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Marietta E 15708 Concrete Paver Plant SPC'. 4E COUNTY DEPARTMENT OF Bl►I,.3INGS W. 1303 BROADWAY AVENUE SPOKANE, WASHINGTON 99260 (509) 456-3675 I certify that I have exam ined this permit/application, state that the iniormation contained in it and submitted by me or my agent to compile said permiVapplication is true and correct, and authorize Spokane County to proceed with processing. In eddition, I have read and understand the INSPECTION REQUIREMENTS/NOTICE provisions included herein and agree to comply with same. All provisiona of lews and ordinances governin9 thia type of work will be complied with whether specified herein or not. I understand that the issuance of this permit/application and any subsequent Inspection approvels or Certificetes of Occupancy shall not be construed to give authority to violate or cancel the provisions of any state or local law regulating construction, or as a warranty of conformance with the provisions of any state or local laws regulating construcUOn SIGNATURE OF APPLICATION OWNER OR AGENT DATE AT C A T T 0 N DA7f'SM 10/17/9 S F'Af" y'i i TEi 1S ~ ~~'~~~'~~~i~ ~'T.~**.~.~* . , f" N ~ W C1 IRK W T T 1•4~~ llT w1 1= f.=F.M.f T , . i . , i E f i=, t ti' r A I~;; i , ► ~ ,t _ ~_y, : i 11•: i..t Nr:. i.d A 9 9 2 16 1' i:: I°'AL'Eh F'LAN i ~ir:~ • F't::+KFarv~° a'i~Dl.1S'1'~'i'SF~l._ C'f'~F~~k: 0 hE E w,: J • ;.i S) I ~ 'TV F.. i~'ir~~~• w'~ W~:X?1' F~I:- 4;ii? [)F'~~'7'1.`:.. "i1i> I'~ 'W... „ X►1:.1 ~"I I..TNG,~F1'~'F"R D3:,`'r . , ilJ t`,JF: ,'F~'~ ~I.;. I~rJ F.. i N:(?UT'R:C til... F'F1F~'I< F'Fi(7N E::~:. ~ ~ ~ : ~l~~'f:~ . 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I' . lA! )c H. ~r.'t) . , SP1 VE COUNTY t7EPARTMENT OF BI,-',JINGS ~ W.1303 BROADWAY AVENUE SPOKANE, WASHINaTON 99260 (509) 456-3675 ~ I ceni(y that I have examined this permit/application, state thatthein}ormation Contained in lt and submitted by me or my egent to compile said permit/application is true end correct, and authorize Spokane County to proCeed with prOCessing. In eddltion, I have read and underatand the INSPECTION REOUIREMEN7S/NO71CE provisions included herein end agree to comply with same. All provlafona of lewa end ordlnancea 9overn(ng thle type of work wlll be complfed with whether specified herein or not. I understend that the issuance of thls permiVapplicatlon and any subsequent inapeCtlon approvals or Certiticates ot Occupancy shell not be construed to give authority to violate or cancel the provislons ot any state or Iocal law reguleting constructlon, or as a warranty of conformance with the provisions of eny state or local laws regulating construction. SIGNATURE OF -APPLICATION OWNER OR AGENT ' DATF ~ • ~ . . . . ~ ~t , . . . . i ~ ~:i .~f C i ~~~~.►r~ii:ii~:f~... (-)ne>9()9 PfaYi"fEN7 far' Ft::ES. °UA7EIM 1 1 !06/91 xr-*'E'FZMTY rNroRMArioN '~~~~-~~*~~~~~~~~~•~~c~~~c~:~~~~~~~~ R;F. . . ~ . . . . , ~ .i.~~.. .\~ti;ri. • . . . . . . .r. . . . .,:~~7f:. ':-ti; b ~SF~I"~T(~~~rA r~v~ ~~AF~CF~.O~ 1;~ a4i --S'i~~? ^I1,/f L e; (~1(,-.) ~1\ Y /t. 'i ~~~1=. r: W~~ 99216 1 ! . ~ . . ~ ~ • 'v. /7'~I ~.`1 i~ 0 r-lC r;lT E F'A vF R Pi._A N r . F~ F, 1_r-1T N AME:'--t: SF1OKANE INDUST'IRTAI_ PAr:K LOT= IOiVE= 1-3 AI,ST~:.- r- n WZ nTFi:_ .430 t) E F'Y1-i... 10 r<<,'l.kI . D WC:I..I._:CC .sWATE~'~', X?TS'T Q h'o N F INDUSTR:iAL. F'ARI< F'f-4 0 iVE:;_ ~.aC?CiR N S►..1E._t. IVAN RD r;,1.. r••' 0 K A N f:: WA 99216 ~ );J UR M f1N 11-4S0 L.C'i, A T0) PHCINE Nt.1MBC:F;== >0 5' 9 2~> ~.~5r;? r~~~_i' ! l~.i ► fI; i::'R ClN *f"._. I..h~r1':... (.~~lhiJ R lGhlTrj ~.1N1<N iR~: F?i;~ I,_t~~i~tJ , 1i. .ii-Kk -K)i ic• 3( X vi A Y M F:: N T S L l M M E1 ri Y x X X )t x. # )t, h )i c. )i N- X. i. • ~ ~t• iE ir :x. ii• k• i ,i r,rc::r::rr, r:~- F'4;HOUNT „ ' ~ ' ~ 'i~ i:i .f > . kn '.'1 : f•;~~'•, ty ~ C~+7'S~ S'~ f'{~; . C►;l ,f--' ti ; ~~8 ~ h 1 '1"C►7r1i_. PF z n i1:>~~ FE k:: A r i0 ►JN T AL10tJNT F'a ID AMOuNT 0 w :r taG I 3428. ti 1259'. 6~.~. . . 2 i c`~ O, , , ; 4 J 3, 1259. 62 ry 16 IS .a. 'll S 'FA 1 C~ , ~ ~ , ~ i . . . I I: ~itt:`~ I-~~(~~ ll ~71~1 ~ , ~ ~ . , „ „ .1i ~ .it• i~~ f+: it~ ii ~iE ii- 'i' h l l1 Pw ~Y 0 u k i( )i ~i ~1i• i~• ~ ~(..k. .x. .ii• •li if~ ~r: •i(• ~k• il• ~i ai• ~f• 3t ~'~K ,r )e~ r oq,Sy APyrbvea Rober+ -54 rnP,r- Ii f2719l PI~0~ e 1`.30~►~ , J L ~'f'~oVi l 1V011~1J~$ ANl ~Ijti&1T1 ~ ~ ~~I y . . . . f SPOK 1E COUNTY DEPARTMENT OF BU~,jlNGS y W.1303 BROADWAY AYENUE SPOKANE, WASHINGTON 99260 (509) 456-3875 ! certify that I have examined this permiUapplfcatton, atate that the tnformation contafned fn It end submitted by me or my agent to compile aaid permit/application is true and correct, end authorize Spokane County to ptoceed wlth proceaainy. In addition, I heve read and understAnd th• INSPECTION REQUIREMENTS/NOTIGE provlaions included herein and agree to comply with aame. All provlalona ot laws nnd ordlnancea governfnq lhle type ot work wlll be complied with whether specified herein or not. t understand that the Isauance ot this permiVapplicntton and any subaequent inspeCtlon approvela or Certlilcatea of Occupancy shall not be construed to gIve authorfty to violate or cancel the proviaiona of eny state or local law repulatlnfl conatruCtlon, oras a warranry Oi conformance with the provisions of any state or local 18w3 regulating Construction SIGNATURE OF AP,PLICATION ' OWNER OR AGENT , DATE , . • , . ; , • L -j • ~ , ~ ~ 1' • . + 1; ' ~.ti ~ , .`.!~3a; . .r! ~ J ~ .I l . ~ • ~ ~ . . . . . ~ ~ ~ ~ , i;~.~,, A PF" l_ i: r"i 1' J; faN . I}A T f.:' • i 1 ~:>."r i , , . '1' H:t S S NU 7" A 1=' C: k Wr T ~gr'}, M r:~ 1i i:" u G: Q►~f ~f F" Z~! f.; x~1 C W~CI f, K,,', l~ ~ T}~ r~ 111' r'~ F F~ I. AVF:: ~ PAr,CEi...•w-• 12r541 ---5r 1,38 k i:i I ! 1~ . 1•~1 9 9.~.. 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' . . ~ ~ - - • r . .l • . f BLDG. PERIVICT # - or - FILE # ~ ~ &Sr? D e to Review # ~ Dat Received Y P%ject Name No. Lats No. Acfes ' ~ s~E A13~~RESS ~"A~tcEL # 4RS`Ll - ~ 13 of- s - ti - r Sponsor's Name ~ ;eAzphone # , ' Address Work # Date conditions mailed C~antact person r &Itv Phone # 9 8` S-S- Fi.00D ZONE Yes _ No _ Engineer / S~.rve}~oc's / Ar~c~iitectis Na~ne Water _ Address, - - Sewtr Sahool , I -J P1anning Contact Person F,hone # ~ Date Subaitted Description Ixt~tya~s i' ~ t(,p ' m ~ s 4 ~ r ~ i ♦ ~ ~ • • / ~ ~ , C4 C • ~ I r J-- 5 -cl l ck p ' ~ -VA4 aQ-M ~ . ^41 , • f ~ s ~ ' - • 1 ~4 ~ 44,1 '04 ~ - r NOTICE OF TRANSMITTAL ADDRESS F, 15708 ~-/ARIET-tA PARCEL # P RUJ ECT CeLCA,--M ~V~.R i~+l.d v7 PROJ ECT #~'M-~1' r DESCRIP. J1Ibugrt AC. P.K , , - clzko 4665 TYPE OF CONFERENCE Pre-Application Pre-Gonstrtsciion Other. DATE: b~M TIME: !0: ~o Au OOCUMENTS CIRCULATED DATEO REVISEO APPUCATI4N ~ StTE PLAPf oRA. iNaGE PtAN I.ANDSCAPE PLAiV Other: Other: • ~ _ ~ ADDfTIONAL iNFORMATION f 3s P -4-QJ CfRCUTATED TO CIRCULATEO 8Y: DATE: SCAPCA-M. Caine UUtides ~ Engineering / r Fire DisVici # Health Dlstdct.