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1st E 9320 A1 START STGE BLDG-SHELL e �i 1ST E 9320 �nA��n +�(iI�TFEIt''S �1i�EW S U �'T $Y �Y�.AR� CANG"8i.� B�G. �9� 1�2 .�s Rel$ted �'il,e (�B-lb 59) Date to Review 9120/95 Tuue 11:00 R�iew T�►pe P�.�e Date°Received 9! 15/95 Project Nam�e A1 STA�tT ,STGE BLDG-SHEL.L SQ �T Raqge Tpwt�sfiip Section a�20ft.0�1s SITE ADDgtES�' 1ST'E 93?A E V�LO�V �ARCLL App�ic�ant•s �Name LO�iNI� STBV'LNS 'Pfione- 53S-�a�1b Ad�ess 59�8� E TRE�TT 'Phone 2# SPaKAIVE WA g9212 FLOOD �O�.VB NO g�enf to pay fe�s; Owner'sla�dr�ssfphone A.� ROBEi�TSO� 9320 E 1ST �POKANB yV'A 99?A6 926 2Aa6 Building Contaot Pe�son. Jeff Forry Sx� ld3 C�ROL FRAZI�R Pha�ae 4�6 3675 D�te S�ibmittetl D�riptioa bmtials ��j ��,GRL��NT TO PAY �EES OR PRIORITY FE� COMP'I�B�ED GOPY �O ACC� '�'IIV'G�� 1 I�OT�CB TO PUBLIC �Y 13 4 6 COIVIPLETSD OIt N�EDS TO� BE SIGi�ED I l� J� DBSIGN DEVIA'�'ION SU.�I�IITTED/DATE G�QMPLETED �vi�AIbED LZ L�. '�5 S /�BOND AMOUNT RECI�,�D �?�,Z r BOND RLL�EASED ROA� �c D1tAT�TAG� IlVIFRO�NT�S' ST1�A�ED !M�I,�ARS TO PERNIIT TB,CI��C�N (S� SUZA►P� APPROACH PLIt1VIIT ROAD/S ��IIDTHYS 9S _'S� 7� ,��.r�c� c� �s-��c //�1� o..�/ S ".�.fJv�' �•�r �D N u�t±-�o �.J 9� _,,_�r r +a I /T�' a r .�`3�.►�� m,.�, S IZ �l. �v ��.�v �7, a�� s- �ZSZ 2 ��-t� �&�.�t;�r.��`�t� .3 /F?�'�7�5 ��e... 1 A�J�� Z .1�r,�•.�1J /�J s� f� l g• /l7 ��.,J c� r.,�6�.� Cr� O 1. �.cs 2 �V r �1•'i �iDd�. �4,�, R r r PROJECT NUMBER= 95007194 r APPLICATION� DAT� 11/30/95 PAGE= O1 THIS IS NOT A PERMIT PENALTIES WILL BE ASSESSED FOR COMMENCING WORK WITHOUT A PERMIT SITE STREET= 9320 E 1ST AVE PARCEL#= 45202.0318 ADDRESS= SPOkC1�1NE WA 99206 pERMIT USE= STORAGE BUILDING (FAbCO ALL START) PLAT#a 001834 PLAT NAME= OFP.TR. 1-359 BLOCK= 239 LOT= ZONE= B-3 DIST#= S AREA= 00000000 F/A= A WIDTH= DEPTH= R/W= OF BLDGS= 1 DWELLINGS= 1 WATER DIST OWNERa ROBERTSON, AL PHONE= 509 926 2026 STREET= 9320 E 1ST AVE� ADDRESS= SPOKANE WA 99206 CONTACT NAME= LONNIE STEVENS PHONE NUMBER= 509 535 9016 BUILDING SETBACKS: FRONT= 56 LEFT= 55 RIGHT= 85 REAR= 44 REVIEW INFORMATION DEPARTMENT REVIEW REQUIREMENT BUII,DING� REVIEW COORDINATOR C FRAZIER COI�IlZENT S BUII�DING PLAN REVIEW REQUIRED '�l C8 �/Nf�e�9� 8 v�co�i� Ue�N� ,�tr.ac�f S�lA�. NoT �xC�£� v..f cv� SQ f�'` CONII�iENTS: oR tu�rl�i 1� �M7i� Bv/G/�/�t16 C��i�l0/L ,d�t,{p �Nl�i�laY�L 116K711116 BUILDING ZONING/SITE REVIEW (,l ,��,i� COMMEATT S SEPA REVIE ENVIROrfMENTAL REpIEA REQUIRED COMMENTS: ENGINEER APPROACH/FI�OOD PLAIN/DRAINAGE COA�Il+�iEN'�S ENGINEER SITE DRAINAGE TO BE REVIEWED CONIl�IENTS .�c�.�.t�c� .�S.S v�tdlt,rc e� Q �E� ��6�. ��•s' �ti`'T .�e.{�4� -�'tc� 2 �o••�� t+o�� O.v�- ,�G.� �2✓ HEALTHDIST INCREASE IN LOT COVERAGE i PROJECT NUMBER= 95007194 APPLICATION DATE= 11/30/95 PAGE= 02 COl�lENTS FIRE DISTR HYDRANTS REQUIRED C,� �j COMMENTS -�j C��. a`�.. HUILDING PERMIT CONTRACTOR= TOWN COUNTRY BUILDERS IATC PHONE= 509 535 9016 STREET= 5918 E TRENT AVE ADDRESSa SPOKANE WA 99212 NEW= X REMODEL= ADDITION= CHANGE OF USE= DWELL UNITS= OCCUP. LD= BLDG HGT= 16 STORIES= 1 BLDG W X D= 80 X 100 SQ FT= 6000 9PRINKLER- N REQ PARKING= #HANDICAP= CRITICAL MAT= AT DESCRIPTION GROUP TYPE SQ FT VALUATION WAREHOIISE S-2 VN 8000 156320.00 ITEM DESCRIPTION QUANTITY EEE AMOUNT CONII+�SE RC IAL VALUAT I ON Y B 3 9. 0 0 PLAN REVIEW FEE Y 545.35 ENVIRONMENTAL REVIETa Y 75.00 STATE SURCHARGE Y 4.50 ENGINEERS REVIEW Y 50.00 COI�iERCIAL SIIRCHARGE Y 290.71 ZOCD-BUSINESS ZONE; 124 Y 270.00 ZOCD-CONIl�! SQFT-S-lOK; 128 Y 110.00 ********�****,k*�*�***�********* PAYMENT SUMMARY PAYMENT DATE RECEIPT# PAYMENT AMOUNT 10/05/95 00009518 ?5.�0 11/30/95 00011746 970.35 TOTAL DUE= 1139.21 TOTAL PAID= 1045.35 PERMIT TYPE E'EE AMOUNT AMOONT PAID AMOUNT OWING BIIILDING PERMIT 2184.56 1045.35 1139.21 2184.56 1045.35 1139.21 PROCESSED BY: CAROL FRAZIER PRINTED BY KATHY CUNII�IINGS THANK YOII #��**�*****rt****�****�*��*rr******** w Page 1 OP'FICS OF THL COZJNTY LNC�INS$R SPORANL� COUNTY, WASHINaTON Pro�ect: A1 Robertson Building Date: 9- 20 95 Address: E. 93�0 lat Avenue Ref No. B95142 Parcel No: 45202.0318 Review Pre App The County Engineering Department has completed a review of the above referenced project. The following information must be provided in order for us to proceed with our review. A) A drainage plan for the site shall be prepared in compliance with Spokane County "Guidelines for Stormwater Management". At a minimum the plan must contain: 1. Drainage calculations for stormwater volumes generated on site. 2. Calculations for total impervious surfacea contained within the site. 3. Finished grade elevations for structure� to be constructed on site. 4. Copy of the proposed landscape plan. 5. A typical cross aection of the 208 swale. 6. Calculations to justify the number and type of drywells proposed. 7. Elevation of drywell inlets where applicable. e. Finished grade elevatione at the top and bottom of the 208 swale. B) The subject property is affected by the "Findings and Order'� and the "Conditions of Approval" for the following land use action: Spokane County Zone Change No. ZE 16-59 C) The following improvemente withi.n adjacent Right of Way are required prior to the release of a building permit: 1. You must submit road and drainage plans for street improvements. These must be prepared by an engineer. Plans must be prepared for the following streets: a. lst Avenue, Local Acceas Standard, Commercial All required construction (sidewalk/curbing/pavement) within the public Road Right of Way is to be completed prior to the release Page 2 of a building permit or a financial guaranty in an amount estimated by the County Engineer to cover the cost of conatruction or improvementa shall be filed with the County Engineer. Required plans are to be submitted prior to estimating the amount of the financial guaranty or permit releaae. 2. Approach permits must be obtained, after a site plan ha� been approved, and befare the issuance of a building permit, from the County Engineering Department for any new or improved driveway approaches to the following streets: a. 1st Avenue D) Insufficient information was aubmitted 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 specif ied. 3. Other information: a. A parking and traffic circulation plan shall be submitted and approved by the Spokane County Engineer. The design, location and arrangement of parking stalls shall be in accordance with standard traffic engineering practices Paving as required by the County Planning Ordinance, will be required for any portivn of the project which is to be occupied ar traveled by vehicles. It is illegal to back out onto the Right of Way. b. The County Comprehensive Plan identifies the South Valley Arterial as a Principal Arterial controlled access high capacity facility. In order to implement the Arterial Road Plan additional right-of-way may be necessary. This is not a condition of your permit, the County Engineers offiCe is only disclosing to you a future need. Spokane County ia willing to purchase thie property to have adequate right-of-way to implement these arterial improvements. E) Utility Condition: Pertnittee is responsible for arranging for all necessary utility adjustments or relocation as required for completion of the improvement. F) The owner of the property or the authorized representative must complete and sign Spokane County Engineers "Agreement to Pay Fees". This document must be returned to the County Engineers Office. Plan review will I' Page 3 not be completed until this document is executed. This document is attached to these comments. Please return the completed Agreement to your contact person at the Engineers Department. The applicant ar their representative is responsible for including each item that is marked "Required By This Project" in tk�eir submittal in accordance with the checklist descriptions. Each item submitted that ie to meet the checklist shall 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 prolong the review process. If changes occur in the requirements for the project because of further conversations with Spokane County representatives, please attach a note explaining the agreed upon change in requirements. When the ap�licants' submittal is finally approved, the Engineers department will release their portion of the Building Permit. Your contact person at the County Engineering Department is Doug Busko, 456-3600. SP�O CO ROAD DRAI�NAGE SIJBMITTAL HLIST PROJECT 3 2 DATE: PROJECT NAMB: �SC� r PROJECT SPONSOR V; ��Q b TEL Z� f� PROJECT ENGINEER: �b��' �e S �-Z 7 �}6 9 (Road 8t Dra,rmge �ans) PROJECT SURVfiYOR: TEL 3 �P`L�ASE PItOVIDE A ItESFONSE TO EACH OF 1'� FOLLOWII�IG I'TEMS TI'LMS va�No ��u,► 1. A S�guEd "AGIi;EE�NT TO PAY FEES" �C1rm haS beeII Svbmitted to SpOkSUe COw1ty alODg with Suy applicable piat f�es, pnor to aay pre-d�gn/presubmiaal meeting Yn �r,o 0 ru� 2. I hav� a r.opy oF, and have re�vYewed the mvst recent conditioas of approval and any BIS/MDNS r�wrements and coadidons of approval bave be�n incorporated in tbis plaa submittal. PROJECT D�SIGN Ya �rb 0 w,► 1. I have com�pleted a mimmum of one pre�d� meeting wit6 Spokane County Development Eng�neen�g Services Engineers where atgree�cemc was reac.�ed on drainage des�gn approa�h. Y�, ��a 0 ru� 2. I t�ave includ�i the resvlts of any g�techmcal tesdng tbat �s required by the des�gn approach to venfy design Yd rro ruA 3 I have �acluded anry c�equired �vement des�gn calculauons an new Public roadways as tequired by the "SPOSANE COUNTY STANDARDS FOR ROAD AND SEWER CONSTItUCTION", tatest ediaon. v� 0 wA 0 4. The road and dra�nage plans compiy with the"STANDARD ROAD PLAN" requiremeais far plan. profile, aad typical cross secaon elements contamed �n"SPOSANE COUNTY STANDARDS FOR ROAD AND SEWER CONSTRUCTION" latest edinon eacept as allowed through approved design dev�ations. vn 0 �ua 5. The drainage report incorporat�s the mimmum requirements for a storm drainage analysis as noted in che GSM and other it�s wtuch are appropriate to d�monstrate that the design meets all r�quirements of rhe Spokane County GuideLnes for S�ormwater Mana$ement e�xcept as allowed through approved des�gn d�viaaons. �vp 0 r� w,. 6 A c�mplete dra�na�e basin map wi� dme of concemt�atioa paths shown has been iaclnded with the detailed hydrology calculanons. Drainage bas�n map shows topography, pm� drau�ge �eatures, and �orrela�es vv�th bydrology calculahons. vd rm �w� 7 I have coordinated tr�'ic corarol and s�gning req�uements with the Spokane Coimty Traffic Bng�eer. The�e nquiremenxs are shown on a separa�e plan shee� OR are incotporated wto the plans for es�h c�oad vp 0 r� 0 H� 8 I have included copies of aU approved DESIGN DEVIATIONS whtch are teqwred for tL�s pro,�ext. Ya n� r�� 9 The pL1as and d=ainage ceport are s�pa�, signed, and daeed, aad coatains, the applicable certific�on $�atemell�. ,rp 0 r� 0 ru�1 10. I i�ave includ� an adequate eros�on control plan and �pplicable standard plan notes vb�r� ��v� 11 I have securod appmvals from all applicable ontside agencies such as fire cLstncts where applicabte and have iacluded proof of tbeir approvals.. I� m ra��u� 12 I have prov�ded an a�:ceptable means fior petpetual main�enauce of street and drainage fa,c�l�aes tbat �s acceptable to Spolcane Couaty and have s�cw�ad aad includod copie�s of any reqwred �nenLs vn�r� w� 13. I have re�rnewed the plans, calculat�ons and other submival data for oampleten�ss �y �o��y and have submitted two copies of plaas and (1) bouad dr�una$e report. Urxplacvl0/Qct95 1 I�e.