16TH E 15520 Seventh-Day Adventist V
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BLDG. PERMI7' -or -FILE# 92
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Date ta 12cview --92 i� 11:00 PRE-APPLICATION
Date to �1A D12 Time
batc Received 10-28-92
Project Name CHURCH- SEVEN DAY ADVENT No. Lots No.Acres
�ect�on Township .f�ange
SITE ADDRESS 15520 E 16TH/ E SULLIVAN PARCEL 25542
Applicant's Name DON KIRKMAN Phone 206
Address ���.X�1 ,�,�,�t �G 71(� �j`�(,t,►�i Work
Date Conditions mailed
Contact person Phonc
rLOOD ZONE Yes No d
Engineer Surveyor's Architect's Name
Water Address
Sewer
School
Plauaing Contact Person Pho�ie 4Sb-2205
Dat� Subnutted Descriptio❑ lnitials
i� AGREEMFNT TO PAY FEES COMPL�TLD COPY TO ACCOUNTING
i FINAL PI.,A r �EES COiv�`PLETED COPY '10 ACCOUNTING
i NOTIC� "I'O PUBLIC 1 3 4 6 COMPLETED OR NFFllS TO BE SIGNEIa
DESIGN DEVIA i'I�N SUBMI'1fi�D
�1I.TERArI�ION TO PLAT BLOCKS LOTS
I-LEARING EXAM APPROVED DENIED-_APPEALED BBC ,APPROVED _DENTFD
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��5�0 �ast lbt� Avenue —�kr�rcnth Day Adventist C�ur�� ��chaol
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�nn�t�ss 'j �rrr sr�►'�E zi�+ rNQNe cc�rrrncr
�DWNER I Upper�olumbia 5. �715 Grave p 5pv�:ane I i�A I 9�2�3 I I
�]ohn H. 5mith E. 7714 F�Tadin Driv� I Sgokane '4VA 99215 I 9�6-9�'2b 7�
�A1C,1id��1� I Chuck Sir,s�on �1. 909 Argonne Rd I S�a�aae I V4'A 99212 926-1322
ARCI�ITI`EC'I' VGF}aRt L�eonard [ICirkman Arcb) I
P.�. Sox 816 Auburn I WA �8�15 �[20��R33r 7910 ?C
ST.�TE ENVIR(�I�.h�ffi�"i`AL POLIC� ��I' fSEPA�
thres�old detem�inatior� is r�quired t� be is�ued k�y the I}�partm�nt ofBuildin�s a�ter circulati�� o� an Er�vimnmentaZ Checklist ta
agencies af jur�sc�i�tian. .�ction upan the pt`�posal will not �rnmenc.� �ntil after the iS day pu�ic carnmer�t �eris�d, A�75.U0 f��
is re��tired to initiate the e�vir�nm�nta] re�+iew. Tarn Davi�will �e the car�tact pers�r� for this �456--36?5�.
FI�O�FC�' �D�E1�ViE�
Pra�osed �vill 6e a w�od frar�� �t�c�.�r� �i�ie �risiruction sl�tet� to begin t�a� surnrn�r o� ��93. �ite is appgaximat�ly acres.
App�icar�t is progosing a 5�lassr�om �r�de sc�oollda�c�re with pla�ygra�and [to south of s�hovl] �vitl� enr�llmcnt antacipat�ed ta �e
'�0-7� stt�dents. ,�ls�a prvpo�ed �s a church with 53� s�ating capacity choir laft for 3� pe�ple. A� carport for a r��i—van �bus)
is being considered. Ap�l'sc�t�t i� pla�nnit�g future r�[ir�rnent �ent�r�n the site to �ecom[�d�te apart�r���ts or duplexes, but
is nat �repar�d ta pr�ceed witt� tP�i� phas� at chi� tirne. �'he prop�sed bui�dings will be �c�od frar�e struct�resa A residenCisl type kit�hen
is �mpased,
SUIViMARY �F PIt�PQ�EI�
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FAR�.`ErI. ZC13+TL ACT[1:1TIS 'IYPE RUILDIHG [I�' SQ.1TT. {'rROVP TYPE F1'.OW RfAZ'P..R PLTIlYEY�it JPS�MHE
45252.9a5? i UR-3.5 �E—i�—d2 I iTF�v �asss ��h�reh 16.967 I I V� 1�F� I�Iir�. 1,5U4 I Yora W�ter Pvaver 92A—�84Q
I I School 2'2,fi41 I I
I Retiremsni #,�86 I J I
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(clarlifcs9ans, a�dltlnns, Bnd corr�ctEpns to+nnittan comments)
�I.AI�TNIitii�G DEFART�ViF1�TT (�5�—��U5) �C�I'�`i'�C.'I': F�AI�I��3�iE ���1
�1'!x��I! Ct'+�?1R�Pr:1tS .'T�'?^:; F .*°v��.'i€� �ii'.°..ii �L �4.r°i u��.?;.�'.ui L,
*�ul�mit a�etter sta�ting ch�t tf�� church v�ll not he used at �he same time as th� sch�ol. Combinir�g t��e parking requirements
of both us�s would then allo�vable.
