1st E 12322 Spec Warehouse J�/
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Related 'File,
Date to Revi�w ��ib•Z�-42 T'atrt� l0.RQ4
.Da�e to AA 8c DIt Time
Date Reoeived 06=1'9-92
Project Natne SPEC WAREHOUSE No. L- o�ts 1�o.Acr.es
�ecbon Township f�ange
SITE �AIDI)ItESS ].�322 �E 1ST/ E PINES �AItCEI. 225,42-0429'
Applicant's N�am�. .P,ETE� OR FRITZ woLF Phone 921-�,93�,
Address Work 922-1600
Date Conditions mailed
Contact per.son P,hone
FLOOD ZONE Yes. No J�
Engineer 1 Surveyor's. Architect's Name
Watet Address
Sewer
S+�hoo[
Planning Cootact:Person 'Phooe 456-22Q5
Date Submitted D�cription .Init�als•
AGREEMENT �TO P�Y .EEES� �COMPLETED
�J_�,�s/,�IMAI: PL--AT .�ES .COMPLETED
NOTIGE 1b PUBLIC' 1 3� 4 6 COMP-LETED OR NbT NEEDI?D
NOTICE TO PUBLIC NEEDS'TO ��BE� SIG.i�D
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S�POI��NE COUNTY PROISECUTIrIG A�'TOR�iEY
a� �=`''a�' Donald C. Brockett
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Ta: P Wailis O. Hubba�d, Spokane County, Pianning� Director
From: James P. Emacio, Oeputy Prosecuting Attor�ey
�ate: Oecember 22, 1986
Re: Oid Chicago, ,ARii�waukee, St. Paut ��Pacitic
Raii�oad Company's Right-of-Way
�������������������������-°����������������������w������es�����o�����
It. has been b�ought eo the attention of� the Prosecuting Attorneys vffice that
sorY►e co�fusion may ex�ist among County departments as Yo the status ot the
Chtcago, Mitwaukee, �St. Paui Pacific Railroad Company°s Oishman to Coeu��
d'A�lene branch line ��ight°of-way. As you will recall,, that �ight-of-way was
conveyed to� Spokane County by Ootume�t iVo. 84-12230081, re.co�ded i� Volume
5�31, page 1970, of the� Spo.kane County Audito�'s office. Subsequent to that
conveyance, Spoka�e County djd exchange certain rights-of-way with U�ive�sity
C�i ty
AtthoWgh •�the o�i.ginal acqui'sition of the old Chicago, Milwaukee, �St. Paul Pac-
if+c Raitroad Company's �ight-of-wa.y was 'to� sewer pu�poses�, �subsequent to the
initiai acquisition occurring in 7980 the Boa�d. of County Comn�issioners deter-
mined �to se'll' a right-of-way inie�est in� all the acqui�ed �ailraad right•of-way
interest to the Spok�ane County Roa�d Oepartment" for road right-ot-w.ay pur-
poses.
According�ly, it is the position ot the Prosecuting Attorney's- office tha�t at tti'e
p�resen.t tirme, atl the. old �Chicago, Milwaukee, St. Paul Paci�i�c Rai�iway Com-
pa�y,'s right-ot-way acquired by S,pokane County� is �oad right•of-way�. A-s
�s'uch, i,t i_s the �ecommendatio� of �the Prosecuting Attorn,ey's office that the
Pl;anning Oepartmen't �•view the �ailroad righ;ts-of-way as road ri'ghts-of-.way in
ca'Ic.ulati�g app.ropriate setbac�cs for adjoining properties.
For �your intormation, I have enclosed �a ma'p which depic_,ts the right•of-wa'y as
��cquirec! by the Coun,ty tor ,sewe�agc purposes�, includi�g the 11-City e�xch'ange,
��d as t.ra�sferred to� �the R'oad Depa�tment �far road, r,i.ght-of-way purposes
Should you have any questio�s with respect �to this matter, please do not h�esi-
tate� to give me a call.
:1PE
E�closu�e (1
�'aa*�p
�r�xEtzZa�+to� gao� x��rx� �ta,� Kois�o3xz �u=Ma�rio� �taino�ra �s�za
�cw�►�r4w '!'ftI"S Z� NOT A PSRMIT s�►�
PENALTIES i�TZLL BE ASSSSSS►D FtiaR t�CZNG 'NORK WITHOLTT A PEEtMIT
��r����a l�����l�r����i�a��r������+��rN�
3ITE STRE� 12322 E 1ST AVS_ PARCELI#� 45222.4428
AI�DRESS� SPOI{ANE WA 99216 �,j
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r PERMIT USE= SPECULATIVE RAREHOIISE
PLAT#= 002504 PLAT NAME� 3TEWART•S SDB.BLK.169 OF OPP.
BLOCK� 168 LOT� 18 ZONE= I-2 DIST#� F
AREA= 00031000 F/A= F WIDTH= 1550 DEPTH= 200 R/W�
OF BLDGS= 1 DWELLINGS= �`1 -WATER DIST a
OWNER= JAMAW, J PFiONE� S 0 9 92 2 160 0
STREET= 9016 E INDIANA AVE i,
ADDRESS- SP4KANE WA 99212
CONTACT NAME= FRITZ WOLFE PHONE NUMBER= 5�9 922 1600
BUILDING SETBACKS: FRONT= 95 LEET� 0 RIGHT= 0 REAR= 35
REVIEW INFORMATION **�*******�****�,t��*����**•
DEPARTMENT REVI�W REQUIREMENT
BUILDING PI,AN REVIEA REQUIRED I� •/3
a��-�
�o��s .t
BUILDING SETSACK REVIEW REQUIRED
r
COMjMENTS
ENGINEER S ITE DRAINAGE TO BE REVIEWED .,�4� .,�t
cor�rrrs
HEALTHDIST NEW OR ADDITIUNAL RASTE Wr�iTER
co�rtTS ✓1 '�,.r2... 1 b c
HEALTHDIST II�TCREASE IN I�OT COVERAGE W I
CONIl+�lEt+TTS
�c� Mu�'Go�rvt�t �b �t�� ?1''
PLANNING SITE PLAN REVIEW REQUIRED�
C41�lENTS
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FIRE DISTR FIRE FLOW TO BE REVIEWED �j U CQ,.,
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t. A�..�.. �u��ttm '!'l�- j �e�av�► fii4�E�+►'�io�l s��
.�►.�ss G�R'�JlN� 1� S�3m1t1�► �ffi�R �:y1�,t�y /�d
-�-i= °�athu�trri
AND -PE�tA�IIT REI.EASE RF:QU Z'S
P� ��LicA�or� cor��vcE g�
EAST 12322 1S'T� A�rENtTE
O�'�IGE SPF�CUI.ATIVE WAREHOUSE 4 Z 6�gg
IUNE 24, 1992 j ,JUN
1�E G�� ��t��
Note to Applicant: Some time �a� the C�unty nec�vgnized th� need t� streaml�rse tJee b�ilding
accordtngly initiated these Conjer�enc�es. Comments to date indicate -�he iaonferenaes, m�e su�aessful and do
enhcrnce the� permit system. As a re�ent participant, we would �appreciate any aom�nents you mlght have to,; further
impmve the proc�ess. Shor�ld yoa have any q�cesttons or�c�vncaer.ns r.egarding your cionference, plebse ��etact me at
456=3675.
Sincerely.
.lcunes L. Man'son, Dir.ector
Corned�on� o� Cha�ges to:
Plans
Subnelt seven (7) �sers of nevised• site; dralnu�e, and lirndsaipe p/ans plurs three (3) c�vmplete
sets of c�vnstruction� drawl»gs� to the Deparn»ent of Baildings for ac�urowledgement and
distrPbution to 'the appropriate agencier.
In order for aIl agencies to� expeditiously process .your project, lt is impoi•tan��that-,submittals�
irrclude all� nec�essa .ry drawings and documents to -insure that neview of yoar pnoject is�
completed ire the least umoa�ru o, f time.
Mi�tutes
Please �iot� us within one driy.of your nece�pt of the minutes.
Should a�fore.reeable circwnstances� or c�o�licts arlse with your-projeat, please contact- �Tom Davis for assistance
or clar�c�a�ion.
For your convenience the following is a�lisdng of the permit r+elease requirements found in the
attached minutes .and can be used as a�� checktist while the proposal is in the application stage.
If you have� any questions or concerns, please let us know.
Copies� of the minutes have b�n forwarded to:
PERAIIIT RBVIEW PARTICIPANTS: A�'PLICA►N'I'S:
Tom Davis, Department of Buildings Bob Townsend Inland
Jun Mascardo, Department of Buildings Construction *�E. 102. Sprague
Dennis Scott, Public Works Director Spok,aine, WA 99202 747-5162
Francine Shaw, Planning_ Department
Bob 'I�rner, Division �of Engineering Roads Peter Wolff E. 15614 4th
Kelle Vigeland, Air Pollution Coatrol Authority Veradale, WA 99037 921-5931
Daryl Way, Health District
Cly,de Wisenor, Fire� District No. 1
File East 12322 1 st Avenue
Office Speculative �Warehouse
-1-
e�
S Y t7F R�Q
�AST �12322 1ST AV�NUE
P G� Francine Sha�v [456-22U51
Please identify the parcel creation� date so a deter-mination can
be made as to if .the site is buildable.
Please submit a Certificate �of Ezemption aggregating the�.parcels
with .a minor lot line adj ustment.
Please submit a-revis�d site illustrating building height in
f�t: and stories, floor plan for mezzanine, par king, traffic �control
devices, exterior�storage areas, fence height, sight obscurin�
'scree�ung exterior lighting, landscapi�g (including 5 foot� v+nde� strip
of Type III along 1 st Avenue), and se�acks for review and approval.
Notes:
SPOR:ANE COIJNITY AIR, POLI;UTION CONTROL. -AUTHOR� I�elle �li�elaad
�456-4?27�
Tliere are no building permit release requirements.
Notes:
DIVISIOTd �F ENG di ROADS Bob 'Itirner �45b-31500�
Please submit� a drainage plan for review -and approval.
Pleaise submit road plans for improvements �to 1 st Avenue.
Please submit_ a. c.opy� of the .Agreement to Pay Fees signed by �the
owner.
Notes:
:HEAL'I� DIS'I?RIG°T Da�r�rl VVa� �324-156Q�
The Health District �has authorized the Depanment of �Buildings
to release their portion of the building permit.
-2-
1
.NOtC$:
FIRE-DIS"I'�tIC.T IyO. 1 �1�rde�Wise.nor.(�28-?.�62�
a The� order form for �the lock (Knox) box entry system .shall be�
submitted� to the Fire District prior to release of ��the building
permit.
Notes:
BUILDIN(aS Tom Postl�wai't �45f}3675�
Please �submit two complete-revised sets�, of plans addressing the
items discussed during the meeting for review and approval.
Notes:
�ss�*
P'lease submit all_revised site plans to the Departr�ent of Build.ings,for distribution.
�s���#*����*���*��*�*
-3-
t :y
1 PR�E-APPLICATION CONFERENCE
2
3 PRE-APPLICATIOId CONF�EREN,CE
12 3 2�2 EAST �FI�RST AVENUE
4 JUNE 24, 1992
5
6 VERBATIM TRANSCRIP.T OF PROCEEDIIdGS
7
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9
10
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12
13
14 A P P E A R A N C E S:
15 THONTAS DAVIS Department of Build-inq
16 DARYL WAY Health Dfstrict
�17 CLY�DE �1 Spokane Valley Fire Department
18 BOS TURNER County. Enqineers.Department
19 FRANCINE SHAW P,lanninq Department
20 JUN-MASCARDO Buildinq De�partment
21 PETER WOL�FF Inland Construction
22 BOB TOWNSEND Inlanc� Construction
23
2�4
25
SPOKANE REPORTING SERVICE
421 6�. �Riverside, Suite 1010
Spokane, WA (509) 624-6255
1
1 MR. DAVIS�: Since we are all
2 together, we will begin�to r-eview this proposal. I
3 know �we are give mi-nutes early, but since we ar�e
4 here, we'll qet it completed since it i_s rather warm
5 in this room.
6 �For introductions, I am Tom Da�vis,
7 Department of. Buildings. And Daryl Way.
8 MR. WAY: Daryl Way, Health Distr--ict.
9 �1KR. WISENOR: Clyde Wisenor. I am
10 with the F�ire Departmen.t.
11 TKR. TURNER: Bob Turner with the
12 Count�y Enqineers.
13 MS. SHAW: Francine Shaw, the
14 Planninq Department.
15 'MR. MASCI�RDO:� Jun �Ma�ca�rd�o with the
16 B�u i ld��ing Depar�tment
17 I�R. WOLFF: Pete Wol�ff Inla�nd
18 Construction.
_19 1�+iR. T06dN�SEND: Bob Town�end, Inland
20 Construction.
21 T�IR. D'AVI S: And we have Beck.y WeeDcs
22 with us a�nd she is qoing to be the record�er. What
2�3 �we are going to do is complete the r-ecord. of �he
24 dfscussion items and identigy the permit release
25 requir-ements. This wi-11 help you to identify what
SPORANE REPORTING SERVICE
421 W. Riverside, Suite 1010.
Spokane, WA (509�) 624-6255
2
i
1 needs to be done in order to qet the permit.
,2 Who would be_the conta�ct person?
3 MR., TOWNSEND: That would be myse;lf
4 �MR, DAVI S: And do you want to q i�ve
5 us kind of a 1 overv�iew� of the project�
6 MR: TOWNSEND: Well, basi�cally it is,
7 going to be,a 9,000 square foot building, wood frame
S construction�, 18. foot clear on �the inside trust,
9 �f lat trust roof with compos�ition sh,inq�les on the
10 �top, hip on the ends. There is one t�enant for a
11 3, 0�0�0 square foot space currently �and then the other�
12 two or the balance,, the other 6, 000 squ�are feet is�
13 goinq to be left unfinished �ur�til a�enant comes
14 along.
C 15 MR,. DAVIS: So you could have �several
16 tenants, then?
17 1�iR TOWNSE1dD It wi 11 probably
1:8 either be one or two, .kind of divides up pretty
19 n�i'cely into e�ither- two �spaces or ��hree spaces.
20 NTRo DAVI�S�: Okay. And �this is� space
2,1 that you have leased?
22 MR. TOWNSEND: That� correct.
2�3 M�R. DAVIS.: And what is the� tenant?
2 4 P�IR�. TOWNS�BND :-$ver�hart Pa_int ing He
25 is a paintinq contractor.