-*" Lberiy Lake Sewer Questions? Contact Jefi Forry or. Planning Other. ~ WARSfALL r4RUEL.c-. Spokane County OIVIStON OF BUILDINGS West 1303 Broadway Spokane,WA 99260 ilenn. ..-w . - - - 1 • • • PUBLIC WORKS DEPARTMENT OFFiCE OF 44 COUNTY ENGINEER .~t~~~;~~ RONALO C. HORMANN, P.E. COUNTY ENGINEER _'T I rI ~ SPOKANE, WASHINGTON 99260-0170 IPpna.E 1: )F r :24as MaUst AGREEMENT TQ PAY FMES Agreement Number ~ I a isR -5 This agreernent between Spokane County and Pentzer Dev. Corn., whose interest in the pro7ect is Owner , , is entered into this 30th day of r_nhPr , 1991 . This agzeement is applicable to the project known as: CXT IncorDorated, Washington Paver Division . East 15708 Marietta Avenue, Spokane, Washington That the individuals and parties named herein as having an interest in the above described property or project agree to the followtnq: 1. Keimburse Spokane County for pZOject review and inspection fees as specified in Board of County Commissioner's Resolution 80-1592 attachment C, as amended. The fees will be based on actual salary costs incurred by Spokane County for project reviews and / or inspections plus a ten percent administrative charge, and will be billed monthly as accrued. 2. The undersigned agrees that these fees are due and payable upon receipt of the billinq as specified above. The monthly billing should be sent to the attention of: Ferman J. Pasold T AIA Pasold Architects ? AIA North 909 Pines Road Spokane, Washington 99206 (509) 926-9555 I understand that failure to pay these fees may result in delay in completion or apptoval of the project othe ssible sanctions. Y /.VPasold, AIA Paso Architects, AIA Public Works Building / North 811 Jefferson Street / Spokane, Washington 99260-0170 (509) 456-3604 ~ Page 1 OFFICE OF THE COIINTY ENGINEER SPORAN$ COZINTY, WASHINGTON Project: Concrete Paver Plant Date 10-14-91 Address: E. 15708 Marietta Parcel No: 12541-9138 Ref No. B91088 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 Yninimum the plan must contain: ~ )OV 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. , 44 B) The subject property is affected by the "Findings and Order" and the "Conditions of Approval" for the following `land use action: 1. Binding Site Plan No. 88-21 C) The followinq improvements within adjacent Right of Way are required prior to the release of a building permit: 1. Road and drainage plans for street improvements have been prepared. Please coordinate these plans with the new site plan, i.e. correlate elevations of the site and the road. Please address the location of the approved swale for Marietta that is in front of your property and your proposed access off of Marietta. This swale extends for 180 feet into your property from the west property line. 2. Approach permits must be obtained from the County Engineerinq Department for driveway approaches to the followinq streets: a. Marietta Ave. Note: Only one access is allowed to each Marietta Ave. and Second. Page 2 D) Insuff icient 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. Correlate the road plans and the site plan as specif ied. b. Please address the location of the approved swale for Marietta and your proposed Marietta access. E) Utility Condition: Permittee is responsible for arranging for all necessary utility adjustments or relocation as required for completion of the i.mprovement. F) The owner of the property or the authorized representative must complete and siqn Spokane County Engineers "Agreement to Pay Fees". This docuntent 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. 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 cantact person at the County Engineering Department may be contacted at 456-3600. Your contact person is Robert Turner. a~. ` • S P O K A N E C O U N T Y DEPARTMENT OF BUILDINGS • A D1VIS[ON OF THE PUBLIC WORKS DEPARTMENT JAAIF.S L MANSON, C$ O, DIRECTOR DENNI.S M SCOTT, P E, DIRECTOR TO : Tom Postlewait, Division of Buildings Bob Turner, Division of Enqineering Tom velj ic, Planninq Department Daryl Way, Health District -Clyde Wisenor, Fire District #1 FROM: ' om Davis, Code Compliance Coordinator rivision of Huildings DATE: October 17, 1991 RE : October 14, 1991 - Pre-Application Conference Concrete Paver Plant East 15708 Marietta Avenue Enclosed is your copy of the minutes to the referenced meeting. Should you have any questions or need addition information, please feel free to contact tne. TLD:fmh cc: Ferman J. Pasold, AIA, Pasold Architect Spokane Industrial Park Mr. Dennis Scott, Public Works Director Ms. Mable Caine, Air Pollution Control Authority CODE ENFORCEMENT DIVISION WEST 1303 BROADwAY • SPOKANB. WASHNGTON snbo-osso 0 (509) 4s6-367s FAX 09) 4s64703 ~ ~ • . MINDT88 PRB-APPLICATION CONBERENCB EAST 15708 MARIETTA CONCR$T$ PAVSR PLANT OCTOB$8 14, 1991 CALL TO ORD$R: The meeting was called to order at approximately 10:00 a.m. by the Division of Buildings Code Compliance Coordinator, Tom Davis, with the followfng in attendance. PISRMIT RB'VI$W PARTICIPANTB: Faith Hfntz, Division of Buildings Tam Postlewait, Division of Buildings 8ob Turner, Division of Engineerfnq & Roads Tom Veljic, County Planninq Department Daryl, Way, Health District Clyde Wisenor, Fire District #1 APPLICANTB: Mr. Fernian J. Pasold, AIA, Pasold Architect, AIA North 909 Pines Spokane, Washington 99206 (509) 926-9555 Spokane Industrial Park , East 15708 Marietta Avenue Spokane, Washington 99206 SCOPE/PROJECT DESCRIPTION: , I. General Overview - The owner, Spokane Industrial Park is groposinq to construct a cne story, 17,498 square foot building to be leased to CXT to be used as a concrete paver plant. The buflding will be a 8-2, Type VN construction with steel roofing and deck. The applicant plans on beinq fully completed with the project by January 27, 1992. Project Note The proposed comes under the authority of the State Envirorunental Policy Act (SEPA) which requires a threshold determination to be issued by the Department of Buildinqs to assist the department in makinq it's determination, an Environmental Checklist is required to be submitted for circulation to agencies of jurisdiction. The department shall not act upon the proposal until the fifteen day public comment period has ended. A fee of $75.00 is required to initiate the environmental review. SIIMMARY OF DSPARZ'M$NTAL REQIIIREM$N'1'8 = I. Planninq Department (456-2205) - 1 - . A. Discussion/Requirements 1. The proposed is located in a I-3 zone and the use is permitted. 