�s�tand that the c+equ�rements noted above are the mmiuium requir�eats to� n��:sa�}► perform a cursory revtew�of the pro�ect 1'Plans, and that add�tiona! wfocmaaon shauld be uicluded with thzs submittat as �ec:�sary. I understand tl�at this'subm�ttal will be chec�oed �for completeaess prior to review, and that it will be ceturned for further- uifo�on if ic,s f�und�to be wcon�plece I understand t�6at this submittal wiU not be accepied for revTiew �(snd placed oa the revi�+ list) wntTil al! required 'information bss been subu�itted. Fotm complet�d by che �re,spons�ble Engmeer ��i_r �e com�u.y• �L�i�d �S�'� �ddress: spe �..t,�- !�A_� g,� Date 9 S' Zip code SUBMITTAL Accepced for review Recurned for submittal of �the�foUowin$ GEIVERAL- ITEM PROJEC-T DESIGN ItESUBMTITAL TTEM Form �retutned to: Company: Addr�.ss 'Date: By. Spol�ane,County Pubhc Works Development Seiwces Uckplahr 1 0/May95 2 Spokane County Engjneers Projec� ALSTART 1026 W BROADWAY AVENUE Job No B95142 Spokane. WA 99260 Disc No File Name TYPICAL SECTION DATA 07-Deo-95 Rcadway haif width ENTER—> 21 5 02 20 PM Road Name ENTER—> 1 st AVE LeR or Right ENTER—> RIGHT Curb Type TYPE B COUNTY Statlon Intenrai ENTER--> 25 MINIMUM MAXIMUM Curb EL Curb EL Edge Pave CENTER 96 SLOPE EDGE DIST 96 SLOPE EDGE DIST FROM (-4 5°�5 (-2°r5 to Gutte� LINE CENTER- PAVEMENT C1L TO C/L TO PAVEMEN EDGE PVMT from E/P FROM E/P SELECT- Design Top Curb STATION ELEVATION LINE ELEVATION E/P EDGE PAVE °�6 SLOPE TO CURB CURB HG'n CURB HG� ED ELEV �6 GRADE Grade 106 00 1983 83 1871 54 1983 62 12 00 -1 75 1871 34 9 50 1983 65 1983 85 1983 82 -2 31 141 00 1983 84 0 03 1983 58 11 50 -2 26 -011 10 00 1983 58 1963 80 1983 64 -3 82 -0 51 200 00 1983 87 0 OS 1983 66 11 50 -1 83 014 10 00 1983 66 1983 88 1983 94 -1.24 0 51 2fi6 00 1983 93 0 09 1983 70 11 00 -2 09 0 06 10 50 1983 68 1983 91 1983 61 -5 28 -0 50 342 00 1983 95 0 03 1983 71 11 00 -218 0 01 10 50 1983 69 1983 92 1884 00 -1 06 0 51 t 0 I 1 CURB-B Spokane County Engrneers Project. FIRST AVE 1026 W. BROADWAY AVENUE Job No ROBE0001 Spokane, WA 59260 Disc No File Name ROBE0001 TYPICAL SECTION DATA 05-De�95 Roedwey helf v�ndth ENTER--> 2d 07•30 AM Road Name ENTER—> FIRST AVENUE Left or Right ENTER—> RIGHT Curb Type TYPE B COUNTY Sta�on Interval ENTER—> VARIES MINIMUM MAXIMUM Curt� EL Curb EL Edge Pave CENTER °X� SLOPE EDGE DIST. 9b SLOPE EDGE DIST FROM (-4 594� (-2� to Gutter LINE CENTER- PAVEMENT C/L TO C/L TO PAVEME� EDGE PVMI from EJP FROM E/P SELECT- Design Top Curb STATION ELEVATION LINE ELEVATION E/P EDGE PAVE °�6 SLOPE TO CURB CURB HGT) CURB HGT) ED ELEV �6 GRADE Grede 106 00 1983.83 #VALUE! 1983 62 12 00 -1.T5 �VALUE! 9 50 1983.65 1983 85 1983 94 -0 81 141 00 1983 84 0 03 1983 58 1150 -2 26 -011 10 00 1983 58 1983 80 1983.70 -312 -0 69 200 00 1983.87 0 05 1983 66 1150 -1.80 014 10 00 1983 66 1983.88 1983 98 -0 76 0 47 266.00 1983.93 0.10 1883.70 1100 -2 09 0 06 10 50 19$3 68 1983 91 1983 65 -4.� -0 50 342 00 1983 95 0 03 1983 71 1100 -2.18 0 01 10 50 1983 69 1983 92 1984.00 -106 0 46 Pege 1 o n rs 1 Pro ect. ALSTART Spokan� C unty E gine� 1026 W BROADWAY AVENUE Job No 895142 Spokane� WA 99260 D�sc No File Name TYPICAL SECTION DATA 07-Dea95 Roadway ha�f wtdth ENTER—> 21 5 0213 PM Road Name ENTER--� 1 st AVE Left or Right ENTER--> RIGHT Curb Type TYPE B COUNTY Sta�on Intenral ENTER--> 25 MINIMUM MAXIMUM Curb EL Curb EL. Edge Pave CENTER SLOPE EOGE OIST SLOPE EDGE DIST FROM (-4 5�6 (-2°6 to Gutter LINE CENTER- PAVEMENT C/L TO C/L TO PAVEMEN EDGE PVMT from E/P FROM E!P SELECT- Desrgn Top Curb STATION ELEVATION LINE ELEVATION E/P EDGE PAVE °Ib SLOPE TO CURB CURB HGl� CURB HGT) ED ELEV GRADE °/b G�de 106 00 1983 83 1871 54 1983 62 12 00 -1 75 1871 34 9 50 1983 65 1983 85 1883 80 -2 56 141 00 1983 84 0 03 1963 58 11 50 -2 26 -011 10 00 1983 58 19g3 80 1983 60 -4 28 -0 57 200 00 1983 87 0 05 1983 6fi 11 50 -1 83 014 10 00 1983 6fi 1983 88 1983 96 -1 00 61 266 00 1983 93 0 09 1983 70 11 00 -2 09 0 08 10 50 1983 68 1883 91 1983.63 -5 08 -0 50 342 00 1983 95 0 03 1963 71 11 00 -218 0 01 10 50 1983 69 1963 92 1984 00 -1 06 0 49 LOCAL ACC�SS PAVEMENT STRUCTURES ,�flT L ess fl,P� �D� AVERAGE DaILY TRAFFIC S41L TYPE 0- 200 Z00-600 600 GW 2��6�� 2��6�� 2��6" GP Z��g�� Z R 2 GM2��/6�� 2��R�� 2��8�� GC 2��1�� 2��8�� 3��6�� S W 2 fs 2 2 n SP 2��s" 2 n 2 8 A SM 2 n 2 8 3 6 J SC Pavement Oes�gn ML 3"/6" 3"18" 4"/6" CL Pavement Design OL 4"n" 5"n" 5"18" MH Pavement Des�gn OH Pavement Oes�gn PT Paveme�t Des�gn 1) Soil type �s classified by the Un�fed Soit Classification System. 2) Required th�ckness is given as �nches of asphalt concrete pavement over inches of avshed surfac�ng. SPOKANE C�UNTY ALTERNATE PaVEMENT DEStGN iNTERtM Resulf p c qC �qss I� N 7 Crus�,��l Su�f�c�",y S P O K A N E C O U N T Y DfiPARTMEN7' OF BUILDING AND P[,ANMNG A DIVLSION OF THE PUBLtC WORKS DEPA� jn� L. MntvsoN, CB O„ Drn�cTOR DE�tt�ts M Sao1z', P E, DtxFCTOR 9�4' i January 27, 1997 Al Robertson 9320 E. 1 st. Ave. Spokane WA 99206 RE: Certificate of Oecupancy Reqwrements 9320 East 1 st Avenue Second Not�ce De.�r Mr. Robertson A recheck of our records indicat�s that the fi�ing of a drainage easement as required by your buildi.ng pennit, number 95007194, has y�t to be complied with. On January 9, 1997, you were advised in writing of the requirements of your bu�ldiag perm�t and were given 10 days to complete the r�quired work Further, lt is noted that you are occupying the building without the issuance of a Certificate of Occupaacy. Pursuant to Section 109 of the Unifonn Building Code no butlding shall be used or occupied unt�l the bwlding official h�s issued a Certificate of Occupancy Therefore, we must require that you immedsately aotify this office regard�ng your int�nt to resolve this issue or vv�th�n ten (10) days from the d�te of this letter and without further not�ce, the entir� matter wl11 be forwarded to the Spokane County Prosecuttng Attorney's Office for appropriate legal action You cooperatioa would be most apprec�at�d Re ectf�illy 0 V�illiain C. Benish Code Compliance Coordinator WC� tab c• Doug Busko, Department �f En�ineering 1026 WEdT BROADWAY AVFrDUE SPOKAI�DE, WnSHItvGTON 9926A Bv�LOU�sc I'HOrr�. (509) 456-3675 Fnx (509) 45G-4703 P[.�Nrnxc Pt3orrE. (509) 456-2205 Fax (509) �,56-2243 TDD (509j 324-3166 Z i O f �Tc��, z �i DAVID EVANS AND ASSOCIATES, May 15,199b w«t i�o ca�a�do RECElVED Spo4ar�e Washiegton gg2o� MAY 1 5 1995 7 c� S�93Y7 86 97 SPOKANE COUNTV ��GI�JEER Fax ;og J27 7j4S Mr. Alvin Robertson 9320 East First Avenue Spokane, WA 9920b Dear Al, 1�Ve have completed our final field inspection of the street widening project adjoining pour buildings on First Avenue. The �as Built" drawing illustrating the actual cu�b grades, driveway dimensioas aad curb openings will be delivered to the County ao lacer than May 24,1996. The County Engineering Office wiU be expecting to receive the drainage easement for the new �208" sarale before they will release the bond that was posted. As you mentioned, the landscaping contractor will be regrading tbe "208" swale to allow direct runoff from the street curb opening to the swale bottom. Thanks again for aUowing us to assist you with this project, This should complete our involv+ement in the street widening project. I wiU stop bq later whea the landscaping is done on the s�vale just to visit and see the completed projert. Sincerely, DAVin EvArrs Arrn Ass c��.s, Irrc. F W. Larry n, P.E. Pco�ect Manager cc: Doug Busko ROBE0001 jA�lo0S151a �Ea19FR SITIAIa °iO v ��l�U� 9 ��J CJQ� 0 ��5 ��AA�E C�UNT� Ei�GIZ�ER DAV I D E VA N S A N D A S S O C I AT E S, EXTERNAL MEMORANDUM WestiioCataldo Spokane Wasli�ngt��n gg2oi To Matthew Walker FROM Greg Holder, P E �.w• TcI �09 3z7 g Architect JOB NO TBHX0003 i'ax gag 3Z7 7345 FIRM Tan Heyamoto Architects oA� May 17, 1996 sus�ECT Kickoff Meeting Notes for the Harvard Road Fire Station, Fire Distnct No 1 COPIES Kevin Cooke, Century West Engineenng, Doug Busko, County Engineering Karl Bold, Fire Distnct No 1, Lee Milish, Liberty Lake Sewer District Clyde Haase, Clyde Haase Landscape, inc David Arthur, Riley Engineenng Inc The following was discussed and concluded at the above referenced meebng Drainage and "208" Swale Areas 1 Spokane County Standards will be used on the pro�ect and plans will be submitted directly to Century West Engineenng 2 Roof dramage w�ll be directed to the easterly "208" swale 3 Kevin Cooke will mvest�gate how to handle the drainage from the 25' future nght of way acquisibon area 4 A 20' curb cut will be designed into the northerly curb line for snow removal 5 Kevin Cooke will invest�gate the possibility of obta�ning an easement from L L S D for snow storage on the L L S D's property 6 SurFacing will be asphalt everywhere Heavy duty and light duty surfacmg shall be used A concrete apron at the entrance to the fire truck garage was decided against in favor of heavy duty asphalt 7 Dramage off the southerly parking area will be conducted to the "208" swale by means of a curb and gutter Sewer System 1 Sewer plans and spec�ficatrons shall conform the L L S D Standards 2 Wastewater will be conducted to a storage tank and pumped with a simplex gnnder pump to the sewer manhole in the field near the entrance to the wastewater treatment piant (Indiana Street and Harvard Road intersecUon) M Eb19E R P SIT�AI& �a DAVID EVANS AND ASSOCIATES, 3 Dual force main lines will be installed and will be Sch 40 PVC (approximately 1 25" to 2") 4 The force main wiil be 10' to the east of the existmg 10" water line in L L S D property The L L S D will provide the Fire Distnct a 15' wide easement 7 5' on either side of the proposed force mam 5 Stan Schultr with Witherspoon Kelley Davenport Toole PS w�ll prepare the necessary easement documents and ma�ntenance agreement between F�re D�strict No 1 and the L L S D Kevin Cooke will 6 The force main will be shown in plan only and no pro�ile will be developed 7 Matthew Walker will direct Simpson Engineers to pick up topographical mformation on the two sewer manholes near the intersection of Indiana and Harvard Hor�zontal and vertical informahon will be obtained Miscellaneous 1 David Arthur will prepare meeting notes for the discussion on the water and fire suppression systems 2 DEA will prepare a plan and route it to all participants in about a week's time t TIZAA�IS l�i�IITTA,L. 7�� 9� �r �D;B� �o a �o .��.�s�� ,,�t o r�� r_� Sub�ect ltem Cnp�cs I?xte Aeshtlptltm S/ �'o,- .�r�� I 'I �Q�� SPOI�II��I�Uan E�ur,�acro _C i�� r T'SQs� As y�pu rcyu�ed f�r }our apprati�nl Recum n�yu�su�i 3t7 For vttur itdurmutun O f�ar �our revic'µ �"e�� from ✓a�� W�/4Y�1I ry O A ItROFF.SSIONAL�S CONSULTING F(RM �Tr�I(�5 iN,OREGO WASHINGTON, GILIFORiV1A AND ARI7ANA WP,SI' CATALDO SI'OKAi�1E, WAS[i1NGfON 99201 {S09) 3Z7-S497 FAX (509) 327-7345 BOND EST1M�► fE PROJECT Aistart Warehouse E 93201st Avenue NAME Doug Busko DATE 07-Dec-95 DRAINAGE ITEMS UNITS QUANTiTY PRICE COST 1) Drywell Type A EA 1250 00 0 00 2) Drywell Type B EA 1 1560 00 1560 00 3� Grate Type 1 EA 315 00 0 00 4) Grate Type 2 EA 1 340 00 340 00 5) Grate Type 4 EA 300 00 0 00 6) Backflll For DW CY 40 16 00 640 00 7) Concrebe Inlet EA 750 00 0 00 8) C M Pipe 10" D�a LF 23 00 0 00 9� C M Pipe 12" Dia LF 27 00 0 00 10) C M Pipe 15" D�a LF 27 80 0 00 11) C M Pipe 18" D�a LF 31 50 0 00 12) Precast Manhole EA 1500 00 0 00 13) Solid lid EA 310 00 0 00 14) D�tch Excavat�on CY 10 00 0 00 15) Sod SF 0 70 0 00 NON STANDARD DRAINAGE ITEMS 1) Wilbert Vault Curb Inlet EA 250 00 0 00 2) 0 00 3) 0 00 4) 0 00 5) 0 00 6) 0 00 DRAINAGE SUBTOTAL 2540 00 16) Monuments EA 185 00 0 00 17) Bamcade LF 33 00 0 00 18) Street Signs EA 85 00 0 00 OTHER SUBTOTAL 0 00 GRADIIdG, SURFACING, CURB, AND SIDEWALK 19) Rvugh Grade CY 60 10 00 600 00 20) Top Course CY 53 46 00 848 00 21) Base Course CY 16 00 0 00 22) Asphait Concrete Tons 31 44 40 1376 40 23) Curb Type A LF 7 00 0 00 24) Curb Type 8 LF 236 8 00 1888 00 25) Curb Type R LF 8 00 0 00 26) Sidewalk Sfl YD 16 70 0 00 NONSTANDARD ROAD ITEMS 1) 0 00 2) 0 00 3) 0 00 4) 0 00 GRADING AND SURFACING 47'12 40 GRAND TOTAL 7,252 40 STR.EET QUAN*rITI.ES PROJECT NO.