SPOKANE-REPORTING SERVICE
42��1 W. Riverside, suite 1010
P Spokane, WA (50 624-6255
3
1
1 MR. DAVIS: Oka�y.
2 MR. 6�I-SENOR: This is hous�e� paint�ing
3 type like that?
4 MR. TOWN�SEND: Comme�cial.
5 MR. WISENOR: Not cars?
6 MR. TOWNSEND: N�o, h�e doesn'�t paint
7 the�re .It is j ust a�storage, stores riqs and al l o,f
8 �his gear and he has qot lik�e four vans �h�at he
9 carries �all of h�is s�uff in and he is �ust ex�pand�in'g
10 a little bit and needs some more space�.
11 MR. WISENOR: I:f he is us any oil
12 base pa_,ints or something, he is q,oing to have to
13 have a �storage o
14 �+IR. TOWNSEND: I don't �hink he �has
C 15 anything in t�he way of I mean it is a
16 residential.
17 MR. W�ISEN.OR: �Basically latex?
18 l�t. TOWNSEND: Latex.
19 �+lR. DAVIS: This is basically the
2,0 f�loor- plan 't�h�at the- �enan� wants?
21 MR. TOWIJSEYJD�: Right., right.�
2 2 MR. MASCA�RDO Excuse me It lo,oks
2�3 to me 1 i�ke you are qo inq to have a me z�z an�ine�.
24 MR. T06+TNSEN�D: A mezzanine, riqht
2 5 MR .�iASCARDO PRez zanine f or s�orage
SPOKANE REPORT�ING SERVICE
421 W. Riverside, Su�ite 1010
Spokane, WA (50.9) 624-6255
4
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1 or space?
2 1�TR. TOWNSEND: He is �hinkfnq that
3 poss-ib�ly some day on down.the road he would like to
4 possi.bly buf ld anot�her little off ice up there�, .but
5� right �now it is just going to be a mezz�anine for, I
6 think they can put their ladders up there.out of the
7 way or wh�atever.
8 ��MR M�ASCI�RDO We need to know the
9 future use so th�at we can determine the f�loor load
10 f or that part icular f-loor
11 l�t. DAVIS�: We can address that when
12 we get down to Jun�s comments. On this plan you
13 have a wash bay.
14 MR: TOWNSEND: �He wants to be ab�le to
15 wash his.trucks out, you know.
16 MR. DAVIS: Floor �dra-in?
17 MR. TOWNSEND: Riqht.
�18 MR DAVI S: Wh�at s your t�ime f rame on
19 your projec� gettinq construction�underway?
20 YrLR. TOWNSENDo Well, we �want �o have
21 the documents back into you .before the first of
22 July.
2 3 YKR.. DAVI�S Ok�ay What we can do i s
24 identify what needs to be done. Are ther.e any
25. quest�ions before we begin?
SPOKANE REPORTING SERVICE
421 W. Riverside�, Suite 1010
1. Spokane., WA (509) 624-6255
5
4
1 �Fran�cine, it is all your�s
f 2 �NIS. SHA�W: Okay. The .proposed
3 speculative war�ehouse is located on parcels
4 45222�.0429 and 45222.0428. The zone of �hese
5 parcels is I-2, in which warehousf�ng is an all�owed
6 use and o�ff ice is allowed as an accessory use.
7 Related Planninq Department action� include zoning
8 �class�ificatiori, �file number ZE171555 for which there
9 are�no conditions.
10 F�irst the P-lanning Department is goinq to
il require th�e applicant to submit assessor�'s records
12 of parcel c�reation dates. We have not been able to
13 .acces.s their records t�o find out tha�t iri�formation.
14 This is being requested because as of March 13, 1978
1�5 any p,arcel that was created` after that date in �hat
16 bu�siness zone or an industrial zone required e-i�her
17 to��be s�hort platted or adjusted through certif.icates
18 o�f exemptions for minor lot line adjustments. And
19 we are not sure what happened here. So what we
2 0 needed, to� do i's go to the asees,sor s of f�ice and they
2�1 have f ield book� wh�ich wi,ll te,l l you when that
22 property was created for both those parcels.
.23 I am not very concerned �ith parcel
24 45222 .0�429 because it's en�irety is an a=lready
25 pla�tted parcel, bu� 28 is half of�� a p-latted parcel,
SPOKANE REPORTING SERVICE
42�1, W. Riverside, Sui�te 1010
Spokane, WA (509) 624-6255
6
i s.o that�s where my concern is. And once these
2 parce.ls have. been determined bu�i�ldable, we 11 t�hen
3 require you to aggregate them into one single pa�rcel
4� throuqh an certif ic.ate of. exemption for a minor lot
5 l�ine adjust�ment. This �is because your �parkinq �is on
6 the adjacent parcel, to the west,, parcel .0428� and
7 �that pa�rcel may be sold �in the fut�ure leaving the
8 structur-e without adequate pa�rking requirements.
9 The site plan indicates a 2.O.foot easement
1�0 o�n th�e ea�st portion of the s ite What s that
11 easement meant for?
12 �iR TOWN�S END �S ewer
13 MS SH1�W a S ewer .Okay We 11
14 re�quire a revised site plan. The building ne�ds�to
15 be set back 3 5�f eet fr- om� the south property 1 ine
16, This is because the�adjacent property to the south
17 is going to be used for the right-of-way �for the
18 south valley a�rterial and that is a princ_ipal
19 arterial wi�th control access, a flanki�nq street
20 setback structure is 35 feet. And that�s based on
21 �hi�s memor,andum from Jim Emacio, t�e Deputy
22 Prosecutinq Attorney.
23 .MR. DAVIS: Francine, �th,e setback
24 on the south property line 'is?
25 MS. SHAW: Is going 'to have to be 35
SPOKANE REPORTII�G S�ERVICE
421 W. R Suite 1010
1 Spokane, WA (509) 624-62�55
7
I
a
1 f.eet�.
2 MR. DAVIS�: The front :setback?
3 1�S�. SHAW: Is also 35 feet or 65 feet
4 f=om the center 1"ine of the road
5 MR. DAVIS: That cuts a pretty qood
6 chunk.
7 MR. TOWNSEND:� You are qoing to have
8 a,problem on this one with the property owner, I
9 g�uarantee it.
10 MS SHAW I come a�cross it: al l the
11 �time, so it is not�hing new.
12 MR. TOWNS�ENDs Okay.
13 MR D .S�: ,N,ote he�iqht of bu�i ld ing
14 not_ only in� feet as illustrated� in �the site plaa�,
15 but stories. We would say this i_s a two
16 st�=uc�ture because the mez za�nine is incl�uded o
17 Parki�ng will be based on the use and a,t th�is time
18 you don't��know for sure what the mezzanine is going
1-9 �to .be used as? Is it storage., basically,, addi�ional
2 0 sto�raqe?
21 MR. WOLFF s If a�nything, i�� would be
22 offi�ce, future office.
2�3 MS a SHA6�: Park�ing. Okay, your
2�4� of�f ice, wou�ld i� be an �of f ice for a s,pecu�lative
25 �warehouse peraon or pro�fes�ional office because
SPORANE REPORTING SERVIC�E
421 6�T. Rfvers�ide, Suite 1010
Spokane, WA (509) 624-6255
8.
1 parkinq is determined on whether it is a
2 professional of,fice or not.
3 MRa TOWNSE�ND: It is a painting
4 contractor, so he mfght have a conference room, you
5, know. It is someth�inq that would be an extra office
6 for him. He wouldn t� �be sub�leasia�g it �out or
7 �somethinq, if that� s wha�t you are qett�inq at.
8 MS.. SHAW: Based on the one story,
9 that-'�s shown on .your plan here, there �is more than
l0 adequ�a�te parki-ng in �hat s"ix stalls are required and
11 18 are illustra�ed.. With this off.ice, dependi�nq
12 upon �he size of the me�zzanine�, additional parki�nq
13 will be requ�ir.ed on one �per four; I believe 400
14 square� feet, okay. A�nd that would _be on top of the
15 six� that are required. I d�on't see that you have
:16 �any problem with parkinq with�what you have got
17 illustrated here.
18 6�e need you �to note a-11 traff �ic, or
19 excuse me, travel services and park�ing areas to be�
2 0 paved We �need a note of a 11 �tra f f ic control
�21 devices. That�s just-the parking stalls,
22 curb stalls and dir-ectional arrows. That needs to
23 be noted in �he site�plan. Wi11' you be proposinq
24 any .new siqns this permit?
25 MR�. TOWNSEND: A1ot at this �time, no.
SPOKANE R�EPORTING�SERVICE
4.21 W. Riverside, Suite 1010
l� Spokane, WA �(509) 62�4-6255
9
i
1 MS. 3HAW: Be aware there are code
2 requirements ,regulating, the s�ign and �tha�t you wou�ld
3 have to meet those requirements prior�to the release
4 of the buildinq� permft fo'r that.
5 AKR TOWNSE�ND You menti oned �he
6 directional a�rrows ar�e a requirement.
7 MS. SHAW: We like to see th�em,
8 however, if you have qot adequate travel�lanes,
9 two-way lane, I don't have a problem with not havi�g
10 direc�tional arrows. However, you do need to paint
li your�parking stalls and delinea��e those on the
12 �asphalt.
13 W�ill you be proposinq a�ny exterior storage
14 a�reas- for this si�e?
�15 MR. TOWNSEND:� There i-a. an ar.ea on
16 t�be east side that's qoinq to be fenced in.
17 MS SHA6�T�: For s�oraqe?
1 g P!IIR T06�T1�TSEND Yeah, whatever the
19 tenant might want to store out �here.
2 p MS a S�HA�I: That area also wou�ld need
21 to be paved because it is going to be a travel.
22 surface. �There will be cars accessinq that area a�nd
2�3 the f�enc�inq around �ha� area shall be a�t least six
24 feet high for security, so we need you to note �hat
25 on the plan.
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1 I�R. TOWNSEND: Now if thi� is only
2. foot traff-ic back here, i� doesn�t have to be paved?
3 MS. SHAW: To the storage areas?
4� MR. TOWNSEND: .Well, this is� an
5 easement with the sewer underneath.
6 MS-. SHAW What I would� 1 ike to do 'i�s
7 conta�ct my supervisor and see�what he would make any
8 adjustments on that. If it_is a sewer easement,
9 we probably ar.en�t goinq�to want you pave over the
10 top of that
11 MR. TOWNSENDs Right.
12 MS .,SHA�id We may not al low storage
13 on top of tha�t
14 MR TOWNSEND: We have the right to
15 use �it for �:storag.e p,er the agreement th�at s� already
16 documented
17 MS�. SHAW s Okay.
18 MR. TOWNSEND: with t�he County on
19 giving up tha� easement...
20 MSe SHAW:� Could you provide that
21 easement to our departmer►t and �then that would help
2 2 provide some ver�if i�ca�t��ion �to us
2 3 MR TOWNSEAID Yes��.
2 4 MS SH�IW�: Li�ke Y sa�id I wi 11 check
2�5 on the pav�inq of that storaqe ar- ea. Okay.
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a
1 How about any .new exterior si�te�� for
2 building�, light'ing, par�Cing lot liqhtinq? Wi11 you
3 be� proposinq an.y fixtures?
4 MR. TOWNSEND: There would•probably
5 be a liqht or two on the buil�ding, but no stand-
6 alone lights at this poi�nt in time.
7 �iS SHATid": What I need' you to do is
8 locate them on the structure. Just put little bulbs
9 or however you would like to illustra�e that and,
10 a�lso illustrate the direction of illumination of�
11 those l�iqhts. The Code requires that all exterior
12 lights be directed away from adjoininq property
13 lines. Also, this is just a little statement I say
14 right out o�f the Code., and it is j�u�st a spiel.,
15 basi'cally, ��but you a-re =equ to meet a,ll
16 applicable Federal, S�a�e and local aqency. statutes�,
17 laws and ordinances with reqards�to protec��inq��the
18 soil, qround an'd surface water area� for human
19 health._
20 We are going to require a landscape plan.
21. Five feet of Type 3 is requi�red alonq �the property
22 line fronting First Avenue. You need to locate �has�
23 strip entirely within the property boundaries of �the
24 proposal and out of the right-o�f-wayo This strip
2�5 wou�ld normal�ly be required alonq t�he �outh proper�ty
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t
1 line also adjacent to the riqht-of=way fo� the south
2 valley expressway, but we a�re�not qoing to require
3 that because i� may be a lot of years before they
4 construct �hat,, but be -a.ware of that.
5 I�n the :future, if it is constructed and
6 there are additions made to the struc�ture, you will
7 have to put five-foot T:ype 3 alonq that road. Ok�ay.
8� All landscapinq needs to be protected b.y a six-in�ch
9 hi.gh protect�ive cur�b and it needs to be
10� automatically irrigated. That's a requ-irement of
11 Code.
12, 1�R. �TO�+INSEND: Is that. curb, is that
13 a new, somethinq n�ew?
14� MS. SHAW: It is not �new to me, but I
15 have only been doing this for seven months, so I
16 can' tell y.ou exactly what was required in the
17 past. I would suppose it was.
18 Your landscape pl"an needs to indica�te
19 species of plantinq, the size of type o.f plan�ings
20 �s,uch as this meets a defi�nition of �a� Type 3
21 landscap.e and I have that section �of Code for you to
22 �review. The six curbing and automatic
23 i�rriga�tion tha� only is to be� illus�rated �hat
24 the appl-ica•nt is r.equired �to submit a nursery
25 estimate ref lectinq the l�andscape plan which
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1 itemizes the cost of �andscape materials, labor�and
2 automat��ic irrigation..
3 And lastly we r�equire a promissory le�ter
4 f�rom the applicant or owner which is qo.inq to ensure
5 the installation of landscaping as illustrated on
6 the landscape plan. And I have a sample letter for
7 youu. Please submf�t this on your letterhead and f ill
8 in your address and the name of the proposed
9 c�onstruction project.
1-0 Do you have any questions?
11 MR TOWNS�END No�.
12 MS SHATnT Okay
13 MR. DAVI�S: Francine, for the record',
14 I would like to have you summariz�e the permit.
C 15 r.elease requ�irements
16 MS SHAW�: We �need to f ind out date
17 of parcel creation to verify that parcel 45222.0428
18 'is, in fact, buildable. Once the has been
19 det�ermined buildable, then we�need to aggregate them
2 0 together throuqh a certi�f icate of- exemp�ion f orm
21 minor lot line adjustment. We need the buildinq
2 2 "to be -set �back 3 5 f eet f rom the south property 1 i�ne
23 because
24 MR. DAVIS: That would be shown on
25 the revised site plan.
