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1st E 9515 Motion Auto/Briggs & Stration 2 Whse r� S IS'f AVE B 9515, 8c 9525 �A�� NG��t'S ItE�'��►�V' �EE� �BY 11�lY4ARA► caHC�a b �9508� �r�a cz�o�f„s� Date m► R�eview 6t5/95 Tin�e 11:00 Fre-Coastructioa Datelteceivec� �l151.�5 Review 'I�pe �es�a �eKiew Prts,��t I�`arn�e MOTION AIJ'Tr0/�3RI�S 8� STRAT}ION 2 WHS'E BLDG,SQ �'I' Bange Township �ectiq,� 3ITE ADI�l�ESS l�ST AV� E 9515 9525 W FARR PARCEL �x.or�s �p�l�eanc's l�iam� ARNOLD BARTON� Phone i� 327-1538 A� 7303 �NW� B�.�D Phone 2� FLOOD ZOl'J� No, p� pay g�• Own�r'sladaresslphone L�1RRY WtSER 1?A'S CB��It SPOK;Ai�tE }�yA 99204 b?A-2291 Bu�Ud3ng �ntact PersQn: JefF� Porcy+�F�ct �03 P�oae 4�t.� �te Su�smitted Desanipt�on 1�,1 l�, AGR�SMEI�TT TO PAY FEB� OR PRII�RIT7� A.�E COMPLE_ 8� COPY TO AC t�C� f NO�CE'�'� PUBLIC 13 4 6 COMPLE'�I'ED OR.1�D5 TO /�r DSSI(�N D�BVIATION S�N1�T'��3/IIATE C01ViP�.BTBD -MAILB� I $OND�AII�OUNT R�CISVED .BOND R�I,.�A�ED ROAD 8� DRAINAG� �VVIPROVEMBN'I'� ST`AN�PED hn�IL,ARS' TO P�VII.T T'FC�ICAN (SYL/SI�Z�►NNE) 1 APPROA�H PErRNnT'� ROI�D/S_ WIDTH/S� G�ll.. ro A� Q ��L.. 4+��,,�d S ,��s� �l� �-1 r-� (v ,t� w �Q'� G��,� �S c„a�J �s�.r,�., i�.� c�? ��1 �ao� .�o�� G'�.��✓� �h.st�'. �i�,� �S '�s�� 9� ��ta �6 �L �i �!��s t� s ��r y L� �aa.___ ro �J r T r ENGI��I�'�� it��'IJEV6� S�[EET' Date Submittied Descriptio� Initials a. r r ,�lA�t�� 4l�? t)� s �o �,i-� -s�' �.s �.ss s ��t�r�vi�w.�or C PROJECT NUMSER� 95003227 APPLICATION DATE= 06/07/95 PAGE= 02 COI�SENTS ENGINEER SITE DRAINAGE TO BE REVZEWED 9� CONIl�lENTS HEALTHDIST NEW OR ADDITIONAL WASTE WATER COMMENTS 1�-�C.�C� PLANNING SI P R EW Q RE CONIl�RENTS tJTII�ITIES W/IN PRIORITY SEWER AREA Z� COIrIl�SENT3 �V I�tTUI�'t'1 O�.�TL�I� FIRE DISTR FIRE FLOW TO HE REVIEWED CONII�iENTS —1 ��C� BIIILDING PERMIT **�*�*�*****ra*�****�*********** CONTRACTOR= WALKER CONSTRUCTION INC PHONE= 509 327 5591 STREET= P O BOX 3901 ADDRESSa SPOKANE WA 99220 NEW= X REMODEL� 14DDITION= CHANGE OF USE= DWELL UNITS= OCCUP. L� BLDG HGT= 23 STORIES= 1 BL� W X D= 90 X 96 SQ FT= 8640 _SPRIN�ER� N REQ PARKINGa �HANDICAP= CRITICAL MAT� N DESCRIPTION GROUP �YPE SQ FT VALUATION WAREHOUSE 8-2 IIN 8640 168825.60 ITEM DESCRIPTION QUANTITY FEE AMOt1NT COAIl�IERCIAL VALOATION Y 881.00 PLAN REVIEW FEE Y 572.65 EIWIRONMENTAL REVIEW Y 75.00 STATE SURCHARGE Y 4.50 ENGINEERS REVIEW Y 50.00 COL��lERCIAL SURCHARGE Y 2 61. 6 6 ZOCD—BUSINESS ZONEf 124 Y 270.00 ZOCD SQET 128 Y 110.00 PAYMENT StJ�NIlKARY PROJECT NUMBER= 950032� APPLICI�TION t L� 06/07/95 PAGE= O1 THIS IS NOT A PERMIT PENALTIES WILI, BE ASSESSED FOR CONII�lETJCING WORK WITHOUT A PERMIT SITE STREET= 9515 E 1ST AVE PARCEL#= 45202.0225 ADDRESS= SPOKANE WA 99206 PERMIT USE= WHOLESALE WAREHOUSE MOTION AUTO PLAT#= 001834 PLAT NAME= OPP.TR. 1-354 BLOCK� L4T= ZONE= B-3 DIST#= S AREA� 00048000 F/Aa F WIDTH= DEPTH= R/Wa 60 OF SLDGSa 1 DWELLINGS= AATER DIST OWNER= WISER, I�ARRY PHONE= 509 624 2291 STREET= 120 S CEDAR ADDRESS= SPOKANE WA 99209 CONTACT NAME= ARNOLD BARTON PHONE NUMBER= 509 327 1538 BUILDING SETBACKS: FRONT= NA LEFT� NA RIGHT= NA REAR= NA REVIEW INFORMATION **�*******�r*�****�******�**** DEPARTMENT REVIEW REQUIREMENT BUILDING PLAN REVIEW AEQUIRED COAIl�IENTS BUIL NG FAST TRA REQUE TED CO NTS: BUILDING SPECIAL INSPECTIONS REQUIRED COI�Il�IENTS BUILDING SE PERMI PENDIN CONIl�IENTS BUILDING ZONING/SITE REVIEW CObIlKENTS SEPA REVIE ENVIRONMENTAL REVIEA REQUIRED CONIl+lEATTS Q Li�� CMA REVIEW CRITICAL MATERIALS (AI,L CONIl�+i) '^�i rr-'� ti ��o�c oF 6isr�s �.�rLica�oN +�or��avcc �J G,� 9515 9525 E. 2st Ave Wholesale Warebouse S��0��4`v'� ��1��,�1��f ��a��v�� I NAl4lB I ADDRBBS I CITY STA'18 I PBONIB Ooi�AC'j' r �owrirse t�,n► w� ��o s. a� s� I s� wn 9� �a-�� OONTRACTOfl can Hro�enlWellaer Canu. P.O. Baz 3901 S�o�ne WA 99Z20 S3S-33S4 AitCNtl'FCt' Ae�olQ BmLOa �2303 NW Blvd S�ne i WA 9➢tOS 327•1S3B 7C ST�TE E�,IR,,,QNMENT,�I,�FOLiCY AC,� 1n aa.ordanoo a�t6 the Weshingtoo Steto Environmca�al Pblicy Act (SEPA) WAC t97-11-3I0 s ttu+eshotd determutatioa is requ'ued to ba iseuod by the Dinrisian ot Bu�ldu�gs. Aa eavtronaseatel chedcl�st ne�ds to bo preparod and subm�d co ass�st tko D�vlsioa uf Buildiags iq malciag lhe th[+eshold d�iaation for circulation W egeaaies of Jurisd�twn. Ph'RMfTS CAN NOT BE ISSUBD UNTtL AFTER TNE ISSUANCE OF A TNRFSHOLD OfiTERM1NATION AND A 15 DAY PUBLIC COMMBNT PERIOD. A 375 40 foa is e+�quired m in�tiato the �vironmme�a! e+�w�ew �U V�MARY OF PROPQ�U Appl�caat prcrposes w cousUuct twa �toraga taadiry's tbet w�ll havo a emall saaouat of te�ail eales. Oac bwldiag being 8.640 sq R and the aher being 4,QOQsq ft. Main uso of �ru�wces wUl bo es a main stop foc delivery se�vtce end ehipputg. oc+n�- W�TDl1S8 PA[p! OONSt �W8 FiUtCBL ZOK6 AC![OJ�tS TYi�B QUILDII�G i�B SQ.BT iiAO�tP lYPB PLOW WAT�t WRVBYOR PIION8 �.0225 8�� t6� f I�km N-�61D B�2 IIN 'I000 �6to8em 9�8�if13! 1 R•�00 DISCUSSION TOPICS ccYeN�u.:�+a. �didom. sna oa,r�m co weiee.n �rtaro�nri) DIVISION OF BUILDINGS ZOMNG REVIEW (456�57� CONTACT: LORNE LAKSIIAS s W�ittaa comm�ts w�re preparod 8c a copy grvaa w tbd sppikant s l loadiag spaao per 10,000 sq ft. ENGINEFRING ROAD6 (456-3604) CONTACT: PAUL LENNEMANN Wiatea commettts wet+e prepare,d e coPY gwen w the appticeat s Road �anprav�snanta are �oquued Por 1� Aveaue. Contact Paul L�ennemann regard�ng spec�fics of unpravanents requ'ircd. Appros,ch peranits reqnit�ad. Slopc ease.ment may be requirod s A total of �R of asphalt �s cequiced an Ist Avenue (fcom centcr l�ne of road) 7�rpe'Br cutb aad guttes adjasxat to Gontage I�ALTN DISTRICT C3Z41S6Q) CON7'ACT: DAitYL WAY s Coaaect to publtc acwer and weter Contact locsl Ktisse compaay reg�rdwg locatio�a of dumpscec. w diow turaaround !or their vetucles s AI! oottsiNdroa debtte must ba W s lt�sed disposel f�dtty; ao on-sito burnu�g or bui�al w�l be antho�ized All floor dra,ns must bo plucnbod to the publec etw�; aAd a grct ttap ead otl wa�er separ�uoc may bo eead�d in shop areas. FIRB DIS7RtCT NO.1 (928-2d62) CONTACT: KEVW MILLER s F'irs tsydrai►ts olc. s 30ft cad�ue ia t�eyu�rad at aatr�suee for adeqwte f'�re acoeBS lenes s Lc�tall s Knox Box oa bot6 struaures. DIVISION OF 13UILDQVGS PLAN RLY�W (456-367� CONTACT: BOBBY S'i'OM: s Wntten coaunenta w�re pteparN 8t a wPY �nren w the appficent. s For iaformetion oA thc Americaas wub D'�sebd►tees Act, cap 1-800-435-723Z Ettect�ve 4/1/94 aU aomma�cual pe�ojects �all deroonstrate comAlieaoe w�th the Non-Residential Ener�► Code 1 aocessible van perkiag etali �s requ�red. s Spacif�► rouu of travel from e�h aweturo to the publcc way. s Ve}uelo atotaga atras wdl be roquu�ed to hewe od/water separawr aad wdl bo class es &1. Stora�e eres wd! beva w ba lese thaa 1,000sq R o� ar�a will have a be Bp�u�Cied. S1EE /�VEILSffORi�RlN/r�EASEliFGUIREMEMS T a P�T RL[.P.ASE RBRjU�ME•Nl'S r'taase,u�dr se�m aats �1r,a.tsat.stu, mat�age. a+ea lo,oasa�a alu�apb�r w+ae rj1 �+ivtau set� �oa�►�1aa mnw+�ga eo rlys Drpa�,o�r B+dbLcgtla.odbwevl4gm�o,r mm m,aiib�iaa� ro at! �e �wP�� U �Ia►� Q8� w e�adltla�lp proasu yow W+g�as. ft !s li�q�ovta�t dmt orbiod�tols Wd��dt dl a�aesoo�q dr�w�igs and da�aweeAtt to f+twrte �Jkat ,�r�w of ya�ra+glaar tr aaqpldad /n die laut vma�wr qf a� Deoa+rn�ta thaodd wacr� b� ad�irsr m.e kk�at �1P� �P�n7► 8pokan� Countl►'� P►ojeat Reewt� Coo� wip be Oswp Oorripia at ehe Otv. ol6uit�n9� (468.�876l. NtNO etva7A►E8A8 NBALTl1 FlAB 611[LDtli08 a 1 aICYG�D fOC�i �O��Oa IIaAl� X z Bniwio� �gee ia �cia dt tea X �G7Ear vle+v trtea�le �It �s+a� X 4 GUr6� �ou� laa�a�olnte X s Dimsmtoo a+�rei mm� i x I 6 8� Uahsiaa/direodion af tpumlamiw I X 1 t.�oterior eeA��e a� sa�+anina X I 8 �B�ior ew�sae X I 9 Feaae lncatt�a. t�eta` tyae X I 1 l0 [�dso lg�n o�m�kin�lat X 1! �S tea't�e tII lead�ac�io� elaa�od e�d�e�n X y I 12 tmd�o�iug(looa�t� X 1 13 P�erod batnd�uv �tam aw! tsaet �ariation X 14 9n1l�EIca oba�e aufant�ian X 1 S Plm�lcim� tta�k �taa plaa X I td Parl�tu$ avL (aumba ar3�i m�en�oa. d1Ra2aaal annw�) X 11 P�+rin� X 19 S�i 6d dt saua� foo�a�e X ?�0 TeaPtta omtunl d�vlaer X 1 Zl UtiUtv loaat�aa X 2Z Drata�a� laodia$ dodc aadl� ead'. 1 X 1 ?3 Desienq� plae !s�►�a��tr ra�etb. cala+ImEoae) I X ?a D�iva+�reys dl raad �e�ches X ZS Ee�eaieau (elradm� ut[Ut�r� X Z6 Rced �iam X �7 F1ta t�aeslaoaeu 28 Hmsdi uslla 8,� 6e wittdo b!d X 29 Caat es�ttmate of ta�draremmsa X 30 [rriastion Moam �taas X �l Nunerr edFmme X 33 Pr�aais�a,► tetter ra tane:oepe �auiren�t, x I 3� Mteemeat b oar faa midntvm ee�tul�emeati list 1 JI 34 Ap�roacb vamit foteaaets toca�atv nmd: X 35 Raed ctaar X 36 Onttwl Me�iats Itn i X X 37 Lodc (K�l box eotev �nrtate fo�f X 38 9EPA 1 X 34 Soedal [nenaxlon tbrm� I X �0 NREC Psan Ravkwar X •r 41 8er�kr-Fiee Reauli�me� tWAC Sl-?�1 X 42 De�gn�edffati�u of �Mft�n+ed �utidn$ I X 43 �Eecr�r deudld�danl�too� I X 44 Flaos dedn� boddie$ t�t1c �iaa� 1 X aS qaaiag. �l�ioa St cfr ooadIijonina draa+in�r 1 X 46 t.00dloQ dodc dn�aa I X 47 Rumbina dera3la X 48 Seoar�ia� arefl Mdl� I X d9 �St�naturaJ d�rirsa adt� t�t aaatw d� wlaletlons j X i X X i I I x Si�nstwe of Coordinetor Sagneturo of Pien iioviewer P►o�oQe rvo t�� 7 �J` ll �I�E� �JQ� C 1►l�t.s �l.e y Gl�,..q�c Tt.l.� 1� �"�7 Page 1 �{�C:�t' w A�S OFlIC$ OB '1'8� COU�TY �TOi�TS�R BPORANB CO�i'1'Y, 1�AS8I�TGTO�I �e� 5 �jp e E .�....J�s `i Pro ect: Briggs Straton/Mo�ion Au�o Date. 5/15/85 7 Address: 9515 E. ist. Ref No. 895085 Parcel No: 45202.0225 Review Pre App The County Enqineering Department has completed a review of the above referenced project. The followinq informatior� must be provided in order for us to proceed with our review. A) For any new impervious surface area a drainaqe plan for the site shall be prepared ir� 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 qrade elevations for structures to be constructed on site. 4. Finished qrade 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. By The sub�ect property is affected by the "Findinqs and Order" and the "Conditions of Approval" for the followinq land use action: Spokane County Zone Change No. ZE 16-59 C� The followinq improvements within adjacent Right of Way are required prior to the release of a building permit: You must submit road and drainage plans for street L improvements. These must be prepared by an engineer. Plans must be prepared for the followinq streets: �a' �ro� To a. ist. Ave. Local Access Standard FA� t�• Q (��PQ6� Al1 required construction (sidewalk/curbinq/pavement) within the Public Road Right of Way is to be completed prior to the release of a buildinq 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 Enqineer. Required plans are to be submitted prior to estimating the amount of the financial quaranty or permit release. 