- B95142 DESIGNER- DWB DATE- 12/ 7/95 PROJECT DESCRIPTION- ROAD WIDENING FOR ALSTART WAREH�USE E. 9320 1ST AVE STREET 1 NAME- 1ST AVE LENGTH- 236.17 FT. WIDTH- 9.00 FT. BEGINNING STATION 105.70 ENDING STATION 341 87 ONE SIDE ONLY PWIDTH= 20.00 EWIDTH= 11.00 QWIDTH= 0.00 TERM 1: TAPER TAPER LENGTH 35.00 TERM 2: TAPER TAPER LENGTH 35.00 ITEM MEASUREMENT QUANTITY SURFACE AREA- 2440.53 S.F. ROADWAY EXCAVATION 0.67 FT. 60.3 C.Y. CRUSHED SURFACING TOP COURSE 0.56 FT. 52.7 C.Y. CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y. ASPHALT CONCRETE 0.17 FT. 30.9 TONS CURB TYPE B EXISTING 0.00 FT. PROPOSED 236.2 FT. TOTALS ROADWAY EXCAVATION 60.3 C.Y. CRUSHED SURFACING TOP COURSE 52.7 C.Y. CRUSHED SURFACING BASE COURSE 0.0 C.Y. ASPHALT CONCRETE 30.9 TONS CURB TYpE B 236.2 FT. .18 7�`gn8 3243�T8 COUNTY ENVINEERS 4d� A S S I�3 N�. �_L�! 7' Y� Huc se+:urlty purposes only, �ereby assig�� to SPC�K.ANC COUNTY, n poll�lcal sub�llvl�o�t u� �us Slo�� of Wasbingtoa, tt,e i�flowi,�g. Suv'tugs C.erUtl�uia Nuu�brr tu ��a f�ca aa�ouut u� au�l ��I�! L� aud b �fi a.�/1� y ��u�C nf r Draucu r�bi� us�igau�ent is u�4d� as sccurl�y t'ur Ilie �u11 nu�! u'll►iul u�[u�ut��GO by o� c,�ris�ta rouds, iuonuu�cutg Aud clrviu.,go tucill�ic:� [o� p ti as �Ncclflc�l tu Il�o typical sectivu a��l rn��clwuy uu��rovcu�ou� arectG�tiu��s f��r saicl projcct, Jatcd �.Zc�; 199�� s�ud oi� �'i1e iu I�e OtTlc�: u1' �ua Spuk�ut; G�uuty �subju�� Aay IU18r� ueUeG18 AcC�11I11g UUdtr sai� s jo t�a�le s��1! roniai� �bc pruperry of Said seYiugs cect�flraie �n �o r�leds�c! to f a� Qr any a�t►cr parly auly wicL �4e p�i��r wrillc„ cops�� vud agtcc�i�cut u� SpukAUO Couuty. Pn0'Vit�L'•p� �[1R'I�i�it, 11�� uude�sfg�,cd doe� 4e�el,y a�tl�Q�izo to pAy ovc,r t� Spu�anc C;ouu�y oU ar a��Ila:iuu� portioL uf tLe u�outes t�� Iho sav' gs certi6u�te refCrcQced l,orat�above uPou wri�leo do�u 11ei��g treclvc� fru�i� tl�e .��uka��e Couu�y,L'uglneer iudlcAtlug �I►a� tl�o purµosea fu� wi�ic.l� tu �YIIi�6 C�tI1fICAlO W�S dssigue�l I�AV� nul l ,eeu fuliy uu� lai�l�fully perfo��e�1 us requit��l uu�l d b1�tCnt��t1 oF t�at euwy��l U� OIOl10y W�J��tl Illd �'•01111Iy I?13�I111lVt tIS ICI�UjCVI� i111tI D B�JtWIt1C11I Uf 1�lq� q111�JN111 U� plUlll:y W I��II ��e iil �ngi��ct.r �1��uis uec;ossa�y t� u► ��Ic�e suc:l► uu�►�,�u. 1�,u�� c;i�,� �u�l� w►it1�u �tucu�ilvulu�iuu� uar�sl►y uulltu��ica u �u reiense 1u S�ukaua Cuu,�l llrul ovio 1 u �uuu�y t�qu�:st+e�1 u}� ��i ll�� n��xi��u Au�duu� Iu ti�c buvi�gs ca:rli[ic;ale. UA't�� lu�r �lay of 1 y9.,�� a�N� oi� a�� 1 I C�,�� u��ss�. �r z r ��P wag h� C �.E.,� `�F— rL.� �lu Presj�l��1 Sccrcta�y uA1�?U �his l.� duy ut !99 �E OPE�t S7'A'C[: OF WASHIN(3�'njy C'.v U��• 1 d 1 �.oualy of Spok�ne Oa Ibis day per�oAUl1y uppeQr�d b�tore n�� 1 to m� uowu 10 bc Ilic inajvlJuo d�scri�ae! j,� �iicl w�u exe�utc�l 1�a w1�1�� a�id �ucegotug lnstruui�u�, and ac.kuuwle�lged 11�at s� ue�! 11►e sauls �s o fr�:o au� vc,tu,�tu 8 ry�! aucl d�cd, fuc �Ue usCS Aua puiposes �I►nr�f�� n�culiouo� alVLN UNDER hriY IANI� ANp UTl�1CIA�. tsAi, llris clu ut 199�' y p �a� �Is�ry I'ul,lic, ii u�i �I�� s�u��; ut wasi�i�� rasi�ltu� 41 S�u uu t tf R�QUE�T �'O.R D��IG1�T DEVI�TION e` �rV DATE RO�►D .IdA1�IE .Fir"st Av�n�e C'RP1RID 3 J �AMB OF PLA� Plai. AD�R,ES.S OF�Bf�(} 93Z0 �ast First �veti�e N�AME OF BLDCi PRQIEGT- •�'L� .�i�S'6�' BLDG�` ��S 1 ��S •�4 T �1� ri�i FED��L�I�S'�'AfiBB PRQ3ECT P.R4tT�Cf L�TS ��►ISTI�G C�i�]'Dl'3'IOI�IS: P�tO�ED IA'�1PR0 ROAb W'ID� i 1� (1/2 widt�hl 2i 5�ee� 1 f 2 width`) ROA� .SURF�C� ACP 2�' ACP 7" C3BC A�G. DA�II.Y '�RAF+�T� 2 0 0 C�urent Tia�c Count Desigu Yeat '3'ra�ic �a►unt PRO�GTD£SCRII'�TON St�e�e� �riding for re�tail �u�ilding. PROP03�D DESTGrT.DEV.IATION Dei�ete side�lk a�.d' a11ow c_ros�s s�lop to be maximum o`f d minim.um of 9��•� 9a l ��.��or�: Sidewalk was �ot required o� rem��nder of street. Cross �lt�pe fQ� w3.�ening mus� `be al�.owed t�is range in orde�s �o achfeve gt��e� �lo oF 0.46� m.i��a,um. �xisting �avemen� has e�remeZy �Iat c�.zade• (va�ies ��rom 0.4� to 0.1��b) SLT�IVI�D BY Davi d Eva�s and As soc3� ate� Iri.c D� i��oue�er i 4, I 99 5 ADDP;ESS lY4 We�st =Cataldo, Spokane, W�ashiAg�o� 99y20I .�g CODE 9 P�I4L�'E 509 327-8�97: fax 3'27-7345 ••�m• AD Ti�E qARtANCE FEE OF ,�i3�00 PA►� '�O SPQKAN�I CO[JNTY lOZ6 W B�tOADWA� S�OK�E 1�VA 99260s017Q PH(�I� �S09;132f�=3� FAX ��)324 V •R6+Q1?ES'� Wfld. NO�I' 8� ItEV7EW6D �iVCTHOt]'i� FUrID6- �S'�i �AD C��HlCHEQC� f� REC�IV�JD BY DA'TL J�' D�GN DEVII�TION t STA�F R�COI�IIV�NDA'TiONS u o�° s a�.� y f��% a� •J c Gu ''T l� C�t D I'37 0 "I "T�" c�. ��s^� t r �c �`��c� r �jC� t� t�' �4�t�v ��fi �t�c, r� �r' i l�pw��s�,� Gro�a� T1�0�1 1 ��'I��p �vae?�!' ��Ltt�- _�A��.�� rl�r�L.. �'A�'i� ��,a�c�tiP�k�+o�, Appraved Apprav�d w/CC�ditions �1oi Appraved C r lz-�►f�f Frojecc Man�ger Date r Approved ��roved w/co�nditions ot Appra�►ed Plaaaia� Bt Ti�a�c Engine� Date r n A�proved �p w/condition.s Not Agproved r� t C Proj �Maasge�aaeat Date ��.r��.�,:� 1 1- Gv� y �t� t� ,✓3,e f �►Ppraved Ap�raw+ed wlco�odition� Not Approve�� C t �nQ� D� spo� coa�t �r�a�s DEI��ATI0�1: Apptaved a/ao oondiaons Appmved as r+ec�omn�ead�d t�� Nort A,ppt�ved 3 C y I ��I� $�0�8II6 L'ti3tIIL�l C@� �te I 1 r S P A K A N E C O U N T Y DMSION OF ENGII�(G AND ItOADS A DIVISION OF THE PUBLIC WOItK3 DEPARTMENT Williaas A. johns, P E, Acting County finguieer Dentus M Scott. P Ta Dnrector December 13 1995 Duberrua Bales, E I.T. David Evans Associates West 110 Cataldo Avenue Spokane, Washington 99201 Re: Design Deviation for Alstart Bldg E 9320 1 st Ave Dear Dubemia, The Design Deviation to allow non-standard cross-slopes and the deletion of sidewalk has been approved by Spokane County. I have mcluded a copy of the approved deviation for your files. Ple�se note the conditions of the deviation listed on the back side of the form. Please call rne if you have any further questions reg�rding this matter. Sincer�ly, W'illiam A. Jobns, P E. Couaty Engineer E�� Doug Busko, E.I.T. Plans Review Engineer c: F�le 1026 W Braadway Ave Spakane, WA 992b0-0170 •(50� 456�6fl0 FAX (Sfl9) 324�78 TDD (509} 32431b6 I�. S P A K A N E C O U N T Y DMSION OF fiNGII�BEItDVG AND ROADS A Dtvist0�1 oF T� PuBLIC Wottxs D�AR�tENT William A johns, P E, Achng Courty Bngu�eer Dennis M Scott, P E., Durector December 11, 1995 To: Bill Hemmings, P.E. From. Doug Busko, E I T Subject: Design Deviation for East 93201 st Avenue, B95142 Alstart Warehouse Building The applicant requests a dewation to allow cross-slopes between 1 06% and 5 28% The ex�sting roadway has existmg logitudinai grades between 01 and 14%, and cross-slopes btween 1.75% and 2 26% The applicant is also request�ng the delet�on of sidewalk from the improvements Recent p�o�ects on the same roadway have suc�essfully secured Design Deviations to omit sidewalk Based on the existing road constructio�, I recommend approval of the des�gn deviation, w�th the cond�tions that the construction be inspected by a Professional Engineer and that As-Built plans be submitted to the County Engineers upon completion of the project. 1026 W Broadway Av�e Spokane, WA g9260-0170 •(Sfl9) 456�600 FAX. (509) 324-3478 TDD (509) 324-3166 t� I1� y� 1 T( M t i' �a�r 1�r. �.{.�.1 .•fs J' 'isF�:� r.Lr-.. ar -�t�..� J f 1*• ti,.• ��r. �1� �i'�.n �A i ;1�.7 ,y (w i �_'y 1 P i I ti;�r r��- �,r ti�- f,/�(w` ,3. r y� .r�. .i �y 9 M�. x r'`` 11 .s 'T f 1 �C 4 t �t�� '�'p j ��•:i �1, _...nc�� 4' V 'y� �a --x �K.. 1 Y f Je ,,k�i�x. �ii?i`.9:iy"tfF: �i}y,�};�"��`+. a_ x�,' ''``t'�. j ��?::i'i :i c.� c��:�c:: c� -�t'. �'wMl�' �f. l f�' --nl±�.�± _''j#-�'�'� r o [�l, t11� I R `f I �r. ��r s It�'� t l f `'��.1!� 1 �_�+C� �I. 3 1 'r :T;�;� �.f� Y. T` �J I J c iw� `:1 g'� i✓�'=�--. r;; ��,.r �'�:y f. 1 I{�� r.i� y r�� :�I\M1�� ,j.�� s��`�� T 1 r�A� xtG k 3,,y �_��st �:s-� ,�f� (/�1�1 i`ri.�� 1 l..C�.�t-� 2 I.' �1_ i l T- �r ��1.f d �i;� F�.r 1` f O J `il f S ---;,.',,w,�`" .s�. .0 3''':::;� z.r,. �:aF:�`.'r�'r: 1�. 1 t �/Y�, I �j I i t L i PERM T DOCUMENT TRANSIVI TAL Spokane County Division of 6uildings 1026 W 6roadway Ave. Spokane, WA. 99260 �roject Address: Project t� Business Name: g� CONTACT: hone: s Mail�n� Address: �z�� COORDINATOR: .A�� Phone: DOCUMENTS CIRCULATED Descri ption o��.� C'.c',�� 1�Ir��_C�►� K, x- X �11\.� 1 I I i i i i i I ii ra� Cra a�� S'i,-1'.� -Qj,� x r. x Received By I I Date of Tran 'smittai: 2• I•� 5 Circulated by: I�~��p��p DEG 0 4 ygg� sP��-��F c�r��nr �GOwEER Noventber 14, )995 ROBE0001 Mr. �►ouglas W. Busko, E.I.T. Spokane County Fublic Works 1026 West Broadway Avenue Spokane, WA 99260 Snbiec� Pi�st Avenue Widen�ng 9320 Bast Fitrst Avenae I?�ar po�g, Thank you for taki�g the tiactie to work with ate on the slope des�gn of the above referenced project. As you may rec�ll from our oonversatio�, the cross section and curb d�ign slope.� for Finst Ave�nue are not within Spokane County's desirable However, the proposed desi�gn will pr�vide Z08 swale treatment for app�xinnately 40g6 of the project, Enclo�ed are calculationa for the curb inlet, stt+eet drywell and the on-sibe 208 swale and drywelL A soils map has also been included. If you have any questions please do not hesitate to caD. Sinaerely. DAVin s Assocr�►�s, IrTC. Dubernia D. Bales, B.I.T. enclosur�es ydn�ttt�.�r ��AWR�C�. p s s� �O� 9 28290 �,�C," 3 F Fa,�R�� s, ,s DAVID E' r�NS AND ASSOCIATFS, INC A PROFESS1AtiAL 5ERVICL.S CQNSL�LTING FIRM �f RcS OFFICE5 I� nR�GON, WASHINGTON, CALIFORI�'IA AND ARIZONA WEST 110 GATALDO SPUKANE, �/ASHI�VGT01�R 99�01 i�09� 327-869a �AJ�( ��09a 3?3-'345 Number of pag+es-�tnduding�cov�r�sheet �'to9e ta� If y�ou dari rec�el+re ette ntunber o! p�s tra6�atcd� m 1'O: l '�..I. T FROM: f�� r_. a Sbe�a.�� C�u.. b�� David� Evans and Asscciares, tnc. ac 1=� w. Q�w West l I 0 Cataldo Spokane, Washing►ton 99201 Phone: ��Q Phorie: (509� 327•8697 F� FAX: �509) 327_•7345 Pr�ect: 1 ,REM/1IiKS: C� Ur�z �t For Your Review Repty ASAP For Your Inforrnadon r� A A fl �rl J c� L" e�/ t� ��1 ii v �1 �J I l �t 1 i I r cuR�-e Engtneers Pnoject F�RST �1vE. )WAY AVENUE Job No.: ROBE0004 �9260 Disc.No.: Fite Neme• ROBE0o01 IOiV DATA Ol-NowB: v,'�dih ENTER--> 20 01:26 PN�� EN'fER-> FIRST�AVENUE ENTER-> RIGHT TYPE'�B� COUIdTY ENTER=-� V�►RIES IIAINIMUM �IAAKIMUM Curb EL �Cutb EL. Edge Peve. fER SLOPE EDGE DIST. '6 SLOPE EDGE DIST FROM (-4.5'6 (-2'S to Gu�� CENTER• PAVEMENT C/L. TO C/L TO PAVEME[� EDGE PV�ul1 fi�m E/P FROlN E/P'+ SELECT- Deg�Bn 'ATION LINE ELEVATION FJP EOt3E PAVE 96 SLOPE TO CURB CURB HG� CURB HO'T') EO ELEV 96 GRADE 983.83 #NALUE! 1963.62 t2.00 -1.75 #�1/ALUE! 8.00 1983.71 19�.88 �883.94 -1.00 983.84 0.03 1'983.58 11.60 •2.28 -0.11 8.50 1883:65 19�i.�3 4963.70 -3.79, 983.87 0.05 1883.66 t 154 -t .80 0.1� 8.50 1883.73 1983.91 1983.98 -0.93 983.93 0.10 1983.70 11 '00 ,Z.09 O.a6 9.00 1�83.75 1953.9� 1�.65 -5.80 983 95 0.03 1983:71 1100 -2.18 0.01 9.00 1983.76 �19�3.95 4984.00 -127 Page 1 Z0' d Sti£LLZ£60S �D65�i '8 SNt�t3 Q I nliQ 6� S6fit-60-f1�N ��Q A p5P„�-F'AC�NG v d CRUS�p SUR i C�pURSE A g� �,p I �I o 8 b e r tr f r�~" ti �i' �L"'� �t t7' o s .,g �.i y �Y Ko s,c� a ti '"ti D y i I !C• D 4 s M p d t 236.1tY PAV�A�l�1T sti- r 23�.10' SR�KI1NE t ENT APPR�ACH 86.� 36.67 P�VEM 40 CaNC TAPER/�'�� 43.2�� 1540' RAOlUS AT Ft v 1 AMD GIJTTER SEC�1t}N L a °D a A W FtRST I- O ,+�►o Z+ao 1+ o+�o E �a ;�ya` :P r: :y f ah�` �r PRC�`�n M y� t i Ji ,,.r�P: i r r�/� ►NS►TALL Q Z �Rg INLE� L C a STA. 1 +41.00 ��n �titE o� PRpPpSED BUN.D�NG 0 r je A' s ,.r r •r, s x 'w'� rr F c �t� A 1 x. f d j :-w' ,ti y r �ayp r o c ��A o a t a e f r ti s Y s Y o Q r IDENING .