l�'t�mber �f r�q�ired bike racks i� based oz� th� numb�t` of �oial required parking �talls.
*�i�na�e can be i�sued under a separate pet�mit.
La�ds�aping requirements �r� Zimit�d to the �r�a oF the �evela�arn�en�
T.a�xci��gxng must be locat�d c�utside af the �uture acy,ui�itivr� area.
*��os� �ibs and hand vvat�ring are not allawed. I�plat�ts 8c labor ar� don�xed, not� th�t on the plans.
*�'lear r�icw �riar��a begir�s at th� centerline af 15l#� Awenue.
Retirernent apartrnents wousd rec��sire rezon� to UR-7. l�upl�x�s w�ouid require p1a[ting v� the prop�rty and ��ul� b�
ajlow�d ifth� lok� wer� a�ir�irr�ura ���.�,Q�� square �'e�t.
�1�'��N�ERT.�G ;��A17S (4�6-3600) C�NT�CT: I3�]B T��E�
V4'ritt�n ccar�rner�#s were �repat�ed a caPY given to �h� applicant.
Dr�in�g� r�quir�rnents on Timherlar�e musi be t�et. �or�ta�t �C�r� 'Y'up��r reg�rding this. Aggli�ar�t stated that h� has
a rnra�ua] a�re�snent with 1Vir. Tupper �n this.
*�'ropos�d i� 1ocaC�ed inside t�a Aqui��r Sensitive Area.
Right—of�-way �s �S' �a�t vf th� c�riterline �n Sullivan.
*�4c�ess fror� '�'i.r�b�rlane wij] anly be alla�red at"t�r it is establishe�i as a cc�unty road.
T'�e p�lirnin�rv �lat f�r �he a�re� is null &�oid �s 3k �nri�ir�allv nronosed onlv residen�es 8� riot a chur�h,
�iEAL'I'�� I]ISTRICT (�24-156f}� CC3NTACT': Dt1i��Y. `�NAY
*�7V�itt�r cor3mu�ts �}�ere pr�epared a cc+�y �+.�rer. to the applicant.
Cvnn��tion must k�e rnade t� th� publicscwer.
P�e�e sut�rni� fu�] �etailed t�lar�s for the scht��l �s ��r WAC 248.64.
�'IRE T7IS`IT��L'I' N� a. ���$--���a� corrr�c�: c��n� �ars �rrr��
Fir� flow as originally d�terntined will l��ve to be recalcuiated.
*�re hydr�nts will b� rec�uired t� �e install�d and opet �uring th� construc�ion st�ge of the projeet a�au1t will be recJuir�d
Alj sch��s ar� r�quired t� �e spri�kler�d.
4 haur area s�par�ti�n u�arls withou� €��enings wil] b� r�es�uired i� th� ct�ut is not sprir�klered.
App�icant questianed the possibili4� �f a fir� onPJr �cc�ss ofF �F ��allivan.
please r�c�t� height o�"portic.� �1:�'C�"} f�or fire truck access ot� plar�.
It �vas stress�d ta the a�plicant tttat the Fire D�partrr�ent has �caneems due ta the prevrailing �inds ir� t}�� �rea.