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1- MS SHAW '�.es
2 MR.�DAVIS:, I would like to be able
3 to pick out-f�rom the minutes here the exact permit
4 release-requ`ire�ments the site plan shall include and
5 then list thos�e thinqs.
6 MS. SHAW: So we�need to recite the
7 pla�n
8 MR. DAVIS: So instead of read_inq
9 thr,ouqh the text and, okay, �here is one because we
1�0 h�ave got to make sure we don't miss something on
11 thi:s, so you need revised site plan.
12 MS SHAW R.ight
13 MR. DAVIS: Containing
14 T�±IS SHAW I see You want my
�15 wordaqe to be s�uch th�a� we say that This is
16 someth'ing new�, the court reporter here, so we need
17 to qet.down our protocol.
18 MR. DAVI•S: We are experimenting.
19 MS. SH1�W: Revi�sed site plan
20 illustratinq a 35-foot building set back fr�om �the
21 south property line. A note� of buildinq he��iqht in-
22 feet and stor.ies�. The fl�oor plan of the mez"zanine.
23 to determ requirements for that area; a
2 4 note of all tra��f ic con�trol devices�; the exterior
25' storage area, and the �note of fence height and s�fte
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e
1 obscuring screeninq; exterior- ligh�ting for t�he site
2 and a�d�etailed l�andscape plan illustratinq the
3 f ive-foo� Type 3 alonq the ��property l�ine fronting
4 First Avenue, a nursery estimate and a promissory
5 letter.
6 1�R. DAVIS�: Good. Thank you,
7 Francine•: Air Pollution has�sent comments over t�o
8 this department, basically their standard response
9� to all a�pplica�nts ind�icatinq -th�a�t during
l0 construction they have to keep dust emissions a�t a
11 minimum. If you u�ilize any eq�uipment that produc�es
12 emissions, it may require a perm�it from Air
1�3 Po�llutio,n, what �hey, call a Not�ice of Constructfon
14 Permit. This includes fuel burninq equipment t�ha�t�s
Q 15 qreater�than�400,000 BTUs, but I don�t think you
16 will probabl�y be having that ki�n�d. Those are
17 their c.omments°gor the record. And there is no
1s permit release requ-irements under that.
19 O�ay. Bob.
20� MR. TURNER: These are comments
21 from the Engin�eers Departmen�. You will need to
22 �urn in a 208 drainage plan�for this property.
23 Since the roof is compos�ition material, the roofer
24 will have to go through �he 208, also. Y,ou wi-11
25 need to provide road and drainage plan��for street
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1 improvements, that�s improvements �for Fir,st, ty�pical
2 roadwa.y section number 1, which is access etandards,
3 which contains �sidewalk, curbinq and additiona�l
4 pavement.
5 MR. TOWNSEND: How f,s it that �you
6 are reque�stinq tha�t that be done for th-is prop,erty
7� when all th�e other recently constr�ucted buildings
8 out there there has been nothinq done on?
9 MR. T� END: I would ha�e to look
�jy�
10 at the s�ite and there are other exfsting buildings
11 out there �hat are new. The.y are existinq, so yours
12 is a brand new site and bra•nd �new lotso
13 MR. TOWNSEND�: How old is the one
14 across the street? Two years, �hree years old?
4. 15 MR. WISENOR.: The white metal one.
16 MR. TO�TNSEND: It is a med3.cal
17 service laboratory,or someth�inq.
18 MR. TURNER: I have no �idea�. I can��'t
19 answer that question.
2 0 MR. �T06+1IdSEND s It is only a couple of
21 years o ld y,ou
2 2� �MR .�dI SENOR Y,ou are ta lk ing on
23 First?
24 MR. TOWNSEND: It would be on the
2 5 north s ide of �he �s�t�reet
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l
1 MR. DAVIS: That's �not
2 MR. WAY: That's a house.
3 1�R. TOWNSEND: No, there is�
4 MR DAVISa Where .your Valley_Health
5 clinic is oper-ating at?
6 MR. WAY: Is that ours?
7 MR. DAVIS: I think you are ren�ing
8 space in the�e. It is kind og
9� MR. WAY,: That's not a new one: That
-10 was a rebuild. A1 Hall did that.
1�1 I�R. TURNER�: I�hink what s happen�inq
12 there. That was an existinq site where someth��i�ng
13 was remodeled. Your site is brand new. It is a
1.4 vacan't lot, so you are sta�ting from scratch,
15 basically. S�o as you come in, you need to meet�our
16 requireme�nts and the County requirements.. �Per our
17 standard�s from 1981 are curb and sidewalk and
18 pav�ing. So that�s why you need to meet the typical
19 roadway number 1 acce.ss standard.
2 0 MR T06�TNSEND I s tha.� j�ust curb or
21 curb a�nd g�utter?
2 2 MR TURNTsR Curb and gut�er �and
2�3 sidewalk., Type: B curb.. Those plans �will need to
2� be prepa�red by an engineer I w,oul�d �sugge�st that
25 you start on that as quick�ly as possible�. The
SPOKANE REPORTING SERVICE
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1 en,g�ineers in Spoka�n�e a�re extreme�ly booked up. I
2 wouldn'�t want�that do de�lay your project. You will
3 need to obtain an approach permit from the�County
4 Engin�eers o�ffic.e for approaches off of First. That
5 can be obta �ined at the Enqineer�s of�f ice for a$3�0
6 fee.
7 If you look on paqe 2, about.a quarter
8 of the way down, there -is a.paragr-aph I would just
9 1 ike to quote Cou�ty compr�hens_..�;ve pla.�
10 �-r�en�e�� �ou�3� vaiiey� arter��al as a pri�cipal�
i i ���Ya ���t�r-� �acc�ess h.�gh �ap��f i�y� faGY"T�ty.
12 ��p.���t a��ter�a� road p�a�, a
13 of r �ou�d bB
14 �necessax� ��s i� �a�i p�erm�irt..
f
15 ��gxneer� of#'ice i� Qnly d�i�csiosing ,o
16 �ya ure need �po�a�e Co�x� X isi.'�i�g to
17 �uuc�:t�ase� this pro�ssert� to have .adegwa_t,.e� rfqht-ttf-��1
18 f�co i���.einent th�ese ar-te�ial improvemen�ts. i
19 So you should u�nderstand and know that the
20 arter�fal is qoinq to run be�hind your property and it
21 is� qoinq to be 160 ,feet in right-of-way when it qets
22 built. It could.perhaps even be more at this
23 loca�ion �because the�re will be an �intersection a�t
24 P�ines and that re�quir-es a taper �o have adequate
2'5 turninq lanes. So the County is not requiring you
SPOKANE REPORTIN,G SERVICE
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19
1 to set ba�ck or �to dedicate right-of�-way. 6�That we
2 are say_ing is you -need to be aware of� it and if you
3 so des�ire, the County will purchase �th�at
4 r iqht-of -way f rom you r ight now That s comp lete�ly
5 up�to the property own�er's discretion.
6 'I�R TO�iNSEND Let s j ump back then
7 to y�our 35 foot�setback is essentially preventing
8 us.from building in the area that you are-talkinq
9 about that you are not requirinq us to worry about
10 now.
11 MR. TURNER: Ido, sir; it is not. It
12 has nothi�nq to do with the south valley arterial.
13 35 foot set�back is a� condit�ion of riqht-of-way
14 that��s already ex.i�sting back there now, settinq
15 back from that existing� right-of-way. An�d I th'ink
16 i f you read �ha�t letter f rom Mr Emac.io that' s
17 saying,that because the Coun�y did pu�rcha�se the Old
18 Milwaukee Railroad rig�ht-of-way, that means that
19 there is .10 0 f eet o_f the right-of -way back there and
20 you are required to set back �r-om that right-of-way.
21 In relation to tha�, we would ask the
22 Planning Department to route the cert-ificate� of
2 3 exemp�ion to the Engineere of f ice s�o we� could
24 condition that so to make sure th�at we�have adequate
25 room back there. �We would al�so ask the Plann�inq
SPOKANE REPORTY�NG SERVICE
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1 Department not allow, any ad�inistrat exception
2 to re�duce that 35 foot setback. So aqain, this is
3 not a condition o�f y,our permit. We are just letting
�4 you know that that is -back there and ig you so wish.,
5 the County would willingly purchase tha�
6 right-of-way and have that portion of that roadway
7 sect taken care o,f
8 MR TOWN.SEN�D o �And i f wers you to
9 purchase tha� �right-of-way�, this 35 feet that we
1.0 are talki�ng abou�t that you are ask�ing for everyt�hing
il to set �back, then wha��t would our buildinq setback
12 be?
13- MS�. SHAW: 35 feet from that newly
14 es�ablished property line..
15 MR. TOWNSEND�: Oka.y.
16 MR. So to summa-rize our
17 conditions from the En,c�'ineers Department we need a
i8 site plan with a 208 plan on it.
19 MR. TOWNSENDs �I mean, basically what
20 you are tellinq us 'is we have a�n un �buildable s�ite.
21 MR. TURNER: We are telling you what
22 "the future needs ar_e. It is not a requirement and
23 'i�t is� your dec-ision on what you are qoinq �o do w�i�th
24 t�he site.
25 MR. �TISENOR�: For my� clarification,
SP�KANE REPORTING SERVICE
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1 they- a�eed to qo 3 5 �eet from he�re riqht now and you
2 purchased 30 fee� of it.
3 MR. DAVIS: No. Five foot setback.
•4 MR. WISENOR: Excu�se me. On the
5 other side. Okay.
6 P�IR. TURNERs What we are sayinq is
7 the Co,u�nty
8 MR. WISENOR�: You purchased 30 and
9 t�hen they have qot to 3 5 f eet from �heir 3 0 f eet
10 IrTS. SHAWv From the newly established
11 property line. Th�is is all�qoinq to be
12 MR. TOWNSEND: It makes no sense.
13 MR. WISENOR: So it is 6�5 �feet.
14 MR. TURNER: W,e a�re not telling you
15 have �to put it up f or sale o
16 MR. DAVIS: �Maybe I can try to state
17 what I am hear:inq�.� Under the,present aliqnment,
18 there is a 35.foot setback. They can come in and
19 get a buildinq permi� and meet th�at setback say
20 today. Now in the future, the County can come,along
2 i and we want to buy 3 0 f eet of this The.y wil l buy
22 ��3� feet. T�h�at leaves a�five� foot- setback, which
2�3 th�en becomes a nonconforminq set�b�ack line.
2.4 MS SHAW T�ha�t s correc�
25 MR. WISENOR: But you wouldn't�have
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e
1 to move your buildinq. You would have a five foot
2� conforminq.
3 MS SHAW�: I-t would be
4 grandfathered in, righ�.
5 MR. �DAVY�S: Okay. Do you follow
6 that?
7 1KR TOWNSEND I qot th�at
8 MS. SHAW: Any new const'ruction,
9 however, t�hat would ta�ke place af�er tha� addit�ional
10 riqht-of-way be�inq purchased by the Count�y would
11 have to .meet the 3 5 f eet f rom �that property 1-f ne
12 MR. DAVIS: Okay. Everybody cl�ear on
13 that?
14 MR. TURNER: So we need a 208 plan
C 15 f or the s ite and we need t�he road p lans f or F i�rst
16 There is an agreement�t�o pay fees at�ached to your-
17 document. We'l1 need�tha�t siqned and turned in so
18 �we can be reimbur�sed for our review time.
19 Are there any quest�ions you have for the
20 Engineers Department?
21 MR. TOWNSEND: PTo.
22, P�IR. DAVIS: Ttiank you, Bob. Da�ryl.
23 MR. WAY: Th�is area is se�r�ved
2.4 by Modern �Electric Wa�-ter and you will need. �to
25 contact 'that company to arrange a connectfon. There
�SPOKANE REPORTING SERVICE�
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1 is a public sewer available in First Avenu�e a�nd
2 apparently there is an easement gran�ted to the
3 County to install, maintain and operate a sewe��on
4 the ea,st port ion of thi�s propert.y Do you know at
5 the time tha�t they installed �hat whether or not
�6 they stubbed?
7 MR... TOWNSEIdD: There are �wo of them.
8 MR. WAY: Ther-e are two s�ubs, oka-y.
9 You wil l need �o issue a permit throuqh �the �B.ui ld�ing
l0 D:epartment �for a connection permit to the� sewer
1�1 And�we would like to see all was�e water generating
12 facilities inside the building connected to that
13 sewer, which will i�nclude that wash bay draine The
14' was�h 'ba�y drain would have to be equipped wi�th a gri�d
1_5 trap�.
16 MR. T06�TNSEND: Sa-nd oil
17 Y�R. WAY: Probably an oil water
18 separator and�.you may wish�to speak to Jim Legat,
19� L-E-G-A-T, at the County Util�ities Department
2,0 regardinq any o�her poss�ible pre�reatment that�may
21 be nec�essary.
22 MR. TOWNSEND: Where was he at, Jim
23 Legat?
24 MR. WAY: The Utilities Department:
2 5 PRR. T.OWNSEND Okay.
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1 MR. D�AVIS: �.And his phone number is
2 456'-3604.
3 MR WAY You shou�ld contact Va�l ley
�4 Garbaqe Service�and I believe they are the refuqe
5 collecti�on depa-rtment or company for this area �about
6 the orientation of t�he� du�apster. If they use a,
7 front-loadinq �t�ruck, they are not g.oinq 'to be able
8 to get f n there and g�et that so they m.ight have
9 somethi�ng to sa�y how �you site that. We would 1'ike
10 to see a, critical materials listing b�e filed for the
1:1 existi�nq tenant, the first tenant, .and �then we would
12� like an opportuni�y to review any proposed further
13 and future use of the other �bays�within the building
14 occupancy-w�ise pr�ior to the release of any permit.
�15 MR. DAV.IS: That would require a
16 permit for in��erior c�omplet as you find your
17 �tenants or of f.ice
�18 MR. WAY.: We need to have a11
19 construc�ion debris taken to a licensed d�isposal
2 0 s�ite, no onsite bury, inq or- burninq e. And i.n summa�ry,,
21 the Health District i's.read�y to authorize the
22 buildinq depart�nent to �release our portion of the
23 permit.
24 �NTR. DAVIS�: Thank you.
25 �iR. WTSENOR: Bo,y, you are� soft
SPOKANE�REPORTING SERVICE
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25
_1 today.
t 2 N�t. DAVI.S s Clyde.
