT DRAINAGE REPORT JUNE 1994 OWNERS: WALLY JAMIESON/C & A ROOFING PREPARED FOR: SPOKANE COUNTY BUILDING DRAINAGE DEPARTMENT OFFIClAL P ENGINLE F{CE SPOKANE COU~~~ ~e au~drD PREPARED BY: J-U-B ENGINEERS, Inc W. 422 RIVERSIDE SUITE MRN T° couNTr ENG+NEER SPOKANE, WA 99201 R ~ E C EFi 4! n~ . JN~ ~ ~ ~994 . 1 SPOKANE COJNiY CEN,"siNEER INDEX 1.0 INTRODUCTION 2.0 POND SIDESLOPES/DEPTHS 3.0 DRAINAGE BASINS/CALCULATIONS 4.0 PVC PIPE HYDRAULICS F, - (a 2A 0F WnSr,~~~ ~ .~i.,•i ~ fs 2200 . ~ ~SIOAtAL - 1~ W EcaiREs. B~GL~ ~ , 1.0 INTRODUCTION This project is intended to provide "208" stormwater treatment to an existing asphalt parking surface. Design deviations requested by the owner were approved allowing a 12" storage depth below the drywell rim as well as 2:1 sideslopes. All buildings have metal roofs except building No. 2 which is an existing asphalt shingle structure. The "208" Treatment calculations include the roof of building #2. The other building roofs are included in runoff flow calculation but not "208" area sizinj~ calculations. All flow is by gravity to Pond 1 or Pond 2. 2.0 POND SIDESLOPES/DEPTHS Pond 1 will have a depth of volume = 1.0'. The bottom elevation will be 84.92. The side slopes will be vertical walls. Pond 2 will have a depth of volume of 1.0 with vertical sidewalls. Pond 2 bottom elevation is 85.05. 3.0 DRAINAGE BASINS/CALCULATIONS !M O ` T MESSAGE cck-i F~ . DATE TIMF P.M. ~ • ' • M oF <--_c~c PHONE NO A-7 ~ / TELEPHONED PLEASE CALL v CALLED TO SEE YOU WILL CALL AGAIN WANTS TO SEE YOU RUSH RETURNED YOUR CALL 7SAG 4-;~) Ck-U jn~ E , 0 ) ~ . C~-4- Lol~-) `e)l- C G''c~1't L6, o0 c. _ . ~ ~ . 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' ; , ~ ' ~ • ' ~ , , . • c" . . ~ • . ~ ~ - - ; ~ . s' `~.Jt' ~ .T y, Ae. ~ ~ . 04 : ~a''~y`t , • • , . . . ~ j~~~ ~i t ~ I ~ • ~ ~ • 1' • ~ ~ • ' • _ ' ~ ~ ' • r / ~ THIERMAN DRAlNAGE PROJECT KLIEWER ~ ~ SU M MARY OF 8A5I N OATA p623194 FILE: THIERI ~ BASIN ASPNALT METAL ASPHALT TOTAL POND PIPE NO. PAVEMNT ROOF ROOF AREA AREA D1A. AREA AREA AREA MIN. 1 25876 6698 2397 38121 0 2 17926 2053 0 22979 1500 3 8817 4578 0 13995 0 4 7380 6060 0 14140 0 5 12507 726 0 15233 1500 72506 20115 2397 104468 3000 1 Z . 3 GGS 4/ . ~8 c`S ' ' `~,~s.-r~~~.' ~'r . . ~ ` . . f ' . •w n' yJ~ ,r~~' ' • , ~ ~ _ ± t i' :~.y;~~ ~ '~ij~ ~ ,,~~'_J :L ' ~ ' 'S; . • . ~~~'~t ~s~' ~ ii~~~,,f,c~ .l,~•. • ' i". :~•''.r- .?•y- . ~ y Y:•,v'f,_ ~ s`y1: ' . ' . ♦ • i' ' ~ v.~ a ' .{~r .P' . ' - . , . : ~ , `r_.y~~~~~~;~ p ' . .y,~' • ~ ~p - , ' . / . . . . t~ ,is .A►~ ~ti~" ^~„f ~ . . ' 1;: ' • ~ Pt , t • • ~ . • ; , ~ , c{..~...'t~ ~ T%:k . : . . r 1 ~ ~ r' ~ ' ~ t. . . •M D~•' , A~' L..3 I`.'~:'~~r' • '~f V t . ~ :~.:.y;• i • ~°e. r ~'F~ ✓ ~ - r y . . . . . ~ ~~'~`~~s . ;`ie . • . - " j ti Ati~' e'~',~.t t ksl M: ' ' . ` +9 0 ~ , , •!F, ~ . . . BOWSTRQ4G W}I00 (TEN YENt S10RM CESIGN) BASINIFL PROJECT. PAR141NG lOT RETRO TIME OF CONCEMRATION (mrn,les) DETEFlfiON BASIN DESIGN 8AS1N: 1 REViEWER: Tc (overlend) 1c (puQer) Arees C. A'C ` NJ+6ER Of DRYVVELISPROPOSED DATE: 13Ju►-91 • 1 1 Single A) 0 Double (type B) q s 0.15 l1 ~ 0 ASPFW.T 0.85 0.90 0.584153 ' ' Tohikte (cak.) (seeMi) 0.80 11 ~ OROOFS,IrV 0.15 0.90 0.139368 : Tttrn of CanC. (cdC,) (teeH1) 5,00 L1(A) a 80 21= 0 0,00 0.90 0 CdTpodb 'C (Cdc.) (s" HI) 0.90 N(A) a 0.01E B= 0 NOTE, 0,00 0.90 0 ,,1h111 OI ConC. (Mn) 5,00 S(A) a 0,01 n a 0.018 ASPH ~ 0.00 0.75 0 Nu (Acm) 0.8028231 4• 0.018 ASPH ROF 0.00 0.00 0 C Feclior 0.90 Tc (A) = 0.69 a= 0.161e 0.00 0.00 0 t,1'nOwMotx Ane (ep. (L) 28213 To6el A Comp'C . Vdme ProtilOed 208: 32Q3.6 STORM 32GS.5 1t(8) ■ 0 Tc (pu) ■ 0,00 0.80 0.90 OWbw(ck) 0.3 N(B) a 0 TdA•B) a 0.49 km • C FecOor 0.12 S(9) = 0 0=C'I'lw 2 30 arx==7--- _ tc(tot►. , 5.00 qost.) = 0.00 i1 n #3 a u re et tc (e) = 0.0 mcamny = 3.1e Tkne 11me Inbsnstly p dev, V In V out Siaeqe A= 0 Inc. Inc. WP - ERR (min.) (sk.) (Inhx.) (ch) (cu rt.) (cu, rt.) (cu. R) R= ERt (#1 '00) fA'C'«l (Outf.'n) I"1 v = ERR ct--C--==_ae----_nss-e==--C=srsssr_a=r_xe=ae=a=aaaoas TC (10td)' Tc Iover'lant!I' Tc (9Uder) Tc(Ou) ° ERR 5.00 30000 3.18 1,30 024 90.00 834 Tc (owrlend) a q'(lt'N5010 5}"0.6) 0(e6) = ERR a=a.1s S J00 3,18 2.30 924 AO 831 L1 n Lwvtb of OugrbiO Fbw Holdnp = 0.00 10 600 2.24 1.52 1138 180 95A N= Mctlon tector of ovwlend fbw la evKepe press cotier) 15 D00 1.17 1,18 1281 110 1011 S= everiMqe obpo of oaertend Aow 20 1200 1.45 1.05 1384 380 1004 Tc (puter) = Lerqth (A.yVebcly (R1sec.Y80 i• 25 1500 1.11 0,87 1401 /SO 451 B= HaQan nldh ol quCer a dtch 30 1d00 1,04 0.15 1429 540 889 11= Inierse el aoss slop* one of dtch 35 1100 0.91 018 1448 830 818 12 = inverse of cross slom 1ro of dtch 40 1100 0.82 0.59 1482 720 792 d= Cepth of Ifow In puQer (estlmete. Meck estlmete wllh F1ow) 45 2100 0,7/ 0.53 1498 810 868 Mee = O'8#d"112•{Zf •11} SO 3000 0.68 0.49 1524 900 024 wenoarerimeter=B*a►I1rdnleanl I2i)r11rsinlea~vu11) SS 3300 0 84 0.48 1573 990 583 F#ydreulc Re6us = R= keelWeted Perimeter ' L 80 3600 0.81 0.44 1632 1080 552 Vebtfty =1488In'R".661'0,5 85 3900 0.80 0.43 1135 1110 585 Fbw = vebclty~Area 70 4200 0,58 0.12 1603 1160 $43 n= 0.018 br estet ~ ! 15 4500 0,58 0.40 1882 1350 512 s= brgWdnd sbpe of qultx 80 4600 0.53 0.38 1817 1410 137 BS 5100 0.52 0.38 1955 1530 125 00 5100 0.50 0.38 1088 1820 388 ; 9$ 5700 0.49 0.35 2054 1110 344 ; 100 8000 0.48 0.35 111E 1800 318 ' ORAYrAGE POND CALCUA1lONS R"dred pressY &%vle Pond da'epe volme , = ImpeMous Aree x.5 In/ 12 In/rt. = 1118 cu A. pr'orided: 3295.5 cu fl OKI . DRYYVELL REOUIRfWENTS • 10 YEM DE610N 9TORM ' Mmdmum qoreo r*WnE by Bawstrlnp ■ 1011 cu. R. provided: 3195.5 cu 1L OKI NinOx end type of Drywels Reqlnd = 1 Singk 0 Double ~ ~ 0 . + gpHygTRtJG ME'1}W (TEN YFXt $TpFtM pE$1(3N) BA.SIN2Fl PR-NECT. PM{ING LO? Rf1F20 TIME OF COP►CEtJiRAT10hl (mntes) QEtEN110N 8I1SIN OESIGN BASIN REvIEwER. 1c (avertend) Tc (qulter) Areeg "C A'C , t~M3ER OF ORYVJEIIS PftOPOSED OATf 2$Ar}04 ? 1SingN q) ppmjblo (tM g) ' q• 0.15 L2• 0 ASPFW.T 0A1 0.90 0,310312 i ToW Zi : 0 ROOFS,MET 0.05 0 90 0.042111 Me (cdc.~ H 1~ 0.