5. Approach permits must be obtained, after a site plan has been approved, and before the issuance of Page 2 i f a buildinq permit, from the County Enqi.neerinq Department for any new or improved driveway approaches to the following streets: a. ist. Ave. 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 th� Spokane County Engineer. The desiqn, location and arrangement of parkinq stalls shall be in accordance with standard traffic engineering practices. Paving as required by the County Planninq Ordinance, will be required for any portion of the project which is to be occupied or traveled by vehicles. It is illeqal to back out onto the Right of Way. E) Utility Condition: Permittee is responsible for arranqing 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 siqn Spokane County Engineers "Aqreement to Pay Fees". This document must be returned to the County Enqineers 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. G� See comments on the attached check print. Please return the check print to your contact person at County Engineering. The applicant or their representative is responsible for includinq each item that is marked "Required 8y This Project" in their submittal in accordance with the checklist descriptions. Each item subntitted that is to meet the checklist s�iall be checked off by the applicant or their representative. Submittals which do not conform to the above requirements will be returned for further items with no review being accomplished. This will prolonq the review process. If changes occur in the requirements for the project because of further conversations with Spokane County representatives, please attach a note explaininq the aqreed upon change in rec;uirements. When the applicants' submittal is finally approved, the Enqineers department will release their portion of the Building Permit. Your contact person at the County Engineering Department is Paul Lennemann, 456-3600. s s DE N�FF DEEBIE BA`RTON ASSOCIATES ARCNITECTS PL�NNERS 230s N w{8Lv0 SPO'KANE, wAsMIN'GTON vozo3 PNONEL soo. 3�Z•1 5,38 ��s r A�"T'N: ��v T�I1i1 o �RO�A• P,ROJECT: �u��.��.� N�IVI ��R O.� PJ�C�ESo C lNCLUD�S 'f9il� SHEET �Nt ESSA�Ev ��.��c��s `ra J oa� �G �t��= e�� Lu o m&� t� p r� �f'�.k� t� 1- w�� LL �I C� �at! t��'f t�� c. FAx �sos-3z�-�� EOWARO 1, DEEBI'E JR A�RNOcD �G BAR��ON MAIC{OlM w. Hs REGISTE�RE� ARCH�TEC75� r 0 8 R r ��,ti�ir a. �0�,� 1 r t j t �fi�---^�` ��,�.c��'' o r t I s o� R f v► 1 lkR'6t� at R G p i $zs /�,,�a j r Ar i�� A D �i `r. ai.� 1�� t SG �,a'�`r ea o fi G, �C. q o e1 a t �s� �c'� s o x �c-� C�► 3 t, �'t z p�v t �Fq �t��'�°`Yt 1 1 +�5 t�q xZ Z �2 !`�°v s ,�a '''c f �-+6v �S 4 i lZ 0 J� l5 �,,+Q �Z b 3�G tt� 4 ao 3��` s o �yS`� ,�-��o�.S Z tqV �,�SS Z, �t 1 q X Z .�-g� t '�'t�t P v ��,a t�� 5,,�.'�'- ar'� o a 1�� a �i S�' O K A N E C U U N T Y O�cB oF'f� CouNr�r Etvcnv�t A Drvlsiov oF Po�.te Wowcs Dfienxxrt�T Ronald C Hormann, P.E County Engu►eer Dennis M St�ott, P E, Du�ector June 28. 1995 Briggs St�ratton/Mo�on Auto Supply Amie Ba�ton De Nef�, Deeble, Barton 327-1538 A ceview of the road, drainage, or s�te plan for the above-referenced buildmg pemnit has been completed. Areas of concern to the Spokane County Engineering Department are indicated in red on the attached plan set a�d caiculations ma�tced "ORlGINAL". Please make the correc°tions and resubmrt them to the Buiiding Depart�nent in order that the review process may proceed Highlight all changes to the resubmitted plans and include the comment rnark-up copy w�th them Please note that the plan set and calculat�ons marked "ORIGINAL" are official publ�c documents and must be retumed w�th the revised plans and calculations. Review of the revised plans will not proceed until the "ORIGIMAL" set is n�turned to the County. if you have any quest�ons about this review, please contact us at 456-3600 Thank you Very truly yours, Ronald C. Hormann, P E Spokane County Erigineer Doug Busko, E.I.T Plans Review Engineer 1026 W Broadway Ave Spokane, WA 99260-0170 •(509) 456-3600 FAX (509) 32�-3478 TDD (509) 32�4-316G Page 1 f OF�ICL OF T� COUNTY �NGINSER 3POKANL COUNTY, �ASIIINaTON Project: Briggs Stratton/Motion Auto Date: 6/28/95 Address 9515 E. l�t Ref No. B95085 Parcel No: 45202.0225 Review 1 The County Engineering Department has completed a review of the site plan for the above-referenced pro� ect 1. Show the Spokane County Type A drywell detail, and modify it to show the general cross-section of the swales. 2. The side slopes on the awales ahould be labeled as 2:1. 3. Coordi.nate the elevations on the inlet in the north parking lot with the elevation at the daylight point. 4. Provide a detail of the cleanout to be used in the drainage system. i'�, S P O K A N� C O IJ N T Y f OFFlC6 OF �E C�UN1Y ENGINEHR A DIVISIdN OFTi� PUBLIC WQRKS DgPARTM�sNT Ronald C Hormann, P E, County Enguteer Denms M. Scott, P.E Uu�ector July 11, 1995 To: Bill Hemmings, P E From: Doug Busko� E I.T Subject: Design Deviation for Bnggs Stratton/Motion Auto Supply, E 9515/9525 1 st Refir�nce No.: B95085 The appl�cant requests deviations to om�t the construc°tion of sidewalk, and to util�ze a cross-slope slightiy over 4 5%. The omission of the s�dewalk had already been verbally approved by the Engmeers Department, and I see no problem with the excess cross- slope in the singie location. �026W Broadway Ave Spokane, WA 99260-0170 •(509) 456-3600 FfUC (509) 3243�78 TDD (509) 324-316b -��-lS REQUEST FOR D�SIGI'� DEVIATION �o.00 DATE ROAD NAME Fitst P,v+�nue �p�ID N�ME OF PLAT Plat �%r �J�'�.I ADDRF.SS OF HLDG 9515 East First Avenue NA1V� OF BLDC PROJEGT �'iggs Stratton/Motivn Auto B�G# gg 5085 S T R FEDERAI,JSTATE PROJECT PROJECT LIMITS .F.XISTII�IG CONDTTIONS: PROPOSED Il1+iPROVEMENTS: ROAD WIDTH 11 Feet 1/2 Width 21.5 Feet 1/2 Wa.�dth ROAD SURFAC� �P 2" ACP 7" CSBC AVG. DAII.Y 'I1tAF�'IC 200 C�rrent T�a.ffic Count Desiga Year Traffic Count PROJEG'T DESCRIPTTON Street wi.dening fo�r small enqine bvsiness and �uto nart�� hufi 7 nw�c PROPOSED DESIGN DEVIATION �l�te sid��walk and allow c.ross slope of 5.0� at on� I:ocation on�y. JUS'TlFIC,ATZUN: $Lde walk was no� x�equirc�d on �nainder af strw.:�,t,, �}SS $Zdl� .fQI' W1CI�I11i1Q ti117Rf hE� T1[�tYsacai i n �+�wie�r e^� of 0.5� min�mum� �isting pav�ment has c�xt�l.� flat qrade at west end of ��ect. SUBR!�IT1�D HY �s and Associat�s, Inc. DA� July 10, 1395 ADDRESS 110 West Cataldo S�okane, Wpi 7�p CpDE 99201 PHONE 50� 327-8697 AD VARIANCL FEE OF �30.� PAID �'O SFOKANE COUNTY 10�6 W BROADWAY, SPOKANE WA 99260-0170 PHONE (509�456-36Q0 FAX (509)3?4-3478 •REQUEST WII.L NOT WI'IHOUT F'�JNDS- C'ASHIC�CK RECEIVED BY DATE e�ns D i D �,,�oN ,��toNS ��Q� ��1�r^. �7-��' M C� I�ot �Ppx�'� t i �!'a°n �,na8er c �ed pcaj io�►� �n,ditious �Not A�P F.n9�D� �,��ved �r1 g C C �ate Not AP4�� x wl n d"n°'°''s J t t �11 Date r NQ` �r� i pppr a't�d�`�� dons ��ved C��O�• r D �ot ApP� ��meD�d a F 2 �,p�oved atac► °°fl�ti A�PP 8 �r SP°k�'a'e C�un�i I TRANSMITTAL aaaa July 11, 1995 �Te OSPK0047 To Spokane County Engineenng Dept Wiser S�te Street Widen�na 1026 West Braodway Saokane. Washmaton 99260 s�� First Street Pavement �den�ng ATTN Doug Busko Plan and Profile kem Copies Date D�sc�ption 1 2 Jul-10 F�rst Street Widernng Plan and Profile 2 1 Jul-11 Design Deviat�on 3 1 Jul-10 Spokane County Street �denmg Spreadsheet 4 1 Jul-10 Dra�nage Des�qn Calculat�ons (2 sheets� 5 1 Jul-10 Pavement Design Calcutations (3 sheets) Remarks As r�qu�ted X F� yau approval Retum Requested For yau infom�arbon F� yatu review �ther F�w„ W Larry Olson �I1Y llJ L:V��S A1�IL 11a75�l.lAlLJa ll�ll. A PR9FESSIONAL SER1��lCES CONSL�.TIVG FIIL�4 QFFI�FS 1'V 0[tFGOh', Vi`ASHII�GT'ON, CAl1FORl1�lr1 �D ARl7�UNA 1�FST 110 C.ATALDn SP�I�A�YE, WA�HINf�T�)n 9�?Al 15��) 3?'-�6�%' FA1( �Sd�l 32''�4� F i L "'�4�1t'� [7ti'�' DAVID EVANS AND ASSOCIATES, INC. 2 S 8 5 WE9t 110 CATALDO SPOKANE. WA 89201 19-28/12� 19 PAY TO T�IE f ORDER OF I �-�o L�C./�'� �r 1 DOLLARS i 4 Firat tMerstMe Bank IRle1'�t�te �sa�� e►sn�ca+ �oi Balik �4 a�,�sa $pa�arte, WA 99�1 POR n'00 288 5��' 2 5000 28 6�:i�' 30 2 0 9 i 4 i 2��' 'l 210 3 Date U 19 RECEIPT i Received From Addr�ss Dollars r P Q For �f' L��G� SPOKAt�t Accovnrr koW PA�o �$T 1026 BROADI�VAY �t�touHr �r raru u+�ac e,►�cE oR r B y r i aK�oa S P O K� N E C� U N T Y OFFICE OF Tf� COUNTY F�IGWEER A DMSION OF TFg PUBLtC WORKS DEPAR'IMENT Ronald C Hora�anst, P E, County Engineer I?�nn�s M. Seott, P E, Director Juiy 11, 1995 To: Bill Hemmings, P.E From: Doug Busko, E I.T. Subject: Des�gn Deviat�on for Bnggs Stratton/Motion Auto Supply, E 9515/9525 1 st Reference No.: B95085 The applicant requests deviations to om�t the construction of sidewalk, and to utilize a cross-slope slightly over 4.5%. The omission of the sidewalk had already been verbaily approved by the Engineers Department, and I see no problem with the excess cross- slope in the single location 1026 W Broadway Ave Spokane, WA 99260-0170 •(509) 456-3600 FAX (509) 324-347� TDD (509) 3243166 PERM T DOCUMENT TRANSM TTAL Spokane County Division of Buildings 1026 W Broadway Ave. Spokane, WA 99260 Project Address: c�,� Project ��--3a� Business Name: CONTACT: Phone: Mailin� Address: COORDINATOR: Phone: DOCUMENTS CIRCULATED Description �n�� Received 6y Date of Transmittal: Circulated by: c k I� M �1 S P O K A N E C� U N T Y UEI�ARTMENT OF BUILDINGS A DIVISIQy O� THE ['UBLIC WORKS [�EPARTMEN7 JAMES L MANSON, C B O, DlRECTOR UENMS M SC4TT P E, DIRECTOR Date July 7, I995 To Larry W�ser, Walker Construchon S. 120 Cedar Spoksne, V�A 99204 From Lorne Lakshas, Zone Rev�ew, Drvis�on of Bu�ldin RE• Env�ronmental Checklist for two (2) wholesale warehous�s to be located at E 9514 1 st aad 9525 E 1 st The attached comments, d,�ted June 21, 1995, from the Of�ice of the Spokane County EngYneer, shall become part of the environmental checkl�st far the above referenced pro�ect in sccordance v�ntb Sect�on 11 10 160 of the Spokane Environmental Ord�nance and adopted policies cc• Doug Busko, O�ce of the Spokane County Eng�neer 1026 WESf BROADWAY AVENUk SFOtcAN�, WASNiNGTOtV 992EO •(SCf9) 456-3675 FAX (509) 456-4715 TD1� (S09) 324-3166 IY� S l� C� K A N E C O