3 MR.�WISENOR: Fi=e Departmen�, Daryl
�4� sa�id� you are Modern Electric Wa'ter. �And your fire
�5 flow� requ�ires �here are 4, 000 qallons a minute for
6 t�hat. Your existin,q� system and shoul-d_
7 .del iver that,, �but conf i-rm it with Modern Electric
�8 �This is a record of, the past record on the fire
�9 your wes� property line, rouqhly., and"tha� gives you
10 sta�tics ar►d f lows for the last, I don ��t� know, what�,
11 seven years or so on it. 1�nd then these are the
12 hydrant numbers and this is one over by Ron, so
13 we� 11 give .you credit for all three of those
14 but confirm �hat they can deliver close to 4,000
15 qallons with it or we can do a�f ir.e f l�ow� ourselves,
16 but we wan� y..ou to contact the water company on it,
17 S�o there a�re no f ir-e required What you
is -ha-ve is adequate on it after conf irming w`�i�h them.
1-9 Ju�st doinq i�t of f the graph on one
20 hydrant, it show there are 2500 qallo�s�available
21 plus, so you,should be qoing to 350�0, 4�,000 gallon
22 range. We can d�o a flow test, bu� we jus� as soon
23� the water company does because they are the ones
2 4. that have- t�o conf irm i� You have to put a Knox
2 5 box on the- bu�ilydinq f or entry� system e There is a
SPOKANE REP4RTING SERVICE
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1 do you know what that is?
2 PgR TOWNSEIdD Uh—huh
3 MR. WISENOR: There is an applica�tion
4 f or- it and that w�i�l l be that has to be f f 1 led out
5 and� tu�rne�d in to us before �we release the permit.
6 As the tenants qo i-n, �let locate� the Rnox box
7 towards the front, toward the front of the building
8 up� th�er-e so we can put the keys _in for all �enants
9 as t�hey go in. So we�' 11 on�ly have to put one box on
10 it for the bui�ldinq.
11 If he uses flammable paint, you know, oil
1�2 �based paints, i�f you get over the li0 qallons or
1,3 what he is goinq to be storit��g in there, you are
14 qoing to be to talkinq about a flammable l:iqu�id
15 storaqe �room. An�d so ,be aware of that�: And you
1�6 will qo over :that �with Jun, bu�t i-� not, you can ,put
17 it in cabinets. But when�we come throuqh inspe�ctinq
1.8� next .year, if you have qot 500 gallons of f lammables
19 in �here, the�n you.are goinq to have to be talking
20 about building a flamma-ble 1-iquid storaqe roome so
21 b�e a�war�e of what you can store i�n it. And hiqh
2,2 p storage, I don�t know that 2ie would I�don't
2 3 know how hf g�h yo,u. ,ar-e goinq to be stacking-. W_i 11 it
24. be palle�s?
2,5 MR,. WAY: I thought he said 18 feet
SPOKANE 'REPORTIN,G. SERVICE
421 W.�Riverside,�suite 1010
Spokane, WA (.509�) 624-6255
27
e
1 clear i�n�s-ide.
2 MR. TOWN�SEND: It is 18 f�eet clear
3 �ma�inly �for t�he �rucDcs
4 �MR.. WI�SENOR: Just to ,qet t�hem in
5 MR. TOWNSEND: Because he has a
6 coup,le b�ig vans
7 MR. 6ATISENOR: The paint is qoing to
8 be in racks, I suppo�e, metal rack��?
9 MR. T06�TNSEND I don t know.
10 MR WI�SENOR�: Are you qo inq� to
11 require a rack deta i 1 pl�an of how h�e is going �o
12 store his pa'i'nts and stuf f on it?
13 MR. MASCARDO: I� depends on how much
14 quantity of pa-i,nt can be stored inside.
C 1�5 MR TOWNSEN�D I don't think he�
16 typica�lly stor-es that much because he his picking it
17 up from the sup,plier and takinq i� to the job and
18 what ends up back there would be wha�tever is excess
19 or something.
20 MR. WISENOR: Inventor.y or probably a
21 week�s supply or somethinq, go down and pic�k it up
22 once a week:
23 MR. T06dN�SEND: It doesn't work for
24 hi�m to inventory paint�when he can have the paint
25 company inventory it.
SPOKANE REPORTING SERVICE
421 W. Rivers��ide, Suite 1010
Spokane, WA (509) 624=6255
28
1 MR .�MAS'CARDO I probab ly haye to
2, know is the averag.e amount of paint that c,an be�
.3 stored in the building itself duri�ng -business hours.
.4 MR. WISENOR: What we are concerned
5 with is f lammables and tha�t s goinq to be solvents
6 and thinners and plus the paints and�everything. I
7 mean tot�a 1 a�mou�nt And he can go up to 110 ga 1�lons
8 or 120 gal�lons, 110 qa�llons or 120 qallons in
9 f lamYaable liquids stor,age cabi�nets:. Af-ter that h�e
1�0 has to build a flamma�ble room. So be a�ware of it.
11 our. release requi�rement is get your Knox
12 box form in with the check so we can au�horize it
13 and the�County will siqn off for us.
14 MR. DAVIS: Thank you, Clyde. Ju�n.
15 �ilt. MASCARDO: Oka.y. You neecl to
1�6 provide two complete set of-plans prepared by an
17 archr�itect or enqineer with a-rchi�ect or enqineer
18 stamp on it. The.proposed.buildinq shall comply
19 with Washington State requlations for barrieref�ree
20 facil'i�t,i�es, Washington State Energy Code, �dashinqton
21 State Venti�lation and Indoor Air Quality Act,,
22. Un�igorm Buildinq, Plumbinq and Mechaxiical Code.
2�3 Otherwi�se plans including landacape and drainaqe
24 plan must �be submitted to� the Buildinq De�pa�rtment
25 �or proper documentation and the Buildinq D�epa��tment
SPOKANE REPORTING SERVYCE
421 W. Riverside�, .Suite 1010
Spokane, WA (509�) 624-62�55
29
1 w�ill circulate these plans to Pl�anninq, Enqineers or
2 H�ealth Department.
3 �R. D�VIS: Basica�lly there�are two
4 ,complete sets of construction, pl-us five s.ite plans.
5 MR. MASCARDO: You a�lso need to f�i11
6 out a critical materials�lfst, which I will qive to
7 you there �o be submitted back to us for review and
8. �approva�l That' s a 11 I have o
9 MR. DAVISs Jun, do you �know what the
10 bu�ilding type �i�s? Did you say?
1�1 l�t. MASCARDO: Now i�t is goinq to be
12 �a B�-2 g�iye endl
13 AgR DAVI�S F ive end
14 MR. MASCARDO: But d;epends on amount�
4 �15 of mater-ials i�nside. It miqht chanqe.
16 MR. WiSENORe I� cou go �to an H� if
17 you have� enouqh flammables, so be aware of that.
lg MR. �TOWNSEND: Okay.
19 �IR. DAVIS:, Are there any questions?
2 0 MR TOWNSEND s P10 I gues s I, have to�
21 rev�iew this letter from Emacio �hat comes as
22 something as a surprise, I quess.
23 1KR. �T1�Y: I might just add one �more
2�4 -sugqestion in that you are going to contact Jim
25 Leq,at anyway, the Utilities Department. You may asDc
SPOKAN�E REPORTIY�IG SERVICE
421 �T�. Riverside, Su�it"e 10'10
Spokane; WA (509) 624-6255
3 0
1 him whether or not the �Ut.il'ities Department has.
2 obj ecti.on �to the �stor�aqe of- mater.ials on that
3 �easement. The�re miqht be some differen�ial
4 dif�ference between a pe�manent storaqe versus
5 somethinq �tha�t tii�ey can m�ove �if they had to
6 MR. TOWNS�$NDs Riqht.
7 NIR. DAVI�S: Okay. If there are no
8 n�ore questions�, thank you, every�bo.dy. The mi�nutes
9 should be ready hope�fully �omorr.ow.
10 (Conference concl-uded at 10:30 a.m.)
11
12
13
14
15.
16
17
18
19
20
21
2.2
2�3
2 �4
25
SPOKANE REPORTING SERVICE
421 W: Riverside, Suite 1010
Spokane, WA (509) 6�24-6255
31
1 STAT�E, OF' WASHIN.GTON
ss REPORTER' S CERTI��F�ICATE
2 CO,UNTY O.F SPOKANE
�3
4
5 I, Rebecca� J. Weeks�,_ a notary
6 public i-n a�rid for the State of Wa�shington, do hereby
7 certify:
8
9 That the foregoing conf�erence
10 was taken o�n the date and at the time and place as
.11 shown on Paqe 1 hereto;
12
13 That the foreqoi�ng is a true.
14 and cor,irect �transcription of my shorthand notes of
15� the reques�ted conf e�ence transcribed by me or
16 under my di�rection�;
�1 7
18
19
2 0 WITNESS my �hand �and seal this
21 24th day of June, 1992.
22
2 3
Notary Pub 1 c i��and f or the
2•4 State of Washi�n ton, res,idinq
at Spoka�ne
25 CSR �WE-EK-SR-J442LL
SPOKANE REPORTING SERVICE
421 W�. ��Rivers�i'de, Su�i�te 1010
t Spokane, WA 509 624-62 55
32
�Page 1
OFFICE OF THE COUNTY' EN(�IN$ER
SPORAAIT COIINTY, �ASHIPt(3TON
Project:. Speculative Warehouse Date 6-2�4-92
Address: E. 1�2322� ist
Parcel No:2�2542-0429 Ref No. B9207
�The County Enqineeririg Department has completed a review of
the above ref erenced proj ect .�The f ol lowing inf ormat�ion must be
pr.ovided in or.der for us t�o proceed with our review.
A) For any new hard surface area; for an asphaltic roof, or
a roof containing HVAC machinery, a.drainage plan
for the,site shall prepared in compliance with
Spokane� County "Guidelines for Stormwater Management". At
a minimum the pla�n must contain:-
1. Drainage calculation"s for stormwa�er volumes
generated on�site.
:2. Calculations� �for total i.mpervious surfaces
conta•ined within the�site.
3. Finished grade el-evations for �structures� to be
constructed on,site.
4:. Finished grade elevations�at_the top and bottom of
the 208 swale:
5. A typ�ica:l cross section of the 208 swale.
6. Calculations to justify t�he nuaiber and type of
dr.ywells proposed.
7�. Elevation of drywell inl�ets where applicable.
8. Copy of -the proposed�landscape plan.
B) The foll�owing improvements w�ithin�� adjacent R�ight of Way
are required prior to. the re�lease� of a building permit:
i. You� must submit road and dr-a�inage pl�ans for -street
improvements. These must be pr-epared'by an
erigineer. Plans must be prepared for the following-
streets.:
a. First, Typical Roadway Section No. 1, Access
Standard.�
.All .r-equired construction (sidewalk%curbing/pavement) w�ithin
the Public Road R�ight of Way is to be�completed prior�to the
release of �a buildinq permit or a f=inancia�l guar-anty in an amount
�est'�imated by the County Engineer to cover the cost �of
construction or i�mprovements shall be filed�with the County
Engi�neer.� Requ�ired plans are to _be submitted prior_ to est`imating
the amount of the financial quaranty, or permit release.
2. Approach permits must be obtained from the County
Eng-ine�er ing Department f or any new or impr-oved
driveway approach _to the�following streets:�
a. First
1, 7 G
V
�t ��V�
Q
fr"^'G
Page 2
C,)� Insuf�f icient information was submitted with the �proposal
We are unable to proceed w-ith our review�. We will n�eed
�the following before we can proceed:
l. Si�te Plan.
2. Drainage pl"an as� specified.
3. Other informa�tion:
The County Comprehensive Plan �identi�f ies th�e South
Valley Arterial a-s a Principal Arterial controlled access high
capac�ity facility._ In order to implement the Arterial Road Plan
an additional 30 feet of� riqht of way would be necessary�. �Th�is is
�not a condition of your p�erm-it, the County Eng-i�neers ,office is
�on-ly d�isclos-ing to you �a future need. Spoka�ne County is willing
to purcha�se this �pr- operty -to have adequate right of ,way to
implement these arterial_-improvements..
D)� Utility Condition: Permittee is responsible for arranging
for all necessary� utility _adjustments. .or relocat�ion as
required for conipletion of the improvement.
E� The owner of the .p "roperty or- the authorized
representative must complete and sign Spokane County
�Engin�eers to Pa.y Fees�" This document must be
returned to the County Enq�ineers��Office. Plan review wi11
not be completed unt-il this document is executed. This
document is� attached to these comments°. �Please� r.eturn
�the completed Agreement to your contact person at the
Eng�ineers Department.
Only after al�l �the infor-mation �and req��irements listed above
are supplied� or completed and the necessary review has��been
accomplished will y.our building perm�it be released,
Your contact person at the County Eng�ineering Department may
be contacte�d at 456-3600. Your�contact peison is�Robert Turner.
r
i
a
k
z Page 1
OFFICS OF THE COUY�iTY' EIdC;It!TEER
SPORANF CODNTY, �AB�INaTOYJ
Pr-oject: Speculative Wa�rehouse� Date 6-24-92
Address: :E. 12322 is't �,�j
Parcel No:22542-042-9 Ref No, B9�2�077
v
The County Engineering Department has completed a review of
the� above referenced_ proj.ect. The following information �aust be
provided in�order for us_to proceed with our review.
A) For any, new har-d� surf�ace area, for an a�sphaltic roof, or
a roo�f containing HVAC machi�nery, a drainage plan
for the site shall prepared in compliance with
Spokane County 1 °Guidelines for Stormwater Management". At
a m�iniznum the plan �must contain:;
1..Drainaqe calculations for stormwater- volumes
�generated on s�ite.
2. Calculations for total impervious surfaces
contained w�ithin the�site.
3�, Finished grade elevations f,or�structures to be
consti�ucted on s�ite,.
4. Finished grade elevations,at the top. and bottom of
the� 208 s.wale.
5. A ty,pica.l cross section of the 208 swale�.
6. Calculations to just_ify the number and type of
drywells proposed.
7. Elevation�of drywell inlets where applicable-.
�8 Copy of the proposed �lands _c.ape plan.
B� The following improvement�s.� within adjacent Right �of Way
are requ`ired prior to the release of a� building� p.eriait:
1. You must subm�it road and dra�inage plans for �street
improvements. Thes,e must be prepared by. an�
engineer Plan�s must -be prepared f or the f o l lowing
streets:
a. First, Typical Roadway Section No. 1, Access
Standard.