~9 1rr» 01 CanC. (CdC.) (tN H1) 5.00 L1(A) * 80 22 • 0 POfJDI 0 03 0.35 0.012052 Compodb'C (cdc.) (SM H1) 0.86 0 8 II 0.019 0.00 ~ TS nn,~ ~ conc. (mn) 5.00 S(A) ' 0.01 s a o,o~s o.oo 0 00 0 ~ ~r„) 0.4e309 ~ C Fmdx 0.88 Tc (A) • 0.09 d= 0.1819 0,00 0 00 0 krvw%4ma /yea (64 fL) 17926 Totel A Cortp "C' ' Vol" prpV46d 249: 3195.5 STORM 3295.5 L1(9) s 0 TC (pu) = 0,00 040 0.88 W1ow(cb) 0,3 M9) ~ p Tc(A•8)e 0.69 /m'CFector 0,41 S(8) s 0 Q=C'I'A= 135 rc(tat.)= 5.00 qestl= 000 f1 !1 63 ^wb !5 ~ 09 ~ 41 Tc (B) • 0,0 Inbrxily n 3.18 ~ Tkn1 11m1 Inbnlity 0 d1v. V In V wl SErop A~ 0 WP = Iro. Inc. ERR R ~ ~ (mh.) (Infir,) (ctt) (cu, Q,) (ou e.) (a ft1 (#1'60) IA`C'01 louwnl (00e) v= Eaa Tc ttOte11• tC (wArbrb) • Tc (ouCef) TcIWI = ERR ; 5.00 300.00 3.18 1.35 543 ' 90.00 153 Tc (oMMlend) R Ct'(Lt'PY'g'O.S)''4.by 0(60l = ERR ,t q=0.15 5 300 3,18 1.35 543 90 453 ll = ler►p!h ot0verlend flow Hotckn9 = 0•00 tp 600 2.24 0,85 868 180 488 N= Mcton recc~or of ovwtwia ncNr (A ror emre" gress cwer) ~ 15 900 1.77 0.15 153 170 483 S- ewr'epo abpe of mwtwd Aow ~ 20 1200 1,45 0,82 802 380 442 Tc (quQer) = Lerqth (RyYobdty (IUsec.V80 . 25 1500 1.21 0,51 824 450 314 B= BofdomWdh of pulter a dtch 30 1800 104 o.aa 840 saa 30o t I = ir,vww of «o4s aoq* a+* of atc, ~ 35 2100 0.91 0.39 851 530 211 Z2 m Irwene of cro" dVe Mro of dh;h 40 2400 0 82 0.35 812 720 151 G= eeppM of I{aa In pUfer (edmde, chedc esfimete Wth Flow) 45 2100 0,74 0.31 881 310 7 1 Aree = G'8*d"1/21(11 •Z2) 50 3000 0.88 0,29 898 900 -d wedsdpedaneW =B'0*(tlslMetn(11Z1)}+tls1n(e0X IIZ2)1) : 55 3300 0.84 0.21 925 990 •85 Fydrm„Ic Redus = R= kedWelrod Perimeter 80 3800 0.81 0.28 959 1080 •121 Vebtlfy s 1,48Qh1'R",6E1'!".5 a5 3800 0.80 0.25 1020 1110 •150 Fbw=Vebclry'Mee , ' TO 1200 0.58 0.75 1060 1280 •200 n= 0.018 br esphet E 15 4500 0.58 0.14 1095 1350 •255 e= brql►dnd sbW o10" I 80 4800 0.53 0.13 1104 1•140 •33A 85 5100 0.52 4.42 1149 1530 •381 90 5400 0.50 0.21 1169 ~ 1610 451 DS 5700 0.49 0.21 12n 1710 •502 ' 100 8000 0.48 0.20 1244 , 1800 •558 NRIMO17G1'VNV4YVWAIIVNJ ~ . A n"J10Y Y""•7 *Me ~ . D , , • kroWaus Am z .5 mJ 12 inA • 747 cu rt. proAdeC; 3295.5 Cu R. OKI . ~ ~ pRYVVEII RECUIRENEMS • 10 YEM DESION 5TORM ~ Mmdmm d"pe reorod by Borstrlnp - 488 cu R pouldeC; 3295.5cu II OKI ~ . , Nurtbor end lyp~ of OrywNs ReqUnd a 1 Slnpk 0 OouON ~ , ~ BOYVSTRING METFiOD (TEN YEN2 STORM DESIGN) BASIN3FL PROJECT: PARWNG LOT RETRO TIME OF COtJCEPliRATION (mrntesl - .j OE1EM10N BASfN OESIGN BASIN: 3 . , REVItVVER: Tc (aerbnd) Tc(Qulte►) Arees C. A'C NA6ER OF ORY1NElLS PROPOSEO DATE: 23Jur94 1SIngle (type A) 0 Double (lype 8) CI n 0.15 L2 = 0 ASPHkT 0.20 0,90 0.182189 . rTdei Aroe (CeIC,) (8e9 H1) 0.31 Z1 = 0 ROOFS,MET 0.11 090 0.094561 ' • ~1Vn~ ol Cam. (celc.) (see Ht) 5.00 l'I(a) a 80 Z2 = 0 0,00 0.35 0 Composib'C (cdc.) (see Ht) 0.90 MA) a 0.019 8= 0 0.00 0 90 0 Teo of Com• irdnl 5.00 S(A) = 0 01 n= 0.01e 0.00 0.75 0 N'N (krM) 0.3015099 s= 0,018 0.00 0,00 0 . C Facbr 0.90 Tc (A) = 0.09 d L 0.116118 0.00 0.00 0 ~s Ame (s4• 2) 8817 TotM A Comp "C' • • Vo1me PioMded 208; 3295,5 STORM 3295.5 LI(8) = 0 Tc (pu) = 0.00 .0.31 0.90 . ~Otto*" IChl 0.3 N(8) = 0 ?c(A*B) = 0.89 Ane • C Fector 0.28 S(B) - 0 O=C'I'A= 0.88 ' . 8%t=2===... Tc(lot.) = 5.00 0(est.) = 0.00 01 t1 03 t4 lb------ f8 01 Tc (B) = 0.0 Inlensty = 3.18 y, T1nN 11me Irtansity 0 Ce+r. V in Y out StreQe p= 0 •.''.s,. . `a tnC. inC. WP = ERR (sec.) (InJhr,) (cfs) (cu.R) (cu.rt.) (q.ll) R= ERR ~ ~r l01'e0? IA'C'01 IOW•1021 (~l V= ERR ; ,~.~aussar_saassa2na==cssMsanaoa===sa=-m=_=nzea===--=~e=__=3~ssaa:m Tc (totEl~ n Tc (OV9flwid) ~ 1c (9tAW) TOOU) = ERR ' • t: 5.00 500.00 3,18 0,88 354 00.00 ?dl Tc (owrien0) • q'(l1'NS^0,5y'08► qest} s ERR , CIa 0 15 5 300 3.18 0.89 354 90 264 L1 ■ lenqlh ol0mrterd Flow Holdrq• 0.00 ~ 10 600 2.14 0.82 435 180 255 N= Mctlon feclor of auWena Ibw (.4 ►a evwep9 qres9 cwer) 15 900 1.17 0.19 481 210 221 S■ mreQe tbpe of overtend Ibw ' 10 1200 1.45 0,40 511 380 162 Tc (Me►) = lenqM (R.►Nebcfly (I15ec.y80 25 1500 1.21 0.33 539 450 88 B= BoUom wldh of qulter a dtch 30 1600 104 0.29 541 540 T Z1 = Irtaerse ot cros9 sbpe a►a ot mtch 35 1100 0.91 0,25 555 830 •75 Z2 = Irnrerse of crose sl" hw of Cftch 40 1400 0.82 0.23 588 120 •151 G= Aapfh of flow In quCer (estimete, cMck esGmde rNth Fbw) 45 2700 0 74 0.10 514 810 •138 A►ee = 0'B*d`112'(t1 •11) 50 3000 0.68 0.19 584 900 •318 WeCedperlmefer=B'a•(»sir(etr4iai))4 »siMe~l/Z2111 ~ 55 3300 0.64 0.18 803 994 •397 Flydreuic Redius = R= ArearWetted Perimeler 60 3600 0.81 0,11 825 1080 455 Veloclly =1.488/n'R".681'9".5 85 3900 0.80 0.11 885 1110 •505 Fbw = VebciH•Aree 70 4200 0.58 0,18 891 1260 •589 n= 0 018 br esphel TS 4500 0.56 0.15 113 1350 •831 s= brqihidnel sbpe of puder • ` 84 4600 0.53 0.15 119 1440 •111 , 8S 5100 0.52 0.14 748 1 1530 •781 ~ • . 90 ' 5400 0 50 0.14 761 1820 •859 3vi'~, , ~ 95 noo oie au 7e7 .1710 -e23 100 ` D000 0.48 0.13 911 1800 •B9A ts~ , -y ORNNA6E POrO CALCUlAT10NS Required qressy Pvale P°n0 storepa vokme ` _ lmpoMoua Hree x.5 in1111n1A. ■ 381 cu. Il aaide0; 9245.6 cu. Q0 dtl ' •'z : OAYYVFII REOUIRENEMS • 10 YEAR DESIGN STORM Medmum eUoreps nond Dy Bowsbinp = 261 cu, A. :VWosa 3205.5 cu, rt, aci - Y Wrter en0 lype ot Drywels Reqired = 1 Singh 0 DauDle ~ y . . l.►R~f':,.. fo ~i1~~1~►`,.i . N,•S+~ w . . , 80WSTRING METHaO (TEN YEAR STORM DESIGN) B,ASINFL PR()JECT: PARKING lOT RET'RO TIME OF CaN(:EMRATION (mntles) DETENTION BASINOESIGN 9ASIN. Q-REVIEVufR: t Tc (aaland) Tc (pUfer) Arees "C' A'C NUMBER OF ORYYYELIS PROPOSED OAIE: 23-,Ar'44 1 SlnQb (Orpl A) 0 DouOle (rype 8) q■ 0,15 l1 a 0 ASPNW.T 011 0.04 0.152419 Totel Atee (cek.) (see Hi ) 0 31 11 a 0 ROOFS,WET 0.14 0,94 0.12S207 11rtn of Canc. (cdc.) (cw H1) 5.00 lt(A) • 80 22 ~ . 0 0.00 0.35 0 Convosb'C (odc.) (see H1) 0.80 fAA) = 0.014 8= 0 0.00 0.90 0 TVnn ol Cono. (min) 600 S(A) • 0.01 n~ 0.018 0.00 0.76 0 kee (Arnl) 0335309 f a 0.010 0.00 0.00 0 C Factor 0.90 Tt (A) a 080 d ~ 0.1618 0.00 0.00 0 hpeMab Aree (sq R.) 7360 Total A Comp 'C Volume Praidod 208: a96 S STORM 3295.5 LI(B) = 0 Tc (qu) = 0.00 0.31 0.90 Ouftw(cts) 0.3 N(B) = 0 Tc(A*B) = 0.89 kee' C Fecbr 0.26 SI8) ■ 0 0=C'I'Ax 0.88 :=csasas= aa _au-~_~e~ee_~w_=ea~==e_~s__a==~~r-e===~a: TaDDt.)