2. The proposed is located on parcel 45121.9138. The parcel is also subject to the conditions of Binding Site Plan numbered BSP 88-21. 3. Handouts reqarding zoninq requirements applicable to the proposed site were qiven to the applicant. 4. All parking areas and traveled surfaces are required to be paved. The applicant had cancerns reqarding the pavinq requirement for the storaqe area located in the rear of the property. This area will be used strictly for storage of the pavers on pallets. The only vehicle operating within the storage yard would be a larged wheeled fork lift. Tom Velj ic advised the applicant to contact either Steve Horobiowski or Wally Hubbard at the Plarsninq Department regarding the criteria for submitting a request to be exempted from this recluirement. 5. A minimum of 10% of the parking area is to be landscaped. Also, all parking stalls are to be located withi.n 60 feet of a landscape feature consisting of 32 square feet in area. Five feet of Type III Landscaping is required along Marietta Avenue. 6. One 12 foot x 30 foot loading space is required for the proposed, please illustrate the location on the site plan. 7. Parking was calculated based on the proposed building usage includinq future expansions. Using 2oninq standard of 1 space for each 350 square feet of office area, 1 space for each 400 square feet of manufacturinq area and 1 space for each 2000 square feet of storage, a total of 22 spaces are required. 8. Please submit a revised site plan illustrating the required 22 parking spaces, paving of parking and travel areas, building height, and the height of the fence (8 feet is allowed). Also state type of fence, height, and note that it will be sight-obscuring. The plan shall also illustrate method of traffic circulation. 9. The landscape plan to be submitted shall include an estimate from a nursery includinq size, type, and quantity - 2 - .t A • . of landscaping, itemized cost of the irrigation system, and the cost of labor along with a promissory letter from the owner atating the landscaping will be fnstalled. B. Permit Release Requirements 1. Please submit a revfsed site plan illustrating the items described above to the Plannfnq Department. 2. Please submit a Landscape plan to the Planninq Department. The landscape plan shall contain the information described in iteia #9 above. II. Division of Engineering & Roads (456-3600) A. Discussion/Requirelaent 1. Comments were given to the applicant ahd the Division of Buildings by Bob Turner. 2. For any new hard surface area, a drai.naqe plan for the site shall be pregared in compliance with Spokane County "Guidelines for Stormwater ManageYnent". At a minimum the plan must contain: 1. Drainage calculations for stormwater volumes qenerated on site. 2. Calculations for total impervious surfaces contained withi.n the site. 3. Finished qrade elevations for structures to be constructed on site. 4. Ffnished grade elevations for structures to be constructed on site. 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. Since the roof of the proposed will be non-asphalt (Steel), Stormwater run-off may be discharged directly to a drywell. 3. The subject property is affected by the "Findings and Order" and the "Conditions of Approval" for the following land use action: l. Bindinq Site Plan No. 88-21 - 3 - • A 1, 4. Road and drainaqe plans for street improvements have been prepared. Please coordinate these plans with the new site plan, correlate elevations of the site and road. Please address the location of the approved swale for Marietta that is in front of your property and your proposed access off of Marietta. This swale extends for 180 feet into your property from the west property line. 5. Onl e access is allowed to each Marietta Avenue ] an cond Street. The proposed site plan indicates two ccesses off of Second Street. Please submit a memo ~ statinq the reasons why the two accesses are needed. 6. The access off of Marietta is propoged to bridge the existinq 208 swale. The Lngineerl's Office stated that this optfon is not being preferred. Other options would be to increase the size of the swale or chanqe the configuration of drainage paths. Please contact Taylor Engineerinq for information regarding the Marietta Road drainaqe system. 7. Second s is a private road, and in accordance with the nditions of the BSP. 88-21, improvement of Secon must be completed prior to the release af the B' ding Permit. In regard to the statement that a bond ight be a possible alternative, it was concluded by the Enqineer's Office after the meetinq, That a bond would not • be in conformance with the bindinq site plan. ~ 8. An Agreement to Pay Fees was given to the applicant durinq the rneeting. The aqreement is to be siqned by the owner and returned to the Division of Bnqineering & Roads. Plan review will not be completed until this document is executed. B. Permit Release Requirements 1. Please submit a drainage plan for the site that is in compliance with Spokane County Guidelines for Stormwater Management and fnformation contained under the discussion items. 2. Complete the improvements to Second street. Please contact Bob Turner for plan requirements prior to construction. 3. Please submit a copy of the Agreement to Pay Fees signed by the owner. - 4 - ~ S . . III. Health District (456-6040) A. Discussion/Requirements 1. The water and sewer purveyor for the site is Spokane Industrial park. 2. Al1 construction debris shall be taken to a licensed landf ill . 3. Please submit a revised critical materials lfst to the Division of Buildinqs for review and approval. B. Permit Release Requirements 1. The Health District is ready to release their portion of the building permit once it is applied ufor. IV. Fire District No. 1(928-2462) A. Discussion/Requirements 1. Fire flow for the proposed has been calculated for 4000 G.P.M. by the Fire District #1. 2. It is required to have two fire hydrants on the property. One fire hydrant is already existing, which is on Ma►rietta Avenue. T'he other hydrant is to be installed on 2nd Street as the second access. 3. If a new ffre hydrant is installed, the hydrant shall be installed as per an approved water plan. Prfor to the preparation of the water plan, the applicant shall contact Spokane Industrial Park as soon as possible to obtain the purveyor requirements including specifications. The water plan shall contain the location of the hydrant, hydrant assembly detail, and plumhinq detail. The water plan shall be submitted to the fire district and water purveyor for approval prior to installation. The fire hydrant shall be installed prior to occupancy. 