U N T Y OFFICE OF TH$ COUNTY �AFGQVEBR A DNtStON OF TH6 PUBLIC WORKS DHPARIMBNT Ronald C Hormann, P E, County Engmeer De�ws M ScoEt, P.E Direcfior MEMOl�,ANDUM DATE June 21, 1995 TO: Lome Lakshas �s°' FROM DOUg BUSko, E.I T� s r SUBJECT S�PA Checklist for Motion Auto/8nggs Stratton, East 9515/952 Thank you for the opportunity to comment on the Environmental Checkiist for the above- referenced project. Comptiance with the "Guidetines for Stormwater Managemen�' is required for all new construction. Typical road imp�ovements will be required for improvements of this nature. The construction of Type B curb and gutter, additional pavement, and necessary drainage structures will be required Approach Perm�ts ane required for any new or mod�fied acc�ss to Public Rights of Way 1Q26 W�roadway Ave Spokane, WA 99260-0170 •{SQ9) �56 3&00 FAX (509) 324-3478 TUD (509) 324-3166 �o�� A�� E�T AceE�ra�vcE DATE of DNS: June 26, 1995 FILE NUMBER: 95003227 and 95003228 LOCAT'ION OF PROPOSAL: 9515 E. 1 st. Ave. and 9525 B. 1 st. Ave. Spokane Washington 99206 DESCRIPTION OF PROPOSAL: Construction of two (2) onc wholesale warehouse buildings, 8,640 s, f. and 4,000 s. f. PROPONENT: Larry WiserlArnold Barton 120 S. Cedar Spokane Washington 99Z04 RESPONSIBLB OP'FICIAL: James L. Manson, Director c/o Lome Lakshas, La�nd Use Planner Spokane County Division of Buildings 1026 W. Broadway Spol�ne, Washington 9926� (509)456-3675 The following commeat(s� oorresponds to the no� secbon of the Environmental Checklist submitted by the sppli�cant and bevomes part of the checklist in acconlance witb Section 11.10.160 of the Spol�ane Environmental o�rdinance and adoptiod poli�ies: T�ie r�oyuireme,nts of the attached memos shall be met: (1) Spok�ie County Air Pollution Control Authority dated June 14, 1995 A copy of this Comment Acceptan� to the Envir+onmental Checklis# was mailed to: Spokane County Engine�r's �ffice Fire District No. 1 ��g$, Mr. Paul Chase Spokane County Air Pollution Control Authority Spokane County Utilities Mr. S. Edward Hayes Mr. Bruoe Rawls Washington State Dep� of F�cology Spol�ne County Engineer's Office Environm�ntal R�eview Section Stormwate�r Utility Ms. Barbara Ritchie Ms. �rea�da Sim�mie Williatas Applicant Mr. Larry Wiser/Arnold Barton Date s�g�iature U d y �•,a �T SPOKANE COUNTY CIjE� �IR AIR POLlUTION p K CONTROI AUTHORIT1f WEST 1101 Cl�l LEG�. SUITE A03 SF'QKAN� WA �»201 •(509� 456-d727 F�x (509} 4S9-b828 Date: June 14, 1995 To: Lorne Lakshas Spokane County Divisio� of 6uild�ngs From: S. Edward Hayes Spokane County Air Pollut�on Control Authority Subject: SCAPCA COMMENTS REGARDING :�le Numbers 95003227/95003228 Follow�ng is a I�st of concernsCssues that, at a minimum, need to be addressed for this project. SCAPCA encourages proponents to contact their offices at 1101 West College, Spok�ne, WA 99201 for additional informat�on. All air poilut�on repulations must be met. A�r poi(ution regulat�ons requ�re that dust em�ssions during demolit�on, construcUon and excavation projects be controlled. This may require the use of water sprays, tarps, spnnk�ers or suspension of act�vity durine certain weather condiUons. Haul roads should be ueated and emissio�s ftom the t�ansfer of earthen matenal must be c�ntrolled as wetl as emissions from all other construction related act�vities. SCAPCA suongly recommends that ail travelled surfaces Ii.e., inAress, eeress, parkinA a�eas, access roads) be paved and kept ciean to mmimize dust emissions. Measures must be taken to avoid the depos��on of dirt and mud from unpaved su�faces o�o paved surfaces. If track�ng or spols occur on paved surfaces, measures must be taken immediately to clean these surfaces. Debr�s generated as a result of this project must be disposed of by means other than bummg (�.e., construct�on waste, etc...). Failure to meet SCAPCA regulat�ons may resutt �n delays, closure and c�vd and/or cnmmal sanct�ons. oru►t�onJ��r�k�iPdttt� u DE MEF� DEEBLE BARTOht AS��CIATES ARCHITECTS Ri.A,lwti�lERS 2343 h1 W B�Vb i SPOKR�JE, WASHINGTph1 94�{}S PHONE �09 327 1538 June 2�, 1995 �s. Dawn dampier, Buiid�ng Techn�cian Qivision of Buildings Spokane County Public Works xU�6 West Braadway Avenue 5pa�ane Washingt�n 99��0-�050� Reference: l.arry Wiser Suilding� E. 95�5 E. 9525 First Ave�n�e �pakan�, Wash�ngtar� SUBJECT: Parce� 4�20�.0225 Answers to �ounty Engineer Comments on Rev�sed 5ite Plan Dear Da�rn We offer the faTlawing comments to the Caunty Engineer's review of the revised Site Plan for the r�ferenced proj�ct: a Revised Caur�ty Type A Drywell Qeta�l has been shown on the drawing and a general cross section vf the swales is shown. 2. The s�de slopes of sarales have been nated as 2:1. 3. El�vations of inlets and dayl�ght pa�nts af ti�e drain pipe for th� parking la� area� ha�re been modified and noted. �lape af GR p�Re has be�n noted as 1/16" per foot per co�nversat�an with Doug Busko. 4. Detail of clea�out for site� drainage has been attached ta the revised �ra�ri ng We are enc�asing 7 capies of the rewis�d Sit� Plan �41.1RR �ith the cha�ges high�igh�ed. We ar� also returhing the arig�nal document per your request. Sinc�rely, DE NEF�, D��BLE, BARTOM ASSOCIATES AR�HITECTS �4NQ PLAN�IERS RECE�VE� SP�3�4A�� C��NTY a�b/ j e Arno� d G. B�rton encs �J�� cc Larry Wiser w/enc. l�al ker Canstruct�an w/enc. �Z�} t��Ut�.DtN� i Y EDWAitD J QEEBLE, JR ARNOLb +G, �ARTQhf MdLC�O1M W HAIN RE�IST�RED i4RCHjTECTS AAEMBERS OF TF�E AAAERICAN INSTITU7E OF A1t�HIT�CTS 1 PERM T DOCUIVIEN�T TRANSM TTAL Spokane County Division of Buildings 102fi W Broadway Ave Spokane, WA. 99260 Project� Address: 9� ��.5�" J� Project �s 3 6usiness Name: r CONTACT: Phone: Mailin� Address: COORDiNATOR: �M Phone: DOCUMENTS CIRCULATED Descnpt�on �,��8 �L r I I I I I I I I I I I I I I Received 6y Date of Transmittal: ��'S� Circulated by: a JUl 3 '�g�� SPOKA►dE COU4yTY E►�G1�EEt� a DE NEFF DEEBLE BARTON ASSOCIATES ARCHITECTS PLANNERS 2303 N W BLVD SPOKANE, WASHINGTON 99205 PHONE 509-3Z7-1538 June 22, 1995 Ms. Dawn Dompier, Build�ng Technician D�v�sion of Buildings Spokane County Public Works 1026 West 6roadway Avenue s �O �FG Spokane, Washington 99260-0050 �NF�� Reference: Larr Wiser 8uildings 2 E. 9515 E. 9525 First Avenue ��sio Spokane, Washington Y e SUBJECT: Parcel 45202.0225 v ��NG A�swers to Items Noted in Report of 6/5/95 Pre-Applicat�on Conference Other Comments Dear Dawn: We offer the following comments in answer to items noted needing additional information or clarification during the Ju�e 5th Pre-Application Conference: State Env�ronmental Policy Act �SEPA�, An Environmental Checklist with $75 fee was transmitted to you on June 6, 1995. Div�sion of Buildinqs Zonin4 Review: Lorne Lakshas A. Site Plan Rev�sions: 9. Loading space has been identified on revised Site Plan. 10. Refuse area has been shown with screening and gate on rev�sed Site Plan. 12. Proposed fencing is shown on revised Site Plan between Wiser property and property to the north. 13. Six inch curbing has been shown on the revised Site Plan. 14. Directional arrows for ingress and egress have been shown on the revised S�te Plan. 16. The Ow�er has elected to submit s�gnage plans at a later date. EDWARD 1 �EEBLE, JR ARNOLD G BARTON MALCOLM W HAtN REGISTEREO ARCMITECTS M E M B E R 5 O F T M E A M E R I C A N I N S T I T U T E O F A R C H 1 T E C T S Ms. Dawn Dompier 2 June 22, 1995 B. Provide the followina on a General Information LeQend on the Site Plan: 1. Parcel number has been added. 4. Zoning has been added. 7. Maximum building height allowed in tone �s 75 feet. Build�ng #1 is 19 Feet and Building #2 is 24 feet. This is indicated on the revised S�te Plan. 9. Electrical Engineer notes that the exterior light�ng fixtures are of the cutoff luminaire type and that the lighting will not spill over on the adjoining properties. C. Landsca�e Plan ReQU�rements: 1. Landscape and Irr�gat3on Plan was submitted at the Pre Conference. 2. Five feet of Type 3 landscaping is shown on the Landscape Plan. 3. S�x �nch curbing �s shown. Curbing at street will be in a separate contract with the street development. 4. The Owner w�ll do his own landscaping and �rrigat�on. The Contract estimate for this through the General Contractor was 58,980. 5. All landscape areas will be equipped with an automatic irrigation system. See Landscape and Irrigation Plan. 6. Promissory letter from the Owner has been submitted to the County. D. Add�tional: l. All roof dra�nage and hard surface drainage has been taken care of in 208 areas. 2. SEPA Checklist and fees have been submitted and paid. Enqineerinq and Roads: Paul Lennemann �Reference �B95085� A1. Drainage calculations have been submitted to the County. A2. Calculations of total impervious surfaces have been submitted to the County. A3. Finish grade elevations are shown on the Site Plan. A4. Finish grade elevations at top and bottom of 208 swales are shown on the Site Plan. Ms. Dawn Dompier 3 June 22, 1995 A5. Typical cross section of 208 swale shown on Site Plan at Drywell Detail. A6. Drainage calculations correspond to County drywells called out on the S�te Plan using Spokane County Type "A" drywells. A7. Not applicable. A8. La�dscape Plan was submitted at the Pre-Appl�cation Conference. B. Not appl�cable. C1. David Evans Associates is in the process of preparing the Road and Drainage Plans for street improvements. The s�te surveying has been completed and the draw�ngs are being drawn at th�s time. Larry Olsen at David Evans Associates (327-8697) is the Engineer working on this portion of the pro�ect. The Owner has written a guarantee letter to the County regarding the cost of construction and improvements on First Avenue. C5. Approach permits will be obtained after the Site Plan has been approved. O1. Rev�sed Site Plan has been submitted. DZ. Drainage Plan is shown on the revised Site Plan. 03a. Parking and traffic circulation is shown on the revised Site Plan. E. The Owner w�ll arrange for all necessary utility adjustments and relocations as required. F. Owner has signed and returned agreement to pay fees. G. Items questioned on marked up Sheet A1.1 have been addressed and the Sheet is returned herewith. Items previously noted a� Minimum Requirements Checklist by Paul Lennemann have been taken care of or are in the process of being designed by private C�v�l Engineering. Health District: Daryl Wax Project will be connected to public sewer and Modern Water District water. Valley Refuse Company has been contacted and size of dumpster and location have been shown on the Site Plan. All construction debris will be removed from the site and taken to a licensed disposal facility. No o� site burning or burial will be done. All floor drains are plumbed to the public sewer and oil/water separators are provided. See Mechanical Plans. Ms. Dawn Dompier 4 June 22, 1995 Fire District No. 1: Kevin Miller West approach to the property has been increased to 30 feet. County Engineer will not allow 30 foot radiuses, but requires normal curb cuts. Knox Boxes have been ordered by the Owner for both structures. Division of Buildin4s Plan Review: Bobb� Stone Answer to written comments are as follows: 1. Accessible parking stall has been provided for a van. See revised Site Plan A1.1R. 2. Storage area of Building #2 has been divided off of the Sales Area with one hour separation. Storage area has been changed to open display area in Building #1. See revised Floor Plan A2.1R. 3. Dav�d Moore, Eng�neer of Spokane will be doing the Non-Residential Energy Code review and site inspections. 