�pE 8 �CtJRB 40' CONC. APPROACH 26.80' OF CURB a a NGTH 161.�7' o� 0 n c�i M N� d t� A VEN t1 E 2+gQ 3+Q0 3+� 7 T 4 7 L� t w `1 N�� r p "N fi '''�r.�. J Y ��Iy �p, 2+66•�� A �TM �E 1 t�ATE y,�1883. RIM EXISI1N� �It�aG r SPOKANE �NVIRDEPTANCERDWANC� ��r�***�**�**��+��**�*�****v��w*��******��x**��*��**��*�*�*******�*****�**�*��**��* DATE of �]NS; C?ctvb�er 6, 19�5 FI�.�,E I�tJI�[B�R: 9�(�07194 L[}C�►'Y"IO1�T �F PROPt�SAL: 9�2�0 E, 1 st. �we. Sp��e W�t. 99�Of DFSCRIFT��I�T �]F PROP�SA,L: To �ar�struct �n 8 s.f. building for starag+� �IZOP�I'�ENT; A.1 Robertson, 9320 Ist. Ave. S�uk�ne �Na. 99�Q6 RESPC��1'SIBLP� C?�CLAL: Ja�mes L. llrianson, Ui�ector cla Thvmas L. I�avis, �e �amp�iance �c�ordinator Sp�kane �o�nty Depactme�nt of Bu�lding and Planning 1 �2b B�dway Spok�ne, �Vashingtan 9�2EU l509)45f -3f�7S Th� follawing atta�hed commentts� becvrne part of the �hec�clist in accorda�nce w�#h Secti+�n I 1. X0,16�0 �af the Spok�ne Fnviraanrnen�al �rdinanae and aciop�ed pali�i�: m Camment� r+ec+�ived fron� Fstg'�nee�ing I�e�urtment and Spuk�ne Count� Air FaLlutian Contro� Authority. A Qapy �f th�s Comm�t Acceptance to the �nvir�nm�ntal Checkli.,st was rnail� ta: App�icant 5pak�nne �o�nty I�n�neer's �€ce 11�r. �I ��bert�n ��r� Bill H�mmings 'VI�'�shi.ng�on State ��pt. of Ecv�ogy Spokane Covnty► Health Dis�ict F.�u�fln�e�ta] R�view Se�etion 11+ir. I�avid ��rink l�+is. B�� Ritchi� �i�e District Na. 1 'Washingtvn Stat� Dep�. of �oc�al. H�alth �ervi�es Mr. Paul Chase l�rir. Tom lustras 5p8k�ne �ounfiy► Au Pollution �ontm� Authori�y �Vir. S. �clwar�i Hayes Date Sig�atur�e t 1 *�*+l��k��k*�*�k��k*�le#*�#��k�k�k�c�k�k**�*�kaK�K*****�***ik**��ok�*�k��k��k�kak+k**'+k#*�k****��ic�le��k*��k�4***��k�lc�lnk� 4 S P O K A N E C 4 U N T Y DNISION OP ENGINEF.ItINC AND ROADS o A DIVtSION OF THE PUBLIC WORKS �DEPARTMENZ' w� A Jot�.� P E, Actu►g County &igutieer Dennes M�Scott, P.B., Darector IIAEi11110R/aNDI�M DATE: October 16, 1995 TO• Tom Davis FROM: Doug 6usko, E.I.T. �v SUBJECT: SEPA Checklist for Alstart Building, E. 932� 1st�Ave. No 95007194 Compiiance with the "Guidelines� for Stormwater Management" is required for the entire_ pa�cel. Applic�ant should contact the Spokane County Building Deparbnent for compiiance to Fire_ Apparatus Access Standards. For any �new or modifieci access to the Public Right of Way� an Approach Permit wdl need to be Yobtained. Typical road improvements will be rec�uir�ed for developments of th�s natu�e. These imp�ovements will incfude addi�onal paving, construct�on of curb, and appropriate� drainage faciliities 1026 W� Braadway Ave •�Spokanc, WA'9426U-017D •(5fl9) 456-3600� FAX (548) 324-34?8 TDD �(504),324�,'1166 A lS� SPOKANE COUIVTY ��,�,p�,��R AIR POIlUTION S P K A N CONTROI AUTHORfTY W�ST 1101 COLLEGE. SUITE 403 SPOKANE. WA 99201 •(509) 455-4727 Fax (509) 459-6826 Date: October 10, 1995 Tv: Tom Davrs Spokane County Divis� n of Bwlding and Planrnng From: S. Edward Hayes Spokane County A�r Pollution Control Authority Su6ject: SCAPCA COMMENTS REGARDiNG �ile 95007194 Thank you for the opportun�ty to comment the environmental documents subm�tted to our office. Following �s a list of concernsCssues that, at a minimum, need to be addressed for this project. SCAPCA encourages proponents to contact the�r offices at 1141 West College, Spokane, WA 99201 for addit�onal information. Ail air pollut�on reeulat�ons musi be met. Ai� poli�tion regulations require that dust emissions dunnp demoi�t,on, construct�on and excavation pro�ects bo controlled. Th�s may reqwre the use of water sprays, tarps, spr�nklers or suspensron of activ�ty dunnA certain weether condit�ons. Haul roads should be treated a�d emissions from the transfer of earthen matenal must be conuofted as well as emiss�o�s from all other construction related activ�ties. SCAPCA strongly recommends that all travelled surfaces (i.e., i�gress, eoress, park�nA areas, access roads} be paved and kept clean to m�n�mize dust emiss�ons. Measures must be taken to avo�d the deposrUon of dirt and mud from unpaved surfaces onto paved su�faces If tracking or spilis accur on paved surfaCes, measures must be taken immediately to clean these surfaces Debr�s Aenerated as a result of this pro�ect must be disposed of by means other than bummp �i.e., construction waste, etc...). Fa�lure to meet SCAPCA regulations may �esult in delays, closure and civit and/or cflminal sa�ctions. P� itUtd" t�n het'.F� Pd,3r r r S�' Q�� 1�7 L C v U 1�T T Y D1VD5I�N OF ENGAVEfiRA'�TG AND ROAD�'i A�7fl►�SION O� 1'�E PUBIfiC Vlf 01RKS D�'A$TM$NT Williani A. jol�,s, P E, Actiag cauuty Er�gineer Dennis A� Sc�tt, t'.8 Director DATE; Octo�er 1 fi, 1995 Ta: Tom Dav�s FRO�Nf. Qoug Bllsko, E.I.T SUBJECT SEPA Chec:f�list farAlstart Bu�IdFng, E. 932U 1st Ave. h�o. 950a7�! �4 CompiEahce �r�h the "Guidelmes for Stormwra�ter I�Aanagemertt" is r�equir�ed f�r the ent�re parc�i. �Rplican# sho�td c�n�tact the Spokane County Bui[ding Departmen# �or campl�an�e t�o Fir�e Appar�tus Access S�andards. For ar�� new or mo�`�ied access to the PubN�c Right of 11�lay, an App�aach Perm� will need to be obta�ned. fiypica� road impro�e�rt�nts wifl be nequineed for d�v�elapments �f 't��s nratur�. These impravemen#s wdl r�tclude add�ional paving� +�ar�stru�on of curb� and approp�nate dra�nage taciiifies, 3cra� w��y s�, v�� s�z�oi�a tso� F�,�x, s��s �a ��,s� e DETERMINATION OF NONSIGNIFICANCE FILE NUMBER: 95007194 LOCATION OF PROPOSA►L: 932Q E. I s� Ave. Spokaae Wa. 99206 DESCRIPTION OF PROPOSAL: To construct an 8,0� s.f. building for storage PR4PONENT: A1 Robertson, 9320 E. lst. Ave. Spokane Wa. 99206 Responsible Official: James L. Manson, Director c% Thomas L. Davis, Code Complianoe Coordinator Spokane County Division of Bui�lding and Planning 1026 W, Broadway Spokane, Washington 99260 (509)456-3675 Spokane Cflunty, the lead age,ncy for this praposal has detsrmined that it does not have a probable significani adverse impact on the environment. An Environmental Im�ct Sta�eement (EIS} is not required under RCW 43.21C.030(2)(c). This decision was made a�e.r review of a complet�d enviranmentai checklist and other information on file with the lea�d agency. The information is svailable to the public on reques� There is no commeni geriod for this DNS. [X] This DNS is issued under 197-I1-340(2); the tead agency will not act on this proposal for the required 15 day review period �mmencing on Octgber 9_ 1995. Comments pertaining to this checklist/determination must be submitted/rece�ved no later than 4:00 p.m., Qctober 23 995. Date G 4� .i Signature You may appeal this detera�ination within 10 ca�endar days a�ar it becomes final: The Bo�rd of County Commissioners West 1116 Broadway Avenue Spol�ne, Washington 9921� The appeal mu�i be submitted in writiag no later than 4:00 p.m., �rembe�, 1995. You should be prepar�d to make specific factual objections. Contact abave responsible offiicial to rea�d or �ask about the procedures for SEPA appeals. A oopy af the Detern�ination of Nonsi.gmificance was mailed to: Applicant Spokane County Engineer's Office Mr. A1 Ro�ertson Mr. BiU Hemmings Washington State Dept. of Ecology Spokane County H�lth District Environmental Review Section Mr. David Swink Ms. 8azbara� Ri.t�hie Fir+e District No. 1 Washingt�on State Dept. of Social Health Services Mc. Paul Chase Mr. Tom Justus Spokane County Air Pollution Control Authority Mr. S. Edward Hayes T a SPQKAIIE EtfYfROtQlENT11L OROINAKCE ly:l 19I-11-9�1 Sccttoo ii.i0.23011) Eevfro�as�entai Cl�ett)1tt f 11e Ko. tu�ose or thccttt:c: lAt State invlron.entai oolieY ltet IiEP�11 ebapt�r ��.21C RN reQulres all qoven.�ental �qenetss to eanstd�� the e�►Iro�ntsl leeaaets ot a oroaosal Oelore w�klaq Aeefitons. M te�/ro+ueet�l lopaet St�teie�ent �EtS1 wst Da Ot�+*� ail O�ossit vtth proba�lt slqnitltae�t aQ��rs� tmpttts oA tke qwlitr ot tM tu�rlro�.nent. YAe pve�pose ot tA!= eteesltlltt Is to provlde tato�atloa to At10 ��nd tM �9uoep la�etttr t�pact• �row �rour propas�l i�nA to reQuee ar �rotd fepaets tro� tAs propotst. It It eu� Oe danel an� to AetP t�e �qeney Aettdt whetAsr tn ttS It irequtrsd. instrvetto++4 tor Npplleeatt. TA/t enr/roi+.antal chedcl/st ��ks Yoa te Q��erlbe soee pattc lnton�t/nn �bat �r pr�osal. 6o�en.rtntat �pene4et as• this ehetl�ttit to QeC�r�l� .rHeti+tr tAt tu�rtron�a++t41 /apaRs of yam or�osal •re slqaittunt. �cputrlaq prepsntl�� of �e E1S. Amvar tbe avatttoat �rtetlr. v1tU tAt uost pretlst lato�sat/o� kewe. o�' 41�� th� best �eteflPtton you eaa. Yo� w�at ansver e�eA puestt� aaurits:� s�4 :tr.t�tly, to ths eest o�' ywr tnateQqa. In aott eifes. You :harld bt ►Ols to �sve+r tbe �estloas t� yvur o+n+ aQsern�ttons or oroleet v��m vttaont the eeed to Atre �s�a*es. 1t yoa �eilty do aot b�+r aie ae�swr. or 1� auestlo�+ does Rot a�lr to youi- Oeaposal, rr/te •ea not t�a+r' o� 'does e�ot tpply.' Coee�lttt u+swert to tke Qutttl0�s aa My �vo1d nn�eee�N�y dtl�ri lit�. 3oae quastl�s �sk sOwt qorern.�entat rs9nl�tlaas. sueh at sonln9. •Aorstt�. �n0 la��rt det/qmtlons. Aat+�er tAss� �uestto�es tt ,yan ea�. 1� rou t�re probtews. tAe qors�n�entil sqeectei tan asstst ya+. nte CAeetlltt �teftlO�ri apD1r �o a11 oiftf Of yOYr pT�0i�1• tren 1t you Ot�n to Qo thw o�►e� oertod ot tt� o� on dlNercnt O�rtels of lanQ. Attath at+Y �dOttton�l i�toraatlon tAat �I11 aeser/6e your propos�l or tis t�lro�eat�i ettettt. Tl,t �qsaty Lo MhIcA you tab�lt LAts ehettlitt ny uk rou !o e�1�14 �vr �asvers o� Oro�rtde �ddltto�l lelofwtien rt�fo�tbly rtl�te0 to �te*olal�+q 1t thsrt �r s�o�,�rteaac adrl�! hvttt. Iks ot ehedcttti: ror �ro,�set vr000tal:: Cosplets this �edcltst ta� �e�ro,}est propoait. er�n tt��egh pue:tfo�s uy bs wrnr�e •aoes aot �op1r'. ftl �1T10�t. eo+plete the SIfP�TAL SMFtT iOSt KO�OJEJCT �Cf10�lf1ratt 0�. FO! 11ol�r03lCt tCtfOAt tA! r!/QT�1lCq 1n t11! Chldt�/ft CO LAt tiQ�Of '4!'O�C�i `�0�1�C�Rt�� nd �O�Per� fit!' �noutd Oe �na �i �pt�0ia�� •pre�ssr urd •atfe�3dQ qeoqri0A1C a►a�• Rs�eCt1�lly. A. �AL�C� t. �a.e of pr000sea projeet. �r .opt�easles t. �ea.�s ot Appltesnt: i. naan:: a+e �e or .�t�u�e coecae� oer�e �f l� f� t. aee eAedc�t:e v*�o+��: S. Aqent�r eed+ee�t 1 eq et+eet 1 f st: n� 'u}� 6. ►roprostd ts�fRq or uAedvlt (1�1vd1� pAtsing. tt tppituplelt S�� a. Oo you h��►e any plans �or te�vn addttlons. e�MStoM vr /v�xr aCtivltr ni�ted to or co�eet� vlts tkts or�o�att ru. u�lstu. '�.f� m. oo you o�n or lu�re apt/ont on l�nd eea�y or a4sseeat'to tt�1• pr+o�os�lt lt �ret. exptatA. d. tift anr tnttironseat�l /efotr�Noe ypt luwr �Oo�t tb�t h�= seen p�equu�eQ. ar r111 bs are�ared. Qirsetir reiated ta tbf• proposol. L�(3 u�'' r�c.1 a�.zlt�s� s 3?'OTJiJfC LlfVLI101Il�KiIL. O�iNA/tCZ +C Lf�-Li-1b0) S.ecloa LL 10 2�(1) i �7i0'CLtO ttoatiawd� p� �ao t�anv vtweb�s •o}LLeatlem� .e� p.odta� [�e �o•aea.aacal �pO��sl� o[ och.r �copo..�� ttcactlr sl��eclas Rl+� Ocooacq cawc�a� by porr 'tefa�al! t� r�� ty41�. �f I11L1_�� d�CZI� 1. LL�e uy �o�searst �pev�aL et �+e�tt• ehat rtLl M eee�sd [oc �Mte�. [t hawn. V r1 i. n ,�c c ll. Ct.� s �rl�at. ea�oi�u t��ee!!�� o[ rous oeoyo�+i taeludlat t1+. �eoMs+t wa• ub cM �isa ol tb �ce�set aad �it�. �ae� acM saoa�al �e�s�efoos Lue ts tl�t� tbaeklLat tl+ac ut yor t� l��eciea csctsta �pata o� �ouc �copoaal. Y�u Io wt �ed te ena�t tMs� aw�e� �u tltiis ••t•• �Q s� Q� Rlr'�,,� 5 �a 4 S 2 a� �'/�t f. �s w 1 �55,� �J4 �t D IV U C C� Iv t..