4. A lock (Knox) box entry system for fire department personnel access is required to be installed. Forms for orderinq was qiven to the applicant. The completed forms are to be returned to tbe fire district. The box shall be installed prior to occupancy. - 5 - . ~ ~ 5. Access tlirough the qate to the storage yard may be a Rnox key or a type of lock which may be cut in case of an emergency. V. Division of Buildinqs (456-3675) A. Discussion/Requirements 1. Plan review has been completed on the site plan only. 2. The proposed building is beinq classified as B-2, Type vN construction. 3. The foot print of the proposed buildinq exceeds the allowable area of 16000 square feet for a Type VN building. This includes the footprint for the future expansion. If the area exceeds 16000 square feet a two-hour separation wall will be required. 4. The buildinq shall be handicap accessible and shall comply with the provisions of the WaBhington State Barrier Free Regulations. Specifically, handicap parkinq stall, lever hardware, handicap signaqe, drinking fountain and restroam shall conform to the handicap requirements. This also includes the production area. There shall be a floor or landinq on each side of a door. The floor or landinq shall be not more than 1/2 inch lower than the threshold of the doorway. Landings shall be a minimum of 5• x V. 5. Cross connection devises shall be installed on any equipment which may cause pollution of domestic water supply. 6. If construction specifications require concrete with a design strength over 2,500 p.s.i., hiqh strenqth bolting, or structural weldinq specfal inspections will be required on the proposed. Please fndfcate the name of the testing laboratory and submit copies of the inspection reports to the Division of Buildings for review. 7. Portable fire extinguishers shall be installed according to the UFC Standard No. 10-1. 8. Please submit a critical materials list to the Division of Buildings for review. B. Permit Release Requirements - 6 - % ► ' • ~v 1. Two complete revised sets of plans (wet stamped) addressing the iteats discussed during and after the meetinq and code requirements need to be submitted for review and approval. APPLICANT AI8 COMMSNTSIACRNOWIEDt3HMENT : The applicant acknowledged that all comments/requirements were understood and had no further questions at this time regardinq permit requirements. CORRgCTIONB; To miautes or changes from what appears in the minutes, we should be notified within one day of your receipt of these minutes. To afte plaas as required by any or all of the above-listed departments shall be submitted to the Division of Buildinqs who will then distribute accordingly to those departments. AWOIIRNMgNT: There being no further business, Toat Davis thanked the applicant and the departments for their participation and reminded all that he should be contacted if there are any unforeseen problems which may arise. The meetinq was adjourned at approximately 10:40 a.m. Copies of Minutes to: All participants File - East 15708 Marietta Avenue Concrete Paver Plant NOTg TO APPLIGAZI'T= Some time aqo the County recognized the need to streamline the buildinq permit system and accordingly initfated these Pre-Construction Conferences. Comments so far would indicate these conferences are successful and do enhance the permit system. As a recent participant, we would appreciate any comments you might have to further improve the process or, should you have ariy questions or concerns regardinq your conference, please contact either Jim Manson, Division of Buildings Director, at 456-3675 or Dennis Scott, Public Works Director, at 456-3600. Sincerely, James L. Manson, Director - 7 - . . _ S 1_''29T 'i1.._ , E Ck ~ ~ ~ ~ • ~ ~ OEC 1 ? 1991 SPOKANE Ci3U= 7- :'11G1PdzER , S P O K A N E , C O U N T Y r DEPARTMENT OF BUILDDNGS • A DIVISlON OF THE PUBLIC WORKS DEPARTMENT jAMES L MANSON, C B O, DiRECTOR DENMS M SCOTT, P E, DIRECTOR MEMO Y December 16, 1991 TO: Dennis Scott, Public Works Director FROM: Mazk Holman, Assistant Duector ~ L RE: CXT - East 15708 Marietta I discussed the events surrounding the above with Tom Postlewalt and... 1) The customer was in our office the day before Thanksgiving wanting the permit. 2) A phone call was made to Bob Tumer. Both Tom and Ken (]effrey) were involved in discussions quesaoning whether the permit could be released andlor whether it could be released with con(itions placed on the certificate of occupancy. Apgarently the Counry Engineers Office was not ready to release under either circumstance. But Bob indicated to Ken he' d work on it. 3) The customer then proceeded to Bob's office, held discussions of an unknown nature with Bob, and returned to our office. 4) A second phone call - from Tom to Bob - then occurred wherein it was indicated to Tom that Bob didn't have a problem vsnth a"footing and foundation" approval, but could not release the endre permit. Apparently the plans were expected wnthin a day or two, but the Thanksgiving holiday was causung a disruption in regular schedululg. Based on these cucumstances this department opted starts" without a to proceed with the early start approval. I've revisited the issue of "earlKture. complete sign-off with Tom and they shouldn't prove to be a problem in the 1~ffl'PJk CODE ENfORCEMENT OtVISION WfiST 1303 BROADWAY • SPOKANE. WASHINGTON 99260-0550 0 (50) 456-3675 FAX (so9) 4%4703 , ' i ~ Taylor En ineerin~g, Inc. LET1~Ef~ OF 1'RANSMITTAL W. I Oe lfl~slon ~oeaue. Sulls 80e ' 8pokaae. 11aehfnRtoe 00801 DATE v A 3OB. N0. S09 $28-997t A~~ _tAX. 928-02~~ , TOt Itgs ~ Ws ARE sRvonNo Yov CqsrrAcasD C3 tnORN sarARAts caves vu Teg totzomxo I=s: 1:1 BitOP ORA111ltOe L7 PR1Nl9 d PLws PQ JWALY8f9 CJ BPBCMCAIIONS d COPY 0r uT?BR E3 CIIANRE OSDlIX • , corm9 ~ Dars ~ Ho. oBSCPIrtoH ~ Ea J&r- APff,&Aga ~ , - . . IIIss uM sveMrrteo es cascaen eUoW, Q FoR APPAOVJ►L p"PRO`BD as sv8MI7T8D C] njUnn COPW MR i►"ROVAt. POtt YOVR UBE "pAOYED 0 NO?8D dmmurr COPffiS !OR DIS?RIHVTJOH [3 A9 R9QUB9?8D RETVRNED r01t CORREC![ON8 C7 RUM CORBtCfBO PR1NT9 pFoR tutvM AND CoMMM C] ml &4) TAA. to► P-,6,625~f ~ L-6 =5 dMoe.04c4i, uj~ _ L T7~ ~ ej4G C-u 4A IOA 7;VW, s my dt/go [~r --"z0zr' t.!5 4&2~ A--5 -sA16tA-.v 6m) )o-W~ 49!IAZO AALA ► . sr°NEcor~r To ,<~c, ° • -a ,.r • ~ cx~'"- ' ' Gor~B ANb elofsf- oF keW po,,37--' 7 o rf4L Ako uj eF A)4-4qrZ~A J9? K, ` 7"a7794 Scc-WL E t..€ItrJArP= Za 9 4*4S7- c:~,LAZ6 c,u.T' 7-0 Nli..lS'667- SOAl6 .4r _sr7fo 7-e ifVMAZ6R7~/S aP Te r;V/S srq;r7or+! 59 ~ S 9 _ ~ af' 7~TI9G A'Lo u.~ = /¢l 'A'~ ~ /Y1R~C. 4lLOt~J,E4 •t.6XvGCTl4 QF H/Gt! ,s~~6 J p : r oc' ~eoe,Ess 4i957- ccA.,eA 64ocr FLoomme 14r~zr4Kr6A u,P rv Tw& Sm;eiJ 50 (/Cox) 1-110 r '4!!°``~E~4 LE/~TN ~F y/G f/ s u~AG6 ~ . 