= 5.00 qWL)= 0,00 /1 !1 03 a Ot tE Il Tc (B) ~ 0.0 Irtensity = 3,18 ilrtn T1me Intensry 0 Gev. v h v out Staeqe A= 0 Inc, !r►C. yyp ~ QRR (min.) (sec.) (In.rtr.) (ctsi (cu.A.) Icu A.) (cu, rt) R= E3RR I11'80l lA'C'#3! 4oua•'02l I+546l V= QRa TC (Wd) = Tc (ovalend) + Tc (qutler) TC(W) QZR 5.00 " 300,00 3.18 w 0.88 355 w. 90.00 w 185 Tc (owrterW) = q'(lt'WS~'4.5y'0 9) qest) ERR q = 0.15 S 300 3.18 0 88 355 90 165 lt = length of Oratand Flow Fbkinq = 0,00 10 800 2.24 0.61 431 180 257 N= hlcbon lector of owAenO Aow (.4 lor averepe pres9 cover) 15 oQ0 1.11 0.19 492 170 222 S= emwepo dope ot overlerb Ibw 20 1200 115 040 514 380 161 Tc (pulW) = length (It Wobcity Illsec.y80 25 1500 111 0.34 538 450 68 8= BoCan widh of puutt~er a diGch 30 1800 1.04 0.28 549 $40 9 Z1= irwrerse of cross sbpe aw ol mEch 35 2100 9.91 015 568 630 -11 Lt z in+wrso of Ctoss 5lopo b+o ot dtch 40 2100 9.82 0.23 510 720 • 1 SO C= Coplh ol M1a+ In y" (estimelo, check estimete wi1h Flow) 45 2704 D.14 0.21 578 810 -234 A1oe = 0'B*0"1/2'(11•12) 50 3000 D88 0.19 588 900 •311 Wotte4pNimolet=B'd+(11dn(e"1llt))+11siMetrX1/T2►)1 55 3300 D 64 0.18 605 990 -385 Hydreuic Redus = R a ArodWettod Peilmoler 80 3800 8.61 0.11 621 1080 -453 Yebcity =1./881n'R^.681'e.5 65 3800 1.60 017 881 1170 •503 Fbw s VNodfy'Moe 10 4200 0 58 018 B93 1180 •587 n= 0.01E fa aspliet 15 4500 158 0.18 i19 1350 -834 t a bnp'4bnd d" of V" 80 4600 1.53 0.15 721 1110 •710 65 5I00 152 .O,tI , lSt 1530 •110 90 5400 1.50 o.u 784 1e20 -ese 95 5100 1.49 0.141 189 1110 -011 100 6000 1.48 0.13 ~ 813 1800 •987 sazssaasars~easrzz_~==.-txsasas :as:suL:xss Unsaar_s==asl---= =assaaaau ORAlW1GE POrD CALCUlATIONS Reqdrod gresry avab Px+d stae0e vo4me ~ = ImpeMous Aroi x,5 Iil 12 inJA. ~ 308 cu R. proAOid: 3205.5 cu, rt. OKI DRYYV0.l REOUlREMEMS • 10 YEAA OESIGN STORM I. Mmam,n aaege re4;nd oy eansbing = 265 cu. rt. : pnoAdod: 3295.5 cu. A. OKI ' NmOer en0 type of Orywels Required = 1 Slnpio 0 Ooublo BdWSTRNG hET}qD (TEN YEAR STORM OESIGN) BASINSFL PROJECT; PMRNG LOT RETRO TIME OF CONCEMRA110N (mrMee) ' DEIENTION BASIN DESIGN BASIN . . REVIEWER: ~ Tc (vverienC) 1c ipt,tler) Arees 'C A'C KAeER Of DR1rYYELIS PROPOSED OAiE: 23Ju}41 1 Sfnge (lypo A) 0 DouOle (lype 8) 0 = 0,15 L2 = 0 ASPRW.T 029 0 90 0.258409 ~ TahIIkN (cdc,) (tee M1) 0.34 Zt = 0 ROOFS,MET 0.02 0.90 O,OtS ~lYrn of Canc, (cdc,) (seo Ht) 5.00 l1(A) z 80 11 ~ 0 POND 0.03 0.35 0.012051 Canpod0e 'C (cdc.) (sro Ht) 0,84 N{A) = 0010 B= 0 0.00 0.90 0 1~ of Cam. (Mn) 5 00 S(A) 2 0 O1 n= 0.018 0.00 0.75 0 (Aer") 0.3362231 9 = 0.018 0.00 0.00 0 Feclor 0•84 1c (A) ~ 089 d ~ 0,1518 0.00 0.00 0 hprviMs Aree (sa, R) 12501 Tatel A Comp "C" YaMnM ProridO 208: 3195.5 STORM 32A5.5 l1(8) = 0 Tc (pu) = 0,00 0.31 0.84 OLtk"►(CIS) 0.3 M8) s 0 TqA•8) = 0.89 Aro • C Factor 0.29 S(B) ~ 0 aC'I•A= 0.91 Tc(tot1 = 5.00 qed.) = 0,00 ;01 #2 #3 04 es re et Tc (e) = 0.0 IrtensRyr = 3.18 ~ lbr» Tlme Irtensltty Q dev. V in V art Stcepe A= 0 hc. Inc. WP = ERR l"ft1 (sec.) (In.rtr.) (cfs) {cu. rt.) (ou, rt.) tci. It) R= ERR 1~+•001 (A'c'a) coun.1n1 1~1 v= ERR -acr_==e=~sanass=:=e=II_s:e~-~c=c_~eae_=zaaa~:i~:a TC (lOfd) a 1C (0'Mlftnd) + TO (QUIfK) Te(pu)' ERR 5.00 300,00 3.18 0.91 385 90,00 215 Tc (ove(terW) = q'(L1'NtW.5y'0.9) aest) = ERR CI ■ 0,15 . S 300 318 0.91 3A5 AO 275 L1 a lenp710f OVSder-4 FIOw fbldrlq a 0.00 : 10 800 2.24 0,64 149 160 189 N= Mctlon hcta of overlend fbw (,4 fa euerope g-ess cover) ' 15 900 1.11 0.51 509 210 238 S= ewreqe sbpe of avwland naw ' 20 1200 1.45 0.41 539 380 179 Tc (queer) = lerqlh (A.yv*dty (rt.lsec.yet► 25 1500 1.21 0.35 553 450 103 B= 8olf~om wlah of puutttor a dtch ' 30 1800 1.O4 0.30 585 540 25 Zt = lnverse of cross sbpe one of cktch 35 2100 091 0,98 511 830 •58 I1= Inveree of cross sbpe Avo of dtch 40 2400 0,82 0 23 588 120 • 134 d= deplh of Ibw In puQer (estlmate, check estimate wlth Flow) . 45 2100 0.14 0 21 592 810 •218 Aree = C'8~d"214'(Z1•Z2) 50 3000 0.88 0.19 801 900 •298 WeCedperimetet=9'd+(1lsIn(e!n(121))•t/sln(e"tlZ2)p SS 3300 0.81 0.18 622 990 •368 HyCreu6c Redus = R= AreeNVeCed Perimeler 60 3600 0.81 0.11 845 1080 435 Vebcly =1188fi'R^ 881'r.5 d5 3900 0 80 0.17 885 1170 485 Fbw _ VebcilyAree TO 4200 0.58 0,11 111 1280 •518 n= 0 018 fa esphalt ` 15 4500 0,58 0.18 738 1350 •814 8= lonpihbnel slapo of qtte-r 80 4800 0.53 0.15 142 1440 •648 85 5100 ~ . 0.52 0.15 112 1530 -158 00 5400 0.50 0.14 185 1820 •835 95 5100 0.49 0.14 812 1110 •898 i 100 6000 Z 0.48 0.14 83e 1800 •484 , ~ DitAM',E POrO CALCLXATIONS Rpond Oretsy+ male PanO doreqo volur» • krpNouo Arte z.S In! 12 In111. ■ 521 cu.1t pr'aided: 3295,5 cu. R OFSI • ORYVVEtI REOUIiiE1rEM3 • 10 YEAR OESIGN STORM ' MmdrtKm dao roplred bY Bows61n0 Q 215 cu. R prorlded: 3295.5 cu. R. OKI p r+ NunDw nd lypi of dywob Roplnd • 1 orqN 0 Oado i• i, , A 4.0 PVC PIPE HYDRAULICS, _ pe5 i9n p ipes MMM~MMMMMMMM~ pDC)pD,)C)Ln..~ 3 MMM p,dCA~~ ~~~nppC~~~~~pD 3 MMMMMMMMMMMt~iM ~1M~M~~IMMMMM~ n~~np CheZy.MannI n9 P iPe: LC~RCULaR 3 3 3 . ~ :3 C)t)[,r,L,000n~i°~'Pnn I 3 3 p ~ . ~ FLOWRATE 1Q •00 3 3 . 3 Solve f °r 3 ~13 3 am~~er ( in) ~ 0.013 . ~ D~ 0.01 ~ • . ; ~ ~ ~ . lf to (ft t) 5C~ e ~ p ~ ;3 :.i~'•~:r;Ei;~~ ,t ~ 3 cf,5 SlOPe e 3 .3:;s~~:;{.~, , :3 Fl n~~~~DC~~~' ~z owr at L1,4'~~ . atl+,~`4:`~;,.t~'i:,, ~ ~ ('1'r1~4• ~1 3 ~ .i; •i. 4•. ~ ~ „1 ~(~(~On ~ 7 ' C)C)~,'~' 0 ..,:r,,:•~~t 1~ ('~OOV Dp()~.~ ~ ~ ,~;t~. ~CK) ~ %~~~~~j4 i•}lf~..'C /j , MMM,y~\ . . '•i:n,; . ` . , ~ ~ MMMMMMMM . . . . ~ 5af tdesk 1491 bY ~ ~ . . . ''''~Cs: ; t ( C ~ - • ' L ~ ' ♦ ~ CoPy" ~~h , `4,~, TMMMMM~MMMMM ~ . , I . • : . , . , , j,jMMMMMMM 1 , . ~ ~ f ZnnnnnDnoonOonnDnonoDnoDnDnO cheiy-Manning nnDnnnnnnnnnnnnnnnnnnnnnnnno? 3 Solve for : [ FLOWRATE ~ Pipe : [ CIRCULAR ] 3 3 3 3 Diameter ( in 12.00 3 3 3 . • • 3 3 Manning's n: 0.010 Slope ( f t/f t ) 0.02 3 3 Flowrate : 6.55 cf s , ~ 3 3 3 3 (ESC) to exit. . . ; 3 ODODDODODDDDDDDDDDDDDDODODnDODDDODODDDODDOODD00DDODDDODDODDDDnDDDODOODD Y 3 ' 3 3 . , ` 3 • ' 3 3 . . ; . 3 ~ TMMMMMMMMMMMMMMMMMMM Copyright (c) 1991 by Softdesk~ Inc. MMMMMMMMMMMMMMMMMMMMM) ~ . . . . , , , . . . . , . . ~ . . ~ : • . . . r . , . ~ . , . ' • V i , • d ~ • 1 1 ~ ■ ' , ' . , • , , i 1 , . ` r i , ! , ' ~ • ' t ' ' i i ` 1. ' t . . • , , }I , ' ' t -UMMMMMMMMMMMMMMMMMMMMMMMMMMM AdCADD - Design Pipes MMMMMMMMMMMMMMMMMMMMMMMMMMMMB 3 ~ 3 ZDDODODDDDODODDDODDDDDODODOD Chezy-Manniny DDDDDDDDDDDODDDDDDDDDODDD0D0? 