4. Critical and hazardous materials lists have been submitted by the Owner. 5. Special inspection will be accomplished by AGRA Earth Environmental of Spokane. 6. Land�ngs have been shown at all exterior doors. 7. Exterior walls on the property line will be a minimum of one hour fire rating as required by Code. Walls are 5 1/2" of concrete with 3 1/2" insulation core with 2 1/2" interior face. A test conducted by Tremco according to aSTM E-119 shows that a 5" panel with 1/2" �oint meets one hour requirement. Al1 of the joints will be caulked on both sides with backer rods and have full �nsulation in the joint. SQokane Count� Utilities Department Sewer will be connected to area wide public sewer system. Permit will be applied for. Plans and specifications will be submitted for review and approval by the Utilities Department. Arrangements for payment of any additional sewer charges will be made pr�or to the issuance of the Sewer Permit. Water service is being supplied by Modern Water District who �s the designated water service for the area of the pro�ect. Ms, Dawn Domp�er 5 June 22, 1995 We are �nclosing 7 copies of the rev�sed Site P1an AI.IR and revised �loor Plans Buildings #Z a2.�R. We believe we have answered all of the concerns l�st�d in yaur r�port. Please i�t �s know �f there are any other �tems requ�red for the Build�ng Permtt. We are anx��us to star� canstru�t3on as soo� as poss�hle and apprec�at� all your help �n this matt�r. s��ce�e�y, DE N�FF, �E�B�E, BaRT�N AS50CIATE5 AR�HITE�GTS AND PLANNE�S A�nold �G. 8arton agb/�e encs. cc La�rry W� ser wa�ker Constructivn I PERIVi T DOCUIVIENT TR/-\NSM .TTAL Spokane County Division of �uildings 1026 W Broadway Ave Spokane, WA. 99260 Project Address: q 5 ��J Project cj'�� 3�� 6usiness Name: CONTACT: Phone: Mailin'� Address: COORDINATOR: 1.��.�,� 3Ca?� Phone: i DOCUfVIEIVTS CIRCULATED Description ZoNnp �n, om��,., uuoaa� scaPCa r �?�e� S P X L� Received By Date of Transmittal: ��—�j Circulated by: OFFtCiAL PUBLIC QQ�CU�� t�K�f�E COUNTY C(�G1NEE� 0� i JUN 2 3 1995 ��4JFCT" R �U�+�ilTTAL SPOt��E COU�1'fY E�1GI�OE¢_ ��TUR�I TO CQUf�TY ENGIN�R p S P O K A N E j C O U N' T Y OFFICfi OF TI� COUNTY ENGWEHR A DMSI6N OF TI-Ifi PUBLIC WORKS DEPARTIV�NT Ronald C Hormann, P fi., County fingin�r Deiuus M Soott, P E,�r ME1VIOl�;ANDUM OATE• June 21, 1995 TO: Lorne Lakshas FROM: Doug Busko, E.I.T SUBJECT SEPA Checklist for Motion Auto/Briggs Stratton, East 9515/9525 Sharp Thank you for the opportunity to comment on the Environmental Checklist for the above- referenced pro�ect Compliance w�th the "Guidelines for Stormwater Management" rs required for all new construction. Typical road improvements will be required for improvements of this natu�e The construction of Type B curb and gutter, additional pavement, and necessary dramage stn,ictures will be required Approach Permits are required for any new or mod�fied access to Public Righfis of Way 1026 W Broadway Ave. Spokane, WA 9926U-4170 •(509) 456-3600 FAX (509) 324347� TDD (509) 324-3166 REG�IVED S� ..�CANE ENVIRONMENTAL ORDIIVANCE DETEI�;MINATION OF NONS,�GNIFICANCE J U N 1 3 1995 **��*�**�*********�*******��*******��*«**r�***r��**��**�****************��«�CS�'�iY��N FILE NUMBER: 95003227 and 95003228 LOCATION OF PROPOSAL: 9515 E. lst. Ave. and 9525 E. lst. Ave. Spokane Washington 99206 DESCRIP'TION OF PROPOSAL: Construction of two (2) one-story wholesale warehouse buildings, 8,640 s.f. and 4,000 s.f. PROPONENT: Larry Wiser/Arnold Barton 120 S. Cedar Spokane Washington 992Q4 Responsible 4fficial: James L. Manson, Direct�or c/o Lorne Lakshas, Land Use Planner Spokane County Division of Buildings 1026 W, Broadway Spokane, Washingtnn 99260 (509)456-3675 Spokane County, the lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An Environmental Im�ract Statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environme�tal checklist and other information on file with the lead agency. The information is available to the publ�c on request. There is no comment period for this DNS. [X] This DNS is issued under 197-11-340(2); the lead agency will not act on this proposal for the required 15 day review period commencing on �une 12, 1995. Comments pertaining to this ch�klisddeternunation must be submittedlreceived no later than 4:� p.m.,1u_ne 26 19�5. Date ,l�c.� Signature You may appal this deterinination within 10 calendar days after it becomes final: The Board of County Commissioners West 1116 Broadway Avenue Spokane, Washington 99260 The appeal m�st be submitted in writing no later than 4:00 p.m., �ul� 19�5. You should be prepared to make specific factual objections. Contact above responsible official to read or ask about the proc�dures for SEPA appeals. A copy of the Determination of Nonsignificance was mailed to: Spok�ne County Engineer's Office Spokane County Utilities Mr. Bill Hemmings Mr. Bill Dobratz Spokane County Stormwater Utillity Applicant Ms. Brenda Simms/Tammie Williams Mr. Larry Wiser/Arnold Barton Spok�ne County Air PoUution Control Authoriry Washington Staie Dept. of Ecology Mr. S. Edward Hayes Environmental Review Section Fire District No. 1 Ms. Barbara Ritchie Mr. Faul Chase 1� t ��A�Q s a ��r 1 -o�z°o�°�c�c u�YS��r� c��.�� aa� s� S SPOKANE ENVIROlMENjAI OROlKNICE (VAt 197-i1-9G0) Sectton 11 10 230(1) ��v t�a�srental Chctk l i st File No�� i Pnrpose of thecklts! 1he State Eevlronnentsl Pollcy Act (SEPA� cl+apte� �3.21C RC11. reQulres •11 qovernseela! aqe�les to eoas�det t!u enri�oement�l lwpattf o! a Oro0otal betore wting �lecicloes. M Eevlroneental liapset St�tement ZEIS) aust be p�epa�eA Ioi a11 propos�it wttb prob�ble sl9nitteant adve�e t�pads en tAe qu�lltx ot the environaent. ?l+e pnrpa=e ot t1►!s cheekllst ls �o pror/de lafars�at�on to hetp you �nd the aqnnty ldentliy lapaett troai you* propos�l (�nd to �educe or srold tcpscts trom tAe proposal. ff it e�n be Qone) and to help the aqenty Qetlde vheLher an EtS ts requle�. lnstructlons ta� I►ppllc�ncs Th1s envl�oea.ent�1 chedcll:t asts you to descripe saae basie lntonmtton �bat rour propos�l. 4ove�nmental agenelas use this ehedclist to Qeter�tne Mhether t1�e e�vironaent�i impacts ot �raur prapos�l are s/gnitleant. requlrte�y preparattoe ot an EIS. Ansver tht que�tlons Otttflr. vith the aQSt prstise lntornatfon keawn. o� qtre the best OescrlpNo� you t�n. rou sust u+swer each avsstlon accuret�:t .��6 :a:..:�:lr, to the Oest ot youe knowleye le eiost eases. you shautd de abie ta anaer the questtona t�oa you� wen obse�ations o� prosett ptans wlthout the need to h1�e experts. tt you reslly do not knox eAe ansre�� or tf q�sttor does not applY to your propotal. vrite •ao not knar• o� •doet eot applr.' Caeplete ansvers to the quest�ons nw auy avofd nnnetess��r dela�►s late�. Sor�e questtont ask �bat qoverrtaentsl requl�tloes. suth �s saning. sho�eline. �n� le�deuric Qetiqrotions. Aavaf these auefttotrs you tan. !t you t�ave probleas. the gove�mrcetel a4encles can asslat you. The chectlist questtoqt •pplr t0 a11 p��ts ot rour proposal. even tt yau v1�n to do ehw over perlaQ ot ttae or on dltteeent pareels o� 1in0. Attach anr addition�l ieforusatton that �t11 desc�lbe yaur propos�l o� Its enrlroru�ent�1 etfeets. TAe �gency► to rhief� yon sub�lt thit d�eetlfst �ay ask you to e�p1�1n yaur u+svers or prov/de aedltlon�l Intorwtlon nasonaply relate0 to deterainlnq 1t then wy R� slgnf/teant adve�:e 1�oact �se ot chedcllat tor RoearoJect vroPos Coaiplete thls eheckltst fa� �rtpro�eet proposalt. even thouqt► qieesttoas aa se saswered •das not spply. IM ADOiTIOK� Co+plett the SUPrIEMENTA SHEET FOR MOMFqOJECT IICTTONSI/a�t 0�. for nonpro,kct actlo�s. the roterences in tAe checkll�t to the words 'prosed. •�ppltcaet.• �ns '0*operty or s/te' shoutd be ra0 as 'pra�o��t,' •�ropose�.• an0 'affetted geog��phtc are�.' respectlrety. A. N1CJCtilCUMO t, t1�e ot proposed project. 1t �ppl/ca�le Larr� Wi ser Bui 1 di nQ$ East First Avenue SQokane, Washin�ton or ��t��c: Larrv Wi ser �en:: �nd phorte aueDer of appltcant or cantaet person S. 120 Cedar� S�okane WA 99204 624-2291 or Arnold Barton* 2303 Northwest 6oulevard, Spokane, WA 99205 327-1�38 o.t� check 1 ist prtpared J une 6, 1995 s. ��»:t• S�okane Count� Di vi sions of Bui 1 d� ngs 6. �roposed ttaln9 or st�edule �1nt ludiny pbisieq, 1t sppl�ubiel• Construction scheduled to start June 1995. 7. a. Oo You Aa�e �ny pi�ns tor tuture idditlons. ��anston, or furthe� act/rltr �lated ta ar eomtcted vltb tA�s oropouit It y�f, uplNn. NO b. ��v orn or h�re optloes on {and eet�Dy or ad�acent to ihts proposalt tt yes. exp1N n. No a. L1st any envtroriwent�l Intonwtion you know about tlut h�s ban 4repaeed, a� wi11 se prepirt4. dtredly related to thls propasal. Do not know af anv. Rer.Y/1/88 l spa�wre ctrvtaota�trtu. oaniN�uct �v�►t ��-u-ebo� s�utoe t,t �0 2zati) dAC1CG��' (toattautd) Oo �w lmov vhetkcr �pplicacioos •ee peoQias tot �o�ernsaetal �pp�ov.1• o� otbe[ p�opoMl• dlrsetl� at[deettt6 el+e pt^opattp eow�sd b�► ywrc peoposal' i[ �e�. esplala ui 1 rii na PPrmi t- Senlcan Cn�nty �0. Ll�e •n� =ovsramot •pOroval� o� peeste� tbat viLi be asedad toe roue propo�al. tt la►o�a. Buildinq Permit S�okane County, County Engineering Street Permit 11. Cl•e a bciet. taspl�ce da�atipttoe ol your �topo�al, lnclvdta6 t1�e propo�ed u�e� aad Clta �tse at t!r pee��et �n4 �ite �'hat�a ate se�►eeal Que�tloo� Ltar lo cAi� tl+actl:i�c chac uk �ou to de�cti�n cettaie upeets ot �onr psopo�al. Ton do twt oeed to re��at tttioaa aeswr� oa tlsi• 9�3• Canstruct 2 one stor� wholesale warehouse buildings. 