3 5 (zo c~)) = 73 C'l ~ ✓ ~ ~~P ~ - ~ ` Taylor Engineering. Inc. ~ chu DMgn .ae r,.A nm-,f-S IF 1-1 S♦ X • S ' a~~ t ~ t ~ f ~~-~a ~ tk o 3 70 s~ x z I ~ 10_7 ~pa ~A ?(a 2?. A+2 ~ q 4 - a ~ _ _ - - ~ _r , c~ , !o S ~/e• S~ % l~02•S~ ~ ~ ~ • 5') 55_ 1.~,~'; e{~ ~ ~ 0 ~ a - t - { f _ ~ r « - e... e 7 ~ ~ • ' t ~ i ~ _ _ _ { e,~ ~ I ~ ~ - i ~ y I t t - r - - . S w ~4c.E t„ENG~Tf~ p~t~iIP~aioo' o F ~,o~¢jd +P~47W ~P" <PJ4T~ ~1= ~Z9 ~ ~ 6 3 5 35 6060) X1.=/45, o6 ' bEP?N ~,Z 91. 7 4F '~✓E. W~~T1V = p-a 4 Io.S ~ ~ .6w*c6 lzwG477y ~o. 5~Z 7 8 L,~ //00.4 oF aAs AyA&r" SwAc~ le~b f-e 7t5o . ✓ 750 -~+D -r 3'/D~ 3.l (Z7,S)= 66,l d.A .S~AcE ~ sn4. 8 #-/o , t~ 3 70 3. 7 (Z-7.z. 66 ~GF r ~ N Taplor Engineering, Ine. o.n ftvwm a", tue nmwn8 n . ~ SaYLOR ENGINEERIN6. INC. N. 106 MISSION AVE.. SUiTE 206 SPOKANE. aA. 99201 RATIONAL METHDD - 10 YEAR RETURN FRfBUENCY PROJECT: CXT - MARIEITA RD. DATE: 07-Dec-91 TOTAL AREA (AC) 4.14 QE9t6NE0: SCOTT M. BUSCN CHECKEO: ~ r ~ BASIN: SIA. 4+40 tD STA 7♦24 ~ t1l S (3) ; t41 TYPE Of SURFACE :SQUAP.E FOOTABElRUNOfF COEFF. ~ t2 x 31 ' ' t RflRQS & RSf NAIT ; 8136 ~ 0.4 ~ 1412.4 ROOF ~ SIDEWALKS 0.9 ~ 0 TIAL ~ ~ ~ 0 LAldDSCAPE aREAS 0.25 ~ Q ; ! t 0 0 0 fOTALS 9236 7411.4 DEVELOPEQ °C° = 0.90 lIHE OF COHCE141RATlON lMjW1: LESS 1NAN 5 N1N. RAINFRLL INIEtiSIT1' tIN1NRl: til 3.18 MAXIMUM RUNQFF RRTEtCFSl 0 = CiA OVERAII: 0.50 ROADS QHLY: 0.54 9NALE VOL!lt1E REOUIREO: ASNRLT ARfA x! l2' 343 CIIBIC FEET 686 SQUARE fEE1 f .5' DEPTH FROJECT SWALE: 'AYLOR Etl61dEER3NG. IMC. W. 105 MISSiON AYE.. SUITE Zab SPQrANE. aA. 94201 RATIONAI METHQQ . 10 YEAR RE1URN FREQUENCY PROJECI: CXT - HARIEt1A RD. DATE: 01-Dec-91 10TAL AREA IAC1 0.02 QE516ltED: SCOtT M. BUSCH CHECKEQ: BASlN: STA. 7+24 10 STA. 7+54 ~ t21 1 !31 ! l41 TYPE OF SJFFACE !S9UAkE FOOTA6EIRUNDFF COEFF. : (2 x 3) ! - ~ ROADS ~ ASFHal1 ; 754 0.4 618.6 RDQF SiQENRLKS 4.9 S 0 RESIDENTiAL 0 lAtlDSCAPE AREAS ; t 0.15 = 4 ► ~ ' 0 s ; : o o tDTALS 154 618.6 DEVELOPED 'G" = 0.44 T1ME OF GONCENtRAt10N tMINI: LESS THAN 5 NIN. RAItdFALL INtENSITY t1NlHRl:til 3.18 MAN 1Ht1H RlllaOFF RATE tCF51 Q= CiA OVERALL: 0.05 R0A05 ONLY: 0,05 SIlALE VOLUME kEAUIRED: NSHAIT aREA x 1l2° tl CUBIC FEET 63 SQUARE FEET ! .5' DEP1H FRQJECT MLE: TAYLOR ENGINEERING. IHC. N. tOb MISSION At'E.. SUITE 206 SPOKaNE. aA. 99201 RATIBNAL MEIHOD _ 10 YEAR RfTURN FRE9UEHCY PRQJECT: CKT-MAR1ElTA R0. DAtE: 10-Dec-91 TOTAL AREA IACI 0.04 DESI6NEU: SCOTT M. BUSCH CHECkEQ: FASiN: STA. 1+50 TD STA. 0+14 ; i2l ~ (3) i (4) TYFE QF SUkFACE ;SQUAkE FOO1A6E=RUNOFF COEFF. 1 (2 x 3) 1 ~ _ ROADS t RSFNAII ~ 1140 ; 4.9 ~ 1566 ROQF 6 SIDEaALYS f t 0.9 ~ 0 RESlDEN1IRL 4 LANDSCAPE AREAS 0.25 ! 0 U 0 0 S t S 0 TOTALS 1740 1566 QEiJEIQPED 'C° = 0.90 TIHE OF CONCENTRATION (MIN): LES5 THAN S MIN. RAINFALL INTENSITY (INIHR):ltl 3.18 MAXIffUH gU!lQFF RATEtCFSI 0= CiA OVERALL: 4.11 ROADS ONLY: 0.11 SbAtE UOLUME AEQUIRED: ASNALT AREA x!/2' 13 CU81C FEET 145 SBUARE FEET @ .5' DEP1N FROJECI 6NAlE: 'AtLOR EN6INEERIN6. I'IC. W. 106 H1SSION AVE.. SUIfE 206 SPDtANE. MA. 41101 RatlOtlAl HE1N00 10 YEAR RETURti FREQIfENCY PROJECT: CffT - l4ARIETTA RD. DATE: 07-Dec-91 TOtAL AREA tAC1 0.16 DESIElIED: SCOIt M. RllSCH CNECKfD: BAS1N: STA. 9+40 TO STA. 11+78 ~ (Z) ~ I31 ~ (4) TrPE OF fiURFACE !SAUARE FD01A6EIRUNOFF COEFf. ~ t1 u 31 I ROAQS & ASPHAL1 ~ 6402 ~ 0.4 ► 611I.8 RQOF & SIDEMRlK5 0.9 S 0 RESiOEN11A1 0 LA►IDSCAPE aREAS 0.25 ; 0 , 0 0 ~ 0 p TQTALS 6402 6211.8 DEVELOPED °C' = 4.40 TIPIE OF CONCEtdTRATION (M1N): LESS THAN 5 M1N. RAINFAII IbTENSITr tINIHRI:IiI 3.18 MAf( IMUN RllNOFF RATE ICFSI H= CiA OUERAIIs 0.45 ROADS ONLI: 0.45 SWALE VOLUME REQUIRED: A5HAL1 AREA k!/2° 189 CUBIC FEET 575 SBtlARE f EET 1 . S' DEPTH FRQJECT SWALE: . IMLL1R Eft6fl`ER1NL,. W. 104 HIS3IM AVE.. SUITE 246 z' )POYME. NA. 99201 l?ATIDNAI. RETHQD - 10 YEAR RElE~Rn FREAUENCY PROJECi: CXT - HRRIETTA RD. DATE: 07-Dec-91 TbTAL RREA (AC) 4.02 DESiGNED. SCOTT b. NUSCH CHEEKED.- BASIN: STA. 9415 TL1 STA. 4+40 I (2) f31 ~ tA1 TYPE QF SLfRFRCE ~5QUAftE FOOTAGEMUNIFF COfFF. ! (2 x 3) 1 1 - RQAD9 & ASPHAET i 725 ~ 0.9 : 652.5 aIOF ~ S 1 DERAI.XS 0.9 ~ 0 RESIDfMTiAl LANDSCAFf ARERS ~ F 0.25 1 0 , 0 1QTALS 725 652.5 UEiELQPEQ ° C° = 4 9'G TIHE OF fiQNCENTRAT1ON M1N): LESS THAN 5HIN, RA1NFALL INTEFISITY {I1VIHR): til 3.19 NAllInU!! RUNUFF RATE(CfS) 0 = CiA UVEP,ALL. 0.05 ROADS QNLY; 0.05 SVALE VfllURE kE9UIRfa: ASNAf.T AFtEA x 112" 30 CUBIC FEET 64 SQUpRE FEET 0 ,5` DEPTN ~ROJECT 5VpLE: ~ ~ ~ . . PRQJECT SIP HEC1: Version: t'2.90 Run Date: 12-14-1991 I~LET Nl1MBER 3A LEN6TN 3.2 S1AT10N, 8+10 T01A! FEAY,,DISCNARGf = 0.11 tcfsl BUTfER SLOFE =,0.0458'FT/FT FAVEHENT CR05S SLOPE = 0.0204,FT/FT SPREAD W N!T -SN SWlS% Eo a S'N ~SE 1.29 'l.S 1.16 '0.083e 4.2 1.00 1.1 0.063 0.083 XXJi1(%l(liXXX CURA IIlLET ON A CONTINUOUS,GRADE K1(NXKXX(Xa RfQUIRED LEN6TH tft) = 3.2 EFFICIENCY= 1.00 CFS 1NTERCEPTED= 0.11 GFS CAkAYOtisER= 4.00 . . PPOJECT SIP HEG12 Version: V2.90 Run Oatec 11-47-1441 1NLET NUMHER tEN61H 5.0 S1pTIDN 1+24 . TOTAI PEAK OISCHtiR6E ~ 0.54 tcf sf 6UTTER SLOPE = 0.0058 FT/f T PAVEMENT CKOSS SLOPE = 0.0200 FT/FT SPkEAD a M/T SM SN/5X Eo a 5'a SE 4.41 1.5 0.39 0.0830 9.2 0.82 1.1 0.063 0.011 XXKXkXXtXX CURB INLET ON A CONTINUOUS 6RADE XXXX%XXXXX REQUIRED LfN6TN (ft) = 6.8 EFFICIENCY= 4.91 CFS INTERCEPTEQ:(0.49 ~ CFS CARRYOVER= 0.45, 1ffEAK LEId6 tN 5.0 STATION 7♦SU SCNaR6E = 0.10 lcfsl 6UTTER SLOPE = 0.0058 fTlfT PAVENENT CROSS SLflPE =0.0I00 F11fT + 5FREAQ p W/T Sa SMISX Eo a 510 SE 1.25 1.5 1.20 0.0830 4.2 1.40 1.1 0.463 0.083 . ~ II%XXJ(lIX%XX CURB INLET ON A CONTINUQUS 6RADE 1fXX!llfflxxXll REQUIRED 1EN61M tftl = 3.1 EFFICIENCY= 1.00 CfS JtdTEPCEPTED= 0.10 CFS CARRY0VER= 4.00 fIdLET NUMBER 5 lEN6tN 6.0 STAT1aN 9+40 T AN DISCHARGE = 0.45 lcfsl GUTTER StDFE = 0.0045 FTiFT PAVEHENT CROSS SLOPE = 0.4240 Ft/FT SFREAD m N!T SK SwfSX Eo a S'N SE 4.32 1.5 0.35 0.0834 4.1 0.83 1.1 0.063 4.072 XXXXXXNXJII CURB INLET QN A CONTINUQUS GRADE XXXXXli1fXRX REQUIRED LEN6TH Ift) = 5.0 EFFICIEPICY= 1.00 CfS 1NiERCEPTEO= 0.15 CF5 CARAYOVER= 0.00 ~ INLLt NUF19ER 4 LEN6TN 6.0 STATION 9+15 TQTAL PEfiK DlSCHARGE = 0.05 (cfs) 6ilTTER SLOFE = 4.0045 FTlfT PAVEMENT CRQSS StQPE = 0.0204 FT/FT SPRERO ~ M Hi'T Sa 5w/SX Eo a S' N SE 1.01 1.5 1.49 0.4834 4.1 1.00 1.1 0.063 0.083 XfIXXXXXfIXIi CURB 1NLET ON A CONTINUOUS BRA6E XXXXXXXfIXX REQUIRED IENGTH tft? = 2.1 EFFICIENCY= 1.04 CFS INTERCEFTED= 0.05 CFS CARRYOVER= 0.80 ! I ~q ~ ~ ~ . ~ r f R ~ SRYLOR EN51NEERINGr ItICa N. 106 MI591ON RVE.. SUITE 206 5gUKAME. WA. 99241 RATIQNRL METHOD 10 YEAR RErURN FREOcENCY PROJECT: CXT - MARIFTTR RD. DATE- 07-Pec-91 TOTAL AREA tAC) 0.44 DES16NED; SCOTi H. BklSCtE CHECKED: 8A5Itd: STA. 1{44 TO 5TA. #l+79 1 t2f 1 (3} I t41 TYPE OF SUPtFACE :SQllAitE FODTAGE~RUNQFf C4EFf. 1 (2 x 31 r i 1 F I I ROADS & ASPHpLT 3 21402 1 03 i 19761 B RUF & 6jDEVALK5 4.4 3 0 RES(~~I~TI~I ! ~ ~ 0 LAND'SCPi~~ ~~EAS 0.75 ~ 4 4 6 Q - 1OTALS 21402 19261,8 DEVELOFED °C° = 4.44 IIME OF GO#CERTRATIQH (HIN): LESS iHAN 5 MIfil. RA1NFAIl. INiENSiTY dINlHRi.0l 3.19 MAXiM!!M Rt~~OFF RATEtCFS? 