3 3 3 3 3 3 3 Solve for: [ FLOWRATE ] Pipe: [ CIRCULAR ] 3 3 , ~3 3 3 . 3 ;4 Diameter ( in 6.00 3 3 3 :3 3 3 Manning's n: 0.010 3 3 ; • , 3 3 3 3 ' 3 3 Slope ( f t/f t): 0.01 3 3 ~ 3 3 . ; . . • 3 3 Flowrate: 0.73 cts 3 3 3 . r 3 3 (ESC) to exit. 3 3 , • a OnnonnnnnnnnnnnDnnnnnnnnnnnnDnnonnnannnnonononnnnnnOnonOnDnonaonnnDnnnnY 3 3 3 3 3 3 3 TMMMMMMMMMMMMMMMMMMM Copyright (c) 1991 by Softdesk, Inc. MMMMMMMMMMMMMMMMMMMMM.) 1 ~ . r ~ i ; • i , . • • i r ~ • '`r:• . ' . ~ . , ~ ~ , ~ 1 , • ; ; ;11,~ , r~.ti~' . . ; , . , , . ~ ~ ~ . ~ ~ . ; I • trA~.t~~••••~a/.;.'~:31,:Lsi.tla!x..a►uu.N.►1.A.11dfl~SY~1MlW~Li~s~.t~ua~.., u , UMMMMMMMMMMMMMMMMMMMMMMMMMMM AdCADD - Des i g n P i pes MMMMMMMMMMMMMMMMMMMMMMMMMMMM~-~~~~ ~4,~;~ . znnnnnnnnnnnnnnnnn~nn~nnnnna chezy-Manni ns DOonnnnnnnnnnnnOnnannnnnnnna? 3 3 3 3 ,~..~•~,j:: . • ~ ~ 3 3 Solve for: [ FLOWRATE ] . Pipe' [ CIRCULAR ] 3 :7 3 3 .7 ~ 3 ,r ~c;i ~ 3 3 Diameter ( In)• 8.00 3 3 ~i~~;4.~,~-r,`~~~;:~•',iyj'~'~'.~ 3 3 3 3 Manning*s n: 0.010 3 :3 ;~~,>>j~••~~ "~s . 3 3 3 3 3 Slope ( f t/f t ) 0.01 3 3 3 3 3 3 Flowrate' 1.57 cfs 3 ' ' • ; 3 3 3 3 (ESC> to exit. 3 3 @DDODODOODDOODDDDDDDDDDDODODDDDDDDDODDDDDDDDDDDDDi)DOi>DDDDDDDDDnDDDDDDDpY 3 . . 3 `A . :3 ~ 3 tJt~tG,. ,..I.l II`a ~ . 3 3 . pipe: l CIRCULAR -1 ~3 . ] for * ~ FLOWRATE 5olve 10.00 3 piameter . ~ p.O1Q 3 . ` Mannin9'S n' 1 3 0.0 ~j 3 ? ~ Slppe (ft/ft)* . 3 3 ~ . ' ~ 3 3 3 . 3 3 F lowrate : 2.85 cf s to ex it . (ESC) 3 . DC~DDDDt~DDDDODOODDD ` n~onan~noc~n~~n~~n~~ . . [0000000 . . ; , 3 3 ~~n~~~~,Dc~ODoc~c~PnD . 3 ~pa . , . 3 ' t , ~ i ~~v~ y +y .r 1 r , • . i . ' 1 , • ~ CIRCULAR 3 pipe 3 , ~ 3 3 ve for : [ FLOWR ~0'00 ATE 3 3 So~. ~ r ( i n ) : piamete 0.0lp 3 , , Manning'S n: 0•02 . . . . 3 51oPs . . , : t~~p~pppn~Y . 3 .03 ~f S t E~~ ~ t0 ex i t - 3 3 F lQWr ate' a p~p~OD00000000pppp . . ~ . . 3 ~ ~ppOt~-)pLQ~pp~ 3 :3 , ' ..!`"L~•} 3 npp~~~p~DOC~a~D ~ : ~i'.~:~~~`~ta?% ~ • . . . ~~t,•; : ~ ' ~ • ~11 • 4 .1,~~ tA' , 1 ~ ' ' . , ~ ~ ~ , ~ , u ~ ~'`%.t~;o ' ~ . ~ • , . 'i• ~ 1. 1 ~ •?:'sP,%~~.`~~~ ~ ~ iy~. . , ~ ;~,r,'; ' . ~ ~'•'~;~~'~~f~~+ ' . ~ . 404~ • ~ C • 1 ` , . " r ~;I;~~~`~i ~M• ` ' , ' ' ~ , ' ti I • ~ ~2~~~i`~'~~~r ~ ti ~ ~ ' • 1 • ,l ~~~,~~~I~S ~F 1• ' ~•T+: ~t~~~~'Y + ' ~ r~ , ~ ~ J • ' . ~';~.~~iF ~ t . ~ • • l• ` , . f.1 ~ g• ' 1 , : ~•,+':~~,'~.F t ~ • • • . . ~ ~ 1 REVIEW COMMENTS SPOKANE COUNTY ENGINEER DEVELOPMENT ENGINEERING SERVICES PROJECT B94064 REVIEWER: Bob Turner PROJECT NAME: CA Roofing DATE: 13 Jul 94 ADDRESS: 1321 N Thierman REVIEW 1 CONMENTS A benchmark is required for this proj ect . A benchmark is a physical mark or object used as a reference for elevations. This point must be left undisturbed by construction. Please indicate on Site Plan. Show a typical section of a swale. The swale must be sodded and side slopes should not be steeper than 2:1 for up to 12" in depth. For swales with greater depths use 3:1. The top of the swale should be a minimum 2 in. above the drywell lid. Show all relevant elevations for drainage calculations. Minimum private drive width is 121. Suggest you use 15' for your truck traffic. ' An appropriate sca,le is required for the plans. Provide drainage calcs for acess road. Show all elevations to check road drainage. Show conc. cap in drywell detail. Comply with design deviation comment for 12" freeboard in swale. 1 J-U-B ENGINEERS, Inc. TRANSMITTAL LETTER ENGINEERING SURVEYING PLANNING TO: 60 /3 TUrH Pit. lP, DATE: , P R OJ ECT: ~j l~ m~I ~G1it ~ycf LD r ,t ZOB ff lCe.VI`77- WE TRANSMIT: 0 Herewith ( ) Under Separate Cover ( ) THE FOLLOWING: Design Drawings SJS Shop Drawings ( ) Construction Drawings ( ) Samples ( ) Specifications ( ) Product Literature ( ) Copy of Letter prG,;~T r'-dr,d5, THESE ARE TRANSMITrED: For Approval For Your Use For Review & Comment For Information & File For Your Distribution As Requested ( ) For Record ( ) DESCRIPTION/COMMENTS: 12 ~ / DISTRIBUTION: (1) Owner ujdlx~ ,J , ( ) Contractor ( ) FROM: J-U-B ENG EERS, Inc. W. Q& Krverside. Jujte Jpakane, riA yyGUl (aU9)-4otl-:Sr~/ _ - S ! RECEIVEn i ; JUN 2 9 1994 ~ j ~~P~J►vi`~ ~~-E~GI~~EER SPpKABdE . i 1321 NORTH THIERMAN PARKIlNG LOT "208" RETROFIT DRAINAGE REPORT JUNE 1994 OV'VNERS: WALLY JAMIESON/C & A ROOFING PREPARED FOR: SPOKANE COUNTY BUILDING DRAINAGE DEPARTMENT PREPARED BY: J-U-B ENGINEERS, Inc. W. 422 RIVERSIDE SUITE 722 . SPOKA.NE, WA 99201 1d ,-ll'ii~'L ~',JsuC i)OCUMENT ~~OIKANE CoUrt i-Y ENGINEERrS OFFiCE Ni No& ' VL^e IA.~! Tl'\.O\.V~. ' . 1 Su'tjfvllTi AL 4 . RETURN T~ ~()UNTY -EM(3IN~*9 INDEX 1.0 INTRODUCTION 2.0 POND SIDESLOPES/DEPTHS 3.0 DRAINAGE BASINS/CALCULATIONS 4.0 P VC PIPE HYDR.AULIC S , 2A ..t`~ N. ~l wr1s, `S f ~O . (P ~ Z •~j 22fion ~ ~o R~ o CSSIONAL 1W EXPIRES ~ 6 1.0 INTRODUCTION This project is intended to provide "208" stormwater treatmern to an existing asphalt parking surface. Design deviations requested by the owner were approved allowing a 12" storage depth below the drywell rim as well as 2:1 sideslopes. All buildings have metal roofs except building No. 2 which is an existing asphalt shingle structure. The "208" Treatment calculations include the roof of building #2. The other building roofs are included in runoff flow calculation but not "208" area sizing calculations. All flow is by gravity to Pond 1 or Pond 2. 2.0 POND SIDESLOPESlDEPTHS Pond 1 will have a depth of volume = 1.0'. The bottom elevation will be 84.92. The side slopes will be vertical walls. Pond 2 will have a depth of volume of 1.0 with vertical sidewalls. Pond 2 bottom elevation is 85.05. 3.0 DRAINAGE BASINS/CALCULATIONS ~ • , ^p~ ~y• . , ' y . . . ' ' , - , ~ , • DESIGN POrD1 PROJECT: PAR1cING LOT RETRO Titv~ OF CONCEMRATION (mrxtes~ , . : , , . , • . - . BOW5IRING MET}~100 (TEN YEAR S'TORI+I ) . ~ - ' ' ~ • ' ~ ` DETENTION B~ASIN OESIGN B0.SIN' 1+2 . ~ . . . , ' ~ ~ . ' • . - • Tc aertend Tc ~eas ~ A'~ ~ , . . REvIEwER: ~ ) . . . . , tJIRvIB~R OF DRYW~LI.S PROPOS~D OwTE: 27•,Jtr~S4 . , . ~ . • _ ' • , ~ . ~ , ~ ~ ~ . . . 