� 0'�1br �c- .A �L�i P[ta ct,� �r� �0 P gLp v2 1i7� l:. EsaatLn �t ti� /ieN�. Ctw wl[fataac t�t�e�s�{� t�t s. �as.s.r ee. r�s•• Lwst+a d fwt �iol�� I��. laC3�tLas •ess�c a�teaa. i[ aq. awt �seel�. ewwl�tt art snp. tt k�wn►. it •�e�rl w�l� �a�.w� �s a�s�•�t �eM. �tav�t� ttN saAt� *e Mv�lades �l eA� •tc��1. �sa►�ts l�i�i l�sseLKf��. •tt� �Lu► rlelolq �s►. ar tqetts�taa �f. Lt eswn�ly aea�L�L�. �iL1s y�t al+ourl w�bdt an'laa� tat+�sd b eM K�l. T« at� sot ss�il� ti t�ltwt� v�� e b�atls� tLN �bsits�t r1tA sar Nesls apllaa�tss eelatd u �t+t� d+sakttu. �€f LK �,Q �2i'�v� i r� �SJ 7,� Q F -t �r �s ��1�N �D �`I�� 2�0 .c 1 -c.r �'(.a 12 ST E �,L p L�T .s�� r �P A�r� �,c �-v �Cc�� /2��L�'� 6 �Y ��?a a'� t�. Oo�• tl�. �e+�p� aCCtn it� vtslsa tA. y+dt�r f.�lel�. Acsa tu/Ut :�S Gase.� f.wc f�evlea Acnt :M teloeiq fwst tseKa� Aeui :ba Ctcr e[ spl�ao�! tSt�: i�kas� Cw�tt •�t11 O�e41 A�� t�t �a�tdasia�). `�.�-S ��w�2 ��s :O tt COIQ�S:La R M'LIC.�if!' ��lwcAa �ee 1��eet Oa� Oolr 1. CAx."l1 Geac�l ta.cd�ci� .t cha �it� (atee�� )t tLc. nlliu�. Atll�. �c.�' �l�N�. �acai�eu.. ott+st t SRuc t� tM �tMMsc �t�oa ttM �tc� (�ersWc� Nt�t+at �l�N�! e. wac ��a�e�l sTt�• �etL sc. �«tat M ctr �it� �l�s .saql�. �La�. �•ei. Rawi. ou�. snat)t �on kwv tt+� cLattiutl�o� �i a�t�e�dc�ttat sdL .o�aur .d MR� awf /el�a ��etLol. ��r�L d. A�s tMeu �vt[ae� tsttc�Cioe� •r �lst�q +urtaU� atL t� ttM {��/lau vtcldt�t a. taseetba. y 1 SP0IUNE [MYtROt01fKTJ1L' OACINAHC[ 1YAC 19�-11-9b0I S.etfon 11 ,10.t�D(1) S: Eit111i1Ot0�EKTAI 0.EriEltTS(contteuedl `Elrsluot/on For Aq�ncp �se Only Dett�lbe tA� purpost, trpa. utd eppevxt�rte pwatitte: of •ny tltlt�qror q�adi�eq propostQ. Ind1c•• t�11. �l�'� r R��-+ F.�,[� �Gtc' f. Lou� sloe oacvr �s resnit ot elearinq. eonsttvctlon. or uiat l/ so. qene��lly daurtbe. 9. About �t oerceet ot uu tite r11i be e�rsnd wtte tspsnlon� »�aees atter oro�eec eonstrac ttoe �for cxamplt. asoAslt o� bu�ldt t11 �'a r �h. Pr+opotsd �svres to rednCt o� eoM�l erosloe. or otAe� t�p�ttf to tbe ta�th. 1� aRyi ��2i45S t. �ta VAst t,rpe ot a�atsstoas to t�e .1� �raute �avte t�ao t�e pro�osal I.e.. d�st, avta�o0tle. odoes 1Rdvstrl�t. �ood :a�ots) dvtteq �oest�Ctta� an1 Ne Orofeet 1• coapl�tRQt �t qtusr�lly datcr/0e tRd,qlre tpp�tlaate awattte= ff knoro. lY-Ll"�� e. I►� tl�ere �nr att•stte tour�ea o� sfptoat o� odor ehat s�y �tl�tt pour Orapo=a1T 1� so. qa�erally Oestrtpe. e. Pro�ostd oeisnres to, nQnc� or eaAtral ��fsatons vr oeAa tapaet: to at�. ft any: r t� l. yATER a. Sv�f �ee: (11 !s tAen e�y svK�e� w�tt� OoOy oa ar la tAe twudt�te �IelAltr ot ttK slte lnetu6luq par rovnd �+�d sersonal :treaas. siitwter. lakes. Ovads. vetl0ndill tf res. eesertse t�rpe a� �ro�lde naioes. lf �OOroO��u• st�te .A►it ttre�o or Mrsr ft tlovs i'nto. Yf11 N� pro�sR navt�e anr Mort orer. fa, o� +e�.es�t w�r�cb�� :oo +ati ch� �ar�e�a M�ters? If res. please Iett�lOt and att�tA avotlable'�loes. �kr--f�' g t Srof�Wt L�tVUtptRSLt1LL ORDt�tAltt? (YA+G ltt-tl-t8 S�ctloa 11 10.230(1� qn►t�1RAL C{.L`d!{':i (eN►t�awd) N�LratLo• Eoc J��aep 0�� Onir C�ciMt� !!N asouat a� till aae I��d�� rat�ri.l cl+.t ro�l� olat.d !s oc n.o� ttor cM wttace wtte er v�cL�d� so� ladit�c� tM ae�a �I e!r •it� tlrt vwi� N aI[�e.cd. iadtuca cA� •aatcu e< <!21 �st�ti�l. Ri l S l�E Qn c� '�Q 2E Y4-5. O ��4 �,t Vlll tM ��o►o��l e��s� sattae� +�c�t vlttdar�l� es �t��be�! Clw �=ea��al ��aeKr cioa. peqe��. and s0*soxl�cs tmati�i��. t[ k+�a�e. .,,�'f-r 5cJ �e �u�G {.�-n� JGUi'� E 1 9 C L�.r.r..Y w M (S1 Oo�� tAs /tep��l lla •Lehta 100-�►e�� l�a� �L�Lot tt so. sec� taestta� sw tM �It� �Las. �'o �7� e u� (i� Ooa� th� �espoa�l LsMSlw aa� ttrelrt=�� +n�t� �ac�si�t� te �cdaa� �racac�t it �o. d�seel�s tAa qr o� w�ta aad uet�ipcd wten� QsehaR�. lY T f 1. Csew�s (1) ytlt �e�+wtwut N.rLtldtara. �t K1� wut 1� tt�alist�e� ta �t�watwsset Clw �a�aat lr�etf�sl�a� pep��, �wt •pe�nclwau �w�atltl��. t! lauru. (2� O�sattl� �uce .�t�tia1 tAat M lL�cnae�d tst� eAr �s+w�! �t�e� s�tla c� 1� •tlu! �+at[sey rut� essad.wc �aeillq. O��etlw t!r pstt�l �ie� �t ttr q�ta, tb� waM! Aea�s� t+ tir s�icra� (i� �}�plte��1�1 tM s+�s� Msaa� tM e►st�s(s1 �er ��eRSI �eer�. O�seelb� �e� yste��. •eMs tAa► N►�N ��t�ul t�s tM 41�N�1 a�staas� wsc�. ta�t�11�0 t�� tAs peru tiseA��rls� �1r34• 1sLw N�s �eand wt��e• (LRCLola� e��sa� ataA a. cposa cM lL.�e.�l �t .cen� wur �s fcatw�� ca� tio�t ��las). OaacttM �M t� tf�t��. tM s�wat �t �t�Kal t� w �lapas� tArwih d� �y�tts a►d tM qM� �I �at��t�l� itkely to bs �t��a�d o� (i�cL�cdla� �ataei�i� M�lta .ar .acat tA� n�t� toa4wKntlY tltta�sb �Pitl� �s a� a taa�ic �is�ti�hti�� aeti�tcl��1• ec f w: Cv�t�� l,�v! 1 S�'10 1fG.� t ��va n �dclii�•S �c�, S14»rn w?�. 4� (�I �t11 aa� ee�sta�l� (.�►satsli! �spate s�l�aac• �e res�taM �wla1 0� st�a1 i� aMs�+- =�e�s� �c w��t�rw�1 se��s�� taduf U s�. wat cTN• a�t ��atl�t�� K.�t�rLaL K11 1s •ces�a! �1�� 4 �}�ot.�u+L n+v�xa� osatr�uca �1IIUC l41-11-960) S�cctoa 11 10 2�0(1) 1. OloLtOf�W. Q�7r:5 (eoact�w�d) [v�tratioa toe llssscp Yq Oa171 (3� VMt pcot�ctiv� �r�atic�� vlll e� t�4ao to to��r� cl�� 1�1t� oc �plll� oC Ro� eMde�l� �to��d or �ns! oa •!t� vilt aet se �11evsA to p��eol�ts to �touadv�e�< <tA�� toclud�• oaanrt�s to 4�+� tA�wtt�l� out o� al�po��I ��taa� d�ecsil+0 la �b(1) �od �K 3�t ��.L� ��f��.L� E�'l t. Vat�� Iluao�t (Laalndln: �teeo r�car)s (1) O�seci� t!M �eare• evmo[t t►Kivdl� �con raea�f �oQ Mda/ ol aal3�ettea an1 Al�po�al i[ �e� (Laelude �u+ssitia�. keoraf• VMr� •ill tht• v�t�r tZort V111 tAt• .�t�t t1e+� iate •eM� r�NT�! it �o. I�k�lD�. �:�c�.€� C i1 .�►i }�l Gf�/ /GT�llS P� R—r r �c�. L�,..—r��' (1� 7tli �n� ctr�lesL b� •tond. Mtdld or wf0 �o tb� �it� W► l�e�tbs v1at� ••ot3i �t 1�•k vill �rsla co •vc�ae• e! �eavndv�t•r os to sROis wt.e 1l�Ma� yscr �1KMtttq t� srKaea er �tan+d+�estt o• C�rL! vait• �at�elal� �otas �rva�t �r sstt�c� raqt�l Zi �sps�lly 4�artM. d. hop�sd sss.ae�� ce Maa •e e�tnl wetses. tea�d. ad c+a��i rasar ls�acc�, lt aa� (Lt t ela �s+op�s�� ctto� ll�• vtzl►t� slM ��etter S�n�itiw Jls.• w��t tLsae �a �q3a�eiw e s�l�tte= to laat2lci�• eaae�saty t�e�isn� 3rta1. �K��. ��a(3� �t etsis el�sal�t�e)� �D� �e1 oc cirei. t�p ot ��catL�o laead eA cA. •tcas dKLd�+s teht ald� a� 1 ��/aa. ocMc. �..��er�n te.ee tle. e.��t. �ta.. otMs. iAtt�b�. se��. pa�tYtt. eeoP ec �sale►. wt wli �l�et�. wcc�tl. �nttarc�o. tiulltr�t►. ��wte tabba�a. •tbat. wtu �l�ntst �.atsr lillr. «3�s��. dltoil. otb�c. otMc qp.s o� r��tt�tion. b. Vh�t lcied aa! s�atat �t ��c�tl�s �rlll N tasers� �s alt�teQT K�L4�� T tr��S e. Ll�s cAr.at�ad ot �adaa�a�sd •paet�• tNys s• M�n ot sue sb� �it�. L�� ho�e��4 Led�tapleU. w� ei �atiti �Lst�. �t •tMt rasana te �tu��ew et sot+aae� ��utto� oa tba �tts, tt anls s �p,t1� S s l SPQ1CAxE EtfYlR01�tEKTAI OROlNAFKE AC 14�-�1-96Q� Section il 10 230I1) E11YtRa1olfNTAI ELEMENTS (co�tlnu�edi E�alu�tfoe Fa� Aqentp Wa 0�iy ANIMALS a. tfrete �er �irQt �e0 anlmalt �hlch �are 6eee oaser+red op or nnr tha�slte or •re tnorn to be o� or nea� the s1te: �bt�Qs• Qwk. haron. e�qle. toe9blydi. othe� e�emaals: aeer. bes�, elk. beave�. other r11� itth: bast. t�taon� tro�t. herrleq, sKellt/sb. oNtr: othK 0. �ttc any tlu�e�tened or e�0��9e�eQ�sOettet tAOre to ba oe or aar ths tite. �Q,dl� e. i: en. :�ce o�n or sfq�atton routel tr eW�ata. d. PropafeQ oasares to vnsMra ar eN�aRct vtlQiih. tt uyrt �rd.(GdsLial S. QIER�iY AI�O 1tAtUiW. RE5011RCtS a. vhst tierds ot enerqy leleetM�, u�t��l q�s +oaod =tore• tolt�t M111 bt ated to �eet th� ths �ompleted pro,�ett's anerq�► needtl O�ter10� vheNeer !t wiil pe Vsed /or Aaeta9. aa�fte� curtr�q. etc. L.�ir ��J`fi'� b. uo�rtd Y+our profe� alfect ttte potMtt�l d:� et tolu ener� by �Q�teent oropertfe:t It so. 4enarallr OesCrib�. �J Q /i�' 0�4Q 7Y� ��'h-� C. What lt1Mf a� �aerq� const�r�No� le�trrst �re Incladed le t�t otaas ot tbts Qr000pll �ltt otAer penposee �.eatures to �uee ar aontroi tatrqr bpatts. 1� sept f`�(�.1� 1 EltY1R0141f�1T1I� NEI�Ci'i! Are ti�ere a�r e+��lro�nt�1 h��1th Aesudt. Incl�4iaq t�powrt to toxlt�thdHttls. �tsk of �tre aad e�iotlae. tpi ll�. o� Aata�vus ratit. tl►�t �atid ooNr as a retvlt ot tbls 0r'opos�li 1! i�. ae:crlee. 111 atserfbe rpeelal ea�erqent�► t�rlus t�ut �/gAt b� re�al�. dZ� ��J41�r 1„„ �,GE S A� F�E� �D srawrc cxvtaoa�aKU�. owia�a�= 197-3,�-460) f•ccton tI l0 2�(1� L�Syfi�y0}RQ1fZ�L, t1�fi'S (coaciewd) tr��wtloe �oc IV�ory a�a Od� Lp9i1lO1CStJf;AL lSLA4.'�1 (coaciawd) r �2) t�opo�•d M��ue�� to ��Owce or coateol :.�[otwat�l l+��lcb Mt��A�. il •ar �p� /3C 1= �1Q&..S ti. �lotsss (1� VAat c�o�� o! noi�s �st�c la tM •ras vAiQl+ �y �tt�� yw� �es�sat (toe ��uqL� tt+dtit. •�rio.�eot. oQ�e�tlee. otRss! ,�,lORr7,� 7`R�4 FF[ G (2� ve�t t�o�• sad ls�eZ� o! aofse won10 M etsattd b) et srsoetat�d w1tA tb� ►ea�et M� �Aocc-c�es ot looi-esss b.�t� �to� �mplss cs.tlic. eoe�tenatiee. p�tatioo. otde�! ��ss vbae Ao�ts eoi�e vo�tld toN lsow tM •ita. n�c J�tt2 U f T �oa c�"7s., W S V�RT_ Lo l..�.0 oL F�,orr_ r�u��vE�S S� teo�ossd w��s� to �a��e� ot aw�stoi aots� Lrpses�. tt aiqt f�� a. u� rwa sx�aa.ias usc MMe i� tl+e eneree►t ws of cAs •is• aaA �d��eeat �rap�stl��? 5 L� 5 C�1��r /3r��2.t' e. 11.� chs �tte O�vo wa tot •�tteolebssi t� so. a��eritia. N e Oeaer!!+� ny �tsdate�.• oo tAs �tta. ��C STl �tJ G ��.�,Sl� $S d. V!» an� •tedetas�• w�esali�M�t I/ M�lebt fY e. Vl�st l� tb� es�sseut se�sts� e3s��ttieaetoa o! tM �it�f t. 1�lu►t is tM edee�ot taap�a6adlrs PLo d��i�eioo et tiw �1N! .v 5 IU C.'w'I��1 �67LY�t �r1' �Jl VGSu,f V t. t� �ypltesD�s. vt�at L� eM etirssnc �Aoe�ell�se wts� }eofeaw tl�si�tiaa ot tb� �it:i b. aeY p�rt o! tha •lc� bMC c1�Mtlid �w 'aaKio�ecall� a�lliw' as+nt �t' �o. .o.�� 1. Appce�sa.c�i� Aov �raoy paool� v�o�ld ��W� •e roe�l� l� tAa tas�i�tad pe�oj�eti stou�c o�al�uxa �vnc it�-tr-sba� s.ect�. u io tsoti> pArLROlQ�ifTU o�QJfTf ccooctnv.a) S�atwctoa ree k.ic�► a.. oaty Aptesi�tat� �w �f �seoi� veul� tb� aoapl�ta� 9to�set LLapLcaf ��F k [evptd ws�� to ��roi� ee ea�re� �l�olae��at LOset�. tC �a�t i. �eoPe�s� �aasatr� s� anwt� t� Pe�p��l i� aos9actbls �ritb stt�Kat �d �ta}aecs! laal Ys�� aot ►Lna. it aa>> t 5 �J �GU.� r. f. �01� ZltC 11►pe�Lraul� bor �as� +ratt� vey11 �ea�ttd� aart tsdiuca rl+att+�t Atqr. slNir� ss lav-laco� hw�tas. s. Apn+eu.c.lr t�ov ..ar vatc.. ct s.ar. wot� w.u+aa.sdt tatce�a at�sct�.r a�ir. .1M3.-. .t Lv�-lacow� Uoa�ia�. �4N� e. �cape�.� wsrr�� te eetue� �e caaeerl bw�i�s �P�ae�. t� u�t to. �ucrtcs a. Nwt ta CM tslls�e Rsi�At �L �q /[�Ni �tt�ret�t[a��. wt L�e3��t1t� satatw�a�t Vlrt t� RM �daei�al a�t�K�s ►rWlas t�eiil��) �erp�e�i �')C. TC 1� �2. S �3��Fn �c,�e FN�r G. �iN es�� 1. wf+�c rtaM� tM la��/l�t� �tcl�ttr vw�i! w �ls�ne �t e0s�e�etts�t iAr Q 5 �►E D� �3t,� I r� �o� ��T c ��psad w�wsas t� t�1�• �t e�acerl a��tAscia tqsecs. tt su�r� 3 I��KK{SC7/d1I�� t/ i �'e- CC CCC�c�J�R�?c.r �uJ: 2 �n �K C�P ��v ,�o a�►,� rrf <rr� 8t it�Ac ar �JJl� tLLL C�M �COPOMl �!'O�YC�I 'lAat tlss �t �aY varsl� tt �tW �eCettt G� �l-� Ft n�/� E L�,�� r bL 1. CwLt 11�At �t �L� t� `la�s� �e��ct 1� a.l�q l�ud �r 1sc�sL��a K[y �tawt NG c. 1f�ac aaci.cia� s[I-.it� �we�es� �t U�lt� se �tace a�r �tt�es 7aat �cor�aLT i(.1 Q 4 �t000ssl a.astics� c� ssdwe� �e cestsel ti�ac aat �La�� t��sec�. U a��t S �[A� 1C G IttS �A �"'1 1� l 6 f� l4At�I�9 n� T 1 E S StOt'A1fL DRLRONI�l�i11 oftDLj1ANR (v�►C 117-il-46A) S�ctlee 11 10 330(1) 011►2RQlOftliT,Ai, L1�Rl�TS (co4iiewd) tr�iwdee Ior A�.ncr a.. oai! ti �cu�7ton Y1►�t A�st�eut�� ad letoetii t�teuttoe�l o�oct�a��l�� at� le tM Lssdtst• rltiaicyi Yaul� cA� ��oyo�� 9ro�aet �iqLe� �nr asLtlo� tscs�tton�l a��i if •o. a��tcl0a e rroao.�e aMaaer• to hdne� o� conelol laq�cs• �e se�ucfoa. taci��ia� tae��atl�wi ayPoK�at� ci.. co M Peo.lese bp cM vc•�scc ot .{quc�at. it .or �JO�v i). ilif:'+QA2C AM� MlVMi. tRLSt�itA:iOM An cMt�a aa� vLe�• o��aec� llacd et �rop�d f•e oacioaal. �cscs et Lew1 �trus�rs� tloe n�i�ter� tuisva t� �a a ec Ms� s� c0� �icst ti �e. �ss�tally d�uciN. �d b. G�seall� d�sedw aty Ld�e1u �+lN� •t I�laseck �ctlw��loiie�l� �e3�asltla o't c�xea� t•poecanc� 1�aro t• w n•r a�st to tiw �tt�. "L� c. tsa*o�.d M�/Y!