4 = CiA fl{1ERAl.L: 1.41 RQADS ONLY: 1.41 SWAtE VOLUNE REAEiIPED: A3HptT AREA x1I2" 842 CUBIC FEEt 1784 59U&Rf FffT @ .54 DEPTH PRaJECT SMAt.E: Z p . 000 c~,~,~ . ~ ~ ~ ~ \ . 2 a~ V)R~ ~ , • 9 Z C! • r ` . _ r E ~ ~,~y✓~ ~ ~''o ~ 4p" r~ . C~ qa\ q,64 • . ~ , ~ ~ , • > ~ J - , f , ~ c~_ - J - { ~ ~ r ~ 1 s ~ ~ _ ♦ ~ ` _ ' ~ ~ - _ ~ ~ _ ' .r , _ _ _ ~ ~ _ ~ ~ ~ ry ~ 1 C 1 I v ~ - ~ ~ i L I I 0 t _ r - • 1 ~ ~ 1 ' . ~ _ ~ - ~ ' t • ' , Pasold Architects A.I.A. ~ , A RCNITEC7ZrR& lNTERIOR DES/GN. CONSLiLT1NG sER VlCES ' December 3, 1991 Office of Spokane County Engi.neer North 811 Jefferson Street Spokane, Washington 99260 Attn: Bob Turner Re: Responses and Revisions to CXT Site Plan Drawing per County Engineering Comments, December 2, 1991 Dear Bob: Following is a breakdown of your comments and my responses: Conument No. 1: Indicate Swale Elevation at this Approach to verify that Swale and Approach will inter-tie. Respoase: Done; Revision #7, dated December 3, 1991. Comment No. 2: Indicate Detail (#2 at Swale and Approach intersection). Response: Indicated; Revision #7, dated December 3, 1991. Comment No. 3: Curb? Respoase: Al1 curbs (Alternate 8id Option #1) not iri Contract, refer to Revision #5 (November 19, 1991) and Revision #7 (December 3, 1991). Comment No. 4: Curb cut. Response: All curbs (Alternate Bid Option #1) not in Contract, refer to Revision #5 (November 19, 1991) and Revision #7 (December 3, 1991). Comment No. 5: Purpose (of 4" PVC pipe)? Response: Done; Revision #7, dated December 3, 1991 Landscape Irrigation. Comment No. 6: Where is break between drainage area? Responae: Indicated; Revision #7, dated December 3, 1991. North 909 Pine.s Road Spokane, Washin,gton 99206 (509) 926-9555 Fax (509) 926-9558 i , • i Page 2 Bob Turner December 3, 1991 Comment No. 7: Spot elevation throughout the hard surfaced area to verify slope (minimum of l%). Response: Done; Revision V. dated December 3, 1991 Four spot elevations added to 12 shown, and minimum slopes specified. Comment No. 8: Detail does not show roof drainage to drywell. Response: Done; Revision #7, dated December 3, 1991 Atomenclature changed to "Basins per Detail 6/A7" Comment No. 9: Standard (Swale depth) is 6" (.5 ft) deep. Dimensions don't relate to Swales on Plan. Please label (Swales) A, B, or C. Response: Swale depths and sizes revised to conform to standard depth. Revision #7 December 3, 1991 Dimensions on Plan are top of Swale dimensions. Dimensions in calculations are bottom of Swale dimensions. Swales A, B, or C are labeled. Comment No. 10: Swale depth and sizes are calculated, and two requirements are given if drywell is not added ta Swale B: 1. Detail connection between Swale A& Swale B (Ditch, etc.). 2. Prove Swale A will handle overflow from Swale B. Also Swale C, no drywell; therefore, sized for 100 year storat. Responae: Done; Revision #7, dated December 3, 1991 (See Numbers 1 and 2 below): 1. See Detail 3/A3-1. 2. Total Swale (A+B) Area is 970 SF. Drywell capacity is 51000 SF. Also, Swale C calculations revised and size enlarged. • . , s • Page 3 Hob Turner December 3. 1991 Comment No. 11: This driveway approaeh will require revising drainaqe calculations prepared far Marietta B. S.P. 88-21.., Taylar's plans show a 5" poal... and , berm... Revise road plans of B.S.P. 88-21. Respaase; Done; Tayiar Engineering calculatioris attached indicate lenqth vf Swale extensian. As-built Drawings shall be provided to the County Engineer to sb,ow compl iance with B. S. P. 88-121. Comment No. 12: How does this runaff enter Swale? Respanse: All curbs not in Cantract, therefore, there is na impediment for watex tQ enter the Swale. If you have ar,y questians cancerni.ng the above, please feel free to cal],. incerely, [PaUl Mdt'tYIeWS , AT.A PM/ds ~ TAYLOR BNGINEER 0 002 12/03/81 17:51 '05093288224 -,jwj w . ~ r .C'ayXoz- r-aigtneering' . ~ Civil Design and J.,and Plmiing SPOI:AIIE IADUSTRIAL PItRK ~ p E s C f111 T 10H . , • • . B.S.P. ~I • w._ ~ ~ . • D~IINtG DAY[ ~~l• ~8~ .CH[CKEDATE IILC 110. 1Ht CT..~6~ Ol ~ 0014sTr IING 1 BAS N E 'fOTaL AREA A ~ 1MPERVlOUS SURFaC ES: NEW ASPY,ILT A?X-A = V*O.Z SCl' • FT C7 3~~ t 29~ . ' NEjr1 PATFtt:FaY ieZEA = SO . FT . l7%t , TOTAL TO DRAIN TO 2 0 8= 2~7 SQ. FT . f . SWALE AREA REQUI RED: n x ~ f 26740 x .042 FT. Fr :T. ~ 1/2 042FT. . • ✓ P ROJ EC T 51NALE AREA: • 2o8~,,T 3 p~ 2 rT, x fog+ a x , l . ' ~ 208 1~,It~~1=Xzo9 X ~ . ~rn „ ' . ~ ' ' ...-t~ . ~ ~ _ ~~Xt~, _ 31~~ . A 8 . . ~ ~t xl~, = ~,12 • . _ . ~ . r„ X _ ~ . l • r{' ~ 3:1 S~opE . . . . ~D RY 1N ELL5 = ' • . . DEVELOPED "C"= . AS% P HALT =(.9 0) 00) C Itl#S 3 ~ t. 5 0) t~~~) t 5 • . ' . , • ~v7p • . ~ ' U~~ IIORST CASE Tc ~ 5 11111. USE I TX?F "A" DRY«'r,-LL r. ~ USE p :'Yt E "g" DFYIIELL. - J&j ..l lv. J .....,s- S. L1t;u • 12/03/91 27:62 05093288224 TAYLAR BNGINEER @003 r ~ BOaSiRIN$ MEjH00 aATE JpN. 12. 148c DETENi14N BAS1N DESI6N Preoared bv S.O.D. PROJECI•SPOKARE iNO. fARY - B.S.F. 121 tAYIOR ENGINEERIN6 9A=1N N0- E • Iite tncresent Iain) ; 5.04 ; Time of Concenttation (o1n1 Q 5.00 f 5utilnN (c.t.s.) : .30 =USE i TYPE °A• DRYarLl Desion year t1oN (yr) ! 10.00 ! Area (acre5) ; .63 ~ Developed °C' fastar I ,79 1' 11 ~ 14 ~ 13 ~ 14 ~ 15 #1 ~ Tice Inc. tisee lnc. tlntensitv ; 0 dev. 1 V ln i V out Moraoe ; (ain1 s tsect tltn./hr.l i Ic.t.s.l i (cu. it.) 1 tcu.it.j 1 fcu.tt.l; I(o1 t 60) ~ :(AlC113) !(see beloa) iloutfla+rtM = (0-16) ; -------------------------•-•i 5 ~ 304 ~ 3.18 1 2.11 1 848 t 90 1 1581 r 10 1 600 ~ 2.24 ~ 1.49 1 1443 t lao It 863t 15 Is 900 ~ 1.77 1 1.11 i 1116 1 270 1 9061 IESS 1HAN 108~ CU.FT, OX 20 1 1200 i 1.45 ~ .46 1 1252 i 360 1 2911 25 1, 1500 1 1.21 i .84 1 1185 1 950 f 8351 30 i 1840 1 1.04 1 .69 f 1311 ~ 540 f 7111 35 1 2100 1 .91 11 .64 i 1329 i 634 1 6491 40 t 2400 i .82 1 .54 i 1364 t 120 ; 640i 45 R 270 ~ .74 ~ .49 i 1315 ; 810 ~ Sbs~ ~A 50 ► 3000 i .68 10 .45 ~ 1399 t 900 I 4941 55 ~ 3340 i .69 t .42 I 1449 i 440 t 4541 60 0 3600 i .61 ~ .40 i 1491 ~ 1080 ! 4171 69 i 3900 i .6 i .40 11 1592 ! 1170 i 4211 10 t 4700 1 .58 ~ .38 1 1654 ~ 1260 1 3941 15 1 4544 i .56 1 .31 i 1704 ~ 1350 t 359~ 86 t 4800 1 .53 i .35 f 1713 ~ 1440 ! 283~ 85 i 5100 t .52 1 .34 1 1193 1 1530 1 2631 94 I 5400 I .5 t .33 1 1824 l 1620 1 204~ 95 1 5100 I .49 1 .32 i 1885 t 1114 61 1151 100 S 6000 i .48 ~ .32 ~ 1442 f 1840 = 1421 d Vtn = 1.34 t Q dev f t for t< 1c VitlaOdeYlt♦.34tQdeYlTtfOr tYTC ~ 12/03/91 17:52 %P5093288229 TAS'lAR ENGINEER lOO94 * g~3a91kl~iG hEt~lOG . DATE . JAN. 12. 19gc 9:lENT1eti Sao1N DES16N 'rreoared bv S.M.B. RROJfCt•5P6&ANE INO. PARt, - B.S.P, 11! 