151np1e ~type A} 0 Double (type 8) Ct = 0.15 l2 = 0 ASPl1ALT 1.06 0.90 0.954525 ~ ~ . . . TatelMee (cdc.j ~9eeHt) 1.30 Z1 = OROOFS.t►!ET 0.20 0.90 0.180808 . : . Time of Canc. (cdc.) (see H1) 5.00 . Lt(A} = SO a= 0 POND 0.03 0.35 0.012052 . . Composi~'C(celc.) (seeM1~ 0.89 N(A) = 0.018 B= 0 0.00 0.90 0 • • ~ . Time of Canc. (min) 5,00 S{A) = 0.01 n= 0.016 0.00 0.75 0 . . p~ree (Acres) 12959137 s= 0.018 0.00 0.00 0 . . C Fecta 0.88 Tc (A) = 0.89 G = 0.1818 0.00 0.00 0 . . . ' ~ - . ~ ' . ' : . I 'ou5 Ares ( R 46199 To~l A COmp'C . . , - • ` ' . . • . . v . ~ . , x., . : < . sa-' - ~ mOerN sQ• ) . . _ 208: 1925 5TOR~1 1825 Lt(B) = 0 Tc IDu1= 0.00 1.30 O.B~ • • - . ; . . '`j• ' . VOkxne Pro~ided . . ' . _ 8 - 0 T A+9 = 0.89 _ • . . _ . - . . . . , . . . . p~l}bw (cts) 0.3 Ni 1 - a ? . . ~ ~ . . - • . • • ~ . ~ 5 ~ ~ ~ ~ ~ _ ~ ' . , . . g = 0 0=C'I•P~= 3.~ • - ~ ~ . . Area C Feda 1.15 ~l } , . Tc~mt} = S.oo ~ qest) = 0.00 ~ e1 t2 1'3 f4 !5 i6 tI Tc (B~ = 0.0 InEer~y = 3.t8 Tirr» Tm~e Irte~ty a dev. V in V ot~ Sicrope A= 0 Inc. Inc. YVp = 6~Ft (min.) {sec.~ (in~r.) Icts? (cu R) fcu. R) (a. R) R= ~ : (t1'60~ (A~C`t3) (A1t.`R2~ (!S-IS) ~ = ~ Tc (Dotal) = Tc (werter~d) ~ Tc (~er) Ta9~1 ~ ~ ~ 5.00 300.00 9.18 3.BS 148T 90.00 1377 Tc (o+ater~d) = Ci'(LtTYS~'O.Sp'0.6) ~(e~) = ~ ' ~ a=o.~s 5 300 3.18 3.85 1487 90 1371 L1 = Lag~ of Ov~ertend flar 0.~ . . 10 Q00 2.24 2.57 1804 160 182~ N= dic~on feCbot of werfend Aow (.4 tOr s~Arap~ Q'e~ Cowr~ . 15 000 1.77 203 2035 210 1165 S= ererape slopo of orerterb fbw 20 1200 1.45 1.66 2188 360 1808 Tc (~Jfer1= L~ IRyVebdiy (t,/sec•yQ0 25 1500 1.21 1.39 2224 450 1T74 B= BdDom r~dh of ~lDer a dtcl~ ' 30 1800 1.O+1 1.19 2270 540 tT30 11= in~er*'.a of cross sbpe one ot Qmch . . 35 2100 0.81 1.04 2299 630 1889 II= irnwrse of cross sfope ba of ~ ' 40 2400 0.82 0.4t 2354 120 1634 d= daDth of 11ow In pumer (estirtub. d~edc ~me0a r~ Fbw) . 45 2700 0.T4 0.85 23T9 810 15~ Nee = Q'B•Q"1R'(Z1~I2) so sooo o.ea o.~e 24~o soo ,s~o w«aav~irr~=e~a~c,~r~aa,cv~,~rv4r,~e~c~)u 55 3300 0.64 0.73 2498 990 1508 Hydrn~ic Redus = R= AredWebd Perlrtwbr . 60 3600 0.61 0.70 2591 1080 1511 V~btily =1.488fi'R".861'S".5 85 3900 0.00 0.89 1155 1110 1585 Fbw = Velociry'Pree 70 4200 O.SB 0.87 2863 1280 1803 n= 0.016 ior espf~et . 15 4500 0.58 0.84 295T 1350 1601 s= brgidt6nel slope ot puKer . ao ~$oo o.s~ o.e~ ~e~ ~ao ~s~~ 85 5100 0.52 0.80 3104 1530 1574 00 5400 0.50 0.5T 315e 1620 1538 05 5700 0.49 0.58 3262 1710 1552 100 0000 0.48 0.55 3361 • 1800 158t oRar~ Pa,n caicuunorrs . . ~~+~v~~~ . ~ - , = Impervious Aree z.S fnl 12 inlR = 1925 cu, R , • . ' proviaeC: 1925 cu. R OKI , . . ORYWFLL REOUIR9~EN15 • 10 YEAR OESIGN STORM 1,1~6mm e0ornpe req,irod by Bo~Lir~p = 1808 cu. R . pro~+ded: 1925 cu. R OKI . • Nmber end type of Drywels Req~ireC = 1 Sin91e 0 DaiCle ' . ; . , , , • ,;::~'s~c,:~'. . ~ , . ' . .3 • . : . . . . J J J . . . . . , r• . . ' ~ ' , ~ • . ~ ' ~ . • e ~ • . ~ 4 ~ . . !NG b£iN00 N YFl+R STORM DEStGN) PR4,~CT: PARS(ING LOT F2E1R0 11►~E OF COt~CEMRAT~oN f mrntes~ - ' BOINSTR P~ pN BASIN OESIGN BASHd: 3,4 8 S . DETETJI'1 REV~EVVER: Tc (overfar~dl T~ IC~I Mees 'C' A'C . . DRYWELLS PROPOSED D~ATE:, 27,Xn~8t ' • . ~R OF 1 S~n A) 0 Doude f tYDO 91 Ct = 0,15 L2 = 0 ASPFIALT 0.8E 0.90 0.593058 . . 9~ (~iDe Tat~iArga calc. see M1 0.95 Zt = 0 ROOFS.NET 0.1~ 0.~0 0.230T63 . ( I( 1 Tme of Conc. celc. see Ht 5.00 L1(A) = 80 ZZ = ~ POPO 0.03 0.35 0.012052 . . { ) ( 1 pp p 0.00 O.GO 0 , . ~ ~.70 N(A) = 0.018 L7" ~ ' . ' . ~ ° « _;j•... .i--f.S .~a~.i COfIpOSl18'~~~~) l~H ~ . . • . . , , . . ~ . , _ ' 0.00 O.TS O . ' . • . J\ '-r . s,r - y: ' Time of Conc. (m+n) 5.00 SlA) 0 01 n _ 0.010 . . . . . . , . r . . , . ;t, Arva ACres O.B5427 s - 0.01~ 0.00 0.00 0 ' . . . • . . . . ( 1 . . p,gg Tc {A) = 0 89 d= 0.1818 0.00 0.00 0 . ~ . C Facia Tofd A Cdnp ~C . ImpeMaus Area (s4. R.) 18704 _ , 0.45 0.88 ' ~ ~ ' . . Vokme praide0 2aB: 1227 SfOf~1 1127 Lt(B} _ 0 Tc lflu) 0.00 . Qtfb►r(cf~) 0.3 N(6) = 0 Tc(A•8)= 0.69 ' . • t Area' C Fecta 0.8~ S(B) = 0 4~'I•A= 2bT ~ Tc(td) = 5.00 C(at) = 0.00 ~2 t3 ~q !5 tp tT Tc (9) = 0.0 Ir~fsnsily = 3.18 Time Time Irter~sity 0 daw. V in V at Staeqe ~ , Inc. Inc. Wp = 6~Ft min. (set.) (inJhr.) (cfs) (cu. R) (cu. R) (ai. R) R s ~ . ! 1 (=1~gp~ (A'C't3~ (Ot~l.Y2) (IS-iQ) V= B~Ft Tc (botd) = Tc fa~w~dl' Tc (q~) Ta9~) _ ~ . 5.00 300.00 3.18 2.6T 107~ 90.00 o6t Tc {ove~~end► = Ci'fL1TY9^O.Sp'0.9) q~1' ~ ' a = o.,s 5 300 3.18 2.67 1074 90 ~St L1= Len¢h o~ OreMrd Fb~r Ma1dnD = 0.00 ' . . 10 800 2.24 1.88 13Tt 180 1141 N= tnc~on feaa of a~ertand fbw (.4 fa erergqe press c~) 15 900 1.7i 1.~9 14D0 1T0 1220 S= eNeroQe sbpe ot o4erten4 Aar 20 1100 1.45 t.12 1568 380 1228 Tc = len~n (2yvebaty (EJe9c.3+80 25 1500 t.21 1.02 t818 450 1178 B= Bdfam ~ndm ot flutper a~h ~a ~aoo ~.a o.st ~sai s~o »2~ z1= ~nre~ or a~s sa~e a,e or d~n 35 2100 0.91 0.78 1Q83 830 1053 ~nverse ol anss sbpe bro of ~ ~ 40 1/~00 0,82 0.69 1T13 720 1003 d= dept~ ot lfow in put~ (es~rtmh. c~~edc ~5meb wtQ~ Flow~ 45 2T00 0.~4 0.62 1T42 810 Q32 Aree = d'8•d"2l2'(Z1•Z2) 50 3000 0.~8 0.5T 1TT2 900 872 we~eoae~n,e~e~=e~a~~uantea~~2>>hvgr~ea,l~22?!t 56 3300 0.6t 0.54 1829 980 839 Hydre~c Ra6u, = R= AredWe~C Penrnetsr ~ BO 3600 O.Qi 0.51 1897 1080 817 ve~ocity =1488In'R~.88rs^.S • @5 3900 0.60 0.50 2011 1170 81T Fbw = Veb~tY'Ate~ 7p 4200 0.58 0.4~ 2098 1260 838 n= 0.018 ta esphet TS 4500 0.56 0.~7 1165 1350 815 s= brqadi~l sl~oDe o( p►~Ser . 80 4800 0.53 0.45 2181 1440 l42 5100 0,32 0./4 2171 1530 74~ ~ . ~ 0p 54QQ 0.50 0.42 2311 1820 691 9S 5700 0.4D 0.41 2388 1710 678 , tA0 6000 0.48 ' 0.10 2180 1800 660 -r . ' . , ~ ~ . . _ DRAlNA~E POPD C~aLCUA710NS Re4uired 9ressY swele PonO stcrap~ tiokir~g =lrtpervious Area x.5 iN 12 in/Q. = 11A6 cu. R pran0ed: 1Z7J cu. R 01(I ~ • pFtYWE1,L REOUIREINENi'S • 10 YE~aR DESIGN 570RM . . M~dmum sCOr~ge reqired tr~l 8v~strfrq s 1?28 Cu. R , p%ided: 1227 cu. R OKI , Nmber end type ot Dryweis RequroO = 1 Sinple 0 DouDie . • , . . • • . , ••~c.~w~' : . . ~ . . . . ,1 ~ ~ ~ J J J ~ 44i ; It * . • . ; . ~ 4 ,M1 .r;~,t+ ~ ' ~V ` ~ • . a r ~ . rC . , ~ THIERMAN DRAINAGE PROJECT KLIEVYER ~ ~ SUMMAR'Y OF BA.