1- 8,640 sq.ft. and 1- 4,000 sq.ft. Sl� Loesoloo ot c1+s propo�al Ct�re aolti�tanc �atos..tsoe tes a pet�oa to nn0esae�aa tM pe+aet�a 3ACStian ot yons �sapeas� pre�aet. LoelndLa� a �tt+�st adacea�. i[ �ay. �ae saetioa. to�o�hlP sed ��ase. it l�aa+�a. il prop�l va�a ooaer oves t�aa�s.ot �eea. �tvrula tM us►fa es bsun�:siss ot eAe sica(�). t=evtAe a le��l d•�etiv��a• •i�� U�►• Kesniq �aP� aad topo=�s�l�te �aM. li ntaoe�ely a�dLbla. �Mils you ai�ould aubait �a� oLaa ceauLt�d by ths aaene�. yoo aee aoe eequtred to dupileate w.os ot d�tailsa PLe� �obaleted vf.tt� aar �e�le appiteation seLted te et�l� el�acklt�s. 9515 First Avenue and E. 9525 First Avenue, Spokane, WA t�. Qoas cAe propoaed actloa lie vittdn chs Aquites Senstttae Asa� (iL7A)2 :Ae Csaetal Se�+sr 3ee�rles AteaT 3l�e htetit� 8��+e� SotKaa Area! Tha Cit� ot Spokaoe! (4ee. Spolc:ae toaaty's J�SA OvssLy Zene AeL• toe loondaeia�). ,.ygs AQUifer Sensitive Area 1C C�lQLL:L� �t AlTL1G1X! i. IINZtO�.�t. Q.Qt�lS Evaivatiee Tot I►eu+q p�s oait l. GtR:11 a. GaneTai dsse�iyKon o( the site �atrtle one)a [L t� eotliat. hil>>� �teep �lepe�. �ouaed4ous. ocMt Flat p. tAuc i� tl+e •csspase slopa aa cl+a �it� (ap�eosl�ate pere�se�t �lepe)t 1.5� e. �bat �enesal t�p�• oi �oil� •er Ceuad on tl�e •ice (tos exsa�l�. aLr, ued. �[avel. past. �ek)t Il rou lasov the e 4��lEle.tie� ot �daaltura� �eil�. �pceity t6as aad pos� se� ori�e t�:slaod. Vallev Sand Gravel d. Asa tkec� �vit�ce tadieatiooa oe Al�taq ot uastaels soil� ia t1+e la�adiate r!eloitlt Il so. daaeelD�. t]ees not dDDI i w r t 5i►AKAr�E EN+Y1Sta�MENTII'� O0.blH�� {WAC 147�-11-96G� St�ttlan 11 t�.�3G(11 B EHWiR4t4#�N'f1yL EL�FtE�ITS(continued? Eralu�tlon For Agancjt tlte Only e. I}tscribe the purposa, type, ;nd approxia�ate �unntlties ot �ny tl11lnq ar �rading pr'oposed. In�scate so+rnce at' ft11. ��,p,��,,,o evel si�e and fi 1 t of 1 to fe�t under �1 oar �1 ab. Cavl�i ardzSon oacur as r�sult of tiaaring. c�nsttttctien. ar useZ tf so. g�nerijly deacr�tre. �i) Abaut rrh�t p�rce�t o1' tne g�te �tt11 bt Ce+re�ad rrlth 1�R��►lous s�ri�scs aitcr prosec� constrUC- tton {foF axample� e�p�ratt Qr bulidingsl� h Propo3ed m4�tures to reduce or eontrol ervsion or o#i►er ln�,a�ts to tht e�rlh, 1t any: �ps not aenl rr,. z �z� a. �that tXpe af e�at�sion� t�o khe air wou�d rErtli froro the pe+aporal It.t., dt�R, sutmabita, odara in�u�trlal, woed sa+ok�� dur4nq can;trVtttaa and +�ea ihe projsct i3 coaplettQ� [f gene�atly d��rlbe �nd girre �pproxlwzte qnsntlte� fF i�najrn. �yarmal aut�mobi�e traffi�, construction �qu�pment ap�ration, f After construction, 15 ve�r� c1 es per day. r b Are lhere +nY af!-tltt taurces of euisstafis or odnr that may si1'ect yeur profeosal? 1f so. �enerally deStrlbe. �.Q c, �rapastd maaqures to �edu�e a� eaatra� eaisstons or atl+er tmp�ct� !o �i�. i� aAy� oes no� aa�1Y. r uaT� a. �urtite~ I1} !s therr �ax suriace vater 6�dy on ar 1n the 1�1at�e rioiaftr tha s1t� tnelq�l�q �r- round a�d seasonal strea�. saatwter. lakes. pands� �li:nds�? [f �res, desc�ibe ty�pa �n4 pravide narses. Cf tppropriata. ttete ,eh�t stre�+v ar riYer tt fiowi 1hte. �0 �2y �t111 the pro�aciC reqvire �11y Y9i'� 4MlT. ie. ar ad�acent to 6wtthlr� 2C0 feat� the dastribtd xatersl [f gc=, pl�aae de3cr�be �nd aRieth irtlltbls planf. 3 w SPDXAIiL LH9IROW1t�11'L�t. O]IDIKANCE ('�tAt 197-i1-46�) Ssecion 11 10 230(i) t [l1VIROta¢NTA1. ELL`dt�:S (aontieued) C�alwtion foY ll�enry tl�e Ou1r t�ctwtc the a�so+�ae ot fill sad dcad�e a�t�rial chst voulA bn pLeed io oc �sasrsd lro� thr •uKacs vatac oe v�Ci�nd• aod ladieste che aen of tl�e •ita tl�t vwld �S •ttatLe�. Iodtuts c1+c souTee ot !!Il aateeisl Does not apol�. (i) �ill ths propo��l raqut�s �nttace wtet vittdeaval� or dive��loe�t Clve a=eosed de�etlp• elon� pucpa�e� snd apptoxiaate Qwatitte�. !t knovn No. (S) Qoe• cAe propo�ai lie vtt�tn a 100�1esr [loed pLin! i! �o. aote loe+�tton oa eA� �ite Plaa (6� Ooe• t!►e Ocaposal involve ae� dl�el�atZe� ot vsata �atsrl�l• to �ur��ee v�ut�t I[ �o. de�ctf�e tAe type o! va�ce and �atle�pated vetum o( disetutse. No. b. Cseuea (i) Vtll �eouMvate� be vletid��vn, es vt11 wcec be di�el�tfed to =seoedv�t�s! 6iw ��eas.l dererlpctoa. purpe�n. and •Qpe�e�claate Quantitia�. tL imova. Yes roof and parkinq lot draina�e. (2) De�cst6e va�te aatertai thac vill be di�cMs�ed lete tl+e �touod [so� septie tapt� or oeAee •�nieacY va.ee tteaaseat [aeilieT. De�ctiDe cl�e �nneeal �ise oI the nr�tm. tlie euober of howa• co Se �eaved (it •pplluble) es the euabne oC ooswtv Lhe II��Rts(�) �ro �saeeted eo setre Does not apply. Oe�cci0a snr �Yatua. otf+ee thae tlt�se de�isned [os t6e Ai�posal ot a�oltath vuta, ia�talled to� tl�a pvspo�e ot disehae=ltt� tluLd� �e1av sl�a isouod �uctaea (lacludas i�aus� �ueA a• tbose tos tlie dt�po�.l o[ •toes vatar oc dcaiasje [soa tloor draiei). Ds�eribe ebe syps el ar�te�. clx �oount ot M teeial to D� dt�po�e6 et tArousb tbe �r�cq �nd tt►e t�rpe� ot �ate�i�l• t likelr to be dl��osad o[ (lneludie� �ate�lal• vl�eb �ar encet cbs syats inadvast�aei� ebewtA spill� os a• ta�ulc oi tire[tjACies setl�tcie�) Does not appl� L�) �lll aar ei�eaie�is (a�yaelsil� os�aale �el�tat� or �etrolau� tw�� Oa �tos�ed ls abo�►e• srouad or uadee=eovnd stor��e tanlcst Lt �o, vt�t t�►pa• aod auaatittu a� �stsRlalr vill be �to�d' �0 t r 9P0 E EttYIROlR�tfW. OADItU1NC[ (VAC 191-�1-960) Seetto� il 10 21a(1) QRIROFRQIIZAL L1.aQiP:S (eooctnueA) Cvalwtioa �os /lseaer n.e oaly (S) v1+.t protoctivQ meaaure• vill �e taicae to ieuure that le�lc� o� �pill� oI seq tbadcai� �tosed oc u�ed oa •its vill not pe slloved to peceolate to �roue�dvatac (thla laetude� sea�ute� to keey ehedc�l� aut of di�po��l �ritcs� 6oseciDed ln 3b(2) aoA �e(�)t Does not dDD� 1� c. Wacnc Suaott (letcludl� •COrn vater) (1) De�esibe t�s �outce oE rueott (lacludiey �coea vatee) �ad �etlod ot eolieetioe aua dl�posa2 it •ar (iatlude auantitia�� i[ knovn� Vhesa vill ehi• Mta� [lovt Ytll t1LL v�eas tlov ieio ethec v�ce�s! I[ �o� da�eribe Water collected �n 208 areas from roofs and parking lots. (2) •JL11 aaj ehaslcsl� bs �cosea. Aaadled o� n�ed oA tl�e •!te ia a loutloo vMra •�pili or lsak vill de�le to �uttaea or �soundv�tar os to a•toeo vatat dt�po�al sr�ts dl�elut�teg to sucEaca or �coui+ctvate�t No. Coald va�te �ata�i�ls aatn� =soued os �ustaae v tas�f Ii �o. a�a�l�lly ds�tei�e. t d. Proposed sa��e• to tsduts os toettoL suttaes. =sound. �nd evnoEt vatae l�paee�. ll �eY (i� c cbs pcope�ed aeeloo liss vtcl�la thc J►ani[ae Sansicivs Ara• Oa a�peetall� elut on aqlsn�ttoo� relatia� to [atlliti�� teneatola� Seetlon� 7b(4)� 7D(S). sed k�2) ot tf�!• eheekliat): Roof and parkinq lot areas drain to 208 areas. s .�ns s �ee1e or tl�ele typn of vesecatioa tovad on tM •ltes deetduou� tcae alder. aapla, ��pea. othae. eveesreen tese: [tt, esd��, ylna. otA�c. x al�euba X Q�a�• p��ture erep o< <rate vec aoil plaoc�� eactail. butteseup. Sullsu�h, �1um1c ub►�Se. et�er j �w tes pl�nt�s ytec ltily, eel�rs��. atltoil. oelres othe� types o� ve�et�tioa 0. VRat iciad �od saou�t ot vesetat/oe vtll ea raaovad o� alt�sedt Al1 veqetat�on from site will be removed grass bushes. e. 1.1�t tt�sa�tsAad or acdaosaead •peet�� Icaora to ba oa os a�ar the •its. Does not a�pl�. Q. lsogo�sd laeb�e�ptas� wa ot oactra pLnta. or otl�� na�use• to �r��erre oe aaAane� �`atation oa the •ite, i[ aer: Providin� 5 feet of T�r e III landscaping adjacent to roadways pl us some p1 anti ng near bui f�i ngs areas w� i'T s�'Sdded s SP01CAlt£ EMYIR01cM�fRAt OADlIt!►t{[f (uAC 197-t1-96'0l section il lo z30(1) 8. ENYIti01o4ENTll� EIEMENTS (contlnued) Evaluatlon fo� �qe�cy u:� o��y s. �tKks Clrele any birds and �nlceals wAteh hsve pe�e oaserve� oe or near tf�e stte or are knan to bs on or nrar the site birds ba+rk. heron. ea91t. sonqpirds, other Smal l bi rds a+amwels eee�. ee��, e1k, beaver� otAe� Does I10't appl y fish bsss. salmon. trout� hen�ing. sheltflsl+. othe� Does 1�lOt dppl�/ other p. llst anr threatenea or endange*ed s0eeles Rno�rn to ►e on or ne�r Me s1te. Do not kno�► o��. t is the slte ps�t ot a mtgratloe �oute� it fo. e�lsin. No. d P�oposed �asvres to preserve or enl��nce rlldlite. 1/ any. Does not a pp1Y S. ENERGY AND RATURAL Rk�OUACES a. Mhat klnds of arteryy IeleetHc. natunt 9u, wood stotre. so1�r) Mtll Oe vsed to �eet tAt thn eo�pleted pro�eet's enerqy needs! Oeurl�s ��etAer 1t r111 be vsed to� he� N ng. �oanntae• turinq. etc Gas heatinq, electrical air conditioning for small areas of buildin4. No manufacturin4 on site. e. {fouid peur pro1act attett tAe potential use ot tol�r ee�erq�► by aq�uent properttest i� so. generally erserfbe. No c. What ktnds of ert�rgy eonserv�tlon fe�tu�st are faetuded tn the ptaas of tAfs propasati? Ltst other proposed measuRes to �educe or eontrol enerq�r tapacts. 1t any. Hi�h "R" Value walls and roaf insulation. Thermobreak aluminum windows with insulatin�,4lass. ENYiROtMERTAL NEALTf{ t Are tl�ere any envlroeimental hr�ltb Aaz�Ms. fncindfng exposure to to:tc cheAluls. �tsk of tire snd exploslon. splll. ot htsardous ��stt. tt��t tould ootur as retult ot t1N s proposal! 1f so. dese�lbe. (1� Oesc�tbe =pectai ea+erqenty servlas th�t dght be �eautred. Does not apply. 6 v sror,u:e uiviaoe�xz,a�. aaDU+u�cc (VAC 197-11-960) 5ac[ion 11 10 2]A(1) a. �aoe+�n�cu..s�.� teo�csR�ea� Cvawtioa sot Aseeer 0se Ooly LtNIRO�Ir:11L }IEAL:H (tontioue4) (1) Ptopo�ed ecasuee� to taduta ot toatsol �.atotmantsl hwltb hasaYds� it �nr Does not aa�1v. b Noi�e• (1) Vt►ac trpe� ot aoi�c e�ti�c io che s�ea vbieA asy altect youc proynet ([ee a�u�pltt er�itie. aqutp�e++c. oye[�tioa. ecwe:! None exists, (2) N�at types •nd le•cia oi Aof�a vould Oa eseaced or ��oelatcd v1tA the p[�o3acc oa s shon-sero ot i�ong-te�o bu i� (!or eaup�at tta!lic. eonaceuecioa. 09CT�[�OA� oclier)• Za�te�ts vhsc houTS aoi�e wou10 cose lsom ehe •lu NonP f (3) Peapo��d �e��ure to redusi os coattrol aot�e l�paec�� it irqrs Does nOt appl�r. u:m �ro s�cot�ta,ac nsc a. tiN�� is ti►a cnssnc►t we ot tha •!te snd �d�seeet 9tape[tie�t Ea$t Nothinq �lest No h�na. North Fast Food Restaurant Has t!►a •ice Daea a�cd tor agtleultu�e! 2[ �o, de�cHba Do not know. c. Deaccibe any �tcuetncs• on tl�e •ica. Does not aqpl�, d V�11 aeq •tructuse• be desolt�beat I[ �o. vhleh? No. e. M!