Al1 re.quired construct�ion (sidewalk/curbing/pavement) within
the Public Road R�ight of Way is to�be�completed prior to the
rel-ease of a building �permit �or a f�inancial guaranty in an amount
estimated by the County Enq-ineer to�cover the cost of
�construction or improvements shall be�filed with the County
Eng'ineer, Required plans are to be subm�i'tted �pr�ior to estimati�ng
the amount of the,financial guaranty or permit release.
2. Approach �permits� must be obtained from the County�
Engineerinq Department for,any new or improved
driveway approaches to the:f.ollowing streets:
a. Fir-st
r
Page 2
C) Insuf.ficient information �was sutimitted wi'th the proposal.
We ar-e unable to pr-oceed �w-ith our review. We wi11 need
the�following before we can proceed:
1. �Site Plan.
2. Drainage pl�an -as spe�ci-fied.
3. Other infor�mation:
The� County Comprehens�ive Plan identif�ies �the South
alley Arterial as a�Principal Arterial contr.o,lled access high
capacity fac�il In �order to implement. the Arterial Road Plan
an additional 30 feet of right of way would�be necessary. This is
not a cond_ition of. your perniit, ttie County Eng�ineers of f ice is
�f C9�only dis�closing to y,ou a future need. Spokane County is willing
to purchase th'is proper�ty to have adequa�te right of way to
implea�ent these arterial-improvements.
D) Utility Condition.: Permittee� is respons�ible for arranging
for all necessary util-ity ad�justments or r-elocat�ion as�
required �for completion of the improvement.
E) The owner of the property or the authorized
representative must complete and s Spokane_County
Engineers 1 °Agreement to �Pay Fees" This�, document must be
returned-to the County Engineers Office. Plan review w�ill
not be completed until th-is document is executed. This
document is attached to these comments.,Please return
the c,ompleted Agreement to your�contact person.at the
Engineers D�epartment,.
Only after all the information and r-equ�irements listed "a�bove
are supp�lied or completed and the�necessary review has been
accomplished w'ill youur bu�ilding .permit �be released._
Your contact person at the County Engineer�ing Department may
be contacted at 456�-3600. Your contact person is Robert Turner.
0
a
e CLARENCE E. �SIMPSON
'���i,�re�y ���so 1901,-1987
RICHARD L SIMPSON
CIVIL ENGINEERS AND LAND�SURVEYORS CHARLES
Licenced�'in Washington and�'ldaho
N. 909 Argonne Road Spokane, �WA 99212
(�509) 926-1322 Fax:� 926-1323
DRAINAGE EASEMENT
FROM
E.1232�2 FIRST AVENUE
A portion of -Lot �17 �and 18 �Block 1 of Stewart's Subdiv�ision of
Block 164 of Opportunity �as recorded -in Volume R of Plats, page
4�1 in Spokane County, Washinqton..
The North 22.00 feet of the West 10.00 feet of the �East 22.0.0
feet of Lot �17; Together �with the South �12:00 �feet of the- �North
22..00 feet of the East 12.00 feet of� said Lot 17.
Together w�ith the South �12.00 �feet of the North 2_2.00 feet of the
West 90..00� feet of sa�id Lot 18.
�S E' A!
Q` .-a¢'v�n�s
•,s ''y� Z i
f�
�I��-
A�67
A� LA!'�0
ExPIRES ��17!,ry3
BUILDINC PE�MIT CHECKLIST
PRE—APP
PERM IT r�. .,Y�. N1 EETI N�
5ryti Y ti}' �<%:'vr?'� •''J'� i \^+1 �v'`W r.• 4: 4•r,: i}, i•rY:.+�r��.,
'�.�..�rny��x,}„�:.�:��.}::.::..L.�.r.�,...,�;:�:V��,...._.ADURE55��:��>.����... �r.
r3qust I E �,'�3-z-
II�UIREaM COMPLET�O
r ypq,� x:>
v�'� s' :'r:: "{�ti:� i� ti 4'} p r �ti �C'V�. '.�';'r_f...'� ti:• 1 I�
f r.s�:�:_
Y y l 1�'}�• y.`.'�.`_.'.: J{ �10. l� r •tf� �lY!
r •.t };��kJ•:�:•: LY d ,.J� .t {Y
T
RIGHT OF WAY DEPARTMENT I
DEED I I
EASEMENTS I
R/VV
RID I
LEGAL DESCRIPTION CHECK
LETTER FROM SCAPCA I I I
RECIPROCAL USE AGREEMENT I I I
�o�..�w �a,Mrc I
1
I I
y Y C•4.� �.i �:r {;f::l:...,. .:s�rE�::::,4. w:.:�,-
�yti �xa�•.
rvc�� a�Rc�w
SCALE
BENCHMARK I
ROAD NAM ES I I V
R/W DIMENSIONS J
PROPERTY LINES j
SET—ASI DE 0
GRADES I ►r I
STAM P I
PAVING
TRAFF{C CIRCULATION PLAN
I
E
I I
•r�. :f:::�i.�`'t',k,.: �•i`,r,` R DF�AINAC�E �x•�v;' J�yLY.•�:titi�. .�{J� f.....Yj9�. I
�:�1 l�}�h
208 CALCUTATIONS I
SWALE CROSS—SECTION I
SPECIAL SOIL TESTS
ROOF CONSTRUCTION �,�,�,4�� I f
HVAC ON ROOF
LANDSCAPE PLAN �208 CONFLIC� fi
DITCH CALULATIONS I I
BACKWATER CALCULATIONS
GRATE CALCULATIONS N
P1PE CALCULATIONS
RETENTION/DETENTION GALCS
10l50/100 YEAR STORM
TR-55 ANALYSIS
I 1
I I
i�. ...t� (�r 'e r�.�:'r'a� 1• v �r 1•:.
Y.IS1.f. 1Q�r. .y •j.�'7'r 4 �l 1VIlV�7 i� :t'.:
GRADE SHEET (EXISTING ROAD) I I
STAMP I
OWNERS SIGNATURE I
ROAD DRAINAGE �SWALES, STRUCTURES, I
"R" VAI.UE TESTS N I I
NE1N R�AD DESIGN N 1
BOND
MYIAR M I
COUNTY STAMP M I
I
1
I
M
£1LOj11S1LCT11SflAT�}� K5k{EET. W 1i1
S P O K A N E C O U�N- T Y
OFFTCE OF TriE:COUNTY ENCINEER A; DNi510N OF�THE PUBWC WORKS DEI'ARTMENf
Ronald �C. Honnann, I'.E., County� Engineer Dennis M. Scott, P.E., Director
��a�����T
�ENGINEER'S A�REEM�NT NUMBER
This�, agreernent between Spokane County, and ,T4 �A�h�.�.'UV
�name b► person�
whose interest� in fhe project is O vv'N E�
�,r.e: owner,, agen�� e�G�,
is entered into fhis o'Lo2_ day of O ��'o�� t2 19 This, agreement is. applicable to the project
knov�in as:
1 �t a. �s �-V 1� t.�,° r'�
�pro�cc�iress�or ti�eaa�ne �e�num�er) i
That the individuals and parues named herein as having an interest� in the above described property or
project agree to the foltowing:
l. Reimburse Spokane County for project review and inspection fees as specified in
Board of County Commissioner's Resolution '80-1�592 attach�ment C, as..amended.
'The fees will�be tiased o� actua! salary costs incurred by Spokane County for project
reviews and or inspections plus a� "ten percent administrative �charge, and will� be
billed monthly as accrued.
2. Tshe undersigned agrees that these fees are due �and ,payable upon receipt �of��the
biUing as specified above. �The� monthly�,biUing shouid be �sent to th attention- of:
NAME: 3'. 7 �-1�A-�i.�) G/� �'z l,v-o �F
ADDRESS: C i c� 1��^, O.�.1�r�
CITY;, STATE: P�a �a�-+�t ��'i4- Y ��I�
ZIP CODE: r?
PHONE s o 1 �,C�(�
I� undcrstand that failure to. pay th�ese fees may result in delay in completion or�:approval of the �project or�
other ��ssibie :sanctions.
SIGNATURE B ��7"'�_
_Y s
�.v rrt S. �,U o -r
(PRINT NAME)
RETURN YELLOW� COPY TO SPOKANE� COUtYTY ENGINEERS
k1g1t1ngrecmcn.fee �j9��'1 Jeffersun S�ukar», W,A 99260-.0180 (�04), 45G-3600 fAX (509).456-�1715
ASSIGNM�NT
Alvin J. !•?olff, Jr. c/,o� First Pines Partnership
l��r s�curity, �urposus uuly�
l�e:rctay, as�igns to S1'Ol�ANE COUNTY a political subclivision of tl�e_ State of W�slrington, the following:
�1005800857 Business Savfngs Account
Savi��gs CcrtiCcate Number
in tlic face amoun� of $5, 2�UO..UU
US Bank o'f ,Wash'ington,� N. A.
and �helii in and by
I�ank� of
Spokane Main IIrancl�
Alvin J. Wolff_ Jr.
`Ilii"s assignrr�ent is ma'c�c` �s sec:uri�y foc the; full an� faithful performance by
of c:�rtaiu roa�s�� monun�ents �nc! J�aiaage faeilities foc road -iinprovemen�ts
us sp�ecifitd .in. the typical section and roAClway iniprovement specifications' for said� project dalec! �etober 27 199 3
_��n� on file in �he��Office of tbe�S�okAne Caunty Engineer.
A1vin J. Wolff, Jr.
Any in�crest be�efits, accruing uade� said saving's certificate��shs�ll remain the property of Fiirst Pines Pa�rtner.ship�
Saicl ss�vings cerliGeate ta. be released to Alvin J wolff .1r.
ur uny� o'tlic:r rn'r�y only .with Ilie� p�ior written coiiseut s�nci .Ag�eenient of ,Spok�ne County.
1'IZOVIDL'•I), I�U1t�l�1CR, tl�e ui�dcrsigncc! docs �licrcby Autl�ori�c US Bank
to p;,y,� ovc� to Spokane County �tl or a suf[icient porlioi�_ of lhe n�onies ln the savings certificate�.referenced tiereinabove
upo�i w�ittei� ;clocumen�a�ion ��being received from tl�e Spokaiie County Engineer indicating tliat the purpo'ses for wt�icl�, tl�e
�savi�►gs� �cer�iCcate was �ssignecl IiAVe not been fully and fs�i�lifully performed us required and .a sta�ement of� tl�at amount
�f moi�ey wliicli �t�e Counly Engineer as requicecf And ��a slAtemeat of that aa�ount of moaey wliicl� tl�e, County Cr�gineer
�dcci»s neccssary to coni�lete �sucli obligation. U,poa receipt of such w�ittci� docun�entation, �vin J Wol�ff, Jr.
bereby Autl�orizes� US- Baak
�o release to Spokaue County tl�at aniount oF moncy requested up 'to lt�e muximum �a�ount in �tl�e savings
c�r�ifi�:ite.
I�A�1:1� �I�is 2��th day of October 199
IiANK OF US Bank of Wastiington, N.A.
AUI)R�ESS Spo ne in anch
G�
�CQ
Presiclent
S�crct:►ry
llA`C'��[�.. tl�is 27th �:�y of �199 3
z
�a� `1 c�
�Hi,�,
4 '�y
t r
DFVCI:OPrR
5'I'�'11:. O1� �1VASI�(INGTON
:S$ ��•:.�1�t+c�S,,��;
('ounty of S�okane Pv�i���
's'��.w..����
On tliis day p�ersonally appeare�! befo�e n�e
t� mc.�known to �c tl�c tudtvicival described tn aud wbo execulcd �Ihc w�tu�u and �'or� o�n �nstrun�ent, �and �cknowlccl ecf
�I�at signed tbe sanie as-�-� free ancl volunli�ry Act ancl �ced, for tlie uscs and purposcs thereiu�meutione�.
GiVCN UNDI:R' MY I IAND AND Orf1CIAL SCAL chis dAy of 199 �1
���cs•�...��� c�
Notary �PuUlic in ai�d for tlie Statc
k��j1f�;��si�n.,bon. of� WAShii��.t�it resicling ul Spokane
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BOND ESTIMATE
PROJECT SPEC. WAREHOUSE INLAND CONSTRUC�NAME, rbt DATE 22-Oct-93
DRAINAGE ITEMS UNITS QUANITY PRICE COST
1) Drywell Type A EA 1200.00 0.00
2) Drywell Type B EA 1600.00 0.00
3) Grate Type 1 EA 300.00 0.40
4) Grate Type 2 EA 330.00 0.00
5) Grate Type 3 EA 300.00 0.00
6) Backfill For DW CY 15.50 0.00
7) Concrete Inlet EA 700.00 0.00
8) C.1�. Pipe 10" Dia. LF 22.00 0.00
9) C.M. Pipe 12" Dia. LF 25.50 0.00
10) C.M. Pipe 15" Dia. LF 27.50 0.00
11) C.M. Pipe 18" Dia. LF 29.00 0.00
12) Precast Manhole EA 1450.00 0.00
13) Solid lid EA 300.00 0.00
14) Ditch Excavation CY 10.00 0.00
15 Sod SF 0. 7 0 0. 00
NON STANDARD DRAINAGE ITEMS
1) Wilbert Vault Curb Inlet EA 2 250.00 500.00
2� 0.00
3� 0.00
4� 0.00
g� 0.00
6) 0.00
DRAINAGE SUBTOTAL 500.00
16) Monuments EA 180.00 0.00
17) Barricade LF 30.00 0.00
18) Street Signs EA 80.00 0.00
OTHER SUBTOTAL 0.00
GRADING, SURFACING, CURB, AND SIDEWALK
19) Rough Grade CY 45 10.00 450.00
20) Top Course CY 30 14.00 420.00
21) Base Course CY 14.00 0.00
22) Asphalt Concrete Tons 20 44.00 880.00
23) Curb Type A LF 6.60 0.00
24) Curb Type B LF 155 7.90 1224.50
25) Curb Type R LF 7.60 0.00
26) Sidewalk SQ YD 105 16.40 1722.00
N4N-STANDARD ROAD ITEMS
1) 0.00
2) 0.00
3) 0.00
4) 0.00
GRADING AND SURFACING 4696.50
GRAND TOTAL 5,196.50
1
STREET QUANTITIES
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PROJECT NO.- 892077 DESIGNER- RBT� DATE- 3./ 2/93
P-ROJ�ECT DESCRIPTI�ON- ist avenue
STREET 1
NAME= 1 ST AVENUE LENGTH- 15 5.�0 0. FT WI DTH- 7. 5.0 FT
BEGINNING .STATION 18�2..0�0 ENDING STATION 337.0�0,
ONE SIDE�ONLY PWIDTH= 18.5.0 �EWIDTH= 11.00 QWIDTH= �0.00
TERM 1:=TAPER TAPER LENGTH 2 0. 0 0
T E R M 2,: T A P E R T A P E R L E N G T H 2 0.� 0 0
ITEM MEASUREMENT QUAIJT-ITY
SURFACE AREA-� �13�12� 50 S. F.