~N DATA pfiR3194 FlLE: THIERI ~ BASIN ASPHALT METAL ASPHALT TOTAL POND PiPE NO. PAVEMNT ROOF ROOF AREA AREA QfA. AREA AREA AREA MfN. 1 25876 6698 2397 38121 0 2 17926 ZO'ra3 0 22979 1500 3 8817 4578 0 13995 0 4 7384 6060 0 14140 0 5 12507 726 0 15233 1500 72506 20115 2397 104468 3000 1 Z , 3 G~S 4I . ~y ,Ir'~~-i••~f~'. ~`:'{i},~. - • . . ~.'+S . • V Y~ , 3'1~1 . ~ ~ , ~ ' N 4 1'~{ ~,1rt Y f ^ ` •t . ~ . • ~ . ~ ~ ~ ~♦4 y ~;N~1~ ~ • • Vt ~.a . ~,t ' • • ~-Y ~Q~~ ~ •~y~1►~ . f : ~ t' . ' • ~ ~ ~ • ' ~ ' Y i,. ,r' 'L ' ' ' j.. ~s ~ ~ ~ ' ~i t ~'i'..-, . r _-i . - . . , . , i,.•'C Y `~~~y.r"y r` p ' . ~ j~A •L . a . t • • ^.r~ ~ ♦ . • i r'~r~~ -Xl• h~ J,~ ~ . . , - . ~ . •-f, r , C{ ;~I..: , , r•. ~ ; i~%''~ 7:.~ .%';y• . ' v ,~i".,' ~z /C!'y~~"-~ ' ~ •A~'+ ~ . .'~.t ~y~~ ~ :~:~'!"'-i - P . 'c._ ° , „ '-wC ~`~`k«'' , . ' ~ ' • • ' _ ' ~ ' • - f ~°g,~bi~: ,~'F+~'~''~' ~ • • * , , ~ r ~t~ : a~°` :1-„ , . '~:,~Y.'~' -s~• :.~;F'~;a~`.~.. ` 's . , ~ . , , ~.a - . • ~ ' BOMV5IRPJ(i ME7H00 (TEN YEN2 STORM DESIGN) BASINiFL PROJECT: PARIiING LOT RE7R0 TIME 0F CONCENTRATION (mnLles) OEiEM10N BISIN DESIGN BASIN: 1 , REVIEVVER: Tc (ovarlend) Tc (pulterI Mees C. A'C MABER OF ORYVVEIIS PROPOSED DATE: 23Ju~-44 19nge (iypl A) Q Daut11(typ6 B) q= 0.15 LZ = 0 ftSPFIALT 0.85 0.90 0.584153 ' Tatef AM (cdc.) (see Ht) 0.60 21 ~ 0 ROOFS,hrET 0.15 0 00 0.138388 ~ 1lrt» of Cam. (Cdc.) (iseNt) 5,00 Li(A) = 80 ZZ = 0 0.00 0.90 Q Cdrpoaia'C (cdc.) (s" HI) 0,00 N(A) 2 0.01E B= 0 NOTE, 0,00 0.90 0 : 1MM 01 CCr1C. (min) 5.00 S(A) a 0.01 n= 0.011) ASPH II 0.00 0.15 0 Me(km) 0.6028231 9• 0.01eASP++ROF 0.00 0.00 0 CFedx 0.90 tc (A) = 0.69 d= o.Iele 0.00 0.00 0 , hmMNmM kye (m R) 28213 ToDei A Comp'C , VoInw Protiidod 208: 9293.5 Sl'ORkI 3p3.5 U(S) ■ 0 Tc (pu) • 0.00 0.80 0,90 . Outl►ow(Cts) 0.3 48) s 0 Tc(A4B) a 0.49 , Ane•CFector 0,12 S(B) = 0 0-C'I'11x 2.30 TC(t*) s . 5.00 qYSL) = 0.I10 11 02 63 04 05 f8 n TC (B) = 0.0 Intwislry a 3.18 lkne Tirre Intensily 0 dev. V In V aA Slaroqe A= 0 Inc. Inc. Wp = ERR (min,) (sec.) (inJhr.) (cb) (cu. fL) (cu. A.) (cu. R) R= ERR IA'C'031 (0u►.0#2) 1") v= ERR ====■LIIESlf~Yt~SLT/L3r_==Uz=4: Tc (totol) ° Te (&miwb) ' TQ (9uttqr) Tclpul ~ ERR 5.00 30000 3.18 2.30 924 90.00 834 Tc (owrleM) e Ct'(L1'WS''O.S)"0,6) 0(1st) ■ ERR a=o.1s 5 300 3.18 1.30 914 90 934 L10 lervM of Ooetlend FVoa hbldnp = 0.00 10 600 2.24 1.62 1136 180 959 N= Mctlon fecta of arwlend 8ow 1.1 fa ewrope prees coNer) 15 D00 1.77 1.18 1281 210 1011 S= eArepe dope of omfend fbrr 20 1290 1.45 1.05 1384 380 1004 Tt (puCer) = LenpM (A,yVebclry (rtlsec,y80 • 25 1500 1.21 0.87 1401 450 451 e= eottom Wan of pAw a atcn 30 1E00 1.04 0.75 1429 540 889 Zt = Inverse of ao" slope one of dtch 35 2100 0.81 0,88 1148 930 818 12 = irWrerse of cross sfope /vo of d'itch 40 2100 0.82 0.58 1481 120 161 0= deplh of Ibw In quQer (sstimete. Medc estlmehe rAth Flow) /5 2700 014 0.53 1148 810 688 kee - d'8*01112'(I1*Z2) 50 3000 0.88 0.49 1514 900 624 WetloO pwimol9r a B'Q+(11Sir1(e"1Rt))►11sin4e"1/12)}) SS 3300 0.84 0A8 1513 990 583 HyGreulc ReQus = R= keeJWetted Perlmeter 80 3600 0.81 0.44 1631 1080 552 Vebcity =14881n-RA.887-#',5 ~ 85 3000 0.80 0.43 1135 1110 585 Fbw = Vebclty'Aree 10 4200 058 0.42 1803 1260 513 n= 0,018 tor esphal 15 I500 0.56 0,40 1881 1350 511 s= bnpiGrdnd sbpe of puultxx BO 4800 0.53 0.38 1877 1410 431 85 5I00 0.51 0.38 1055 1530 125 ' 00 5400 0.50 0.38 1988 1820 388 ; OS 5100 0,49 0,35 2054 1110 344 ; 100 6000 0.18 0.35 211E 1800 318 ' ~~E Po'D cACumow Reofod grdny 9KAIA p0114 *fbQA 4diM , = ImpeMous Nree x.5 Inl 12 Inlfl. = 1118 cu R praAded: 3295.5 cu R OKI . DRYNVELL REOUIREkCN15 • 10 YEAA DESICN 3NRM ` MS)dmum sforape nWnd Dy Bamtrtrq = 1011 cu, rt. prorlded: 3295.5 cu R OKI MrnDx en0 lype of Diyrrels ReqJnd ■ 1 Singk 0 DauDb ~ ti . ~ ~ BfNV$TRNG MET}pp ((EN YFJAF2 STORM pESI(3N) 9ASINIFL PROJECT. PR2NN4 l0T REfRO TIM£ OF CONtEMRATION (nirxtes) IETENTIQN BISIN DESIGN BASIN REvIEWER. Tc (overbnd) Tc (pfter) Ivees A'C MM6fR Of DRYYVELLS PftOPOSED OATE. 2Uu►-04 ~ i Srgis A) 0 Doubio (rype B) q~ 0.15 l2 • 0 ASPW+I.T OA t 0.00 0.310312 ' ~ td11NN (Ceic.) (eNNi) 0.44 Zt s OROOFS.MET 0.05 090 0.134211T Tkm of Com. (cale.) (m µti) 5.00 Lt(A) ■ 8Q II■ 0 POND1 0 03 0,35 0.012052 ' Ccnposla'C (celc.) (Iol H1) 0.86 N(A) a O.Ots 8■ 0 0.00 0.90 0 Tmo *I Cam. (rfin) 5.00 S(A) • 0.01 n• 0,014 0 04 015 0 Am (Aarp) 0.49309 3 = 0,018 0 00 0.00 0 CFador 0.86 Tc(A) • 0.89 a■ 0.1e`1e 0.00 0.00 0 , h*611AMA Ane (aq rt.) 1792e rotal a como ,C. Ypkx,y pmy{dod 208: 3295,5 STOFiM 3295.5 l1(8) a 0 Tc (pu) ■ 0.00 0.49 0,88 a~(Cfs) 0,3 N{g) 4 0 ?c(A#B)- ' 0,69 ArM •C Feda 0,11 S(B) a 0 frC'I'M 135 rc(cot.) = 5.00 aoaL►a 0.00 H n q a !S 19----^ 47 Tc (8) x 0.0 IMerdty = 3.18 1VrM ttinN Intenslty 0 dev. V In V cul SEroqo A= 0 ~ hm. lnC. MoP a ERR u(mh.) (wc,) (In/tr.) (ch) (cu. A.) (ou ft.) la Q) Aa EAR . (s1'60) (A'C'03) (Out1.'12) (A!s) V = ERR TC (b0W) ~ TO (ONN1Ef-4) ~ TC (41fiM) TCl W) ~ FRR 5.00 300.00 118 1.35 543 90.00~ I53 TC(awlend) •CC(l1'NS1'O.Sy'04) aAst)• ERR C1= 0.15 S 300 3,18 1.35 543 90 453 L I = lenqth of 0ver1en4 Fbw hblbnp = 0 00 10 800 2.24 0.95 888 18e 188 N= Mcton feda of owrleM Aow (.4 fa emrepe press cover) I - 1S 800 1.17 0.75 753 170 183 S= ewrep ebpe o1 owrlend Aow E .i 20 1200 1.45 0.82 802 360 442 Tc (qitter) = Lengh (RyVebcity (R/sec.y80 ' 25 1500 1,21 0.51 824 450 374 B= 8otlom rAdh of puQar a dEcti ~ 30 1800 1.04 0,44 840 '~40 304 Z1= Irwrts o( crm d" orn of dtch ~ 35 2100 0.91 0.39 851 r) 30 211 T1 - Irwtt of crot do" M" of 4tch 10 2100 0,82 0.35 812 120 152 d= depRh ol Ibw In q" (ostlmete, cMdc estimeb nltlh Fbw) ' IS 2100 0,74 0.31 881 110 11 Aree = d'6#d"1/2'(11•12) ~ 50 3000 0.88 0 29 898 900 -4 Weaad perlmeter m 8•a+I ~rdr~ea~I ~m ~r v~r,~ee~l vz~111 ; 55 3300 0.64 0.11 925 990 •85 Frydreulc ReAus = R• AndWeltW Peiimeter 80 3800 0.81 0.28 959 1080 •121 VrtbtRya 1.186ht'1411.661•e",5 65 3900 0.80 0.25 1010 1170 • 150 Fbw = Veloclty'Aroe , 10 4200 0.59 0.25 1060 1260 •200 n = 0.019 ta esphet , 75 4500 0.58 0.24 1095 1350 •255 s= bnpWnd slo" of pAer , 80 4900 0 53 013 1104 1•t40 •339 BS 5100 0.51 0.12 1149 1530 •381 90 5400 0.50 0.21 1169 ~ 1810 451 95 5700 0,49 0.11 1201 1110 •502 100 8000 0.48 0.10 1244 , 1800 •558 • Oft111MAGE POPO G41ClLATIONS ' ReQuired ?assY onale Da►d storepe voUne : Imp"oua Arie x,S W 121n/A. 117 cu A. • ptouide0: 3165.5cu lt OKI • a~ . pR1'YVgtl RECUIRF.NFMB • 10 YFM 0E81bN 8TORM Mmdmum MoreQ1 reorod DY 9orabin0 = 488 cu fl : • , proAaaa: 32e5.5 cu R aci NurtAw enE typo of Urywels ReqdnG a t Sinpk 0 Dablo • w. • Y . L 90WS1RM MfTH00 (TEN YEAR STORM QESIGN) BASIN3Fl PROJECT: PMMNG L01 RETRO TIME OF CONCEMRATION (mnUes) DEIEM}ON BASIN DESiGN BASIN: REVI~WER; 3 Tc (arerlenC) rc (guner) Arees 'C" A'C . ~Ft,h6ER OF DRYYY0.LS PROPOSED DATE: 23,M-94 , t Slnple (rype A) 0 OouDle (lype B) q a 0.15 l2 = 0 ASPHALT 0,20 0 90 0.182189 To6slkoe (cdc,) (see Ht) 0.31 Zt = 0 ROOFS,MET 011 0.90 0,041581 , MN 01 CanC. (cdc,) (seo H1) 5.00 11(A) = 80 12 = 0 0.00 0.35 0 : Composib "C (cdc.) (see H1) 0.90 N(A) a 0,019 B= 0 0.00 0 90 0 11rtM of Canc.