I��PA1t�I1►f��'T C]F I3[J`IL�]T�I�S �4��a-367�� �C]NT�"1L'i': I�EI� I�Fr1�Y
Writt�n comroents wer� pr�pared a cap� given to the applicar�t.
Fvr in€armatian orn the Arn�ri�ans with �isabilities Act, �a�ll �:•800
*�3andicagged seating must �e everily ciistri�rut�d tl�e�ugho�t the sanctu��y A�53S�C� ]1S�EC]lll� ��YiG'�S Wl�l �7� T�C1111£�Cl
Th� b�p�isrn�� vuoutc� be r�quired t� �e #��ndi�apped a�ssible,
C3nlywarrning ���'�od wi�� be allo►�ed ►�rit� na c�n—sit� cookin� �llowed.
s�F r��v��s� �o� ����rr�ft��as� �F�cr���n���vrs
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PERMIT RELEASE R�QUIR�MENTS
Please submit seven (7) sets ofrevised site, drainage, and landscape plans plus three (.3) complete sets ofconstrvction drawings to
the Department ofBuildings for acknowldgervent and distribution to all the appropriate agencies. In order for al! agencies
to expeditiouslyprocess your project, it is important that submittals, in�l�c �,ll necessary drawings and documents to insure
that review ofyour project is completed in the least amount of time. Docuroents shovld include: building add�ess and ]egal
Jega1 description ofproperty.
Spokane County's Project Review Coordinator will be John Larson at the Dept. of Buildings (456-3675).
PLANNING ENGI�IEER� HEALTH FIRE BUILDINGS�
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1 Bicycle racks (location number) X
2 Building height in stories feet X
3 Clear view triangle at ingress/egress X
4 Curbing around landscaping X
5 Dimension travel lanes X
6� �Exteriorlightin�/�irection ofillumination X
7 Exterior storage areas X
8 I Fence location, height, ty�e (existing proposed) X I I
9 Landscaping of parking lot X
10 5 feet Type III landscaping along lGth Sullivan X
11 10 feet Type I landscaping alon� south east property lines X
12 Landscapin� (location. species. size) X
13 (Parcel boundary dimensions X
14 �Parking traf6c circulation plan X
15 Parking stalls (number, stripmg, dirnension, directional arrows) X
1G Paving X
17 Signage (location, height, square footage) X
18 Square footage type of use of proposed X
19 Utility location X I
20 10' future aquisition area on 16th X X
21 ��Drainage plan (swales, drywells, calculations) X I
22 �Road plans X I
23 Note: No access to Sullivan X
24 �Fire hydrants (location number) I I X
25 �Fire lanes/access X
25 �:iun�i�a� �,a. sta;;s .9. acce�swa�� �;�,iu o"c wiihin bicigj x I I X
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27 Certificate of Exemption X
28 I Irrigation system X I I I
29 I I Nursery estimate X I I I I
30 Promissary letter for landscape requirements X I I I
31 Agreement to pay fees I X I I
32 �Approach permit for access to county roads X
33 �Reciprocal Easement A�reement X X
34 �Right of way dedication (radius) Timberlane X
35 �RID Agreement for future road improvements X
36 Road pl ans X
37 Critica] Materials list X X
38 Complete set of plans specifications I X
39 Lock (Knox) box entry sytem X I
40 Water plans X
41 Vault X
42 I I SEPA X X X X I X
43 Special Inspection forrns (if necessary� X
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44 Barrier—Free Requirements (WAC 51-20) W X
45 Construction drawings X
46 Electrical details X
47 Enerqy details/calculations heat loss X
48 �Fire sprinkler/alarm system X
49 F1oor plan (document of seats) X
50 �Heating, ventilation air conditioning drawings X
51 Lighting budgets X
52 Plumbing details X
53 Seating plans� X
54 Separatio�all details X
SS Structu}�al drawi��s wit wet sj.�',mps calculations X
56 Snow�c }�nd lo�a 'c connections I X
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Sign t ���oordinat r
Page 1
OFFICE OF THE COUNTY ENGINEER
SPOKANE COUNTY,�.WASHINGTON
Project: Seventh Day Adventist Church Date 11-2-92
Address: E. 15520 16th
Parcel No: 25542-9057 Ref No. B92116
The County Engineering Department has completed a review of
the above referenced project. The following information must be
provided in order for us to proceed with our review.