ROADWAY EXCAVATION 1: 0 0 FT 4 8,. 6 C.-Y
CRUSHED SURFAC�ING TOP COURSE 0.�5 0 FT 2 4 3 C..Y
CRUSHED StJR�FAC�ING BASE COURSE 0, 0 0 FT 0. 0 C. Y.
ASPHALT CONCRET-E 0.1�7 FT 1�6 6'TONS
CURB :TYPE �B. EXISTING 0 0 0'0 FT. PROPOSED 155. 0•FT.
SI�DEWALK EXISTING 0�:00 S.�Y. PROPOSED 103.3 S.Y.
TOTALS
ROADWAY� EXCAVAT ION' �4� 8. 6 C. Y.
CRUSHED SURFACI�NG TOP COUR'SE 2 4� C. Y.
CRUSHED SURFACING BASE COURSE 0.0 C.Y.
.ASPHAI;T CONCRETE 16.,, 6 TONS
CIIR.B TYPE B� 15 5�. 0 FT
SIDEf+JALK 10 3. 3 S. Y.
�STREET' QUANTITIES
7
.�PR4J�CT NO. B92077� DESIGNER- RBT DATE�- 3�/ 2/93
PROJECT DESCRIPTION- ist avenue
STREET 1
�NAME- 1ST -AVENUE LENGTH- 15�5 0 0 FT,. W I DTH- 7��. 5 0 FT
BEGINNING STATION �1�82-.00 ENDING STAT-ION 337.0�0�
ONE�SIDE ONLY. PWIDTH= 18.50 EWIDTH= 11.04 QWI�DTH= 0.�00
T�ERM 1,: TAPER TAPER LENGTH 2-0.00�
TER�! 2: TAPER TAPER LENGTH 20.00�
ITEM MEA'SUREMENT QUANTITY
�SURFACE AREA�- 1312 :�5 0 S. F.
ROADWAY EXCAVATION 1..00 FT.. 4�8 6, C. Y.
�CRUSHED �SURFACING TOP COURSE 0.50 FT. 24.3 C.Y.
CRUSHED �SURFACING °BASE COURSE 0.,.00 FT. 0. 0 C. Y.
�ASPHALT�� :CONCRETE 0. 17 FT-. 16. 6 TONS
CURB 'T�YPE B EXISTING 0. 00 FT�. 'PROPOSED 1�55. 0 FT.-
SI�DEWALK ,EXI STING 0. 0 0�S Y. �PROPOSED 10°3 3 S. Y.
TOTALS;
ROADWAY EXCAVATION 48.6 C�.Y.
�CRUSHED�� �SUR�FACING TOP COURSE 2.4�. 3 C.. Y.
CRUSHED. :SURFACING �BA�SE COURSE 0. 0 C�. Y.
ASPHALT' �CONCRETE� 16. 6 �T4NS
CU.RB TYPE B 155.0 FT.
S I�DEWALK 1.0 3�-. 3' S.'Y
BOND'ESTIMATE
P�OJECT 1,8TAVENUE NAME rbt DATE� 02=Mar=93
------------=.y�=---.---_-----------------_-----
DRAINAGE ITEMS UNITS� QUANITY P-RICE COST-
1) Dryweil Type A EA 1250.00 0.00
2� Drywell Type B EA 1�573.00 �0.00
3� Grate Type 1 EA 325.00 0.00
4) Grate Type 2 EA 330.00 0.00
5) Grate -�Type 3 EA 320.00 0.00
6) Backfill For DW CY 14.90, 0.00
7) Concrete Inlet `.EA 675.00 0.00
S) C.M. Pipe 10" Dia: L' F 21.30 �0.00�
9) C.M.'Pipe 12" Dia: LF 25.90 0.00�
�10� �C: M. Pipe 15 �Dia. LF �32.00� 0:00
1 i)�� C�.M. Pipe 18" D'ia. LF 28.00 0.00�
12) Precast Manhole EA 1435.00 0:00
13} Solid lid EA 900:00 0.00
14) Ditch Excavation �CY 1,0.00 0.00
15) Sod SF 0.70 0.00
NON STANDARD DRAINAGE ,ITEMS
1)'Wilbert Vault�Curb'Inlet EA 1 250.00 �=250.00�
2) .0.00�
,3) 0.00
4) O.QO�
5) ,0.00
,6)� 0.00:
DRAINAGE�SUBTOTAL 250.00
�16) Monuments EA 160.00 0.00
17) Barricade- LF �32.00 0.00
18) Street�Signs EA 75.00 0.0`0�
OTHER SUBTOTAL 0.00,
GRADING, SURFACING, CURB, AND SIDEWALK
1�9) Rough Grade CY 48.6 10.00 486:00
20)� Top �Course CY 24:3, 1'0.�60 �257.58
21) Bese Course CY 10.60 0.00
22) Asphalt Concrete Tons- 16:6: �44.50 738.70
•23) Curb Type�A LF 6.20 �.0.00
�24�} Curb Type �B LF 1�55, 7.90 1224.50
25) Curb Type� R LF 7.60 0.00
;26) Sidewalk SQ YD 103.3 16.20 1673.4fi;
NON �STANDARD ROAD ITEMS
1�), 0.00
2) �0.00
'3) 0.00�
4) �0.00�
GRADING SURFACING 4380.24�
GRAND' TOTAL- �630:24
V�- c� d�
J
S� P O K A N E: C_ O U N?I' Y
OFFICE OF-THE COUNTY ENG[I�fEEEt A�DNLSION OFTHE PUBLIC WORKS DEPAIt'I'MENT
'Ronald C. Hormann, P.E., County� Engineer Dennis M. Scott, P.E., Director
Date: 11 Z
st.rB�cT: 23ZZ
Gentlemen:
A review of�.the road, drainage, or..� site plan for the above-referenced.building permit has
been' accomplished. Ar,eas �of concern to us are indicated i.n ced on the attached �prints.
Please rnake the:� corrections and resubmit them to tlie� Bu�din� Department -in order tbat
the review process may proceed When th� _�ans areYresubmitted,�-mark �all chan�es .on the
revised nrint in color- and�itfcfude_ the mark-up.
'If you �have��any questions about this� review, please contact us -at 456-3600. Thank you.
Very truly yours,
R�onal Hormann, P. E.
S e Co.unty� E�neer
(��-°'1
Robert Turner, E.I.T:
Plans Review Engineer
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N.��81=1 JEffers�in Sp,akane, ;WA 99260=0180 (509) �456-3600 FAX (509) 456-471.�5
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S P O K A N E C O U N T Y
OFCICH OF T�1E,COLINTY ENGWEER A DMSiON OF•TNE PUBLIC WORKS DE['AR71NEN7'
Ronald C. Honnann, P.E., County fingineer Dennis M. Scott, P.E., Director
August 12� 1993
Robert Townsend� Se�ior Projec� Manager
Inland Cons�uction� Company
102 E. SpraBue Avenue
Spokane, WA 99202,
RE: Warehouse E. 12322 First Avenue
Dear Mr. Townsend:
A �eview of�the site/drainage pian, fo� the above=meritioned project has been completed. The fotlowin8 fist
is�a summary of:the items that�need to be addressed before release of a building permit.
1. The pavement taper�should, begin at the face of the curb and at the back of the sidewalk,
2. Swale'A' should .be=flat. The eleva�ions given at the inlets� �ndicate�a slope towards the center.
3., Please p�ovide Spokane County Type.l Inlets�at the curb cuts. This wili pr,event the grass from
blocking the� flow of ,runoff� into the�swate.
4. Two�type'A' drywelts instead of a type'B' dryweil wjll not�be an op�ion because of area of basin.
5., Prov.ide a� detait .of�the loading dock. Is�the a�ea �ecessed� The c.oncem is ponding of
�stormwater in,the loading area.
6. The qd elevation -for the drywell in �swate 'B' should be 6" above the bottom of the swale:
7. Indicate. how much cover will remain rnrer the sewer p�pe. The�e should be a minimum of 3'.
8. Ptease make the indicated changes to the'208' c�icula�ons. The areas I calculated .came� from
�e dimensions Gsted on the pian. These chan8es only.effect swale'C'. The_�size of this swale
should be increased. A�o� due to ttie inc�eased area� the size� of drywell ne�eds to- be
addressed. Piease see the� enctosed calculation� sheet� for more details.
8. Add the following details to the drywell,detail:
a) Provide a 4" concxete,slab over the�drain rock.
b) P�ovide fifter fabric around the dr.y,well_barrel and drain�rock.
c) Call out as °Spokane County Standard Drywell Type'A' or'B' as indicated on the plans".
dj Cali ot,it Type III Frame;and �Grate
W.1026 Broadway Ave. Spokarie, WA.99260-0170 (509) 45G-360Q 'FAX (509) 45G-4715
ti
Page 2
Road plans for improveme�ts to First Avenue are �equired fo� approva! of this permit. Refer to the enclosed
copy of the road plans previousty submitted. Please cvordinate those road pfans with ttte changes you
propose� in particular� the added approach to the east.
Please subrnit any revised plans to the Buitding Department along with five copies to d�culate to review
agencies. Retum the enclosed marlc-up with your submittal. If you have any questions� ptease feel free
to calt.
Very truly yours,
-Ronald C
Hormann� P.E�.
f
S�kane County Englneer
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Ch �ristopher J. Retch� E.t,.T.
Plans�Revtew
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���4 °�OKANE COUNTY� OFFIGE OF COUNTY .EFdGINEERS
�CALCULATIOIV SNEET
Description: ����5 !2_�_F I �E Project Na: �0'7"7�
Catc: by:�ea� Dote:- �.-r�=�� Title:.�-A�� ��F�/
Checked by: Date: Sheet of 2
Notes
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REC'I� DESCRIPTION BUII.DINGS �PLANNING �ENGINEfiRS�HfiALTH SCAPCA rto OT�iER
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The abovc items have been re�eived:
Datc of transmittal: �p� �Gl��— QY�
SpAkn�e Caunty Department of Buildings West 1303 Bcoadway Avenue Spokane, WA 99Z60 «(509) �56-3675
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Date of tcansmittal:
By.
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Data oE transmittal: By: ��-oR Qa,�
Spoic�ne County Departmeat of Buildings West 1303 Btoadway Avenue Spoks�ne, WA 99260 *(509) 456-3675
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PREAPPLICATION PRECONSTRUCTION DATE:
TIME:
OTHER: i��-V S� O P�� 1 wCS
DOCUMENTS CIRCULATED
DISTRIBUTED TO: r� ntsT
R�C`D� DSSGRII�'iZON BUII.DII�IGS �PLANNING A,LTH SCAPCA xo. OT�R
1
Site Plan (new)�rev.)
ri ,'t .w. so ?#�t_�
C tical Matenals L�st X.
s� f
Parking Plan t
Signage P1aa
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Lighting Plan
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Drainage Plan
Drainage Calculations
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Agreement to Pa Fees 1
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�ir_ -.'�?.5,� M1ti 1 Ly� I r Ax Y� 1 r. r�x.{•' i.
Irrigation Plan
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'3f.�,:•.�i: �'o �.i...,,� s .��r� +�'A4...ar 'tr
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Landscape Plan j
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Y I A k ��1 /�J qii t"
'MG: ?r �M1' Y;-�. wa i h� F l N 1
Promissory letter rtr l y s. y,�
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Landscape Cost Estimate A �.i ��w*�� �;��`r Y:.x.
r�:.� F�• s k
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Traffic Circulation Plan
x s�J-��-• 4 r t a�
Y-•• .�i �.i,t
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Construcaon Drawings
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Floor Plan 1 ..3
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The above items have been received:
Date of tcansmittal: By: ��t�.,�,
Spokane County Department of Buildings West 1303 Broadway Avenue Spokaae, WA 99260 *(509) 456-3675
SPOKANE COUNTY DEPAR7MENT OF BUILDINGS
W.1303�ROADWAY AVENUE
SPOKANE� WASHINGTON 99260
(508) �56-3675•
I certlty thal I have examirted this permiVapplication� state that theiniormetion cantaJned in It e�d submitted by me or my agent to complle seld permit/applicatian is true
end conect, and eutho�ue Spokane County to proceed with proaessing. In addition, I have read end understand the INSPECTION REOUIREMENTS/NOTICE
provlsfons included herein and agree to compfy with same. All provisions of laws and ordinanc�s governing lhis type of work wlll be compileG wlth whether apecifled
herein or nct. I understand that the iasuance of this permlVapplicafio� and any subsequent inspe�tion app�ovals or Certificatea of OccupanCy shall not be Co�strued to
give authority to violete or cancel the prov(sions of any state o� local law reguleting constructfon, or as e werranty of coniorntance with the provisions of eny state or local
lawa regulating construction.
S�GNATURE OF APPLICATIQN
OWNER OR AGENT DATF
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�TATC .SUkCHAkGE Y 4.50
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Spokane Courity�Engineers Projed_ fritz woif DEVELOPMENT
N.:811 Jeffe�son 45s-3600 Job IVo.:
Spokane, WA 992ot Disc.No.:
File Name: FRITZI ST
TYPICAI SECTION OATA '03-F.eb=93
Roadway heif wldth ENTER- 20 1�2:57 PM
'Road Name. ENTER- 1 st.
Left or Riglit� ENTER- RIGHT
Curb Type TYPE 8 COUNTY
Station Intenral ENTER- 50
MINIMUM MAXIPAUM
Curb Q. Curb EL. Edge Pave.
CENTER 9b� SLOPE EDGE �DIST. '6 SLOPE EDGE DtST FFiOM (-4.596 (-296 to Gutter
LIIdE CENTER- PAVEMENT C/L TO C/L TO PAVEMEN EOGE PVMT from E/P FROM E/P SELECT- Design Top Curb
BTATION ELEVATION LINE ELEVATION E/P EDGE�PAVE 96�SLOPE TO,CURB CURB HG'� C.URB HG'n �ED ELEV 9b GRADE 96 Grade
125.Q0 .2:57 2.17 12.50 -3.20 0.00 7.50 2.29 2.44 -42.58_�.
'150.00 2.53 0.16 2.33 11.50 -1. 74 0.6_4' 8.50 2:40, 2.58 2.57 2.07 10:28.