(mtn) 5.00 • S(A) = 001 n= 0,418 0.00 075 0 kN (ktM) 0.3075089 e= 0.018 0.00 0.00 0 . C Fedor 0.90 Tc (A) = 0.69 4= 0.1618 0.00 0,00 0 hipw%loiu Nee (sq. R) 8811 To6al A Comp "C' . • Vdnw Pra10o0 208: 3295.5 STORM 3295.5 lt(8) = 0 Tc (qu) = 0.00 0.31 0.90 . iAtbw(ch) 0.3 N(8) = 0 TqA*B)= 0,89 kre' C Feda 0.28 Si B) = 0 ~C'I•M 0.88 sz ,_~w = Tc(td.) = 5.00 qost.) ~ 0.00 !1 f2 03 #b 05 t8 q Tc (9) = 0.0 Inler►sity = 3.18 710n1 11me Inbnsltty 0 dev. V In V out SttepA A= 0 • 'rInC, InC. yyp ~ ERR • . 4'. . ~ (mh.) (sec.) (Ultr,) (cfa) (cu, R} (cu A.) (ci. R) R = ERR . . , ; (0 1 '60) lA'C'+3l lOut+•'n1 I"I V= ERR ,~,qsrsmsrsaana~oaaasasaen:aa,-aeaaaasr_aesaas=aes===s~rra.a~zaa~a::s= TC (EOfd) ° TO (OV'A1*10) + 1C (91b9f) TC(qW ~ ERR 5.00 300.00 31e aea 354 90.00 264 Tc (owrlar►a) • a*(iI 'wsro.s?o.e) asst) ■ EaR . cr•o1s 5 300 3.18 0.88 351 90 264 l1 - lervh of OMerlerd Flow Np{dnp • 0.00 10 800 2.24 0,81 435 189 255 N= Mctlon bcta of wertend ifow (.4 fa evaaq9 press cwer) 15 900 1,71 0.49 491 210 121 S• "reqe Wpe of overtend Ilow ' 20 1100 1.45 040 512 380 182 Tt (qulter) = Lervth (R.►Nebcity (RJSeC.)/80 25 1500 1.21 0.33 538 450 88 8= Bottom wldh of pNfer aditch 30 1800 1.04 0,19 541 540 1 Zt =1nverse of cross sbpe one of Ttch 35 2100 0,91 0,25 555 030 •15 I1= Irtrerse of crose sbpo two of dtch t 40 1400 0.82 0.23 588 720 •152 d= depO of Aaw In puCer (esbmete, ched(estirndu wilh Fbw) ' 45 2100 0.14 0.20 574 810 •238 ArOe=G'9•d"1/1'(11•12) 50 3000 0.88 0.19 564 900 •318 WeteCpetlmeter =B'd•(tlsin(atr(1R1))4 11siMeQX1fZ211) SS 3300 0.84 0.18 603 990 •381 Hydreulc Redus = R= AreaNVett~ed Perimeter , 60 3600 0 81 OJl 825 1080 -455 Veloclry =1.488fi'R".667'94,5 ; 65 3900 0.80 0,11 865 it)0 •545 fbw=Velacfty'Aree 10 4200 0.58 0.18 891 1180 -588 n= 0.018 br esphal 15 4500 0,56 0,15 713 1350 •837 s= bnpl4,dnei sbqe of puCer • ~ 80 4600 0.53 0.15 119 1410 •121 95 5100 0.52 0,14 149 1 1530 •191 ''1 „ 90 ~ 5400 0.50 0.14 161 1820 •959 AS SJ00 0.49 0.14 781 , 1)10 -023 100 ' b000 0.48 0.13 811 1800 •989 '',y •-t~a=asusr=e==z=-~=a-..-~~.-_-e:.= e:c;~__ ~:ar~~:_,~_r=t ;r ORMtkGE POPO CALCUATIONS Required grassy svela paa srorepe roMrne s ImpeMous fWe x.S U/ tZ In1A. = 361 cu, R pro+lOed; 3295.5 cu. R OKI ' : ORYVVELI REWIRENEMS • 10 YEM OESIGN STORM y Medmm eConeqe roqJnd Dy Bawsairg • 264 cu. R, . provldsd. 3295,E cu, A. OKI Nmber end lype of (kywe~s Req~ired = I Sln~ 0 DaibN . . , w . ~w ' BOWSTRING AEM00 (TEN YEJVt STORM DESIGtJ) B,ASINfI PROJECT: PhRKING LOT RETRO TW OF CONCEMRATION (mirwtes) DEIENTION BASIN DESIGN BASIN. REVIEvVER: ~ Tc (arertandl Tc (puGet) Arees 'C' A'C NUMBER OF DRYVVEt1S PROPOSED DAiE: 23-Ju}94 19rg1e (pr" A) 0 Double (rype B) q• 0.15 l1 ~ 0 ASPW4LT 0.11 0.90 0.1521T4 Totd Aree (cdc.) (ses Ht) 0 31 21 = 0 ROOFS,IrET 0.14 0.00 0.125201 ` Tinre of ConC. (Gelc.) (sw H1) 5.00 l1(A) ■ 80 Z2 = 0 0,00 0.35 0 Compostb'C (aelc) (sea H1) 0.80 N(A) = 0.014 B= 0 0.00 0.90 0 T1n» of Cano, (min) 6,00 S(A) a 001 n• 0,014 0.00 0.16 0 An, (kne) 0.305399 1. 0,01e 0.00 0.00 o C FecC~or 084 Tc (A) • 069 a~ 0.1e19 0.00 0.00 0 InpeMaa Nve (sy R.) 1360 Total A Comp "C' Volurw Prori64d 208: 2295 5 STORM 3295.5 1tM s 0 Tc (pu) n 0,00 0.31 0.00 Oudbw (cta) 03 MB) = 0 Tc(A*B) = 0,89 kea' C Fedor 0.26 5(B) a 0 G=C'I'A= 0,88 Tc{tot•) = 5.00 ae5t.) = 0.00 rt #i 93 a of ee n tc (B) = 0.0 intertisiry = 3,19 Tin» Tlmo Inbrtsty Q dev, V h V at Storepe A= 0 Inc. lnc, WP = FR12 (min.) (sec.) (Inlhr.) (cis) (cu A.) (cu A.) (cu. A ) R = ERit (81'80) (A'C'03) (Outl.902) I06-461 V = ERR - - -----====_:s:~----_-=----=-=-==----==~-:_= Tc (6otd) = Tc (naecwd) ' To (t1►Mer) Tc(gu) = ERR 5.00 500.00 3.18 0.88 355 90.00 285 Tc (o++er1en0) z q'(l1'WS"0.5)"0.9) qest) = ERt q = 0.15 5 300 1.18 0 88 355 90 285 l1 a lenpth of Owitend flow Hol6nq = 0.00 10 800 2.14 0.61 431 1@0 257 N= Mcton fector o1 oveAerb 1bw tor evereQe qrass cover) 15 p00 1,77 0.49 491 270 222 S= eraepo sbpa of overlenC Ibw 20 1206 145 040 521 360 184 Tc (pulbr) = luVth (fl.►Nelociry (R1sec.y80 25 1500 111 0,31 538 450 88 8= 8omom wiah of p" a dtch 30 1800 104 0 29 549 540 8 Zt = inren►e of cross siope one of bDch 35 2100 D 91 025 558 830 •14 I1= inwwrso of cross cSopo b+o o} titch 4D 2400 6 81 0.23 5i0 720 • 150 d= doplh of fbw in qu" {estmdo, checlc osbmete with f bwy 45 2700 D 14 0.21 576 A10 •134 Atoe s G'8*Q"2/1'(I1*Z2) SO 3000 0.88 0.19 566 906 •314 WoW pwkrwW =8'A•(1lcin(etnll/I1))+ 11sin(etn(1R71)) 55 3300 164 0.18 805 890 •385 Mydreulc Redus = Rm MdWelted Perimeter BO 3800 0.81 0.11 627 1080 -453 VNocity ■ 1498/n'R".081•0.5 65 3800 160 0. t] 691 1110 •503 Fbw ■ WbWAtee TO 1200 D 59 0.16 693 1260 •5E1 n= 0.018 fa wgphd 75 4500 158 0.18 118 1350 $34 bnpiwroi dopl0f 0" 80 4800 1,53 0.15 111 1440 -719 8S 5100 152 .0,14 , 151 1530 •770 90 5400 1,50 o.4 76e 1e20 -ese 95 5100 1.49 0.14189 1110 •921 100 8000 118 0.13 ~ 813 1800 -981 ORAIWVCE POW CALCUATIONS Raqdrod gressy witU pond st~orepe volume ~ f s a ImpeMous Am x.5 It112 In./ll. II 308 cu.1t. praided: 3295.5 cu rt. OKI pRYVYELLREOUIREW-MS•tOYEAAOESIGNSTORM ' . MaiartL,n storep reqxno Dy eorstrinp = 2e5 cu. rt. • praAded' 3295.5 w. Il. OKI NmDer ena typo of Dryrels ReqU rod = t Slrpp 0 DouOw BOWSTRNG IME1H00 (TEN YEAR STORM OESIGN) BASINSFL PROJECT' PMANG lOT RE1R0 TltvE OF CONCEMRATION (mrnAesI OEIENTIONBASINOESIGN BASIN. REVIEWER: 5 Tc (ererte)d) Tc iqulter) Arees C. A'C • •;•~r NUM6E1t OF ORYWELIS PROPOSEO DATE: 11An-94 t Slnde (typo A) 0 Double (lype B) q= 0,15 l2 = 0 ASF'HALT 0.29 090 0,256109 Tat~kN (cdc.) (see H1) 0.34 Z1 = 0 ROOFSMET 0.02 0.90 0.015 ~ r lYrn o( Canc. (cdc.) (see Ht ) 5.00 lt(A) = 80 12 = 0 PONO 0.03 0.35 0.012052 Cavpoeb "C (cdc.) (sM H1 ) 0.84 MA) = 0.01E B= 0 0.00 0.90 a 1Mm o! Cam. (Mn) 5,00 S(A) ~ 0 01 n= 0.018 0.00 0,15 0 (Aer") 03382231 S= 0.018 0,00 0.00 0 FKb 0.81 Tc (A) ~ 0.80 a= 0.1e11e 0.00 0.00 0 ~A Area (B9. R) 11501 Tofal A Comp "C' YdMPro44d*0 208: 3265.5 STORM 32955 L1(B) ~ 0 Tc (qu) = 0.00 0.31 0.84 OAIOW (CIS) 0.3 M8) ' 0 Tc(A+B) r- 0.89 1kM • C Fada 0.29 S(8) ~ 0 0_C'I'I1-. 