►st ls the eueraac :oe�ina els��itle�cion oi tba sitel B_3 t. WMt i� cha current coopreDao�i�e pLa de�i`aatioe ot the •itet Do not know. f. It �ppllw�e. vAat i� c�s cvtrcnt �Msalins wtsr proaru de�i�a�tioa ot tbs sitai Does not aanl �r� b. Hs• aor Pa[c ot cAe •its beaa ela�d tied ae 'a�isonaentall� stositite' atsst I[ so. •peciEy Do not know. i. ApPso:taat.ly fiov �aoy 9aeOle v+o�ald ta�tda oc voslc ia ehe ee.pleced p�o}eet! 5to6 SF'Q�lit, EHVIA�HT2�i. 084111l�NQ (v14�C 19T-L�-460� sec�ton 'li lt� 23D{i} Qi4SR4l�1L �1Ti5 (co.sCiawed) !.rsiwtf,on Far Aseacy Vas 4alr s APpso�i�atel� 1��+ san� peop�le vautd eha coiplrtad p�'o�itac. di�pl�ea! I�IQ��. k Praposad aaaNUCes �a amld ot Ca�uee dtsQlsa�ent iwpaet�� if aq�Z Da�es n�t apal v. 1. teoparad 4cuus�� co eREYit tkc prapa*al 1� amap�cibla ai�h exi�de� ��sd pso�ec�ed 3at�d rna� aad pian�. id aa7- Pro�e+ct me+ets current �antnq Codes. 4 HOUSI�C a. J4{►praxiaatal� tswr .sax tmita veuld be pcorld�. anXt ta0lt�t: ++h�char fi�t1�-. �iddle-. as i larLpcomo hauiiax. r Does r�ot aRp1,Y. b J►ydsnsiwrai� Iwv s.n� uniC�. i! •eY, rould be alt�itirrtad7 i�tdiea�c wt+ather i�i�h-� aLd4�e-. or L�wi�neoaa 'haurLag DOE� R0� dR3?��, c. Propored wrures to raduca ar consrai t�aastnj i�p�ets, si aer�r� RDes not apql_Y Yo, �nttrscs a lnui is �i�e taliest hal�=!tn aE stLY psapo�ed �ttvttuca(�). nat imeludie� anteee�sl 41�ai ie !!4e psl�nel�p.l e�e,rios bulidi�n; rrtacial(�) prapo�rd! t ��il tf �r.ast con�r�ete wi th p�att�rn 6. �c eit++■ i�► ct�,e i�edis�e �riclnitx vouid be �iteced or eMc�ccadt t. Pi4qoaad iarauTSi ca �edves or eont:at *e�sM �!e f,epaet�. tt ■op Low bu�l+din�s� �tf t� p�tterned cancrete to be painted. Lands�ca�inq in plantin±� areas at bui7dings. u. t.rc�: u�+ c�.,�et a '�lut t�+pe at Xi�ht or ��ee rili tba prapoual produeel '.A�c cl�a vi Aa� vou,�d it �a1T ottut� �arkin� 1at ��h�in�g and lnading are� lighti�rg. Dus �o d�wn f b Cau},d 1i;ht os �Lre ft�ans t1N tioi�l�aA pxe�aat ba sa[att l�asisd ar aaterLer� vlt1� r4ewt c tybac .xi�si� att—�ita svaYea� ai Li,�bc ar Lra �s� allec! reur gsoposal! I��le 4 trapased �aa�yre� ta r�dac� os eaatte� llst�t usd alas� sapaat�. �t sa�r: Lznht�nQ wil� only pro.�ect an pa�^k�ng artd laadinr� ar�as, a v s�o�u►rn oacucujc� (�111t 197-i1-960) Seetioe 11 10 2�0(1) s O�VIt02DR11iAL LI�1Zi5 (eonttnved) �v�laatioa Pos J�eacy O.e oely t2 RI.CA[A?IOIt Vbss ba�i�ucaA aad latot�aal tee�aatioe�l oppoeeanitle� sce ir ths laediate vlclnit�t Do not know. Would tbs oropoaad pso�eec di�*Lcc �n� e:i�cio� seeca�tiooal u�e�T it •o. dese[ibe lYll e psopo�sd sea�u�ea co reduce os eoatsol Lapaet� aa seez+e�tion. lnelndtt� isecaatioe�l oppottua!- tie• co ba orovided bp the pso�eet e� apDlleant. i[ aays Does not apply. i� itLS:01lIC J1HD MT1l1W. �REStRVA:ION a. Ata tfiece any plae�• oe ob�eet• �laced oa e� propo�ed tor aatLoasl. �c�t� or leesl pre�ee�►�- tloa tatistar� tnow [o be oa ot eazt to tM •ite! LI so, �eneta111 descrlbn. e Censral�r da�esiDe aer Lod�asl�a oe e�ldanee ot Al�toric �retueolosieal, �etnaci[ie os eultueal lnpoctaaca IQiove► to ee oa os Aext to ehe •ite Do not know of any. e. Psopo�e4 .easvtc� to seduce or control l�aaecs. i! aop: not dDDly. u ir�ulseo��m+ s. Idaatilr public �ecsat• u�d b1:AwaT� �etola� ths sice �ed dsuribt PsoPo�ed aece a to elre esiieie� �eeeat •r�ta. Shov-oa �ite PLns. lt aaY. �j�,p served by Hi4hway 90, Argonne Mu��an Koads, Snra u e Avenue� Farr Road and First Ave�ue b I� �i6e eut�eotlr .arv�d br �ublte tr�s�itt it aot, Mhat !s tl�s �pytoxfsat� di�taQea to eM �wce�t tcanatt scop� g out 2�locks to nea�•est intersection on Sprague. e. ftov wan� psrtia� �Psee� vould tde tea�lated pee�aet lurat 8ov �uay vovld el�e pto�eet �lideate! None d. V111 ;=ap•:-! =eQuice aar oavi ce�d� o� stceat�, or l�pso�qnat� eo �:istioa twds or �teset• aot ineludios dcireva�at It so� =eoaz�llY d�seti0e (tadlwta vlrtl�ee pa611e or pel�ate). of First Avenue alon� width of property and �rovid�nq curbs and possibly sidewalks. a. Vill the pee�eet �ua (oc oc+eur ie tl�s ideQtate vieloiq ot) �t�e. sall. or dr ene�poetattenf Il �o, see�=slly d��ettba. ��v 9 1 e sra� cavzaora¢►rres. cRatx�� VAC 19�-1D-480) Seccloo 11 10 210(1) R�Iapi�lr:AL LLDQJiTS (coocinued) Lvalvrt[oa Ior Il�enc� n.e oo�y f Nev saar vahicuL. tcip• psc dar vould Oe �an�r�t�a 1r the caoplated projeccl L� imava. tndlc�ce it�en pe,�k vould oecur 10 15 �er dav. No aeak. f fto�o�ed �e�sure� co reduce oc eoacool ttae►�pott�tfon i�p�etr, it �n7t Does not aaolv is pvettc scavcccs a uould tAe pso�aet �e�ult in �e► lecsesscd aeed [oe pu�lie •errie�• (for exa�ple� Iice pseteetloa. FaL'te pso:eesion. An�1tA use. aehoeL� otl+e�)t I[ so. =eaet�lly da�esiDe yg� F�re orotection police protection. Buildin�s will urltv syst�ms. b ho�osaA aeasusa• to seattna os toatro� dtsett lr�paet• on publie ��nice�. an�s Lock b�x for fire deaartment. 16 U:iLITiBS a. sele uctlic eaet aRl,t1 �va�Lble at tbs •lts: eleessieis� natnsa� Q�� atee ratu�e •neviee. eicpl+oa �iiaitas� ��va� �apeie �yaees. ot r b. Descsiba tAe utiltein• that �n O[000�sd [o� tlwe pe�o�set. ttx utllltT pcovidie� tl+� set�rit� aad tbe �eaassl coaatcvetioa aetivltie� an tfie •�te or ia tAe tucAi�ce rtef�lt�► vhlt!► d�ht be needed El ectri ci t,y Water (Modern� Natural Gas �WW�') Retuse �1�a11ev Refuse�� Telephone (U.S. West), Sanitary Sewer rC1ty Sewer) C. SIClIAtVAL i, eAe uader�tined, n�eis va4et �t►s preu�lt� at pe�3ary that tM a0or�•taspoue� atn �ade trutAtully �a3 to tl+e ba�t ot �y kaovlsd�a. I al�o t�ac�taod ehat. �tion10 tAe�e bs say �illtul �i��epe�seae�tioo ot v�llial Let ol lull liaele�ute oe s�r past. tM a aa sa� vitbdnr aiq datesattsatioa► ot eoasip�itieaoe� tl�st !t d=bt l��ue la eeliaewee upeo tl�!• eheekli.c o A Larry Wi ser �llaus hlnt oe �yoe) Tteponent• /►ddresr: Si. 120 Cedar (St�aa te �pQ ��4_22g� Spokane, WA 99204 re«oQ �o.,iQ�t� �o�, Arnold G. Barton a�.: �!b/95 .��a �7-1 �a38 C �l 10� ST�T'� �bt OHLT �y l lt�tt sobe�(�) te�levla� eheekil�ts �a�aA oo shl� �ta�[ csrtav ot ttio eovico tal elKSlc11�� td od+as pastinent lnlenrcloa. t1+e �tattt A. Cas+eludn� cl+ac theee a�e ao Psotis�le si�ottiwat adwns Lput• �ad seemeed• a detasslaatiee oi aon�i�alHaaaes. Cooelude• tl+ae pc�oba►1� �i�ol.Lieaat adMae�s sadron:ne�l tayaee� ae ssi�c [os tlw currant propo�l ao4 neo�anoQ� dttpe�d daqt� aloacioo o[ non�l�tieanee Keb coedletew C. Contiude. tl+�t cba�e �c� pco�aDls sl�sttttu�t advet�e soKromeet�l Lput� �od raeao�se�d• a det�eaieatieo et •ip�itieaoea. �L6UC 1Q !�S o0 l0 L t u 1L�1I� 1+� 7' 7 7 1' 7' y v:v�v.� v v F •Y f;. ��Y•:�!��'f.Y 5.'� ;�'L��:i`�Y.vyti ��'��S'�� yz.. n��,." yR;. r: f ��:>Sn.`.mi1 h..1t o,u. .�'�.`r: n:i r'{ S')' 7 _b' .�..1:. i ...,,,.c. rtw+� y r Sn N+ .V uv) a r 9 i ,2 �.,..;,ti 4 ,3 �i r� )Y w 7 i. a .f I ��v�. r 7,. ...i :r .h, •7.'•'•�}� I r. a 1 J'�..c �i.r� .y J i,. .,3 �'•;:w;;; ;a;. r ti �•',a ti r�..� f M. �.;r��: .�.'r i xa�� u> w ia. FJ a.r, x �'�..ay Z�' K f /2 i�' r< i' :h.:i..�.?:.::Y-� n`�...( yrS,.i i^- i+. .:v-� ..r �r a. v� a a 1 1 yF'lY�.'�i�4;:�1 �s�:`� ��y r' !"Y,4:i�'� .y•T�}•�1�1`� k N r+.,. 4 .�""F7 i"� �t rv ix�v�� y J.L w��v�v��.5 �St�t�t�v+ •C .�""`,_.2 �.n� i �7 >�k �n k� .i ^{t;� t:- F 1.: rr,.,.,,�t� i n�;t��k, 'r�.�s.� t>.:.. ,�,..tY l^-' N. r 5 >a a� <r3r' t„� y�� i i �'.w. K;! 'yK�tY t• y ♦f f k.=3 i.r. "is c.. .r',.ti: l...w:-b>G. .i.: x �P'� Y" ...�C" l •a?;i�J ).,,,3 c ��:.�~Y�'fkj ..n x 2t ;ryl�f-. ..-fi 1 �j�''*. i ...3 t Sat__ c c...c.:. .�_.+�.�....t :.J:..�.. .�:�:�c' l u..Y�7� �+s �t �.a }c `t S 'r �1. 1 Z a� v. yany.�. ti --7 1 .f r> t. ,�i" 'S� j i i b Y S? r t c' t �nV..H T J .�K' r 'F �!ti �4f��` N`� l y1�. r. E.�`,vL`il� :?�J^YX�Y'� _.0 }��C '!,'��t:).t�+ r i /��i t��.��{ t �{l,: ti it 1 '�r ,.t :.r'� �l'. i >r:4f r t c ti�a� 7 r Y.. i '1 .\.`i S '•�1 S ti'� o:: Sr �L�' �ti t �r. �1 ;c��'r; :l��a,��{C:.r -,..s i�l%.;' r .f: -S.. �rif�i �ii' 1 y V •r�� t -J t K �'"'��y-s•. �F i T f' _:�.�a: �LS3�..i ��L. :.4.L ...n'.n�.�.1 u17 �}wVAV�.1-..y`�.. ��.�.JSi?:µ`-�'� ..?•�r,.••: ...�:z�:' :i i v,•.+.!.•r.v�{,...,�r.W�.�iw..��'ir•'.•:�.vy,:w;%i�.v�r�v�� wt' 1 ��'1 ,1�� s'U. rs oi+> f S< t 1 >i�i.'Y.f ;j��;�:+. 1 �4 t?�.�..3 a+n,T r j •r,:.�� ;-%tii�a��.. '.1 ,K..�.�... .,.r ...:7� --,_.3..,.,� t�a... .uL ...L. r :Y k ��,,�„��1 ?f{tJ �j� '��Y l Y t >�J t� L��}Y 1 T .i j�$;t�;,�c, t s.n .7 'Y ,C S S .,o,C,• j�,� r r i `ft.. I t f .J V a f. L 't r f I f z 1 e 1° 1'n�;-�PP�,IC;ATI�N �'PI��-��NS'I'RUG'I`ION L�AT� T��1�: C 1 l C� BUII.DINC t�' ENGr��i��a.. C�'��ALTH FIItE DIST L�" �JTIY.x'��S �aAT'�� f' C� y a, S �h �f t a I 73w,+ �..X 7 T 3 �'}3� �s, r �"I �r I -s' �1?/ 1 ADDRE S. q S� s� �,v C)V��ItiI�R: t�► r� P�iONE: 2--� I ADDRESS: .S' 2 o c �6� �t.+� �9 a 4 BUSINESS NAME: °T� o --�o '�3 tL�G c s t'tc�-�A N CONTACT: a o PH4I�IE: �Z7-CS�� A.DDRESS: 2� a� lv,c� �t,� b c�. LEGAL DESCRIPTION: -e PARCEL ER: DETAILED PROJECT DESCRIPTION: c. s•--t cu� c� c G�.+ ��,�-n�c.�' t,u tfi� v s�' VALUE: �o 1f N 1 "mS.k.l:'� 't ��{F.. Y1 ..T�'� :5�7�3 4. �]4 kI M 1. 'L�.'I'^ FN+-> C�Mi��iE�T� w s� xs x�,rv »V.r� rss. a� ��s� �Y i {t y r� v� RS �..n.�'�7Y. t t2f i� X y :eY Y �/a��' ..h.. i n� ��r ww� i JC �"tn �w ..Frc-. w ��l.+t�, J 5' 3".� y� [i b L ..�}1 �v."t'� «1i" I 3 �W� ��.N �7G t.i xi 7C... r ..��?f7�N�T ..�ri'�." 1. x S ..�1'..� M �3 -�y �2}:.2L'�� C 1•� i sr.. s �}°£sC+� S�.' �3 3 Y r�`� C `�}.�}1.�` `F. �l"/' br S' �t �s1 N'e Y iC7" S 3 3'J «.I' �i 2 �'c� �e ti .1.� ?a, ..t.3». p �C. }`i �'4 3 �Y w t'"}i..�.�« G F' M7" 3... Y Yr ��1J `��Ci► U�: s �.:��#.t r 'n'� N ��:�aL,i�,.�ci�r 34F x 'r' Xtir'�' xT" af�� X y 'j" S4 Sr 'w n Aj. ,_IC� FS S CIRCULATED BY »r Yy�. s...�� 1 s� '�'i� N Y n,.i�� ti r i�V $I'44 r� J PROPERTY DESCRIP I �ON, The west 192.78 feet of Tract 238 of OPPOR`fUlOITY, as per plat thereof recorded in ilolume "K"`of Plats, page 20, lying North of First Avenue; EXCEPT beg�nning at the Northwest corner of Tract 238; thence Easteriy along the North line of said Tract, 192.78 feet; thence Southerly on a l�ne parallel with the West line of sa�d Tract, 204.05 feet; thence Westerly on a line parallel with the North line of said Tract, 96.39 feet; thence Northerly on a line parallel with the West line of sa�d Tract, 24.10 feet; thence Westerly on a line parallel with the North l�ne of said Tract, 96.39 feet to a point on the West lin� of said Tract, thence Northerly along the West line of said Tract, 179.95 feet to the Point of Beginning; S�tuate in the County of Spoka�e, State of Washington. r t S t� O 1G A N n C G7 V N 'i' Y Ori'fCB AF TI I@ CnUNTY QNCINPHR A OIV�lQN �A TIIQ �'llOt {C WQ=!K9 17Q1'ART?