1AYLOR EAEINEER1N6 BASltl NO- E--11MPERVIDtlS SJkFAGES UNl,YI . 1iAe tnereaapt lmini ~ 5.44 1 Ilmg af LoncentratiaR Ir+in) ; S.uO ~ nutiiQN rs.f.s.1 ; .30 !USE 1 1YFE uR• ORYNfIl OeQion veer 'low (yrl ~ 14.00 S Area lacres, ~ .59 = Levelooed "t" factor ~ .40 ; Mi ; #2 14 i 13 t 16 17 = 1iae lac. sT.&e lnt. !intensitv =0 dev. S V in ; V oat :Storaqa t Ioin) 1 (get) Mn./hr.l : 1c.f.s.1 ; Itu. ft.l I Ita.tt.l t Icu,ft,l! ;tli f a~) Is itAiClI31 ;(see belou) =IouttloN1111) 1 115461 1 5~ 300 i 3.16 i 1.69 1 679 0 frU i 594; 14 ~ 600 11 2.24 1 1.19 ; 835 1 ioo 1 6551 ~ 900 1 1.17 ~ .94 ; 942 S 270 a 6711 LESS tHAN 1464 Cd.FI. Dl~ 20 ~ 1200 i 1.45 0 .77 i 1002 i 360 1 6421 25 1 1500 1 1.21 ~ .64 ; 1029 1 450 1 5791 30 ; 1604 ~ 1.04 t .55 t lOSO ~ 544 ; 5101 35 1 2L00 1 ,91 S .48 ; 1464 ~ 630 i 434: 40 I 2440 I .82 1 .44 ; 1089 i 710 1 369~ 45 I 2704 i .74 1 .39 t 1101 S 810 11 291~ 50 i 3000 ~ .68 1, .36 0 1120 11 900 ~ 2141 55 1 3300 ~ .64 t .34 i 1156 i 440 ~ 166~ 60 + 3600 ~ .61 : .32 ~ 1199 1 1480 Q 1190 65 ~ 3900 ~ .6 3 .32 i 1215 1 1170 1 1051 70 1 4240 1 .58 ~ .31 ; 1315 1 1260 i 6511 15 1 4500 i .56 ~ .30 ~ 1368 1 1330 t 181 8u 1 4800 6 .53 ~ .28 ~ 1380 It 1440 1 •601' 85 i 5104 t .52 ~ .28 ~ 1436 1 1510 ~ •941 90 1 5400 t .5 ~ .11 ~ 1461 ~ 1620 ; -154: 95 i 5740 0 .47 ~ .76 ; 1510 I 1710 t -1041 100 ~ 6000 ~ .48 ~ .25 f 1555 I 1800 1 -2455 0 ' Vtn S 1.34 t 0 deY t t for t< 1c 4'in=4devtt♦.34~DdevlTcfort>Tc 0 , ~ ~ ~ . Ar , . ~.•w,~ jp/LV~ u CLEUtp"AM r- SPOONE C4U J1Y A R P4lLUY ON CONTRO! AU1N4RD N4vember 26, 1991 # Post-It", brand tau transmittal memo 7671 of pages ► 13 `r.,rv, From Kz1 lF ~ i ~ 21C4,4JTom Vel ' ic c°' 5Cc~o ,r~4~~ co. ~ ~ Spoka~e~ County Planning Phone ~4-4Z-4 N. 721 Jefferson Fax# u Fax0 Spokane, Wa 99201 Dear Tom veljic: After review of the information provided to us by Mr. Ferman Pasold of Pasold Architects concerning the CXT project at E. 15708 Marietta, the following recarnmEndation is made in response to Mr. Pasold's paving waiver request. Tt is SCAricA's opa.nion that the storage area need not be paved. This decision is based on the facts listed below. i. Qn the site plan that was shown to me in a meeting with Mr. Pdsold on November 12, 1991, all travel.led surfaces were paved. The only exception was the Vtoxage yard. 2. In the storage yard the ma]ority of the tratfic would be forklifts and heavy duty equipment that would tear up pavinq. 3. The storage area will be fenced and have a security gate to keep unauthorized vehicles aut ot the storage area. Based ot these facts it seems reasonable that the storage yard remain unpaved. If the storage yard is left uripaved this will not excuse the project praponents from complying with SCAPcaA regulatYan5 which require dust emissions be controlled. Fox this reason the storage yard shvuld have gravel put down as often as necessary to minimi ae dust. The attached letter was sent to the proponents informing them of SCAPCA' s zecommendat ions on the paving wa iver . Thank you for the opportunity to comment on this s.ssue. 'Sj 1101 (OIIEGE, ROOM 230 SPOKANE, WASNiNG70M "20' (SO) 4M127 ~az (509) 45%628 . . '1'Obl VGlj 1C No'Vember 2'6, 1951 Page 2` If you have,questions or,comments ,do not hesitate to call me at 456-4727 ext. 1020 Sincer- ely,, $pQKA81E OOIINTY AIR POLLUTYON CONTROL AC1THC3RITY ~ . 1 Kelle R. Vigeland Environrnental Erigineer enc. letter to Mr-. Pasald 1 ~ r . . ~ Pasold Architects A.I.A. ~ 0 A , , ARCHITECTUR& 1NTERIOR AESIGN. CONSULTIIVG SERVICES ;A 0 October 15, 1991 Spokane County Planning Department North 721 Jefferson Spokane, Washington 99260 Attn: Wally Hubbard Planning Director Re: Spokane Industrial Park CXT Incorporated Washington Paving Division East 15708 Nlarietta Avenue Spokane, Washington Dear Sir: As follow-up to the Pre-application Meeting held at 10:00 AM on Monday, October 14, 1991, and Zoning Code 14.802.080, paragraphs 1 and 2; this request for asphalt paving exemption is authored. The Storage Area, as denoted on the Site Plan, south of the proposed building structure is to be used for the storage of concrete pavers. The pavers will be stored in pallet type storage, four to five pallets high, and will exert load bearing capacities in the range of 2,880 lbs per square foot. In addition to the deadload of the stacked product, the motorized equipment which is currently owned by CXT to handle this product, are large cleat tired equipment with articulated action steering. This equipment includes a Case W14 with a 24,000 lb rating and an Iternational 515B with 28,000 lb rating. Storage of this type of concrete product and the operation of the existing equipment will tear up and destroy asphalt paving. The storage yard area will not be accessible to the storage of over-the-road vehicles, only the storage of concrete products and the two pieces of existing equipment to handle that product. This request is being submitted on the basis that the intended usage of the storage yard clearly falls within the Exceptions as noted in the Zoning Code under Chapter 14.802.080, paragraphs 1 and 2. Your approval of this Exception is herewith requested. North 909 Pine.s Road Spokane, Washington 99206 (509) 926-9555 Fax (509) 926-9558 ! 1 • Page 2 October 15, 1991 If there are any questions or additional information desired by the Spokane County Air Pollution Control Authority or the Spokane County Engineers' Office, please contact me. in a J. Paso , AIA FJP/ds Enclosure cc: John White Jerry Hagood Bruce R. Winer Spokane Caunty Afr Pollution Authority Spokane County Engineers u . 0 , • ~'asold Architects A.I.A. , , , a~RCNITEC7'i~RF, l~V7'~RIOR IjESICI~. CDlVSUL?7NG SER4'ICE,S ~ October 16, 1991 spokane County Engineering Department North 811 Jefferson Spokane, Washington 99260 Attn: Robert Turner, Director Re: CXT Incorporated Washinqton Paver Division 15708 Marietta Avenue Spokane, Washington Dear Sir: As a follow-up of our Pre-application meeting on Monday, October 14, 1991, at the Spokane County Building Department, this correspondence is authored. ~ This is also a request far a second curb cut and approach from Second Street into Lot #18 as is shown by the attaahed Site Plan. if You have anY questions concerning this request, please feel free to call. S' y, J as ld, A FJP/ds Enclosure cc: John White Jerry Hagood Bruce R. Winer North 909 Pines Road Spokanea vVashington 99206 (509) 926 9555 Fax (509) 926-9558 • eN ~ ~ Dow ,i 5ed' ~ t + tc v fl ~~L- ~ ~ / r Z l ~ OFFICE OB T8E COIINTY BNGINESR SPORANE COIINTY, tiPA88INaTON TO: Dennis Scott FROM: Bob Turner DATE: 12-11-91 BUBJ$CT: CXT paver plant, chronology Dennis, Here is a chronology of events associated with the CXT plant. 