0.91 Tc(rot) = 5.00 (Xest) = 0.00 !1 12 03 a ------05 #6 11 Tc (8) = 0.0 Irtensftry ~ 3.18 : lknl TirTM Intenstty 0 dev, V In V art Strepe A= 0 Inc. WP = ETtR (ffkx) (sec.) (Infir.) (cb) (cu. rt,) (ou. rt.) (cl. R) R e ERR 101'601 (A'C'p) IOutf.'nl l"l V= ERR t~zrsa:ts:c:===n=sssaa_~:s:~:~a-:c=ae~tss_azslease=en TC (EOfd) • Te (ovoiiend) + To (pullK) lcipul ~ ERR 5.00 300.00 3.18 0.91 365 90.00 415 Tc (aerlend) = q'(L1'WS^4.5)A0.9► 0(est) = ERR q■0.15 , S 300 318 0.91 385 AO 21S l1 ■lonplhol0vertenCflow Noldnp• 0.00 : 10 800 2.24 0.64 449 1B0 289 N= Mctlon bda of overlend Aow (.4 fa everope Tess cwer) ' 15 900 1.77 0.51 508 270 238 S= everepe sbpa of ouerlen0 fbw ; ZO 1200 145 0.41 538 380 179 Tc (quQar) = Lenglh (rt,yVvlocity (R.lseayBQ n 1500 121 0.35 553 450 103 B= Botlom wlQh of puutfK a citch 30 1800 1,64 0.30 565 540 25 11= im+erse of cross sbpe one of dtch • 35 2100 0,91 0.19 572 830 •58 Z1= IrrAne of cross sbpe Moo of ditch ' 40 2400 0 82 0.23 588 120 •134 d= deplh o! Aow In putter (estlmete, check estimatewlh Flow) 45 2700 0.74 0.11 592 810 •118 IVee = Q'B*0"112'(Zt •I1) SO 3000 0.88 0.19 802 900 -298 WetteAperimeter=B'a*(1Jsfn(e" 1/Z1))+tlsin(e" 1R2))J SS 3300 0,84 0.18 622 990 •368 HydreuFc ReQus = R= A»a+WeUeO Perimeler EO 3600 0 81 0.11 845 1080 435 Vebclly =1.488fi'R" 867'r.5 ES 3900 0,80 0.11 885 1110 485 Fbw = Vebclry*Aree 10 4200 0.58 0.11 112 1280 •548 n= 0 016 fa esphelt 15 4500 0.58 0.18 139 1350 •814 6= bnpihxfnal slope of puulter 80 1800 0.53 0.15 1+2 1440 •698 85 5100 . 0.52 0.15 172 1530 •759 00 5400 0.50 0.14 185 1820 •835 0.5 5700 0,49 0.14 812 1710 •B48 ~ 100 6000 Z 0.48 0,14 830 1800 •9E4 ' ~ _==~==s ~r aDIRA1WE POW CALCIa.AT10NS y, r RoOred r w•/ •"eA pond dorage MUII IO ■ krpwMous Aroe x.S In112 InIA. ~ 521 cu. R proA0ed: 3295.5 cu. R OKI DitYIfYEII REGUIREJrENiS • 10 YEAR OESIGN STORIA Mmdmm atore" roqulred Dy Borsbtnp = 115 cu R praAOed: 3195,5 cu I!. OKI Mnibw end lym of DrywMb Realnd • 1 S1npN 0 DotAN . r - L . • ' M` ~ 4.0 PVC PIPE HYDRALTLICS, PiPeS MMMMMMM DL~' ~ 3 :3 M~~MMMMMM~MM~~ Chely-Mann~'~g : ~ CIRC~LAR ~1 Q iPe . ~~WR 14 • op ~ ~3 ~ 5olve f °r 3 . et { i n); 0•013 ~ a~am er 01 . ~ . , . . f. .,s ~ ~3 ~ i ' S n to S exi~ • ~~pC~D~~ ~ Y ~ ~ 1oPe (f , cE~~~n~,n~,pc~c~~~~'~' 2.19 ofs ~ •;:*;r ~ ~ :1 ~ 3 ~ ~ lowr ate , ~1,,,;,,.~^`..t,i~`,~.•~.5:,' 3 (?[1`'~ D QLVLpC~ ^c . . , ~ ftd~~k j. • ,F~~r*.;;,~ . ,~991 bY 54 J.~` . yr c ~ F + , . ~°P • ~ ~ . tM~MMMMM ' ~ . MMMµM,,~~,t►+~"A , . . ~a 4~ . i SM~M . . . 3 ~ 3 ZnDonOnoOoonnOonnnnOoDnonnnn chezy-Mannin9 nnnnDOnnnnDnnnnnooonnnnnnnon? 3 , 3 3 3 3 3 3 Solve for: [ FLOWRA7E ~ Pipe: [ CIRCULAR ] 3 3 3 3 Diameter ( i n ) : 12.00 • 3 3 Manning's n: 0.010 3 3 I . • v 3 3 3 •t . I`y ~ ~ ~3 SIoPe ( f t/f t ) : 0.02 , • . 3 3 3 3 3 3 Flowrate: 6.55 cfs , 5:, • t., ` 3 b• M~ CY 3 3 (ESC) t0 eXit. 3 3 3 OODDDDDDODDDDDDDDDDDDDDODDDDDODDODOOODDODDDODDDDDDDDOODODDDD00ODDODDODDY 3 . 3 4 , 3 3 , . .3 , 3 . , 3 . . 3 ~ . ' . 3 FMMMMMMMMMMMMMMMMMMM Copyr i g ht (c) 1991 by Sof tdes k, I nc . MMMMMMMMMMMMMMMMMMMMM? . , , , , . . r ; , • ~ ~ . ' . ' • ; ~ . • ~ ' V • ~ ' L ' S . ~ , , . '1 . •UMMMMMMMMMMMMMMMMMMMMMMMMMMM AdCADD - Design Pipes MMMMMMMMMMMMMMMMMMMMMMMMMMMMa 3 . ZDDODODDODDpDDDDODDDDDDDDDDp Chezy-Manniny DDODDDDDODDDDODDDDDDDODODDOD? 3 3 3 3 . . 3 3 Solve for: [ FLOWRATE ] Pipe: [ CIRCULAR ) 3 3 . 3 3 3 3 . 3 Diameter (in): 6.00 3 3 3 :3 . 3 3 . . r 3 3 Manning's n: 0.010 3 3 3 3 , 3 3 3 3 Slope (ft/ft): 0.01 3 3 " ~ , . 3 3 3 3 3 Flowrate: 0.73 cfs 3:~ ' 3 (ESC> to exit. 3 3 . • 3 @ODDDDDODODDDDDDDODDODOODDOODDDDDDnODOODODDODDDDDDOf)DODDDODOCtDDDDDODDDDY 3 3 . . 3 3 3 3 3 3 TMMMMMMMMMMMMMMMMMMM Copyright (c) 1991 hy Sofkdesk, Inc. MMMMMMMMMMMMMMMMMMMMM~ ~ r r ~ . f• ~ ~ ~ . . ~ ! ~ . 6 • ' . I ~ . , ~ , i~~~ ' • ~ . . . ; ~ , y, , ~+t , . ~~1;~ , ~ . ~ ~ . . ~ ~~1,,?1,,.,,,},, , . t . • ~~ra:• ~ . ~j ~ , ' ~ ~ , .i~ ,.1 I' ~ . ' ~11~~ . r~ . • ~ f ~1 • ~ ~ ~ ~ ~ ~ ' ~1 i 1,,. SI i1 ~~.5` 1 ' ~ il , • . • Y . ( . • { , I 1 I . , ~ . . (nl~.L17r'~t.l.J'.~~_'ri..ss~.tL!!.e►..1►111►1.1~►1►~ALS1~11 U u.l~ u tIMMMMMMMMMMMMMMMMMMMMMMMMMMM A CADD - Des i g n~ P i pes ~MMMMMMMMMMMMMMMMMMMMMMMMMNlMMa--'° , , , ~ ; . . . 3 zpnnnnnnnnnnnnoonnDaanannnDa chezy-Ma nn i ns nnnnnnnnnnnDnDnnnnonnnDanaaa? 3 3 3 3 ;,.,,a'~~~.,•'~~~~ , ~ 3 3 Solve for: [ FLOWRATE ] Pipe: [ CIRCULAR ] 3 3 3 3 3 3 3 3 Diameter ( in 8.00 3 • ,r.{.~,~i ` ~ } ~a / 3 3 3 3 `l ,l Manning's n. • 0.010 3 3 ~ 3 3 3 3 . . Slope ( ft/ft ) 0.01 3 3 3 3 3 3 r ~ 3 3 F lowrate : 1.57 cf s 3 3 3 3 3 3 3 (E5C> to exit. 3 3 , @DDODDDDDODODDnDODftODODDODDDOODDODDODDDDDDDDDDC>DDi)ODi)OL)DDDOGODDD00OODODY 3 , 3 3 . 3 { { . , . ..im iiiy L)t. 1 3 3 • ' PiPe• • ~ CIRCULpR ~ ~ 3 , lVe f or [ fI.OWRATE 3 . 3 50 : lo .00 . ~3 ~ n)~ ~ ~ piametier (l~ , ~ 0.010 3 3 3 3 ,S n; 3 3 Mann, ~n9 0.01 3 3 . 3 S1oP~ (f t/f ti ) - : 3 3 3 ~ : ' 3 ~ tQ ex 1} 1• • 3 Flowrate: Z.e~ c~s <~SC) on0nnnonnnc~DnnnnY ~ . 3 , 3 . 3 3 ~opnn~ . ,...w.... .r •~~i { MY' . •r.Ir~.i ~y'; .y ^ •1, 3 • . , , , A. • I • 4• . P lp~ : CIRCU~"r. 3 WRAZ ~0.00 ~ 3 , . . 501ve fov• ~ 3 plameter p .olo ~ ` . . Q . 42 ~ 3 ~ ~ Man~in9 S n~ . Slope ( f to ex1t~DpQppDpDDpOO • ~ „ , . . , ' 3 4 3 cfs tE ~ a~ppp[)D ~ . .0 loW,c ate • p~~~~ p~ pp D . . ; ~ pp . . ~ . pp~y~p~DOL~~ , ~~i i • , ~'t,;;, . . ' ti , . ' ~ , i , f ~":r • . , :N,~ ~ 1 , ~ i t?'%'%.V~~ Y~ 1 . . ~ F+'.:.:i. • .~"~C:'t' `~~L ~~~ti ~ ~ . 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