A) For any new hard surface area, for an asphaltic roof, or
a roof containing HVAC machinery, a drainage plan
for the site shall be prepared in compliance with
Spokane County "Guidelines for Stormwater Management". At
a minimum the plan must contain:
1. Drainage calculations for stormwater volumes
generated on site.
2. Calculations for total impervious surfaces
contained within the site.
3. Finished grade elevations for structures to be
constructed on site.
4. Finished grade elevations at the top and bottom of
the 208 swale.
5. A typical cross section of the 208 swale.
6. Calculations to justify the number and type of
drywells proposed.
7. Elevation of drywell inlets where applicable.
8. Copy of the proposed landscape plan.
B) The following improvements within adjacent Right of Way
are required prior to the release of a building permit:
1. You must submit road and drainage plans for street
improvements. These must be prepared by an
engineer. Plans must be prepared for the following
streets:
a. Sullivan, Spokane County Special Section,
Sullivan Road, 16th Ave. 24th Ave.
b. 16th, Spokane County Typical Section No. 1,
Access Standard.
c. Timberland Drive, Spokane County Typical
Section No. 2, Access Standard. The applicant
is required to build one half of the street
plus a 12 foot lane. The total improvements
will then include sidewalk, curb, and 32 feet
of asphalt.
A statement shall be placed in the site plan stating that:
"No direct access shall be allowed onto Sullivan Road."
Page 2
Al1 required construction (sidewalk/curbing/pavement) within
the Public Road Right of Way i� to �e completed prior to the
release of a building permit or a financial guaranty in an amount
estimated by the County Engineer to cover the cost of
construction or improvements shall be filed with the County
Engineer. Required plans are to be submitted prior to estimating
the amount of the financial guaranty or permit release.
2. Applicant shall dedicate a 30 foot radius on 16th
and Sullivan, and a 20 foot radius on 16th
and Timberlane Drive.
3. Applicant shall dedicate 25 feet of right of way
for Timberlane Drive. No access to Timberlane will
be allowed until Timberlane is established as a
County Road.
4. Please submit a copy of a recorded property deed
from the Auditors office for the subject property.
Upon receipt of the deed our staff will prepare the
right of way deed.
5. Approach permits must be obtained from the County
Engineering Department for any new or improved
driveway approaches to the following streets:
a 16th
D) Insuff icient information was submitted with the proposal.
We are unable to proceed with our review. We will need
the following before we can proceed:
1. Site Plan.
2. Drainage plan as specified.
3. Other information:
a. A parking and traffic circulation plan shall
be submitted and approved by the Spokane County Engineer. The
design, location and arrangement of parking stalls shall be in
accordance with standard traffic engineering practices. Paving as
required by the County Planning Ordinance, will be required for
any portion of the project which is to be occupied or traveled by
vehicles.
b. Please contact an engineer as soon as possible
so that this requirement does not delay your
permit.
E) Utility Condition: Permittee is responsible for arranging
for all necessary utility adjustments or relocation as
required for completion of the improvement.
F) The owner of the property or the authorized
representative must complete and sign Spokane County
Engineers "Agreement to Pay Fees". This document must be
returned to the County Engineers Off ice. Plan review will
not be completed until this document is executed. This
document is attached to these comments. Please return
the completed Agreement to your contact person at the
Engineers Department.
Page 3
1
Only after all the information�and requirements listed above
are supplied or completed and the necessary review has been
accomplished will your building permit be released.
Your contact person at the County Engineering Department may
be contacted at 456-3600. Your contact person is Robert Turner.
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a�oss sECnor� w+u �+�wo� TRAFFlC AND SOlLS
lN THE R.O.W. MIN. 4' A.GP.
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D �F. P. 5/ 3 9 ..7 C tiLL' OFFICE OF AppRO VED ��9.owc
SULL VAN ROAD SHEET
DFSIGNE� BY: H.�o��.: S P O K A N E C O U N T Y E N G I N E E R D��p�
"a"E N. 811 JEF�RSOrr sT. A P P R O V E D 16TH. AVE. 24TH. AVE.