10-3-91 Application was made for a pre-application meeting 10-14-91 10:00 A.M. Buildinq pre-application meetinq. The plan submitted was very preliminary with no drainage calculations. There was an approach across the swale. I requested details of how this approach and swale conflict would be handled. 10-16-91 Received a revised site plan. - Culverts were under the approach to the property. - No drainage calculations were supplied. - Curbing and curb cuts were used to direct the on site drainage to the 208 swales. * I requested 208 calculations, swale details, culvert calculations, and paving of the back storage yard. 10-17-91 Sent comments to Pasold Architects 10-30-91 Received a revised site plan, agreement to pay fees, request for two accesses on 2nd street. - Culverts were still under the approach to the property. - Curbing and curb cuts were still being used to direct on site drainage. - 208 calculations were supplied. 11-2-91 Before I could review the revised site plan of 10-30-91 I received another revised site plan. - The approach no longer had culverts under it but instead went down into the swale. - Curbing and curb cuts were still being used to direct on site drainage. - The back storage yard was still not paved. * I requested that the back storage lot be paved, and to detail how the approach and swale were going to work. 11-5-91 Sent comments back to Pasold Architects. 11-20-91 Received revised site plan. My comments were: * Curb cut calculations for on site drainage disposal. * Detail of the swale and approach interface. Verifying elevations with the road plans for Marietta. * Correct the 208 calculations (They were computed incorrectly) * Call out spot elevations to verify slopes on the site. * Pointed out that the approach is in a low point in the Marietta road plans. Suggested they consider another location and to consult with Taylor Engineers who generated the road plans. 11-21-91 Sent comments back to Pasold Architects. 11-26-91 Waived the requirement to pave the back storage lot per SCAPA letter. 12-2-91 Received revised site plan, and calculations for Marietta and the approach. - The curbing and curb cuts for site drainage were removed. - The 208 calculations were corrected. - The grades for the site were supplied and proved adequate. * I requested that Taylor Engineers provide more detailed plans. The plans submitted did not address the swale being separated by the approach which was 6 to 9 inches above the bottom of the swale. The elevations provided on the site plan for the approach conflicted with the Taylor Engineering road plans. 12-4-91 Sent comments to Pasold Architects and Taylor Engineers. 12-10-91 Received revised calculations and plans from Taylor Engineers. 12-11-91 Comments of minor nature to Taylor Engineering over the phone. The comments mainly dealt with elevations and stations left off the plan. Told Taylor Engineers that we also needed a revised site plan reflecting their road desiqn changes. Pasold Architects and Taylor Engineers both delivered revised site plans that met our requirements. I walked over to the Department of Buildings and signed off the permit. While at the Department of Buildings I made a copy of an "early start/footings and foundations only" permit. The permit said that I approved by phone the issue of this permit for the Engineers Department. To my knowledge I never made that approval. My records do not reflect any ~ . f 1 approval or even a mention or comment on the subject. Gary Nelson would have been consulted and would have given me approval to do this before I could sign this "early start" permit. Gary has no recollection of this subject ever being brought up. Please note: for every day that the County Engineers Department had the plans the proponent had them for approximately four and one half days. ~ Robert Turner KTY-ME ~ HAGOOD C O M P A N Y December 12, 1991 Mr. Bob Turner COUNTY OF SPORANE Engineering Department North 811 Jefferson Street Spokane, WA 99260-0180 RE: CXT PROJECT - SPOKANE INDUSTRIAL PARK Dear Bob: On behalf of CXT, the Spokane Industrial Park and Riemle & Hagood Company, I want to thank you for your prompt attention in review of our plan revisions on the referenced project. Critical deadlines can sometimes prompt taking all necessary steps to get a pro3ect back on schedule. Again, thank you. I look forward to working with you on future pro3ects. KIEMLE & HAGOOD COMPANY 6,/ 6~~ Bruce R. Winer, Director of Development and Construction lbl Pcofessional Real Estate Serwces Washington Mutual Financial Center, West 601 Main Avenue, Spakane, WaShingron 99201 (509) 838-6541 ~ 01 V a . uu TYPE A D W, A 1 STA. 8+00 EXIST. INLET EIEY, 2008 99 ORIVEWAY N 1v MTI ~ . L=4 ~ ~ ~ EXIST. PARKING AREA r u ~ TYPE B D .w. . , BOTTOM OF~'SWALE ~ ~ ~ B~TTOM STA 9~00 . r a ~ EL. 2008.89 BOTTOM nF SWALE ~ '"'1 0 . ~ r L.201 INLET EL. Z006,99 , EL, 200~49 N 7EL. 2010.00 .c~~11~~ 1 ' • 6 PATHWAY ° . ° STA.9fl 2 • o ~ r N STA 7+56 u~ =15 IO 10 ~ _ ~ SwaLE R ~ ~ , + w : S ALE R 79913 ' 'f' ~ 20 UTlLITY EASEMENT B M ~ = ~ 5 ✓ ER o~ L 21. 8 ~ ~ ~ ~ 243 , Q d : ~ ExrsT. o vEwaY ~ T~os.4~ ~ , ~ p 2 , A 3 cn r v, - ~ ~ ~ , 3 2ou . . ~ ~ ~ : ~ 13 ~ ~ ! ~ ~ .S ~ ~ ~ ~ ~ ~r ~ ~ r.. • ~ ~ ~ ~ ~ r w ~ ~ r ~ ~ ~ ~ ~ ~ ~ ~ Q ~ ~ ■ - a ~ ~ SA io ~ ~9 C O.STA9t ~ fi C,QSTA. 9~40 ~ ~ ~ ~ , G ~ I S A ~ , ~ ~ ; . sa ~ ~ ai~.ss ~oi i 2s 2a~~ 6e 2o~a~a Zo~o 29 - - - ~ t~ 1 ~ ~ 0 , y.r 10 ~r ~ CD STA. lt 5 G~ TA. t 2 C►D.STA. +2 5 r I ~ , 1 ~ ~ ~ I ~ 3A ~ , .~c . . ~ - ~ , . _ 12 _ , - ~ - • • r r « ~ . R~3 . - ~ , , - ~ TOG.2010 64 . : ~ i . b E . PF,Q„LTYPZ ~ _ _ ~ • ~ - ~ r ~ ii 1 3 , . 3 _ ~ ~ - ~ aD u~ 80TTOM OF SWALE O Toc INSTALL STOP SIGN PER COUNTY , . , ~ E ~ . EL. 6. 9 ~ ~o STANDARDS, 8 I, ~ - 19 18 , o t ~ . ~ E .2008.49 ~ , L . a O . ~ R M V TYPE W I ~ E 0 E EXIST. A D. . Z o + ~ ASPHALT 8 BASE ~ - STA. 8~50 / ~ 2~ UTILITY EASEMENT . . + INLET EL.2008.99 . ~ r . ~ Q ~ , , i , ~ 7t ~ 20 30 5~ ~.I9 ~ a . . , ~ 6mmm ~ swa~E BERM ~ REMOVE 8~ REBUILD N ,TA ~0 ~ ~ ~ SUBGRADE TO - 4 20 r . ~ ~ SWALE BERM Vip . , O STANDARD 6 TOP R t A COURSE SECTION TOM OF ' ~ 8 T 40 ' SW LE ~ Z ~ '1 . , EL 2008.89 • ' - • ~ , , p / , ILITY EASEMENT • , , f ~ J S PI EER RD. ~ . ~ ~i ~ J , ON . . 4 . 8 G , . T V ~ ~ , 1 ~ f- • ~ . ~ ~ IT L~IOINf~t~ , TNE PfiRM ~ NO11P1f ~ ; - ~ . ~`00 • , 4Sd . z ~ . ~ _ ~ ~o coM ~a aas. ~ - , a. ~ . ~ : 6 T ~ 8 9 0 II _ . . _ 12 ~ ~ 1 ~ i i i ~ ~ ~ i = i i i ~ ~ , I 1 I ~ 1 I I I I I r 1 • , . ~ I I 1 1 1 1 I I ~ ~ - 1 I 1 I I I . •r, ~ s S isJ 7~ ( 1 I ~ 1 ~ I I , I ~ i I _ I I I : , - . _ R ~ • P ~ ~ ~ ~ ~ t . . ~ + ~ - f / . . w i 1 A l LT A.A 4 T T ' - ~ . . - - ~ ~ q., . ~9•. - '+•,~#A+r.-~ ~ ~ '1 Y ` . . - ~ y. • • ~ ~ ~