175.00 2.57 0.16 2.29 11.:00 -2.55 =0.1;6 9.00 2.34'I 2:53 2.48 -2;$.Q -0.36
182.00 2.60 0:22 2.21 1.1..00 -3:55 -0.38 9.00 2.26 2.45 I 2.45 .g -0.43'
200.OQ_� 2.60 0.00 2.14 .11.00 -4.,18 -0�.39 9.00 2.,1:9 2:38 2.38 �'1.9�� -0.39
225.00�� 2:55 -0.20 2.21 11.00'� -3.09 0.28 9.00 2.26�I 2.45 2.34; I =3.40 -0.16
250.00 2.5.4 -0.04 2.36 11.00 =1.64 0.60 9.00 2.41 2:59 2.5,4 -2.T3 0.80=
275.00 2.55 0.04 2.27 11.30 =2.48 -0.36 8.70 2.33 2.`5.1 2.49.� -2.29 _-0:20
30,0.00 2.50 =0.20 2.21 11.30.� -2.57 -0:24 8.7.0 2.27 2:45�� 2.39 -2.85 -,0:40
925:00 2.39 -0:44 2.20 I 11-.30 _-1'.68_� -0.04.� 8.70'� 2.26 2.44 2.28 -4:24 I -0.44
93T.00 2.35 -0.33'� 2.15 11:30.� -.1.77 -0:42 8.70 2:21 2.39 2.23 -4.24 -0.42
350.00� .2.31��_ -0.31 2.11 11.30� -1.77� -0.31 8:70� 2.17� 2.35� 2:18� -4.37� -0.38
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400.�0 2:00 -0.92 1.74 11.30 -2.30 -0:84 8.70 1.80 1.98, 65:50 880:21, 253:72
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TYPE OF CONFERENCE
PREAPPLICATION PRECONSTRUCTION DATE:
TIIvIE:
OTHER: i
DOCUMENTS CIRCUI.�ATED
D�STRIBUTED TO: �a tst
REC'D DfiSCRiPTION BUILDINf�S �PL�A►NNING �BNGINEERS �HBALTH SCAPCA rro. OT�R
T
Site Plan (new rev.) x
Critical Materials List b t
f .c- 't �„ti v.
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PSt�QII picltl j
Signage Plan t� f Y v v
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Lighting Plan r
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Drainage Plan w�' f�'
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Agreement to Pay Fees
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Landscape Cost Estimat�e x �r
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Traffic Circulation Plan
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Constructxon Drawrngs ��;;�ti 2
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Floor Plan �`ry� E Y
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The above items have been received: 6�'
Date of transmittal: I�-` '�p�-- �Y:�
Spokane County Department of Buildings West 1303 Broadway Avenue Spokz�ne, WA 99260 *(509) 456-3675
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INLAND �CONSTRUCTION
�c DEVELOPMENT CO. L�C 11 1�CC� ,OO rC� 1�G
A, Divislon of SF D Corp.
102 E. Sprague Avenue
SPOKANE, WA 99202
17AY'E J49 MO�
(509) 747-5162 9, 3 9 i
FAX t509) 624•2251
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WE ARE SENOING YOU �Attached Under separate �cover via the following items:
Shop �drawings ).�_.Prints ,Plans CI �Samples LJ, Speciflcatio�s
Copy .of �letter CI Change order
CaP1ES C1AT[ NQ, QESCRIP'YION
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THESE �ARE TRANSMITTED as checked belo.w:
D For approval O Approved as submitted CI Resubmit copies for approval
For •your use G� Approved as noted �I� Sut�mit copies� f,or distribution
�fi.As�requested Returned tor corrections �7 Return corrected prints
Cl For re.view� and commerit ,Q,
CJ FOR BIOS DUF 19 �J PRINTS RET,URNED AFTER LOAN TO US
REMARKS
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Cir.cular Channel Ana�ys�is Design
Solved with Manning's�Equatiori
Open Cha�nnel Uniform �f l�ow�
�Worksheet Name:
Comment:�
Solve For Actu�a�l �Depth
Gi"ven Input Data:
Diameter�.......... 0..50 ft.
Sl�ope. 0,.2-500 ft/ft
Manning' s� n 0 011
Discharge......... �0.2�4 cfs
Computed Results=.:
Depth 0 0.9� f t
Vel�ocity.......... 9.82.fps
Flow Area......... 0.�02 sf
Cri�tical Depth.... 0.2�5 ft
Crit�ical �Slope.... 0.0055 ft/ft
Percent Full.....,. 18.2,1
Full Capacity..... 3.32� cfs
QMAX @�.94D,....�.... 3.57 cfs
Froude Nwnber..... 6.�8.8� (_flow is Supercritical)
Open� Channel F�low Module-, Versi�on 3�.2,1 (.c) .199.0
Haestad Methods, Inc. 37 Brooksi�de Rd Waterbury, Ct 067�08
•�S�pokane County Engineers Project:� fritZ wolt DEVELOPMENT
N. 811 Jefferson 456-�00
Job No.:,
•Spokane WA 99201 Disc.No.:
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File Name: FRITZI S
TYPICAL SECTION DATA 1� Nov-92
Roadway haif wldth ENTER�- 18.� �8. S 02:57 PM
Road �Name ENTER--> t'st
Left or Right ENTER- RIGHT
J ��Curb Type TYPEB�COUNTY
Station�lnferval ENTER--> '50 .v
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AAINIMUM MAXIMUM
`Curb EL. Curb EL. Edge Peve:
CENTER �6 SLOPE EDGE DIST. 96'SLOPE EDGE ,DIST FROM ,(-4.596 (-296 �to Gutter
LINE CENTER- PAVEMENT C/L TO C/L TO PAVEMEN EDG VMT�from E/P FROM E/P SELECT- Design Top Curb
STATION -ELEVATION LINE ELEVATION E/P EDGE_PAVE` 96 SLOPE TO �K�'� CURB� HGI� CURB HGl') ED ELEV 96 GRADE Grade
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1�82.00 2:60 0.22 2.21 11.00 3. 55� 0.38 7:50 -2:33 2:48 2.45 2.42 0.43
200.00 '2:60 0.00'� 2.14 11.00 -.4.1,8� =0:39 7.50 2.2fi_� 2.41 2:38 -2.42 -0.39.
�225.00 2:5.5 -0.20 2.21 1_1.00 -3.09 0.28 7.50 2.33 2.48 2.34.� -4.25,� -0.16
250.00 �2.54 -O.Q4 r 2.36 1�1.00_�'_ -1.64 O.fiO 7:50 '2�.48 2.63' 2.54 i -3.42 0.80.
275:00 2:55 O.Q4 2.27 11.30.� -.2.48 -0.36 7:20 :2.40 2.54 2.49 -2.89.� -0.20
300:00 2'.50 -0.20 2.21 I 11.30 -2.57 -0.24 7:20 2.34 2.48 I 2.39.1 -3�fiQ�� 0.40
32'S.00 2.3g -0.44 2.20 11.90 -.1.68 =0.04 7.20 Z.ZI �;39'� 2.47 2.28 -0.44
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360.00' 2'.31 0.31 2.11 11.30 -1.77 I 0.31 7:20' 2.24 2.38 2:18 I -0:38
375:00 2-.23 -0.32 1.95 11.30 -2:48�� -0.64 7:20 2.08 2.22 2.07 j �?4"b`��� =0.44
4Q0.00 2.00 -0:92,� 1.74 I 11.30 -2.30 -0 .84 I� _��--7.Z0 1.67 2.01 I 65:50 3�1!4�'" 253.72
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INLAND CONSTRUCTION
DEVELOPMENT CO. L� C�1� L.C� O.�r G �C� G� a� �I G"�
A Division of SF D Corp.
102 E. Sprague Avenue.
SPOKAfVE� WA 99202
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WE ARE SENDING �YOU J�Attachecl Q Under separate cover via th�e following items:
CI Shop ,drai+vings �Frints Pians C1 Samptes ,Q S�pecificatians
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THESE ARE �TRANSMITTEO as checked below:
or approval Approved as submitted d Resubmit copies for appro,val
[7 For your use� Approved as noted� C1 Submit copies for.distribution
C1 As requested Returned for co�rections Return corrected prints�
Q For r.eview and comment
O FOR BIDS DUF 1.9 PRINTS RETURNED AFTER LOAN TO US
REMARKS
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T�e Rb.ove ite�ns have•been 93
i recei vsd:
7 l�1y
Date of Transmittal:l(� (,o Review CoordinAto �b
Circulated by:
Spoka�re County Divisioa of Buil�li��gs l026- We�t Broad►v�ry Avenu� Spoka�re, WA '99260 *(509)456-3675
20� CaL.CUI._aTI0N5 REVISED �iO�i��
IMPERVT�US SURFACE AREA 208 SWALE "A"
AREA INCI.UDES ALL NARD �URFACES NORTH OF NEW QUIL.DING'S NCIRTH
WALL (SIDEWALK, PARKING LOT AND ORIVEWAYS) ANO A SECTTnN Ot=
CITY STREET AND SIDEWALK 73'- 0" X 2b'- 0"_
TMPERV IOUS SURFACE AREA b, 834 294 4, 320 i� 1, 898 13 34� 5. F.
SWA�E AREA RE9UI �ED 13 346 S. F. X. 5 2=`�57 C. F_
557 C.F X 2= 1, 114 5.F REQUIF2EQ
14 0" X 102'- n" 1,428 S.F �ROVZL�En
USE 1) TYPF B' DRYWELL
IMPERVIOUS SUkFACE SWALE qREA "8"
AREA INCI.U�ES EAST HAL� OF ROOF AREA AND CONCRETE �LAB F("�F�
OUMPSTER.
IMPERVIOUS SURFACE Al�EA 4,500 t 168 4,668 5.�
SWALE AREA REG1U IRED 4,�5�8 5. F. X. S 12 95 C'
3 95 C. F. X 2=�'"�O 5. F. REQU I REn
c �x12 1� �x �s 7 �28 PRO��
USE 1) TYPE A' D�YWELL�
IMPERUIOUS SURFACE FOR AREA "C"
AREA IPVCLUOES WEST NALF OF ROOF AREA AND CONCRETE DOGt�:. RAMP ANU
SLAB.
I MPERV Z OUS SURF ACE ARE A= 4, 500 7 SO 5, 250 5. F.
SWALE AREA REQUIRED 5. 250 5. F. X. S 2 2 219 C. F.
219 C.F X 2= 438 S.F RE���IREn
19'- 0" X 24'- 0" 456 S.F PR�VIDFL�
U5E 1� TYPE 6' DRYWELL
OR 2) TYPE A' DRYWELL�
���EIVE REGISTEREn
CHI
OCT 6 �9
CODE ENFORC ME wAY
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20� CALCULATIONS (REVISED 9/0�/93)
IMPERVIOUS SURFACE AREA 208 SWALE "A"
AREA INCLUDES ALL HARD SURFACES NORTH OF= NEW BUILDING'S NORTH
WALL SIDEWALK PARKING LOT AND �RIVEWAYS AND A SECT IC�N OF
CITY STREET ANQ SIOEWALK 73'- 0" X 26'- 0".
IMPERVioUS SURFACE AREa 6 ,834 294 4 ,3�0 l ,898 13 34c. .F
SWALE AREA REDUI�E� 13.346 S_F X.5 12 =��57 C.F
557 C. F. X 2= 1, 2 14 5. F. REQUIREU
14 O" X 102' 0" 1,428 5.F PRC�VIC�EC�
USE 1 TYPE 'B' DRYWE�L
IMPERVIOUS SURFACE SWpLE AREA "B"
AR�A I�lCLU�ES EAST HALF QF R40F AREA AND CONCRETE SLAE� F��R
DUMPSTER.
I MPE RV I C�US SURFACE ARE A= 4, 500 16�3 4, h68 5.�.
SWALE AREA REGIU IRED 4, C,N£3 5. F. X. 5 12 195 F_
195 C. F. X 2- 3��0 S. F. REOU I REn
4' X 12 16 X 5 928 PROV I OE
USE 1) TYPE A' DRYWELLL
IMPERVIOUS SURFACE FOR AREA "C"
AREA SNCLUOES WEST F�ALF OF ROOF AREA AND GQNCRETE DOGK, RAMP AND
SLAB
IMPERVIOUS SURFACE AREA Q,50� 750 5.250 S.F.
SWALE AREA REOUIRED 5. 250 5. F_ X. S 12 219 C. F.
219 �.F X 2= 438 5.F RE�UIREO
19'- 0" X 24'- 0" 456 S �F PRt�VIDEC�
USE 1) TYPE 6' DRYWELL
OR 2) TYPE A' ORYWEl.LS
RECEIVED REGISTEREn
c�� L;
�CT 6 1993 waY E
CODE ENFORCEMENT ATE OF WASHlN w
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Ci1/l� �E�GINE�RS /�ND LAND SUR!/EYORS�
N. 909 Argonne Ro�d a Sp.o�r�e,1lVA 99212
(509) 926a1322 ��x: 926-1323
TO: �o� ��iw r� ��r_a. c�. �a� �o» ��`r�,�cG��.or�
SUBJECT: �iro �4 �vr- �i�����:�sc E. 1Z3ZZ l ��cs�.
DATE: l l� I 9 3.
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Signed
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D�ATE 1i.i�I9:� U���I�GNE�, _�C SIrIF�ON b�►S,ir�, 1i^ rJOFTH FOOF
F'f,OJ EL�T 'I'JAME I NLAND GONSTF:UC�T ON �1 ST AV,EP�UE
DE�SCF:IF'TI'�ON� FU,OF FiUNOFF TO DOWNr,FOUT
SUb�RhEA �_.�i 1 HCI;��, SU�A�EA, 1�;UtVOF�F COEFF I'C�I LNT .'9�
TO�TAL F;�E�r�� U:1 ACF�ES COP1F'05 I TE-� FUIVOFF GOCFF I C I ChJT 9'
OVERLr�hID FL'OW ,Vr�LUES
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C�Or1FUTED ��vA'LUES
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Ci rcul ar Channel
N�ame- C� SIMPSON Date- 1/ 1�2/9� Ac�ti on
De scr i p t i on- I NLAND COIVSTRUCT I ON F I FE F�OM DOWNSF-OUT TO :SWALE
Stat�i on-
di a,. _.3� f�t. R= .�04 c. f. s. n=� U11 5a= 1ti,7� ft. /-f�t. k:e= S
Length 16 f t. tlut 1 et f 1 ow,l i ne el ��v�at i�n =�9B. 8 f t.
Dn= a5. f t. An"= G�1 s. f. Vn= 4. 97 f. F. s. HRri= f t.