�• ce r�A�c� �s aatsol l�pec�. t[ aaTs ��r re.�nseo�r:�noi+ a. ta�acity a�eu� •ttsst� �d bt�b�a a�+rUy cM •it� aM d��ett� �cspa�d �ee�u te t1r s�i�tla� �t�sat arrc�s. Sbaw� •lR� �3aa�. it �ar. l� F'1�U t=_ Z� Q ��.a" �L? L�LLa �•nFr� l�t(.CS 1. t� �tt� evrt�asl� •�ew� y/rf�tt e�as�ttt It ut +A�t l� tM ��PSOSt+.�s� �tst�� t� t1� •Y[��[ Ct�O/=t •CO�� i:��..�i:�:i! 7�i� e. fla.r .sa7 1atltle►s rNcs� �0�4 stw u�tlnst �ssyaet eawt 1lov �q w�t� t!K �e�S�cs �ll�de�ca! �u-' Q �1 5 e. ntu :•s =:at-:-: :.�d�t. .eqr �ar ew�..s ,c:..c.. es lqrora.a.c. c. a�ct.cia� t�. se .ec.au aot LealaQia� !el•�vqat tf �e. [n�s�ll� a.esil�. (t�Ltcat� +�btbc �allie oc �tiwe��. s ��uG o _.._L�.� s 4 �u Y[il tM *eo�eec w� (�s �ters l� sM� tr..�i�� vlci�tq otI r.t.e. r�l�. �t 41s tt�a�peR��Losi i[ w. ��Mt�Li� t��cKw. 1 1 fpp�R p�y��Q�. OAaiNANQ VAC lf��tl-960) Sactloe ll 10 230(l� t. �jRplQ�c",Ai. tLOQKTt (�ootisusd) C�ale�atLon to[ l�aoq Ou anlr l ltov wAtevL�. c[ip• p�� dsr vwld b� ��n�tatsd ►r cM eaopl�taa �e�o��tel t� taova. ladlc�t� vly� p�ak verld oce�►r D�� "w �r�v�s lcopo..d •.�•ues• ce edwe. oe eonctot tsanspoKatfee Lpaec� i� �1qi r, CCE S� �1'�L r S�C'�� S� ts. r�nt.�c sadvtsu Vonld tM peo�aet �asnit te so �aac�and a�s� lo� P►�tle s�evtaa• (lo[ ��pls. �i�� tetsttl�oe• pol:ea Pee:�etiaA hsaltA e�n. •Choel�. �tMe)t T� so. ��eally bseeiD�. r,! M�F G�C�r, �J Rn rt L e. tre�e.ee ...sur.. eo s.aues .s eoRCrot ussu t.o.ee. es �.�ite .anles., tt urt l�.�a �0�.�5 R ��F� a. Cietlt atlllci�s tast a��IL�L� �t eM �Le�t��eatsl ta� ..rrlaa. .utc e� .s�. e��ete q�ees. osl�e. b. Oe�eslb� tAr ut�liti�� tlsat ae� �sep�d el►� �to�aet. tAs �tt3ltr �soKlia� t!r ��enle� atid tb� ;ea��a! ca�utt�ttion scti�ttl�� ea tM sts� �s ts tAs /aNi�t� Kei�[cr vldeb d�ltt M aeadsa. �;,�.�,L� �.�J� G,S f L� �'1 �2 iG[r� 1.1A--'i�F�.• c. strau►r� t. eAa u�a4�tK�asd. �v�rs �Me� cM osnatq et �s��q el+rt e1r sbr� ts�pow�s ae� etvcAtatlr sad to tA� ►sae a� sr lrawled��. r�Lso �tadss�eand cl�t. slonl! sMe�e M�e� �Ui[rl �t�ta�s��aueie� vLlltal laek af [nfl dtselows� �a oaet. tM •�n �a� vitMss� aq �sundwtloa o[ uowi�ottta�ee� chae it d�Ac t��w te taltane� ,vpes Ct�l� el+ectll�c r y o.e.: �'S �eopoo.ec SQ�C1 (Ti.�� Mac .t Yy9t) �e�oPoeaa�r v J►da�apt ZSl�t+atus�y thoA�: /aewe ee�►i�tl�+C (ee�t �L��E(f�T�OlIV Oat.� �Q �l� �A�� Lr' �o IAOttf i to� sr�vr osc ox�.t :t�[� �aae�e(s� ea�t�vioi alrettlsc� �L� f t.�1 �s�ad oo tlLL� c�L� e��t�v tM so�rle�e.raeal a1+aeMll�t �wd �tM� �[tla.ac tsl�erttos. tNa �taltt A. oC�aei�d�a tls�e tA�e� �h se ttew�la •t�ai[iea�+e .�wer� ta0�et� aol e�c,a�sad� t�t�est�tt�• a� aoa��ol�Lesere�. CooeL+�d�� tbae Otoda�l� �l�oLtleane �4we�� sa�rLt�w.nseaL ts�aeta �st�t ��s clr c�et�at �ssM�al u4 s�d• s at�t�aer I�NN �to�cla• �oaul�nl[letae� Kth eedltlotr. 1 a ,A 9. Pt15�� p QA ��t� 1 uG o S r� o ��e.�r"� �o� t A �L 0 ZQ b 6�1 ��4 ep 4. 1 w 1 s�'" Io*�•� qq,g 1 Q 1 s- �r�� 0 a°�• ot�� 't' pn i �N� 1 E t ,1 j�o �.O,u�4;�� i ��'�T 7 7 b z�.-- lJ 1 ,,fM .ti yf y R�-,��rcA��oN 1 �P�-c��.��i�� i��v ��rt� J t '`t h f t t D��c� �.a �cr��y k ,�7 1 t sf a. T r V I� BZTII,,DING �LAIVNING C�( EI�IC�I1��R� l��'F-L t 5 a 4 1 C� FIR� DIST �"T�,YTIES I� S�AP�� C� Y r�>� a w Q r s j s �r 7' 1 't i f F t 7��^} `Y t t r 1 7y� �D�S S: q 3 20 �a s�, s-t �v�,..�� OV�►TNER• �1 .�ob et-t-� n PHONE: Q' 2L 2a2� A�7DRESS: `�32,� 5� �rt.. Q a Z� BUSINESS NAIVIE: 1 S�f'Gts s-}�x ��t,c,,� lc��,i� CONTACT: LO PHONE:5 5 0 Sa 3 R �c.. ADDRES S S� o Z4Z LEGAL DESCRIPTION: �a�� PARCEL r�1JMBER: 5 2� 2. o� r� DETAILED PROJECT DESCRIPTION: g� i�� Se a�-{�� d. �-�"�'_Cf .C"f'GLi �11n r VALUE. i 7 1 S��' 7}' 3 3 T37S ��+5� r l i i i �e. 1 tt ti r r s^'� t C V J�1�/�L�� i 7✓ u �C Y Y Srr .r v` t )C �N. P� 7< s th� e I �r �vn r 1 rn i ��w d A��r x{)�,tii .S 7�T v�8,}� 3+p� S f r y�� n i ��,�f�,�z�, ��a�Crd <3� I w r 7 h T' ��Y r� f f 2 4> 7 L°i S� y� w r S i h ti r s� i` r sv r r �t�� V s.Y�� ti�i�a� v Y f 1" y z� Y�� 3 a 2. i j t� j s r� v�� x y ,r 7 7 .:.ti 1' Y v t 1 1 1 1' 1� }t a 1��EW �O��IN�4TOR r Y yyKKx iw yp r .c.'� �Yt�,�. �►�L.i �7 K F 7 7 S y {i 1 1 GIR�UL.ATED BY� DA��' Y 4 j f t r s lCV 2 ..`c �r r M y I SEP-13-1995 1� 35 FR�M Tr' C,O1.A�ITRY BLDR TO 4564?03 P. 02 a� t e I 1 r'1 eu��oERS, IN�. uo� aa. t+awr+�� E. 5g18 Trent Spokane. W�shington 982 t 2 (b08� 535-A016 r septeatber 13 i9 95 r t a c C8TOl.y� FZ'S�,i@= Spo�caae Cotivaty Bufldiag ne�art.�aie�� Spokaae, �aehipgtbn a Dear Casolya, Fol2awing fet a 13,vt o� oo�teata to 'be �tored �a the RoJ�ertaon b�ildin loea�i at 93a0 i�t Ave. Os�e half oP the building wd.11 be nvtrs�ry product� (frv�► �aace� t�irsery) fos aae haif of t,he year �d wood etovea sad f3re- p.laaee for the other half of t.he �easr The seeor�d half of the build3ag �11 be for stor�.ag atartere, geaerators, alternator8, aad eo�s�x veh3.cles. �he b�sfness naa�e at thi� location is A1 3t,ark. t Thank You, Loaaie R. Steveas President o �.,T.ti .9 PROJECT I�IIJMBERa 95007199 �APPL]CCATION DA^� �09/21/95 PAGEa Ol t THIS IS NOT A PERMIT PENALTIES AIL� BE ASSESSED FOR CO1�lENCIATG WORK WITHOUT A PERMIT SITE STREET= 9320 E 1ST AVE PARCEL#�= 45202.0318 ADDRESS= SPOKANE WA 99206 PERMIT USE� STORAGE B�TILDING PAC 9/20/95 11:00 PLAT#� 001834 PLAT NAME= OPP.TR. 1-354 BLOCKa 239 LOT= ZONE� B-3 DIST#a S AREA= 00000000 F/A= A WIDTH� DEP'.�Ha R/A= OF BLDGSa 1 DWELLINGSa 1 WATER DIST S OWNER= ROBERTSON, AI� PHONE= 509 926 2026 STREET= 9320 E 1ST AVE ADDRESSa SPOKANE WA 99206 CONTA+CT NAME= I�ONNIE STEVENS B�iONE NUMaER= 509 535 9016 BUILDTNG SETBACKS: FRONT= 56 LEFT= 55 RIGHT� 85 REAR= 44 g�VIEW INFORMATION DEPARTMENT REVIEW REQUIREMENT BUILDING REVIEW COORDINATOR C FRAZIER CO1�Il�lENTS BUILDING PERMIT CONTRACTOR= TO�N 6 COUNTRY BUILDERS INC PHONE= 5Q9 535 9016 STREETa 5918 E TRENT AVE ADDRESSa SPOKANE WA 99212 NEW= X REMODEI� ADDITION= CHANGE OF IISE� DWELL UNITS� OCCIIP. L� SLDG HGTa 16 3TORIES� 1 SZ.DG W X D= 80 X 100 SQ E'Ta 8000 SPRINKLER� N REQ PARKINGa �HANDICAP= CRITICAL MAT= N PROCESSED BY: CAROL FRAZIER PRINTED SY: CAROL FRAZIER THANK YOU i ACTION: S SCREEN: AN�'O U� °D: C.�iRB fl. -0 A��SSOR' S INFORIKA'P�OI� DATA S�.��N JURISDICTION= 11 YR= 95 ROLL= RE PARCEL= 45202.0318 OWNER ROBERTSON,ALVIAT/ROSERT/MARLEI�E FIELD BOOK: STREET 4713 N LILLION ST ACO: AC 68-1176 ADDR�:SS SPORANF WA 99216 ACTV: STAT: A �+i0: SITUS 009320 E 1ST AVE ADDO: N SA3St Y ADDRESS SPO TAX DISTRICT: TD1400 PR4P: 6150 ��a ��N LEGAL: OPPORTIINITY 8239 PT L4 EXC N75FT OF W85FT EXC H WY L5 LESS R/W B239 ASMT: TOTAL MKT-LD CLS-LD BLDG-1 OTHER O/R ME�OD BOE/SBTA: FINAL ASMT: 232,700 141,800 0 82,900 8,000 N $EXF�MPTIONS: 0 TAXASLE: 232,700 SALE- 1�: 9100 3896 DATE: 03 26 91 INST: QC TRAN: PRICE: 0 SALE- 1$: 8428 7856 DATE: 03 31 84 INST: TRAN: C PRICE: 200,000 q r t C S� O K A N V U N T Y OFFlCB nF THE COUNTY ENCINFBR A DMSIQN OF ?ttE PU�IJC WORKS DEPAR'IMBNT Ronald C Hormann, P E, C�unty Engi�eer Rennis M Scott, P E, Dlrectot AGREEMENT TO PAY FEES ENGYNEER'S AGREE NfiJMBER ��C Z This agreement betweeri Spokane County and p a whose interest in the project is �(2�� R� e o `r� ��t t. e�c is eatered iato this �S� day of �e r 19 This agreement is app�icable to the project �U10W]1 A$' t m ec rtee r That the �ndividuals and parties named herei� as having an interest in the above described property or pro,�e�ct agree to the following 1 Reimburse Spokane County for project review and tnspect�on fees as specified in Chapter 9.14 of the Spokane County Code The fees will be based on actual satary costs incurr� by Spokane C4unty for project reviews and or inspections plus a ten percent administrat�ve charge. and will be bilted monthly as accrued Any billing amounts due, including any expenses incurred in the collection of an overdue account, must be paid prior to the County's acceptance of che project for filing lf a project is approved and/or �led with a balance still owing, the unpaid balance shali be paid within 30 days of the invoice date 2. The undersigned agrees that these fees are due and payable upon receipt of the billing as s�ec�f above 3 Any invoices not paid within 30 days of the invoice date will be considered detinquent If any outstanding balance on the account for this project is not paid with�n 30 days of the invoice date, no futther reviews of the project documents wiU be cgnducted until the ent3re account balance is paid Any balance on the account for this project not paid within 65 days of the invoice date may result in legal action or the initiation of other coltection proc�ures, including referral to a collection agency The Sponsor wil! be liable for any and all expenses incurred by the County for the coilection of overdue accounts 4 The monthly billing should be sent to the attention of• NAME• er-� sc� �i r ADDRESS• �;1ld r`��• �FA GITY, STATE: e- �o �li C 0 ZIP CODE. �e� PHONE I understand that failure to pay these fees may resuit in delay in completion or approval of the proj�t or other possible sanctions C7 If this f� agr�ment is completed by someone other than the Sponsor (i e, the project owner or a principal in the firm sponsoring the project), such as the Engineer designing the projeet, then written authorizatian from the Sponsor speciftcally authorfi�ng the Agent to execute this Fee Agreement Is attached to this Fee Agreement. SIGNATURE B y ��.��1'� S�Xi PR1NT NAME RET[1RN YELLOW COPY T� SPOKANE COUNTY ENGINEERS ttp�n�,a� r� 2it�s 10'l6 W Broad�vay Ave Spokane, WA 992�Q•017A •(509) 45fi-3G00 FAX (SU9) 324d�47A TUU (509) 324-31G6 w V niv�T �r oF �Rii ��1 i �N� _`"6�0 €�€�f €Nfie ��r r� ..r w��r �r� r n �r r t�v1Ct 6€ec�i� riaN�cli�ci�� w L€fifi€��to�l �sci��c� w�. .r._��. RECipRvCl�Cl�s€ �1c3�t��lUI�N� M 1��rto�►cti fi€��ilr x -l----..-- 1 _r. 1 C a_ »�--z: y S ♦I ...ii. 3 �SZ': t� �.''l� 4��J v� .�t�t_i Q eC��t€ x �€NcT�iiUll�n�c x N rtoA6 �TA�I€s M x di�li�fJ�f�i� w X �i�o�€ tF'fiY L1N�s_� x s€�=A816€ sCown o�� plA��s ��€s ��i�n i.o�>a1��.� r X sfiAl� x �A'1jl�o�su� ace d�sci� i�ioii X r r��1c c1�tcUL1� i io� N X C�N�scA�€ �CI�N �"2no coF��t�ici j x� ��8n�ia��evBptQSr� �i��_�e� X J d R b S� j =d,�i s s 4/I `/l 1 `��V�� t. i d ��-rsr_n -�r� n�st-•'ss- s -r..-_ `r�r �.•.u�w� �.r� 1j.'L �..�....+o� s�i..r�lr 3 oo� cons ruc on i �fv�c on IRoor X 8w� e voiil�tte ceicuietio�is X c M� ro ewQ e ctos9 8dc�on X �r� �eveiohe� con ifior� x M w� hosl b�velop� Cohc��io�� p Y-- x w �s�€c1A�:'soiL �r€'sr"s e r..... a w nlficl t cALUI��i�o`�is r� �""e�"aAc�'v�€€"t c1�tc�ll.� r��i�s y t o t� cACcIIL��1of�s ��T�A�N�fi��i rN cALcs �07��0o Y€�i�t sro��i .�a_ fi��A�sis a e s�»�- b- a��- r- s-� r... _r +'T w -t�s�- t j, i� '2� +f�.vAi .ti �S .nuM ��.i.��y�"'��L� a�� S�ii��'� r» �i�i�.�i=��..'�Y,..iv�{S� f �r� 0 1 �ittoV{/ ..w ��ric��m�� 8c��e e p p ouiter or�ctes LQ.eAts �toss s�o e 2 o 9�o-d, N °�oZ __�M Dr��n� e �te �r�ina�� o�� pl�n� :utv� �iei� ��tu� i�o "v� t--..-.