•1HfJT Rot�elt! C I lurmann, 1' C. Cut�t�fy l3��glneec I�ant+ln M Stott, 1' L� nlreelor AGTt�rMC�vT �rO r�Y ��s C�NGINECR'S ACREEMENT NUMtICR Tl�ts ag�eernei�t Vetwecn Src�kr��e Co��y and ;��n struction InC w��os� intcrest in 11ie rr�jcct is General Contractor fs en�erec! into ti�is 12th cl�y of MSV ,)9 95 .'Tl�ia eg�ee�nent is arrlieni�le to tlie pr�jeet kno�vn as• Lar�,��Wi s�e�r,. 1 1 st and 9525 E. 1 st Spokane� WA T1�at tt�e inciiviclsiafs attcf r�rtics nt�rncJ I�c�ein as l�av�ng �n interest i�� ti�c rl�ove Jcsc�IbeJ �r�re�ly or ��jc�� ag�cc to tl�e follc�wing: 1. Reirnl�urse S�okanc C��nty Por rrc�ject revtcw ahct Ins Cccs os arecltiecl in Cl�n�ta� 9�4 c�f tl�e Sroka��e Coc�nty CoJe Tl�e fccs w II I�� l�nsecl nf� nct��l s�i�+ry cos�s incurrecl I�y Sr�kane Cc�unty f�� h��Ject reviews �nJ or i��srccli�ns rlus a lcii rcrce��i ed�t�lnistr�five cl�nrgc. and will i�e I�illec! mc�t�tl�ly as occr��ecl /��y ti��l billi�g um��ints. f�� i��clucte any lute feea oc any otl�cr cx��enscs i��c��r�ccl in Ilse collectlon of an overcI��e acco��t m�ist Ve ��altl hrior tc� tl�e Cuunty's accertrnco �f tl�e �rojeet fc�r fiting 2. Tl�e undersisnec! �g�ces �i�at tl�ese fees s�e Jua �nJ �eyrble ��an reccirt af tl�e bill�ng as sreciFieJ abc�ve. 3. A»y invoices nvt �,�iJ wlil�in 30 dnys �f 11�e involce J�tc will bc s��i�jcctec! lo r I�t� fee cl�a�ge of 1"Jo �cr mantl� (12°�b rer yeor) on tl�e un�nicl l�olnnce af ti�e accot�nt ancl any aecn��ci l�te fee cl�arges In adclltion� if any �t�tstnndi��g balance on Il�e sccount f�r ll�is ��rojcct ts noz naiJ witl�ih 30 dey9 of tl�c i�ivc�ice Jete� no fi�rtl�er �ev IC�MS OF I�IC �ffA jcct c1��+�nents �vill b� oottdwetec! until �ite etttire Qecotint t��tonee Is raiJ Any t�olr��cc c�n ti�c account �or �I�is rrojcot not raic! w�tl�i� 65 clays of t��e tnvoice dnle �nay result in legnl ec!!on o� tl�e it►i�Ati�n o�otl�cr collcctia�� r�uceclu�es, Incl��cl�ng rcfcrrAl t� a c�tlec:ti�n ngc�cy. 17�e Sr�nsor wi11 !�c linl�le f�r any sr�J all exr�nses ine��rrec! I�y llie Coi�r�ty f�r tl�e collectlon of �verd��e acco��nts. 4 Tl�e n»ntl�ly l�iilins sl�oul�l I�c scnt to ti�e atlention of RECEIVED N�►ME: Tom Hansen, Proj ect Manaqer �POKANE COUNTY Walker Construction, Inc. Z� ADUR ESS: ��„Q gp� �gQ CI s't Spokane, WA 99220-3901 LDING Z�P CODE: Pt ION� 509 535-335� Y unJerste�J tl�nt fail��re tc� pny tl�ese fees �nay r�sult in cieiny ir� coi»rle�ic�n or nrrrnvnl af Il�e �rvjeel or ott►er ross�l�fe sancti�ns Q lf tl�is fee �gree��nt ts cr��nrlcic�l !�y sat�cyne c�tl�er ll�n�� I�a S��c��ge� (i c., llte r►r+jcc:� ow�,e� c,� a �,rineirnl i�� tl�e r��.� s�x�nsori��g �I�c r��jeet) s��cl� as tl�e 1'?ngitteer clesig��ing �1�c r��jccl, tl�e� w�itte�s n��tt�o�lz�ti�i� �ro�n tlie Si'll�hSA� s��ecif'Ientiy n��ll��t-izi��g ll�e Asc��! !�i exccule ll�ls I�ee A�� ,e�ii�et�! i llnc:ItcJ lo tltis F�te Agrce�nent s1oNA"1'UR1r IIy: Tom Sansen rr� r tv tvA n� �c� j�TUR�V 1{,ELi.O�Y CA�Y TU St'�U�„�►��CLII�,�'i'X LtVr1��R3 it1�+W��een�an feo sAti�] I� r u r ASSI,G�.,_NMENT For security purposes only� Larrv W�ser hereby assigns to SPOKANE COUNTY, a poli�cal subdivision of the State of Washmgton� the foltowing Savings Certificate Number `�207857 �Q m the face amount of �7.2o0.QA Q�� ,��g and held in and by Seattte-First Nati nal B nk 5 Y Y Etl�GlPd� E�stern Division Commercial Banki�� Brench Tlus assignment �s made as security for the full and fa�thful pertormence by Larrv W�s�r of certain roads� rnonuments and drainage facitities for E. 9515 9525 lst Ave as specif�ed in the typica� section and roadway improvement specifications for sa�d proJect, dated June 26 19g 5 and on flle in the Office of the Spokane County Engineer Any interest benefits accruing under sa�d savings certificate shall remain the property of �.[qC �Q►j,�. Said sav�ngs certif�cate to be released to Larnr Wiser or any other party only with the pnor written consent and agreement of Spokane County. PROVIDED, FURTHER the undersigned does hereby authorize Seattle-First Nat�anal 8ank to pay over to Spokane County all or a sufflcient portion of the monies in the savings certificate refere�ced herelnabove upon written documerrtation being recetved from the Spokane County Engineer indicatmg that the purposes for which the sawngs certificate was assigned have not been fully and f�rthfully performed as required and a statement of that amount of money which the County Engineer as �equired and a statement of that amount of mo�ey which the County Engmeer deems necessary to compiete such obltgatlon Upon receipt of such wntten documentaUon� Larrv Wiser hereby authonzes Seattle-First �1ati�nal san.,� to release to Spokane County that amount of money requested up to the maxlmum amount in the savings cert�icate DATED th�s Z6 day of Jul}� 199�. Seattie-First Nationa! Bank Eastem D�v�slon Commerc�al Banku�g P.O. Box 1446� SFC-5 Spo ane� WA 9921 V P. V P. DATED this� day of �7 1 S Larry Wis�r STATE OF WASHINGTOId ss County of Spokane On this day personally appeared before me Larrv� to me known to be the individual described in and who executed the withln and foregoing instrument, and acknowledged that he srgned the same as his free and voluntary act and deed, for the uses and purposes therein men�oned. GIVEN UNDER MY HAND AfVD OFF th�s 26 day of Jul� 199 5 A. Coats Notary Public In and for the State of Washmgton, residing at�aka� Loon Lake My appointmerrt expi�es f /1197 WP.kh ?/95 1 BOND ESTIMATE 1 PROJECT BRIGGS STRATTON/�AOTION AUTO NAME DWB DATE 10-Jut-95 DRAINAGE ITEMS UNITS QUANTITY PRICE COST 1) Dryweil Type A EA 1250 00 0 00 2) Drywell Type B EA 1 1560 00 1560 00 3) Grabe Type 1 EA 315 00 0 00 4) Grabe Type 2 EA 340 00 0 00 5) Grate Type 4 EA 1 300 00 300 00 fi) Backfill For DW CY 40 16 00 640 00 Concr+et� Inlet EA 750 00 0 00 8) C M Pipe 10" D�a LF 23 00 0 00 9) C M Pipe 12" Die LF 27 00 0 00 10) C M Pipe 15" D�a LF 27 80 0 00 11) C M Pipe 18" Dia LF 31 50 0 00 12) Precast Manhole EA 1500 00 0 00 13) Sol�d lid EA 310 00 0 00 14) D�tch Excavation CY 10 00 0.00 15) Sod SF 0 70 0 00 NON STANDARD DRAINAGE ITEMS 1) Wilbert Vauit Curb Inlet EA 250 00 0 00 2) 0 00 3) 0 00 4) 0 00 5) 0 00 6) 0 00 DRAINAGE SUBTOTAL 2500 00 16) Monuments EA 185 00 0 00 17) BaRicade LF 33 00 0 00 18) Street Signs EA 85 00 0 00 OTHER SUBTOTAL 0 00 GRADING, SURFACING, CURB, AND SIDEWALK 19) Rough Grade CY 10 00 0 00 20) Top Course CY 41 16 00 656 00 21) Base Course CY 16 00 0 00 22) Asphait Concrete Tons 56 44 40 2486 40 23) Curb Type A LF 7 00 0 00 24) Curb Type B LF 194 8 00 1552 00 25) Curb Type R LF 8 00 0.00 26) Si+dewalk SQ YD 16 70 0 00 NON-STANDARD ROAD ITEMS 0.00 2) 0 00 3) 0 00 4) 0 00 GRADING AND SURFACING 4694 40 GRAND TOTAL 7,194 40 STREET QUANTITIES PROJECT NO.- B5085 DESIGNER- DWB DATE- 7/10/95 PROJECT DESCRIPTION- BRIGGS AND STR.ATTON/MOTION AUTO SUPPLY STREET 1 NAME- FIRST AVENUE LENGTH- 194.00 FT. WIDTH- 9.00 FT. BEGINNING STATION 0.00 ENDING STATION 194.00 ONE SIDE ONLY PWIDTH= 20.00 EWIDTH= 11.00 QWIDTH= 0.00 TERM 1: TAPER TAPER LENGTH 50.00 TERM 2: TAPER TAPER LENGTH 50.00 ITEM MlEASUREMENT QUANTITY SURFACE AREA- 2196.00 S.F. ROADWAY EXCAVATION 0.67 FT. 54.2 C.Y. CRUSHED SURFACING TOP COIIRSE 0.50 FT. 40.7 C.Y. CRIISHED SURFACING BASE COIIRSE 0.00 FT. 0.0 C.Y. ASPHALT CONCRETE 0.33 FT. 55.6 TONS CURB TYPE B EXISTING 0.00 FT. FROPOSED 194.0 FT. TOTALS ROADWAY EXCAVATION 54.2 C.Y. CRUSHED SURFACING TOP COURSE 40.7 C.Y. CRUSHED SUR�'ACIATG BASE COIIRSE 0. 0 C. Y. ASPHALT CONCRETE 55.6 TONS CURB TYPE B 194.0 FT. r ti r r �UILUINQ ��1�l� �I I�Cict_IS�1 f f 8�� M___ _t=�= ��.1�.. s `��r�� a�. �B r M t 4 4Y.�.� H� ��w� iw w w�• j�€c�U1�� L 1�� F j S -....,y t .._..--s w'�r �'s��. 5 .�._r. ,r� w 4 .�ti 1 7+'Sriiw��. �r.�._ ri A f'! �..I— 'a�..� �i.`=?r��.yv >t. 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X X sweie voiui»e ca�cuie��ons X 6Wale C o M r ss B�c lon x w t� Deve opet� coti�lliot� r�w� os1 aavelope� cona�tto�� 's�ciAC�so�. r�sYS tii�ci r c ►LUC�tio�is e�e�c�CVi��rt c�iLc�L��ri��ls o TE CA tCll�Tio�JB .w.- �t��rio�UuET€f�i ioi� cALcs �p/�00 Y�l� S�"O�t� T -�5 �ALYS�s e ��1�� :l6� i�• fi_i.v� »�S �►�wi�« �+S�w j .E �N.: �g..a�Q vv o► �ltrow r�.�. ��nchm�t�^ Bc�ie X 3u er v�eJes �o.e��oj Cro9s s o p e 2.Q%-�.6°JoZ K JC Dr�re e i�e O dr��n� e or� �l�n� _�..�4_--_ ._x s�-_ �urve �ei� r��us i�c� vc� '�vemen� s�c ott H _X_ re �_w �.tt ineers s�am an111�es�otic� es�ttte�e� X_ M__ r r_..� .�.Lt..._o w__ �+Mhers ej�gne�ure ;oun1Y �amp o r V �r j �t r� a �l�� •l+tj I s r jl b o �i 1 �i'+i� I� e 15 s 0o L 0� :;.�i:�''� 4 t ,O p� t 1 1 V.:J 1 y 1 y� a A 1 =d--�do 3 A y ,o 1r t T �a n i' r s ��`ar Z 1 1 w o I F� R.ST�AVE T g ,�6..5 1 t�i 5 s t 1 z� -z y 1 i 3 Q 1! 1 1� 1� i r .t t F a 6 _5g j t6 Cf rw 1 r 1 ��•�9 1 �j o �3 q Z� A _,��ra5 �,'r aCi j 12 6a C g S�L. 1 —,e± s. 0 1s'S'�� r+ la 16 d -9 j� �i�� J 1� o e i s �r ��l f t! y I' 1 `!r y 9 �i 1 J �11 r J G f r siyf' t E i� J.. .._`'p' i 1 z� d 4 ��v� r I C r •�i I I a r„ 1--- H P V 'r rr J y �w r :a i S£ Q 4 r a ��E o t� �-rt I 1 a C� z O �?i.- r l F7C�� F vno7 7�e►�ad� M J" '�T� 9t' t� �f► ,��i�� r� I L !Y i M I I V� r_ 9 j a N d l I �d4�-:�r�- o J 1 T C� r i °o ;T �d i O a 4, �I �9� i �s p 3 O t �a 1 C�l ��9� i N,I dl`�I�� T; i i I y g 4, 7� i is ir� �+ri r �ii aav _�I :7F� �....•--�---�---��.y T r d i o,�� L ♦ii.�,r I t ••/s�et, �•A •.c s- /7VlIS� t�-1-O-slJles �OO I 4 �0 1 I �o�. TRAl�S1vIITTAI, z 2 1995 S�O�Ii�E �011AITY E;�GIf�EfR c�t�/ fuc S/�/� 00 Tb Pro�ect �i''�' S/ r o /��sc.� �9y�' t� `9� �f� e� rS .�','�s .1� ��a ��A�' s��bi� 9 5�� i �y� ��UIJIJ ttcm Copics [}�tc �esrxlgunn �-s !!l�.S t�i S q/l cr�t/rG�S i Rrxnar� rt� O.D i� Q i �G Q�G 4� r T��i t c As y�bu rryue�tcvi �For yaur upprovul Rcnum ceqwea�l q• For ��1iu (nfVrmltEun O Ear ymir �rtea� Q Eiom DAY1D �ANS AND ASSOCIATE$, IIVC. r A PROFFSSIONAL SERVICES CONSULTING FIRed OFFlC�S IN 4REGON, WASHINGTON, CA4IFORNIA AND ARIZONA WF.ST 110 CATALDO SPOK�, WASHINGTON 9920! (Sa9) 337-8697 iiAAX (509� 327-1345 BOWSTRING M ETH4D (TEN YEAR STORM DESIGi� PR�JECT OSPK0047 DETENTION BASIN DESIGN BASIN POST 1 DESIGNER GARLITZ NUMBER OF DRYWELLS PROPUSED DATE �(�-7uJ-9�5 i 1 S�igle (type A) 0 Doublo (type B) �pC ��{vE ��UNTY ENGI�JEER'S OFFICE Tofal Area (calc )(see Hl) 0 t4 Tune of Conc (calc )(see Hl S 00 Compos�te "C" (calc )(see Hl} 0 90 -;��,��T S Tune of Conc (m�n) 5 00 lTTAL Ates (Acres) 0 137 l t C' Factor 0 90 j�� ;VU�TY �'�ti� �t r Impernous Area (sq ft) 596? 