Oc= 1_ f t., Rc= 02 .s.. f. V�c= 1. 6�� f. p. s. HFc�= Ca6 f t.
•Supercritical F.1ow
Dc- .1i ft..
Hv= C�4� f t
H�= U4 f t
Inl et �1_ev. -101 UQ� f�t
P
Hzadwater el ev. 141. 19 f t.
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�ATI�ONAL F�OrIhULA� �HYDrOLO,GY
�DATE 1�/ 1 93� DES�I GNC� C� �S�I�MF'SON L��S I N 1/? SOU7H �OOF
PF�OJECT NaME I�NLAPJD CONSTFUCT I:ON 15T AVEi�UC
DESCf,,�I�PT�I�OM1I FOCJF FUNOFF TO DOWNS�OU,T
SU�AFEA 1:= Q�t4 ��ACF,E� ��U��AhEA 1� FUIVOFF COCFF I C, I CNT 9
TOTAL A�EA� 08-4 AC�ES COM�OS�i TE ,�UrJOFF COEFF i C x�ENT 9�
OVEF;LAND FLO.W� �VALUE�S��
Ct .1'�
L �6
N' .'Q16
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CHF�NNEL' FLOW VALUES
L 1 �u
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T�D. .v�
COMFUTED� VALUE�S
DU�; 5: n0
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Na�me- C; S I MFSON �D�at e= 11�'1 9.:' Ac t'i� on
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�B.tat�i on- .SOUTH
di�a. 5'� f t. C!= .�,?4 c. f.�s. �n= ..V�i l �50= ft�. /f.t. 'F:2= 9
Leng�t.h, 7 f't Out 1 e't f Z ow_l��i ne el Ev�t i on 9,8. 5 f-t
-Dn= t. C►'9�' f"t An= C�? s.. �f_.. Vn= 9. 99 f�. p. s. HFin= f_�t
Dc= •F`t. Ac= 1� S. f. Vc= �1 f. p. s. Hh'c= 1� f�t�,
rupe� c�al F1 ow
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Hv= it� ft.
,H�= .�a9 ft.
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To sa-�-�► �o�►��
�Mead.w:a,ter� el e�v. 140. b9 •f t',.
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S' P O K A N E C O LJ N T Y
OFFICE OF THE COUN7Y �ENCINEER A�DMSION•OF THE PUBIJC WORKS DEPARTMENT
Ronald �G Hormann, P.E., County Engineer Dennis. M, Scott, P.E., Director
t�;
f�.,
ll.�
August 12, 199 1 p
'til
Robert Townsend, Senior� Project tVlanager
Iniand Constnic�tion Company
102 E. Spregue�Avenue
Spokane, WA 992Q2
RE: 1Narehouse E. 12322 First Avenue
Dear, Mr. Townsend:
A� review of the s�e/drainage� plan �for the above mentioned project has�been completed. The �following fist
is a summary of the items�that need to be-addressed before release of a building permit.
f 1. The pavement�taper should be8in at the� face� of the. curb and not at the back of tlie: sidewalk.
�2. Swale.'A' shoutd be flat. The elevations given at the�inlets:indicate a slope towards the-center.
3. Please provide Spokane County Type, I Inlets at the curb cuts. This witl. prevent th�e grass .f�om
blocwng the flow of runoff�into the swale.
f 4. Two type'A' drywells instead of e type'B' drywell will not be an opfion because of�area of basin.
Provide a detail of the_,loading dock. Is �the area recessed? The concem� is ponding of
stomnwater in the loading. area.
v 6� The �d elevation for the drywell in swale''8' should�� be 6" above the bottom of the: swale..
✓1. Indicate how much coVer will. remain over the sewer pipe: There should be a minimum of 3'.
8. Please make the indicated �changes to�the '208' caleulations. The<areas I calculated came from
the dimensions listed on the plan. These chan8es��only effect swale 'C'. The size of this�swale
should .be increased. Also� due to the increased are,a, the size of drywell needs to be
add�essed. Please see the enclosed calcufation sheet fo� more details.
9� Add t�e following details to �the drywell detail:.
t� Provide a 4" conc�ete� slab o�er the drain rock-.
Provide fi�er fabric a►ound ttie� drywell barrel and d�ain rock.
,Call out as "Spokane=County �Standard Drywell Type'A' or'B' as indicated on�tfie. plans".
d) Call out Type III Frame and. Grat�e
b� G%'� ��=�I�p
�ZO� G�v�Ttc��s r��-
�=t�1��("ta�d., ��4�' ���p'c� ���QN
W.1'026 _Broadway, Ave. Spokane, ,WA 99260-d1�70 (509) 456-3G00� FAX (SQ9) 456-4715
Page 2
Road plans for�improvements to First'Avenue are�required for this permit. Refer to the enciosed
:copy of the� road plans prev'iously sutirrmitted. Please coordinate' .those road plans �with the• changes you
propose, in particutar, �the added approach to the east.
Please ,submit any revised pians to' the Buitding �Department along .with five copies ,to arculate to review
agencies. Return the enclosed mark-up .with you� submittal. if you have any questions, piease feel free
to call.
Very �truty yours,
Ronatd_ C. Honnann; P.E.
Spokane County� Engineer
1__ A'�
'Christopher J. Reich, E�.I.T.
Plans Review
E�ciosures
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F� �o ,3 Q hanP.�►
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CODE ENFORCEMEN�'
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S P C� K A N C O U N T Y
OF'FIeE UF THE COUI�°Tl° ENC,WEER A DNLSiQN qFTHE Pl1BLIC WORKS DEPART';�tFJ�lT
Ronald C. Harmann, P.E., County Engineer Dennis M. Scott, P.E., Director
September 27, 1993
Wayne M. Marquess, Architect
W. 12949 Shore Road
Nine Mile Falls, WA 99026
RE: Warehouse E. 12322 1 st Avenue
Dear Mr. Marquess:
A review of the site/drainage plan for the above mentioned project has been completed. The following
list is a summary of the items that need to be addressed before release of a building permit. Please
refer to the enclosed "mark-up" for complete comments.
1. A Type I inlet is shown on the attached drawing. Please indicate this is being used.
1 it appears there might have been a misunderstanding.
The lid elevation for the drywell in swale'B' is incorrect. The elevation should be 101.03.
3. State law requires all plans and calculations to be stamped. Since the calculations are on
a separate sheet they will need to be stamped as well.
A condition for approval of this project included improvements to 1 st Avenue. According to my
records, plans have been submitted, but have noi been approved. Please submit the road plans with
all necessary information �grade sheet, drainage report, etc.l. Once these plans have been approved
we will need a mylar copy with the owner's signature and a bond taken out for all improvements not
completed prior to release of the building permit.
Please submit any �evised plans to the BUILDING DEPARTMENT along with five copies for circulation
to all reviewing agencies. Return the "mark-up" with your submittal. If you have any questions, feel
free to call.
Very truly yours,
Ronald C. Hormann, P.E.
Spokane County Engineer
��u.�_�� f
Christopher J. Reich, E.I.T.
Plan Review
Enclosures T
r fi� i
I
0 P �6���7 li
tl�� _,��d��J���
W.1026 Broadway Ave. Sp�kane, W� 99260-A170 (5A�) 4�G-3bpp I�A�C (�q9� 4.5b-471�
�y�
�0� CALCULA�'IONS REVISED 9/03/93 �ct,�, .�t.�Lt
��,p �''G"'�
IMPERV IOUS SURFACE AREA 208 SWALE' "A �t,�!`� t�'�'�
P�
}1 i.� �.7 �Gk
E.�.�NCLUD�S �D�S�.J #�-bl I N� S NORTH
WALL SIDEWaLK PARKING LOT AND ORIVEWAYS ANQ A SEGTION 0
C
CTTY STREET AND SIOEWALK 73'- Q" X 2�'- O".
TMPERVIOUS SURFACE AREA �a,834 294 �,320 1,898 13,34(� �.F.
�WALE AREA �EOUI RED 13 34b S. F. X. 5 12 =��7 C. F_'�
557 F. X 2= 1,114'' �5 F. R�9UIREt�
14'- 0" X 102'- 0" �42�i�5 .F .='ROVI�En
USE 1 TYPF 'B' DRYWELi�✓
IMPERVIOUS JUkFACE �WALE AREA "B"
AREA TNCLUDE� EAST HAL� OF ROQF AREA ANd CONCRETE SLAE� FOR
DUMPSTER.
IMPERVIQUS SURFAGE AREA Q,500 1b8 4,66� S.C�.
SWALE AREA RE�UIRED 4,66� 5.F X.5 12 1g5�G _F
195 C .F X 2 ��0 F�EQUIRE�
C 4'X1�' 1£�'X S�a' 928 PR�.�`-.� IDF'C)
USE 1 TYPE 'A' DRYWELLL
IMPERVIOUS SURFAGE FOR AREA "G"
AREA INCLUDE� WE�T HALF OF ROOF �REA AND CONCRETE DOCK, �AMP �aNC�
SLAB
IMP�RVIOUS SU�tFACE AFtEA 4,500 750 S.2�0 S.F
SWALE AREA REQUTRED S. 250 5. F X. 5 12 219 C.�.
219 C. F. X�= 438'�S F. REQUIF�E'�
19'-- 4" X 24'- 0" =�5t� �.F PR9��IDEC�'�
USE 1) TYPE '6' DRYWELL J
OR 2) TYPE A' GRYWELL.S
.�'`(`.�'f'7(�'
�r-�.�.�_
s c C
?.O� CALCULATIONS REVISED 9/03/9�
ZMPERVIOUS �URFACE l�REA 208 SWALE "A"
AREA INCLUDES ALL Hf�RO SURFACE5 NDRTH �F NEW EUtLDING'S NC�f�TH
WALL SIDEWRLK, PARKING LOT ANO ORXVEWAYS AND A�ECTI��N 0�
GITY STREET ANO STOEWALK 73'-- 0" X 26'-� n"
SMPERVIOUS SURFACE AREA 6,834 2�}4 4.320 1,89$ 13 34F� 5. F.
Sl�JALE AREA RE�UI�ED 13 .34b 5 .F X .5 1?_ ��57 C .F
557 C.F X 2= 1,114 S.F RE�UIRE�
14 O" X 102'- tj" 1, 428 �.F �RC�VIDEC�
U5E 1) TYPE B' DRYWEI.I
IMPERVIOUS SUFtFACE �WALE AREA "B" Z
W
AREA INCLUQES EAST HALF OF ROOF AREA AND CONCRETE SLA� FQ w
DUMPSTER
u� O
I MPERVI OUS SURFACE A1�EA 4, 500 16£i 4, 668 5. F. W Z
W
SWALE AREA REQU IREO 4, F,�.£� S. F. X. 5 195 C_ r. W
F U
..9� C.F X 2 3�0 5. .�E9UIREC�
4 'X12' 16'X 5�,' 928 PROVIUEi:7
USE 1) TYPE A' DRYWELLL
IMPERVIOUS SURFAGE FOR AREA "C"
ARFA INCLUOES WEST HaLF OF ROOF AREA RND CONCRETE �OC�:. RaMP ANU
SLAB
IMPERV IOUS SURFACE AF�EA 4, 500 750 S, 250 S. F.
SWALE AREA RE�UIREO= 5.250 S.F. X.5 12 =�19 C.F.
2t9 C.F X �=�38 S.F R�QUIREa
19'- 4" X 24'- 0" 456 S.F PR�VIDEU
U�E 1 TYPE '6' DRYWEL�
OR 2) TYPE A' DRYWEL�S
REGISTEREn
CH i' i�.
f
WAY E
ATE OF WASHlN Pt
1
ZO@ CALCULATIONS (REVISED 9/03/93)
I MPERV I OUS SURF ACE f�REA 208 SWt�LE A"
AREA TNCLUDES ALL HARD SURFACES N�RTH �7F NEW BUILDING'S NORTH
WAL� S IDEWALK PARK I�NG LOT AND ►�JR I VEWAYS AND A SEC T I nN OF
CITY STREET AND SIOEWALK 73'- 0" X 26'- 0".
IMPERV IOUS SURFACE AREA 834 294 4, 320 1, 898 13 .�4 C� 5. F.
SWALE AREA F�EOUI RE� 13 346 S. F. X. 5 12 =_`�57 C. F_
557 C.F X 2= 1,114 S.F RE�UIREU
24'- 0" X 102' n" 1,428 S.F �'RC�VIC�EC�
USE 1) TYP� 'B' nRYWEL� 0
W v
IMPERVIOUS SUF�FACE SWALE AREA "B" W Z
W
AREA INCLUOES EAST HA�F OF ROOF ARER AND CONCRETE SLAE3 FCR Q
DUMPSTER. p
C�
IMPERVIQUS SURFACE AREA 4,500 168 4,668 S.F_
SWALE AREA REQU IREO 4, 5b8 5. F. X. 5 1 195 C. F.
195 C. F. X 2= 3`��O S. F. REGIUI RED
4 'X12' 16'X 5C�' �28 PRO��IfJEt�
USE 1) TYPE A' DRYWELLL
IMPERVIOUS SURFACE FOR AREA "C"
AREA INCLU�ES WEST HALF OF ROOF AREA AND CONCRETE OOCK. RAMP ANO
SLAB.
IMPERV IOUS SU�FACE AFCEA 4, 500 750 5, 250 5. F.
SWALE AREA REOU I REO 5. 250 5. F. X. 5 12 219 C. F.
219 C.F X 2= 438 S.F REQtJIRED
19'- 0" X 24'- 4" 456 5.F PROVIOEU
USE: 1 TYPE '6' nRYWELL.
OR 2) TYPE A' DRYWELl.S
4�
REGtSTEREh
CFi� i.
WfAY F
a� oF wasHiN
1
�ST01�1VIVVATF� DI�:AII�AGE :R�PO�R�T
for
Strcet Runot�to the 4n-Site "208" P��d
at
�101and� Co�stra�cho�'s Proposed ��.reuousc.
�:�tst� 12322 JCirst Avenue
Spokane, Washiii�ton
October 1993
Report Prepared By:�
�i�$pso�a 1Ei�grneers, .l,a�.
North 909 �1r�o�uie Road
Spokane, Washi.ngton
TA.BLE' OF� CQNTENTS ti� E• •S'/
F WAS/y
f': V
O. r� L C
f t
C/���
Rai�onal Formula I�ydrolvgy t; ��r
1Q
9967
Z-._6A5 t�5� �Q �Cl'JST��
Curb Inlet �Calculations
ys
S.C.S. Soils Ma� &�Description
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