� w ��v�tnenf eec on w. �apAts/i0� 9i� A :h �neers Blamp s au" i'iir 9l�on� eeiin�aie {on� fii�r M �Vkhsts 8i�ne�ure` F :oun�X �smp a s�� r s Retum to County Engineer A1ght of Way Department B95142 First Avenue RF No 2625 4057370 Page: 1 of 3 �iINEEA 11 �26�1996 12:33P �S S ►.UO Spokane Co, I� SPAKANE ��U�NTY DIVISION OF �NGINEERTNC okane Cou t �sh�n ton R C��.:i�3 iax Exempt S p n y, W g Outa 1A DRAINAGE EASENIENT s a rr 2 IN THE MATTER OF FIRST AV�NUE Rr NO 2625, KNOW Ai.I, MEN BY T� E PRESENTS, that the Grantors, Alvin L. Robertson anc� Marlene Robertson, Husband �na Wife, of the Couuly uf SpokAne, State of Washington, for and ln cons�derat�on of Mutu�l Benefits, tlia recetpl �f wl��cl> >s hereby acknowledgec�, grants to Spokane Couuty, a poli�cal subdiv�s�on of the State of Wash�ngton, �n Easeinent over, under, upun and �cross the hereiRaRer descnbed lands s�tuatzd �u the County of Spok�ne, St�te of Wasl��ngton AFFECTS ASSESSOI2S PARCEL NU(S� 45202 Q31 S A portion oF Lots 9 and 5, Block 239, o��nrtunity as per Pldl. recorded in Vo lume K, page 2 0, a� s�iown on a� tdc:hed Eahib it "A" for the purpose of a Drainage Easeme�t located in the Northwest one-quarter oF Section 20, Township 25 Nor�h, Range 44 Easi,, Willamette Meridian, Spokane County, Washington and being n�urra particularly described as follo��s: Seginning at a point on the Southerly right-of-way of ist Avenue said point being South 00°15'00" West, a distance of 10.00 f�et and North 89 55 50'� East, a distance of 85 00 feet fro�a tl�e Northwest corner of Lot 4, Block 239, opportunity as shown a» Record of Survey File October 3, 1995 in Book 67 of Surveys, page 49 Spokane County Audi�ors Office and being the TRUE POIr�T OF B�GINNI�IG; trience llortn 8y" 55'�7�' �aat al�ny safd riyr,� -ot-� way, a distance of 40 00 feet; thence South 00 15' 00�� t,lest, a distance of 10.00 feet; thence South 36°31�09" West, a distance of 47 33 feet; thenc� South 00 15' 00" West, a distanc� of 87 .'I fi feet; thence South 89°48'00" West, a distance oF 59 .00 fe�ti; thence North 00 15 00" East, a distance oF 71. 00 feet to a po3 �lt_ on the South line of the North 75.00 feet of said Lot 4; ther�c:r North 89 4 B' 00" West �aral l el with the Northerly 1 ine of sa� cl Lot 4, a distance of 47.U0 Feet to a point on the East line oi the West 85.00 feet of Said Lot 4; thence Horth 00°15�00" Eas� parallel with t tde�te�rly i i ne of saic� I.�t 4, 64 .81 feet to th� TRUE P4INT OF �3EGINNING DRATNAGE EASEMENTS, as sbown here�nabove are for tlie purpose of tnstalling, operat�ng and mainta�ning drainage swales and drazaage faciLties tn dispose of runoff, are hereby granted The County of Spokane ts hereby granted the rtght of tngress and egress to all drainage easeinents �djacent to the pubtic nght of way. The property owner sha11 maintain the dra�nage swale wilh a permanent l�ve cover of lawn t�irf acceptabie to the Spokane County D�vision of Eng�neer�ng, with opttonal shn��bery �ndlor trees, wh�cl� do i�ot obstn�ct t�e flow and percolation of stortn drainage wAter �n the dratnage swal� �s ind�cated by the �pprov�d pl�s The Grantor(s) hereby rele�ses Spakane C`oi�nty, and all its offic�rs, eiilploy�rs, and agcnls fiom any responsib�lity or liabil�ty for any damage whatsoever tncluding �nverse condenn�aUon Uy or to any and all persons or praperty arising out of or �n any way inci�enl to �Itrlbut�ble to tlie slotm c�lalnage wttll111 Sald Easement. The Easement descnbed bereinabove �s to and shall run wttli the 1�Ad No modtfication of tlie boundartes of said Easement can be made without the prinr approval of Spokane �'n�inty. 4057370 Pd 8; 2 4f 3 CO Eh�;1NE�A 11�26I1996 12;33P E10 Spokane Co� �A IN f SS WHEREOF, we have hereuuto set our hands and seals tt3ts d�y of 19 4 O t f s� B B �./r ��v�l y �C �r y STATE OF WASHINGTON COUNTY OF SPOK:ANE ss I certify that I know or have sat�sfactory evtdence tliat Alvin I, Robertson and Ma� lene Robertson, Husband and Wife are the individuals who appe�rreci b�f�re me, and said individuals acici�owledged that they signed ili�s instru�nent, and acknowledged �t as the�r free and voluiitary acl, ful tlie uses and nur�oses mentioned in the uistrument. Dated this 1S�` day of 1��-� �n�►� �v 199 t b�1.Q /�,t�. c NOTARY Pi.�.IC In �nd for ihe St�te of Washington, r�;siciu��; at Spak�i�� My appotntment exptres 4 s NB9'55'50"E �t�� V�� NW CORNER LOT 4 J BLOCK 239 0 S89'48'Op'W ORIGINAL I.OT UNE N89�5'S0"E N89'SS'S0'E R/W 85 00' 4� 0 �n I r z N T S. EXHIBIT "A" 0 0 J DRAINAGE EASEMENT es oo• S89'48'DO�W o 38 00' 47 0 3 0 v� o 'o r. e��• h BUILDING 'S� LOT 4 `ti I C�� LO T 5 W �O QP a O a� 20' g Q J�'� Q z O 0 M 4 a 59 00' S89'48'00'W y� 'o� au��odg 00'0 S�3 ��3N1�13 0� d��t� 966�19t�11 L£LSOb C DAVID EVANS AND ASSOCIATES, WEST 110 CATALDO SP�KANE. WA. 99201 1609) 827-869? OCT08ER 16. 1996 r �IffY{�7f1i��lif� l�� 95062b013'� i u�iN W9EN AECORDED RETURN TO ie� Tnu�xe�aoLZ c�soN, p.s. Ju►+ �i 10 so �If Eeet 12704 Nora Avenue 8pokene. T�►A 99216 GrNA1�U1 s1•�r«h? tu M rM�IN. ,e:+ad.r r a a QVI'p CL�lI1/ D� a vot.17 91 p�s� i b`� r �B Q��' �r♦� �p ��Q�� ba�b�o eaq M��e, aa� it�9ste! s. �lUt11��l�i�u� �1t�e�1t��!! en�4aa$ v,� �a0 wite tQt en4 pe�4ider4tio� �t ��xa�1�l;Olt- �i��silRut;pt� o� pacr�einb! �e! onvsy ah4 qv�a olsi�t� to JI�vtA L. �sttisob oq4 1�� o�bap4 �a� wit� �hs �Q;io�ring desesibed s�el epite�e, elti�alsa �n the Cot�hty o! ppok�u�, etste o[ Nqs �ngton, ta�stl��r v��A •ii �Lt�r aoqu�� ,x�tl� o� �h� 9santor s� t�e�re�q t �ot• as4 �1�eak op s�n�it s000s4ia !o lat s�qosq �A Vela�e e� Plet�, �O� is ��t� �tlat� `Ka��o�lo�l. A� �w�� M �I�� ,�At r V� �s'�t A�►�AMr �A♦ e io� l�e� st tbe �optl�t Re�e�rt s� laia �e� 1�Awoe s��t ��I��a� iq� t p�o�i lbM� e�rlpx• e tq 1to eoptblles� w t •r�s �e�� e� ��yuu�titr� i" 1 IJ SS 5 Y w �J l J c �tit ..3 ,L 1 �P Qatedt 10�a. Fjc�l1'�A�t Sr�e �►rM, p '�,.1:�+► f G��'�'''� �"�'t �'p� r e� I j Y t, n 1, Couptjr epokane i on t� s Y nali ppe ors me �QY), e �brf! t0 ov�l to be tM ndiviQuale daac�r1bed in en vho esecuted the w�thiq, !o�egoin9 insts�eent, a� aelcnovleAged �hst they eigned the saM �a their [lr�p aud voluntatx �at snd eleed tor the ueee and purOoil�� tMr�ln �ent�oned. �3IVe11 nn4sr 1�y l�e� and oiliciel senl tbie day of� 1995. .As d t ��i e vs t e state �re�r,in Aeeidia i �1 d? ,ia� r 3�P�9 1qr Qa■� esoises�� Drainage Easement Description A portion of Lots 4 and 5, Block 239, opportunity as per Pla� recorded in Volume K, page 2 0, as shown on attached Exhibit "A'� for the purpose of a Drainage Easement located in the Northwes� one-quarter of Section 20, Township 25 North, Ranqe 44 East, Willamette Meridian, Spokane County, Washinqton and beinq more particularly described as follows: Beqinninq at a point on the Southerly riqht-of-way of ist Avenue said point being South 00°15'00" West, a distance of 10.00 feet and North 89°55'50" East, a distance of 85.00 feet from the Northwest corner of Lot 4, Block 239, 4pportunity as shown on Record of Survey File October 3, 1995 in Book 67 of Surveys, paqe 49 Spokane County Auditors Office and being the TRIIE POIN� OF B�:GINNING; thence Ptor�.n 89 55' 50" East along said riqht-o�Q way, a distance of 40.00 feet; thence South 00°15•00" West, a distance of 10.00 feet; thence South 36°31'09" West, a distance of 47.33 feet; thence South 00°15�00° West, a distance of 87.7� feet; thence South 89°48�00" West, a distance of 59.00 fe��; thence North 00 15' 00" East, a distance of 71. 00 feet to a poi»� on the South line of the North 75.00 feet of said Lot 4; thenc� North 89°48'00" West parallel with the Northerly line of sa�,d Lot 4, a distance of 47.00 feet to a point on the East line o� the West 85.00 feet of Said Lot 4; thence North 00°15�00" East parallel with the Westerly lihe of said Lot 4, 6�. S1 feet to the TRUE POINT OF BEGINNING. Continuing o.13 acres. J/LEGAI�S/DEAX0030. LGL DAVID EVANS AND ASSOCIATES, T R A N� S M,I' A L Woat,�ocatotdo oA� October 16; 1896 FROM Larry Olson R E C EI VE b S `y 0'CT 1 7 ��b TO� DOUQ 6118k0 PROJECT Tal. Sog 86gy �OK�RR� C{]UA1TY Ed+�GINEER Saokane Countv. Enameers Fl�. Fa�,sog,�s� �4S 1026 W�Broadwe�► SUBJECT Leaal Desc�iation for Drainaae Saokane. WA 99280 Easement ITEM COPIES DATE DESCRIPTION 1� 1 10/16/9fi Leaal Descript�on 2 1 10/16/96 Exhibit'A" Drainaae Easement AB YOU REQUE8TED FOR YOUR APPROVAL X FOR INFORMATION D FOR YOUR REVIEW RETURN COMMENTS DouQ, Enclosed is a leaal descflation�for the drainaae easement� needed� for�the aroiect`at 9320 E First Avenue ti v APPLI��N'i'S N A1tL�NCE HLDG Z O'II�R �VIAILING ADD P V S T Zs R ��I� PARCEL O �,S PHO[vE H014� vti� PHONE WO Z� 'i�e foQowing documencs are needed before the Spokane C,ouaty Engsaee�s Department can begm proces�ag your vananc� ur wld�ng apphcation �s approved. (5�9) �56-3b00 aGREE►'V�.�iT TO PAY FEES have been coUected. EED OF TRUST conttact or coav instromen� 'Ihese mav be RECORDED COPY OF DEED, D eY� obtained �rona the CounN auditor, ?.nd tloor �f the Courttiouse. V LEGaL DESCB�TION of vour access esseflaen� LZSTIlVG OF YA,N�S oE �ndividuals who a�ll be s�gnmg the documents. I7�ese individnal aam�e.s stiould appear as the persoa(s) legally siga theu naoie. CU�R�NT �SSESSOR'S VIAP which depicrs the locaaon of vour propercy. pWNERS� 1�IICRO.R�T,Y. These mav ye obtaiaed �rom che Couary �►ssessvrs, lst Qoor, oE the Courthouse, Jeffersoa �nu�ance, rad door oa che left. 1he �tece,ssarv documents w�li be prepared by ttie Ea�neer"s Depardmenc, R�ht-of-Wav Secuou. upoa prov�on vf che ZnL'ormaaon nviced abave. You will be noafied when the riocumeats are readv for siga�tur� 'Ihe documeats may bo seat co ;�ou. however. IT SHOUI.D BE YOTED TSAT �LL SIC�YATURES VIUST BE �tC1T�RIZED• �ihe Ea�saeer's Department does have nocanes available �f dou ehoose to s�ga cho documents at our vtfice. Please call w�en readv Please m�l w6en ready Noace co Public Rig�t OM C NiENTS Q� I�r�� Fora+3rd co ou from Ri�ht-of-Way ,�,geot Y k1p�Mouoe.I92 i> �r�� t�•� ��a��. �I�� '�.w �,,�c,� T BOWSTR.ING MODEL A�TD 208 SWALE CALCULATIONS FQR THE �NSITE AND FIRST STREET (FROM STA. 1 +05.70 TO ?+�0.00) T� AGE BASIl�T. OF�ICIAL PUB�I�: DOCUMEM' SPOKANE COU�lTY �i+��vctR'S OFFICE PAQJECT SU8Mi1TAl RETURN T��OUNTY ENGINEER DAVID EVANS AND ASSOC�ATES BOWSTRING M ETHOD (TEN YEAR STORM DESIGI� PROJECT ROBE0001 DETENTION BASIlV DESIGN BASIIV [NLET 8t SITE DESIGNER BALES NUMBER OF DRYWELLS PROFOSED DATE OS-Dec-95 1 Single (type 1) 0 Double (type 2) Total Area (calc )(see H 1) 0 87 Time of Conc (calc )(see H 1) 5 00 Compos�te "C" (calc )(see H 1) 0 90 Tune of �onc (mm) S 00 Area (Acres) 0 87 C' Factor 0 90 Impernous Area (sq R 34986 Volums Provided 208 1458 storm 2916 OutHow (cfs) 4 3 Area'` C" FactOt 0 78 #1 #2 #3 #4 #S #b #7 T'we Tune Intensity Q dev V �n V out Stora�e Inc Inc t� ('m /1v C�) (a R (a ft (#1•60) (A�G'#3) (Outf •#2) (#5-#6) 5 00 300 00 3 18 2 49 1001 90 00 911 5 300 3 18 2 49 1001 90 911 10 b00 2 24 i 75 1231 180 1051 15 900 1 77 139 1389 270 1119 20 1200 145 1 14 1478 360 1118 25 1 S00 1 21 0 95 1518 450 1068 30 1800 1 04 0 81 1549 540 1009 35 2100 0 91 0 71 1569 630 939 40 2400 0 82 0 64 1606 720 886 45 2704 0 74 0 58 1624 810 814 SO 3000 0 68 0 53 1652 900 752 55 3300 0 64 0 SO 1705 990 715 60 3600 0 61 0 48 1768 1080 688 65 3900 0 b0 0 47 l 880 1 l 70 710 70 4200 0 58 0 45 1954 1260 694 75 4500 0 56 0 44 2018 1350 668 80 4800 0 53 0 4l 2034 1440 594 85 5 l00 0 52 0 4l 2118 I 530 588 90 5400 0 50 0 39 2154 1620 534 95 5700 0 49 0 38 2226 1710 516 100 6000 0 48 0 38 2293 1840 493 DRAWAGE PO1�D CAI�CULATIONS Reqwred grassy swale pond storage volume Impervious Area x S�n 12 m fft 1458 cu ft provided 1458 cu ft OK� DRYWELL REQ S- 10 YEAR DESIGN STORM Maximum siorage required by Bowstrmg 1119 cu provided 2916 cu ft OK� Number and type of Drywe�ls Required 1 Single 0 Double DAVID EVANS AND ASSOCIATES TIlV� OF CONC�TION (muwtes) BASIN CLJRB INLET PROJECT ROBE0001 Tc (overland) Tc (gutter) Areas "C" A'C Ct 0 15 L2 223 11 0 87 0 90 0 783 Z1 20 0 00 0 00 0 Ll(A) 105 Z2 20 0 00 0 00 0 N(A) 0 016 B= 0 0 00 0 00 0 S(A) 0 Ol n= 0 016 0 00 0 00 0 s= 002 000 000 0 Tc (A) 0 82 d= 0 2075 0 00 0 00 0 Total A COQ1P "C" L 1(B) 0 Tc (gu) 1 28 0 87 0 90 N(B) 0 Tc(A+B) 0 82 S(B) 0 Q=C*I�A= 2 49 Tc(tot S 00 Q(est 2 49 Tc (B) 0 0 Intens�ty 3 18 A 0 861125 WP 8 3104 R 0 1036 V= 290 Tc (total) Tc (overland) Tc (gutter) Tc(gu) 1 28 Tc (overland) Ct*(L 1�N/S"0 Sy`0 6) Q(est) 2 49 Ct 0 15 L I= Lengtb of Ov�rland Flow Holdmg 7 95 N= fnction faetor of overland flow 4 for average grass cover) S= av�age slope of overland 8ow Tc (,gutte�') Length (8 )/Velocity (ft /sec )/60 B= Bottom width of girtter or d,tch Z1= �nverse of cross slope one of dttch Z2 unverse of cross slo� two of ditch d= depth of flow m gutter (�stunate, check estunate with Ftow) Area d#B+d^2/2*(ZI+Z2) Wetted penmeter B*d+(1 /s�n(atn(1 /Z 1)}+1 /sm(arn(1/Z2))) Hydraulic Radlus R= A►rea/W�tted Penmeter Veloaty =1 486/n*R^ 667#s^ 5 Flow Yeloc�ty'Ar�a n= 0 O I6 for asphah s= long�tudmal slope of gutter �'A�ID EVANS AND TES BOWS7'RING M ETHOD (TEN ST DESICrI� R CT ROBE0001 DE'I'E'NTION BASIN DES g� C�g ESIGNER BALES NUMBER OF P ROPOSED DATE 14-Nov-95 0 e( e 1) 0 Double (typ� 2) Total Area (calc )(see I�l 8 g� T�me of Co�c (catc )(see H1 j°�� S Op Composite "C" (calc (see H1) 0 90 Tune of Conc (min) S 00 (a�) 0 87 C' Factor p 90 Imperv�ous Area (s9 R) 3a986 y c� a o �f P�O Volurae Provided 208 1458 �storm 2916 Outflow (cfs) 0 Area C" Factor p 78 #1 #2 #3 #4 #5 #b #7 Time 7"une Intensity Q dev V m V out Storage Inc Inc c� c� c�� c� c� ft a (A'C'#3) (Outf ;#2) (#5-#6) S 00 300 00 3 I 8 2 49 1001 0 00 1001 5 300 3 18 2 49 1001 0 1001 10 600 2 24 175 1231 0 1231 ]S 900 1 77 139 138� 0 1389 20 1200 1 45 1 14 1478 0 1478 25 1500 l 21 0 95 1518 0 1518 30 1800 104 0 81 1S49 0 1549 35 2100 0 9] 0 71 1569 0 1569 40 2400 0 82 0 64 1606 0 1606 45 2700 0 74 0 58 1624 0 1624 SO 3000 0 68 0 53 1b52 0 1652 55 3300 0 64 0 50 I705 0 1705 60 3600 0 6l 0 48 1768 0 1768 65 3900 0 60 0 47 1880 0 1880 70 4200 0 58 0 4S 19S4 0 I 954 75 4500 0 56 0 44 2018 0 20l 8 80 4800 0 53 0 4l 2034 0 2034 85 S100 0 52 0 41 2118 0 21I8 90 5400 0 50 0 39 2154 0 2154 95 5700 0 49 0 38 2226 0 2226 100 6000 0 48 0 38 2293 0 2293 DRAINAGE POND CALCULATIONS Required grassy swate pond storage volume Impermous Ar+ea x 5 w./ 12 m./ft 1458 cu R. prov�ded 1458 cu ft. �K� DRYVNELL REQ S-10 YEAR DESIGN STORM j(,1� Nsaaamwn storage r+oqwred by Bowstrmg 22 cu R �a-l prov�ded 2916 cu ft OK! C Number aad type of Dryv�reUs Requu�ed 0 Su�gle 0 Double DAVID EVANS AND ASSOCIATES TIIViE OF CONCENTR.ATION (mmutes) BASIN CURB INLET PROJECT ROBE0001 Tc (overland) 'fc (gutter) Areas "C" A•C Ct 0 15 1,2 223 l l 0 87 0 90 0 783 Z1 20 0 00 0 00 0 L1{A) I05 Z2 20 0 00 0 00 0 N(A) 0 016 B= 0 0 00 0 00 p S(A) 001 n= OOl6 000 000 0 s= 002 000 000 0 Tc (A) 0 82 d= 0 2075 0 00 0 00 p Total A Comp "C" L 1(B) 0 Tc (gu) l 28 0 87 0 90 IV(B) 0 Tc(A+B) 0 82 5 8 Q�'�I•A= 2 49 'To(tot S 00 Q(est 2 49 'Ic (B) 0 0 lm� 3 18 A 0 861125 WP 8 3 I04 R 0 1036 V= 290 Tc (totat) Tc (overland� Tc (gimer) Tc(gu� 2g Tc (overland) Ct*(L 1*N/S^0 5)^0 6) Q(est) 2 49 Ct 0 15 L 1= L.er�gtb of Overland Flow Hold�ng 7 95 I� fnct�on factor of overland sow 4 for average gass cover) S= average slope of overland �low Tc (gutter) Length (ft )Nelocrty (RJsec �l60 8= Bottom v►+�dth of gutter or d�tch Z 1=,nverse of cross slope one of d�tch Z� cnverse of cross slope two of ditch d= depth of flow sn gutter (es�mate, check eshmate vhth Flow) Area d*B+d^2/2•(Z1+22) Wett�d psnmeter B'd+(1 !sw(atri(1 /Z l )}+l/sin{atn(1 /ZZ))) Hydraulic Radlus R= A,rea,�Wetted Penmeter Veloc�ty l 486ln*R^ 667*s^ 5 Flow Veloc�ty#Area n= 0 016 for asphalt s= longttuduta! slope of gutter Z O� S �t-° A �c ve.� pn .S�'�t i.., pp.v.'oNs ar�rq 33, /pp, S1� m�'s.�e i..� p e .v .'oa 1 gr r� -�j'�f .3�� f�$6 S� %o-�a.l �-Py 3�,5 k6 s F Fin� _.�t0� ,�+�A/� D TTO C�� S► S �c� f o� �OS s�� t�o�oM q• p� 33, sF -f i�r�� -s.F J�Iz �4/S,s �,F, _ti_ i —p —s o i E i --r I 7 r F E c i w w I 1 I I E -A 1 w �i 4 E I 1 f f E t t a i j E _l s R F �._i_ r i 1 �i r i 6 t �n..� i W 1 M Y_ i L �—r F- f t l E E f �F-� _��r �E l� i r i t I 4 i f E i j I n j L....e,.� E t a �i i 1 c i 4 r W�..._. i E 1 a I I i� I I x i r i 1 i dF-- j I �i t I I I 1� Pro�ect= t Date Jl, DAVID �11AI�lS AND iNC BOWSTRING MODEL FO►R THE DRYV�VELL L�CATED IN FIRS rAVE1�TUE AT STATION 2+6�.00 DAVID EVANS AND ASSOCIATES �OWSTRING M ETHOD (TEN YEAR STORM DESIGN) PROJEGT ROBE000] DE�'ENTIOA� BASIN DESIGN Q a BASIN 1 ST AVE DRYWELL DESIG�NER. BALES NLnVlBER OF S PROF�SED DATE 14Nov-95 wgte (type 1) 1 Doubte (type 2) Tota! 1�rea c.) (see H 1) 0 16 ?"une of Conc (calc )(see H1) 5 00 Gompos�tc "C" (ca1C (sc� Hl 0 90 Tlme of Conc (m�n) S 00 Area (Acres) 0 16 C' Factor 0 qp Imperv�ous Ar�ea (sq ft) 692b S Volume Provided 208 0 storm 0 OutBow (c�s) 1 Area C" Factor 0 14 #1 #2 #3 #4 #5 #6 #7 T'urte Tune Intensrty Q dev V in V out Storage Inc Inc (m �hr ft R (cu ft (#1'60) (A*C*#3) (Out£•#2) (#S-#b) 5 00 300 00 3 18 0 46 184 300 00 -1 16 5 300 3 l8 0 46 184 300 -116 10 600 2 24 0 32 226 600 -374 15 �00 1 77 0 25 255 900 -645 20 1200 l 45 0 2l 272 I200 -928 25 1500 121 017 279 I500 -1221 30 1800 l04 015 285 1800 -1515 35 2l 00 0 91 0� 3 289 2100 -1811 40 24� 0 82 0 12 295 2400 -2105 45 2700 0 74 0 11 299 2740 -2401 SO 3000 0 68 0 l0 304 3000 -2696 SS 3300 0 64 0 09 314 330U -2986 60 3600 0 61 0 09 325 3600 -3275 65 3900 0 60 09 346 3900 -3554 70 4200 0 SS 0 OS 359 4200 •3841 75 4500 0 S6 0 08 371 4500 -4129 80 4800 0 53 0 08 374 4800 -4426 85 S100 0 52 0 07 390 5100 -4710 90 5400 0 SO 0 07 396 5400 -5004 95 5700 0 49 0 07 409 5700 -5291 100 6�0 0 48 0 07 422 6000 -5578 DRAINAGE POND CAGCULATIONS Req�nred grassy swafe poad storage volume Lmpernous Area x S ui./ 12 m/ft 289 cu. ft prov�ded 0 cu. ft No Good DRYVVELL REQUIItEMENTS -10 YEAR DESIGN STORM l��aximum storage reqwnod by Bowsmn,� -116 �u ft pravided 0 c� R OK! Number and type of Dryw�lls Reqmred 0 Single 1 Double DAVID EVANS AND ASSOCIATES TDV� OF CONCENTRATION (nwnites) BASIN 1 ST AVE DR� PROJECI' ROBE0001 Tc (overlaad) Tc (gutter) Areas "C" A'C Ct 0 l 5 L2 75 0 l6 0 90 0 1431 Z l= 140 0 40 0 00 0 Ll (A) 20 Z2 0 l 7 0 00 0 00 p N(A) 0016 B= 0 0� 000 0 S(A) 001 n= 0016 000 000 0 s= 0 005 0 00 0 00 0 Tc (A} 0 30 d= 0 l Ol 0 00 0 00 0 Total A Comp "C" L l(B) 0 Tc (gu) 1 40 0 16 0 90 N(B) 0 Tc(A+B) 0 30 S�) �'I*A= 0 46 Tc{tot 5 00 Q(esi 0 46 Tc (B) 0 0 Int�ty 3 l8 A 0 S 1491709 WP 10 2030 R= 00541 V= 089 Tc (total) Tc (ov�land) Tc (gutter) Tc(gu) 1 40 Tc (overland) Ct'�(LI �N/S^0 5)^0 6) Q(est) 0 46 Ct=O ]S Ll Length of OverIand Flow Holdu�g 2 67 N= finchon factor of overland flow 4 for average �rass cover) S= average slape of overland 9ow Tc (gutter) Len�th (ft )/�efocrty (R./sec )/60 B= Bottom v�ndth of gutter or dttch Z l= mv�rse of cross slope one of d�tGh ZZ inverse of cross slope two of d�tch d= depth of flow �n gutter (estvnate, check esemate with Flow) Area d'`B-w-d^?12�(Z1+Z2) We°tted perimeter B•d+(l/sui(am(1/Zl)}+-1ls�n(atn(l/Z2))) HydrauLc Rad�us R= Area/Wetted Penmeter Velc�ty =1 486fn•R^ 6b7'`s^ S Flow Velocity'Area n= 0 Ol6 for asph�lt s =1ong�tucUna! slope of gutter UL,A .A►� '�AL �to�EL aws�� r� o� B �'�E�I,EN(� TE �,,T�-II�H I)E T. C[;1RB �`�E T�'E 1 DAVID EVANS AND ASSOCIATES 80WSTRI�IG M ETHOD (TEN YEAR STORM DESIGTI) PR4IECT ROBEOOOI DE�'ENTTQN BASIN DESIGN BASIN CURB II�I-ET DESIGNER BAI.ES NUIV�ER OF DRYVVfiLLS PROPOSED DATE l4-Nov-95 0 Smg1e (type 1) 0 Double (type 2) Total Ares (c,�lc (sseee H l 0 04 r a u s r #'o e�' P -Y T�me of Coac (calc (see H 1) S 00 A t{ r Compos�te "C" (calc )(see H 1) 0 90 r T'une of Conc (min) s oo -�tc v�. r Area (Acres) 0 04 C' Factor 0 �4 Iinpervyous Area (sq i� 4 Volume Provided 208 0 storm 0 Outflow (cfs) 0 Area C" Factor 0 04 #1 #2 #3 #4 #S #6 Time Time lntens�ty Q d� V in V out Storage Inc Tnc (s� /hr (c�s) (a ft (cu R (cu ft �#1'�60) (A•C�#3) (Outf'#2) (#5-#6) 5 00 300 00 3 l8 0 l 1 4b 0 00 46 5 300 3 18 0] 1 4b 0 46 10 600 2 24 0 08 57 0 57 15 900 1 77 0 06 64 0 64 20 1200 1 45 0 OS 68 0 68 25 1500 1 21 0 Q4 70 0 ?0 30 1800 1 04 0 04 71 0 71 35 2100 0 9l 0 03 ?2 0 72 4Q 2400 0 82 0 03 74 0 74 45 2700 0 74 0 03 ?5 0 75 50 3000 0 68 0 02 76 0 76 5S 3300 0 64 0 02 78 0 78 60 3600 0 61 0 02 81 0 81 65 3900 0 60 0 02 8b U 86 70 4200 0 58 0 02 90 0 90 75 4500 0 56 0 02 93 0 93 80 4800 0 53 0 02 94 0 94 85 S 100 0 52 0 02 97 0 97 90 5440 0 SO 0 02 99 0 99 95 5700 0 49 0 02 102 0 102 100 6000 0 48 0 02 105 0 10S DRAINAG£ POND CALCULATIONS Reqwred gr�ssy swale pond storage volume Imp�rvyous Area x 5 w.i 12 mJR 0 cu ft pro�ded 0 cu ft No Good DRY'WELL REQ S-10 YEAR DESIGN STORM Maaamum storage reqwr�d by BowsMng 145 c,u ft provided. 0 cu R No Good Number and type of Drywells Rsqwred 0 Sw�e 0 Double 5 1 nAVID Ev�vs aNn Assoc��s TIME OF CON�TION (mu�utes) BASIN CURB INLET PROJECT ROBE000] Tc (overland) Tc (gutter) Areas "C" A•C Ct= Ol5 L2= 62 004 090 00�6 Z 1= 100 0 00 0 00 0 L l(A) 20 ZZ 0 l7 0 00 0 00 0 N(A) 0 016 8= 0 0 00 0 00 0 S(A) 001 n= OOl6 000 000 0 s= 0 005 0 00 0 00 0 Tc (A) 0 30 d= 0 06 0 00 0 00 0 Total A Comp "C" L 1(B) 0 Tc (gu) 1 64 0 04 Q 90 N(B) 0 Tc(A+B) 0 30 SB) Q�'1''A= 0 11 Tc(tot S 00 Q(est p] l Tc (8) 0 0 Intens�ty 3 l 8 A 0 180306 WP 6 0612 R 0 0297 V= 063 Tc (total) Tc (overland) Tc (gutter) Tc(gu) 164 Tc (overland) Ct''(Ll *N/S^0 5)^0 6) Q(e�st) 0 1 l Ct=015 L l= Lengtb of Ov�land Flow Holding 2 2 l l�t fnct�on factor of over�and flow 4 for average grass cover) S= average slope of overland flow Tc (gutter) Leng�th (ft )Neloc�ty (R./sec )!60 B= Bottom v�ndth of �utter or d�tch Z1= uiverse of cross slope one of drtcb Z2 inverse of cross slope two of d�tch d= depth of flow �n gutter (�mate, check estunate v►nth Flow) Area d•B�d^2/2'�(Zl+Z2) Wetted pernneter=B'd+(1/s�n(atn(1/Zl)}+l/sin(atn(l/Z.Z))) Hydraulic Radius R= Area/Wetted Penmeter �eloc�ty l 486/n;R^ 667*s^ S Flow Velocity*Area n= 0 O l6 for aspb.alt s =1on�tudu�al slope of gutter —�.S%L.f O Cur 1� _.�!i f,�e 3 �r 3 1 i 1 I i i k 4 o I w I I f I u,.r_;�h� _.��1_�� _,fi� p t� .h _Co_�.c��• o v A I i i Q.�.�� a j..�6 _�G.�cr b�,.� i Bo...,s.,�.�. d� t Q t �I�� "°°-i N 71 i q I A a, i a 9 4 f -�'t !4. �G e�� '�c� _-t___;--�� i I 9 s i a i l i I q 1 j ��!1- r 1._ T T M B� i r �s _�+�3 Gtr�� Q Q. c�s E �n�f?� �}t�t c•s' �q. wti�r r �_s E a a t W� w C�= _3.�OFs7 j 1 I °t /l c�s�= 3.oa'��L o. o�� i ,L Q 3 l C �i P� t. q -��Oa d �a t�1 F�J i s f t✓., i�� 4 r A r �x� ��,ri s O-+� 3 D�P f� p-� 6va �A� �o H�, f o� o�r�.'., �N/H� �o.0 6 �/o.s-�� o. �z .h _�D. 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A �-3 0 so-7sc C� ��,p Q 16 -59 d E i�" �A� ti I a a I��R .�c� ,i l s? a o---- G -59 a t6- 2' MT3-85C 0 t� 1 T 19 ,.to �t a s f8 s P 2 B 1, 7si s� .s 1 Spokane County Engineers Pro�ect ALSTART 1026 W BROADWAY AVENUE Job No B95142 Spokane� WA 99260 Disc No Fite Name TYPICAL SECTION DATA 07-Oec�95 Roadway haif width ENTER—> 21 5 02 20 PM Road Name ENTER--> 1 st AVE Left or Right ENTER—> RtGHT Curb Type TYPE B COUNTY Statlon Interval ENTER--> 25 MINIMUM MAXIMUM Curb EL Curb EL Edge Pave CENTER 9�b SLOPE EDGE DIST �6 SLOPE EOGE DIST FROM (-4 5°�6 (-2°6 to Gutter LINE CENTER- PAVEMENT C!L TO C/L TO PAVEMEN EDGE PVMT from E/P FROM EIP SELECT Design Top Curb STATION ELEVATION LINE ELEVATION E/P EDGE PAVE SLOPE TO CURB CURB HG� CURB HG'� ED ELEV GRADE °y5 Grede 106 00 1983 83 1671 54 1983 62 12 00 -1 75 1871 34 9 50 1983 65 1983 85 1983 82 -2 31 141 00 1963 84 0 03 1983 58 11 50 -2 26 -011 10 00 1963 58 1983 80 1963 64 -3 82 -0 51 200 00 1883 87 0 05 �983 68 11 50 -1 83 014 10 00 1963 68 1983 88 1983 94 -1 24 0 51 268 00 1983 93 0 09 1983 70 11 00 -2 09 0 06 10 50 1983 68 1963 91 1983 81 -5 28 -0 50 342 �0 1983 95 0 03 1883 71 11 00 -218 0 01 10 50 1983 89 19g3 92 1984 00 -1 06 0 51 �a� T��l S �•��F Lvc 1 �E gDX l�?X jlv rN� �f t �i v� ��h L p�,�a 3s� ;o ,o� o or o to r_ �a i r. t 0 /o o /o l r 2$ R �8 3 a.. 2� i a _o N cs� ��.�c, 01� N ?D 1�LL 7a s�,,, u1 3 x �Y l�,�. 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