72 Volume Provided 208 N/� storm �►/p- Ouffiow (cfs) 0 3 Are� C" Factor 0 12 1 #3 !#4 �S #6 #7 T�me T'une IMensrty Q dev V in V out Storage Inc Inc (mm (sec (w /wr (cfs) (cu ft (cu Q (cu ft (#1�`60) (A'`C*#3) (Outf'#2) (#S-#6) S 00 300 00 3 18 0 39 158 90 00 68 5 300 3 18 0 39 158 90 68 �X� v0 10 600 2 24 0 28 t94 180 14 1 S 900 1 77 0 22 219 270 -51 20 1200 145 018 233 360 -127 25 1500 1 21 0 l 5 239 450 -211 30 1800 1 04 0 13 244 540 -296 3S 2100 0 91 0 11 247 630 -383 40 2400 0 82 0 10 253 720 -467 45 27� 0 74 0 09 256 810 -554 50 3000 0 68 0 OS 260 900 -640 55 3300 0 64 0 08 268 990 -722 b0 3600 0 61 0 O8 278 1080 -802 65 3900 0 60 0 07 29b 1170 -874 70 4200 0 58 0 07 308 1260 -952 75 4500 0 56 0 07 318 1350 -1032 80 4800 0 53 0 07 320 1440 -1120 �5 5100 0 52 0 06 334 1530 •1196 90 5400 0 SO 0 06 339 1620 -1281 95 5700 0 49 0 06 351 1710 -1359 100 6000 0 48 0 06 361 1800 -1439 DRAINAGE POND CA►LCULATIONS Reqwred grassy swale poad storage volume Impe.nnous Area x 5 ui./ 12 ui./R 249 cu ft N�A provided .4-s�.-�- ��1e�6�ee�-- DRYWELL REQUIREMENTS 10 YEAR DESIGN STORM Ma�amwn storage r�wred by Bowstrm� 68 cu $^�/,4 provided -A�-ea-�R a�ie�ee�- ,d� y�� d D�Yv� u_ n�,dx. vot.uM l 5 �r� r�� 1 lv� c� TIME OF CONCENTRATION (muwtes) BASIN FOST 1 PROJECT OSPKU047 Tc (overland) Tc (gutter) Areas "C" Ct 0 1 S L2 173 0 14 0 90 Z 1= 12 34 0 00 0 00 Ll(A) l 00 Z2 0 17 0 00 0� N(A) 0 016 B= 0 0 00 0 00 S(A) 0 005 n= 0 O 1 b 0 00 0 00 s� 0 005 0 00 0 00 Tc(A)= 097 d= 02101 000 000 Total A Con�p "C" Ll(8) 0 Tc (gu) 2 07 0 14 0 90 1Y(B) 0 Tc(A+B) 0 97 S(�) 0 �C''I'A= 0 39 Tc(tot 5 00 Q{est 0 39 Tc (B) 0 0 Intensity 3 t 8 A 0 276108273 WP 2 8142 R 0 4981 V l 40 Tc (total) Tc (ove�and) Tc (gutter) Ta(gu) 2 p� Tc (averland) Ct*(Ll *N/S^0 S}^0 6) Q(est� 0 39 Ct=015 L1 Length of Overland Flow Holding 6 16 N= fnchon factior of overland flow 4 for average grass cover) S= average slope of overtand flaw Tc (gutter) Length (ft )/Velocity (R /s�c �60 B= Bottom vwdth of gutter or ditch Z 1= uiverse of cross slope one of d�tch ZZ utverse of cross slope two of d�tch d= depth of flow �n gutt� (est�mate, check eshnzate with Flow) Area d'`B+d^2/2R(Zl+Z2) Wetted penmeter B*d+(1/ssn(afi(1/Z1)�+1/s�a(atn(1/ZZ))) Hydraul�c Radius R= Area/Wetted Penmeter Veloc�ty 148b/a*R^ 667*�` S Flow Vdotxty•Area n= 0 016 for asphalt s= longitudinal slope of gutter LOCAL ACCESS PAVEMENT STRUCTURES .�-�r�r A-�n� �T �.v� 7�,� ��.�ss ��t� aor AVERAGE DAILY TRAFFIC SOI L TYP E 0- 200 200-600 604 GW 2��6�� 2��16" 2��6" GP 2��g�� 2 m 2 GM 2��/6�� 2 2 8 G C 2 2 8 3 16 SW2��/g�� 2 2 S P 2��/6�� Z m 2 Q �s SM 2��/7► 2��5�� 3��6�� 9 SC Pavement Des�gn ML 3 6 3 18 4 /6 Pavement Des�gn OL4 5 5 8 MH Pavement Design OH Pavement Des�gn pT Pavement Design 1) Soil type �s ciasslfied by the Un�ied Soil Classifrcation System. 2) Requ�red th�ckness �s given as inches of asphalt concrete pavement over inches of crushed sur�ac�ng. SPOKA�iE COUNTY ALTERNATE PAVEMEN �DE�S�� N��.�� (lNTERIM) F '►1/�"`'S t r S l.r �w �+�,'7 J rr y_ y 1� �1 GP Gl-�ss j �ur,�r 2 a �R �7 �tZUS N �b SU�d�N� Y ,a�.��,� _r r s �?4 so� svxvEr spo�v cov��r, �ves$�raTOx 75 TABLE g -13raef descrtq�tiore�r o,� �ozl� c��act tlaear .��ttim.ated ph�.4�cal arul ch.emicc�l �ro��r�ae�—Continued Clas�Scsaban C�ifiaatwb—Cv�L�uued� Percen blap 5oi1 uawe I?esar�ption ai �o�l and �Ite Ifrou�ih Paavn� si�ve— I A�=eulable s��mbol surluee Parmeahiliis �ruter Rencnou U�sper�ion Shnt�� t�SljA testure N l�0 9 �u ]A 10 2q0 cnp�cit� (1 a dilut�or�) twte»t�nl �N UniSed A�SAQ (4 i rnm )(2 0 rum (0 Oi4 inn� I lr�. l�r y�c► hr lr p�r ra n/ Rai! ptl OsC ]'1ra�onn ston} sIlt lonm, U t�o 30 pere�nt �in�il;�r to Urn�oon �,ilt lvarn, 0 t'o 3(1 per�.nt� �lapes. slapes, �xacpt th.�t Lhe fiurfa�c layc� i.4 �wn�- OsD �ragu�r� tatonr �lt la�in, 3ll t�c► 5o pc�r• i I cent elop� i DvD I�rn$oon vt►rr rorl.� aaznple.�, 2t1 ta 3r� 1)r�goan purt �irt�il.�►r t� I�rfl��an s�it lon�, U to I Nercu�t Alope� 3U pc�.rc��3t �lupc�. c�xc�pi U��t depth t� 1>c•c!- rocb rii�� lrom IU t� 2U melic�s I�acR ou crop �nrfa�l��.l iu th�s cuuiple�. Ek6 ;�lo�ka s�lt losin, U to 2U perce�ut s1s�pL�s �Iedu�n,-tettt�red �rell clrnuuc� sal farmad from U to 24 Silti loam___________ ��CL____ r1-� S,, ta 9.� 8fl to �J5 �(3U to ?tl U S tu w 3 l! 1 i to l! _tJ a 1 ta fi IIigh------- Lo�� lu ��d- �lnc��u1 t�ll wut:�iwug ai lor�e umount of vol- t oun�c »Sli ui thc �►�rfi�rr la�•er, �.�nderlaui br i�� to 44 �ra�ellr lot�m------- 5�11-------- io to 85 �-ff1 to 8t1 .i;i to ,�ill (1 S ta i i 1! 1`� to d 1� G 1 tu G t3 lt��h.------ Lhn�� rn� el nt, c�4pUi d! 3!) ta 6U mclie�, ocaup➢c� r� to 53 �'er�* gruvell� sand� undult�ti�i�, morniuelike topograpt�� I 1 to i 3 l I� h�. I Lo�� o Ro C �o �e Gl�i-------- A to cn 2u c� .;r► �o c� ta «��r� to t� ��v a r, GP--------� A-1-�--- hi ta i7 ltl to'?11 ll lc�.i �IU U 11� toU Ob l► (i t�► i'i 11��;}�------- I.c�� E1C Elo�ka ��en stou� s�lt� lou�i�, C! �0 3C1 nt:r SItl11IAT t0 L ellt lO11T17 1) LO `ZlI JXl'C�111 BlOpl'!3 ee��t sluJx� except tht�� thes nrc cn stou� thro�igho�it EID 1:1o�{.rt v�r� Rton� silt lonm, 8(1 to .i:� i pc�rcct�t� �lo� I Em ��mdult stlt lut�ui �1cKl��tm- SomP�rl�at poorly dra�t�e�l, II tn `_'t� �Jt lonii�----------- ��I� tn l�lll �lt� to'� I tl 8 io c tilkuluic soil fanued m:�llii�7��m frc�m cnlr�r- t D�IrGI.----� a-�.--- !1� tt� 111U a �l I� u_u tt� l�I 11��.1�------- 7.a« tu ��i��l- tuita Filt. alr�u� tLSjl �»d dinton�tc. d��pt�� tu 91 t�r�� flnc� s��ir 1 0 r t t� r t n f� l� fl t t c U n t e� r o n> c a r t h e s u r f n c. e l u u� n 1 i t c� l�l�l �fl t u 1��1 Ct► o ��I tl S i o l� t c� I! i 4 t c S 9 1 t� 1�• r:� t c--- I. o�� t� :ilaoi�t 6 f��e�t -f 1 to i�� su�dt rin♦ lolm__ CL------- a i lu lllli llll lu')S !�3 1�� flil U� tt� U�, 11. 1; ic►11 3�1 lr h t� i i ].o�� \Jt�cicr��t� Fa6 Fricibuu stlt lo.uii t� '?U ��rc��u� ��ra tl�tiap, �ne�lcri�tc�lr ��rU tlr��n��c! �ipliwcl r�oiL i► t�► �ilt loa�n_--------- slap� ��jtu �i�c�el��rn�-t�•�tiir��tl�urf ict 1n��r �u,d tz�a�li- �ilf-Cl.----, \-4-----. 11.� w 1f1�1 �I� tn llli► K�) ta �1 ta f� I1 l, Ic� 1� 2�► f f, rn i 3 ltu�l� �Y�tr-- I.r�� tn ��ctcl. �t� Fa63 Fr��riu�u� Rilt loani tu `21� ��r��i►t ��a�orm��cl��r �t��h fiueic•�i��rc�d�i�lr�nl,tor��u�� iu '�ilt� cla� lo��m------ CL----,e a1-t'i-----_ tu 1u�1 ��u tc� ]�if! 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'�i�� f� 'fi.• sl..,� 1 t 1� i� 1�"'f !'r f a ,`:-.L`' �:1 1 t.. ��jl�� i� .1�.� ,I w f ,�aJ. YIY ..1 i! j �r' i 1 r r f ,j: .1 �i r 1' 1 y a j� `l� l� •Lil.' ��.r�'y �x.�'i' 1� ��,t� ��;`T�.� f t' ra I' t r7 j �c t ��1� I S .r r� ��f'i rY` ,t .�t Y t �'Sr i I y �'l�� Mr i J s}�� f. F� '�'R`�:l /,i. ��i�� t�'j� �'i i. i 1 �r 1 t J r L J n_ 4 t G �f; iJ f ,�,.f ,1 i" •t t 3 i i. l' I 1 J 1 �y �i I 1 •_i•a��f, f ��1.��` r f �i t 3 ,j �r' r• j f �j'� il'' i i l t� �.'��.r9- .r t t 31 =t/ S •I j J ii• 1 r 1,,�. J 1. �i�� -�k74�'�, r��. A 1± 'a I I r T�� r�- 1n y r tI c "r� I� �j �Mf`� u tr. '11 ��„-T 2 ''i i 1 -'rs-;a� t` ,I� i;l l '�'j r a �t� z �G s e i� I WOWOW�W� Spokane County Engineers Pro�ect: HISER BUILDIN6S N. S11 defferson 45fi-36�0 Job l�o.: OSPK0047 Spokane� NA 99201 Disc.ldo.: File Naae: OSPK0047 TYPIC�L SECTION 6ATA f0-Ju1-95 Road�ay half a�dth ENTER--> 21.5 03:5A PM Road Naoe ENTER--> FIRST AVE. Left ot Right E�ITER--> LEFT Curb Type TYPE 8 GOUNTY Station Interval ENTER--> VARIES MINIMUM I�AXIMUM Curb EL. Curb E!. EAge Pave. CEt�TER X SLOPE ED6E DIST. SLQPF ED6E D18T FRO� (-4.5� t-2x to 6utter LINE CENTER- PAVEI4ENT C%L TO C/L TO PAVEMENT ED6E PVP4T.fra� E/P +�ROP4 E/P SELECT- Design Top Curb STATION EIEVATION LINE ELEVATI01� E!P E06E PAVE X SLQPE TO CURB CURB N6T) CURB H6T) ED ELEV x 6RADE X Grade 1123.45 1984.23 1983.92 11.00 -2.82 0.00 10.50 1983.90 1984.13 1964.16 -�.61 1158.45 1984.14 -0.26 f983.94 11.00 -1.82 0.0� 10.50 1983.92 1984.15 1984.01 -3.50 -0.43 1t80.00 1984.16 0.09 1983.96 11.00 -1.82 0.09 10.50 19@3.94 1964.17, 1983.90 -4.94 -0.51 1213.01 1984.i9 0.49 1983.99 11.40 -1.82 0.09 10.50 1983.91 t984,20 1984.07 -3.39 0.51 1233.07 1984.30 0.55 1984.07 11.00 -2.09 4.40 i0.S0 1984.05 1984.28 1484.17 -3.17 0.54 1264.57 1984.47 0.54 1984.�0 11.00 -2.45 0.41 10.50 1484.18 1984.41 1984.34 -2.72 O.S4 1294.57 1�84.63 0.53 1984,32 11.Oa -2.81 0.40 10.50 1984.30 19B4.53 1984.49 -2.39 0.50 1352.43 1984.83 0.35 1984.59 11.00 -2.18 0.47 10.50 1984,51 1984.8Q 1984.78 -2,17 0.50 14g2.03 1986.03 1.10 1985.65 11.00 -3.45 1.06 10:50 1985.6� 1985.86 1985.89 -f.61 1.�1 0. 1 ,ti s a.� 1 ��'�f��Y ��('S!�'��`3 C��1C`� 1 ��L F��Q�pa�{:�'N 9`� i'l�l .o.o r 6,�1� N �VCif�t��b WOW�WOW� 5pokane County Engineers Pro�ects NISER BUILDIN65 N. 811 JetfPrson 456-3600 Job ko.: �SPK0047 Spokane, NA 9920i Disc.No.s File Na�e: OSPK0041 TYPICAL SECTION DATA 14-Ju1-95 Road�ay half �idth ENTER--S 21.5 03:50 PM Road Na�e ENTER--> FIRST AVE. Left or Right ENTER--> LEFT Curb Type TYPE B CDUNTY Statian Interval ENTER--> VpRIEs MINIMUM MAXIlIUM Curb EL. Curb EL. Ed4e Pave. CENTER X SLOPE E06E OIST. X SLOPE ED6E DIST FRO!! (-4.Sx (-2X to Gutter LI�iE CENTER- PAVEMENT C/L TO C/L TO PAVEMENT ED6E PVMT.fro� E/P FRpM E/P SfLECT- Oesign Top Curb STATION ELEUATIOM LINE ELEVATION E/P EDfiE PAIiE X SLOPE TO CURB CURB �t6T) CUR9 N6T) ED ELEU x 6RADE X Grade 1123.45 1984.23 1983.92 1�.00 -2.82 0.00 10.50 1983.90 l9B4.13 1984.16 -1.6! 11S8.4S 1984.14 -0,26 1983.94 11.00 -1.82 0.05 t0.S0 l983.92 1984.15 l984.�1 -3.50 -0.43 1180.00 1984.16 0.09 1983.96 11.00 -1.82 0.�9 10.50 1983.94 1984.17 1983.9d -4.94 -0.51 1213.0] 1984.19 0.09 1983.�9 1l.�0 -1.82 0.09 10.50 1983.97 l984.20 1984.01 -3.39 O.S1 1233.07 1984.30 O.SS 1984.07 11.00 -2.09 0.40 �0.50 1984.OS 1984.�8 1984.17 -3.17 0.50 1260.57 1984.41 O.S4 Z484.30 t1.00 -2.45 0.41 l0.50 1984.18 1�4.41 1984.34 -2.71 0.54 t194.57 1984.63 4.53 1984.31 11.00 -2.82 0.40 10.50 1964.30 1984.53 1984.49 -2.39 O.SO t3S2.03 1984.83 0.35 1984.59 11.00 -2.18 0.41 l0.50 1484.57 1984.80 1984.78 -�.17 0.50 i452.03 i986.03 i.20 1985.65 1i.00 -3.a5 i.o6 10.50 i985.63 i985.86 i98S.89 -i.6i i.ii '�.��s� i�i r ..17c�� 6� 9s q�� !M I �;��x k` j: v Y -t .a .x �'r s ^+ti i r �'�w� w y M Q i r t 1 _�i i L P r� 11 f _i k y "�I r r ...r�l� 1 y. k r r, +5.:.� 't I'' i t l +r, ••l�,j�•,,�•_ ;�s