CHECI�D 8Y: VER"CICAL• SPOKANE WA. 99260 COUNTY ENGiNEER TYPICAL SECTION
NONE 45f-3600 C1F
DATE:
1
e
S P O K A N E e C O U N T Y
OFF1C� O� THE COU(�FTY �NCINCEF A DIVISION OF THF PUf3LIC VV(11:K5 DL'I'AR'('�dENT
Ronald C. Hormann, P.E., County Enginccr D�ni�is 1�1. Scott, P.�., Dir•ectur
January 26, 1993
JOHN H SMITH
7710 E �ODIN� DR
SPOKANE WA 99215
Dear Mr. SMITH:
i
A
SUBJECT: CHURCH- S D A/ 15520 E 16TH
PROJECT #B92116
Addition�l inforniation witb respect to the above projects subsul soil conditions is required �o
complete the pl�ns review process. Specifically, representative values for soil percolation rates and
soil-subgrade "R" values are necessary to evaluate the proposed pavement section and storm drainage
disposal system.
The Spokane County Materials Laboratory has reviewed the proposed development plan; made a'
preliminary investigation of the on-site conditions; and has determined a minimum number of 0"
percolation rate tests and 1 stabilometer "R" value tests are required.
This informatiou may be supplied by any qualified soils firm. Tbe tests and methods must meet
Spokane County standards, and be inspected by Spokane County personnel. Spokane County should
be notified at least 24 hours in advance of all sampling and testing.
Respectfully,
i
v� a
William Hemmings
Senior Review Engineer
cc: SIMPSON ENGINEERS
k\g�t�r-vaIue.pri
N. 811 JefFers�>n 5pokane, V��A 99260-0180 t509) 456-3600 F�X (509) 456-4715
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(DEVELOPER'S N��.ME ADDRE.SS)
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Dear Mr-
c,4� Sc.��o-� s
sv�a�cr ��,c
PROJECT
Additional information with respect to the above projects subsurface soil conditions is
required to complete the plans review process. Speci�ically, representative values for soil
percolation rates and soil-subgrade "R" values are necessary to evaluate the proposed
pavement section and storm drainage disposal system.
The Spokane County Materials Laboratory has reviewed the proposed development plan;
made a prelirninary investigation of the on-site conditions; and has determined a minimum
number of percolation rate tests and
stabilometer "R" value tes are required.
0
This information may be supplied by any quali�ed soils firm. The tests and xnethods must
meet Spokane County standards, and be inspected by Spokane County personnel. Spokane
County should be noti�ied at least 24 hours in advance of all sampling and testing.
Respectfully,
William Hemmings
Senior Review Engineer
i
cc: ENGINEER S %,wJ► S� ��•Q,�,�S
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S P O K A N E C O U N T Y
O�HICE OF THE COUI�lTY Et�'GINFER A DNISION OF TM� T�UBL(C WORKS DEPARTM�NT
Ronald C. Horm�nn, P.E., County Engin�er Dennis M. Scott, P.E., Director
AGREEMENT TO PAY FEES
ENGINEER'S AGREEMENT NUMBER �l. G-
This agreement between Spokane County and .S o��- ���t� 51J,¢
�name a�rson J i
i
whose interest in t�e project is
�i.e. oynier, agen�, e�c.�
is entered into this day of 19 This agreement is applicable to the project
known as:
S' ��a S 1�.� S��r s�" �as x�t /6��S.��ir�.
�pro�ec ac c ress or �name i e num�
That the individuals and partics named herein as having an interest in the above described property or
project agree to the following:
1. Reimburse Spokane County for project review and inspection fees as specified in
Bo<<rd of County Commissioner's Rcsolution 80-1592 attachment C, as amended.
The fees will be based on actua[ sa(ary costs incurred by Spokane Cc�unty for project
revxews and or inspections plus a ten percent administrative charge, and wiil be
billed monthly as accrued.
2. ThE: undersigned agrees that these fees are due and payable upon receipt of the
billing as specified above. The monthly billing should be sent to the attention of:
1� h
NAME: C� G�'�. V Q-�' c' S� 4��
ADDRESS: 5 Q V'C� E� A 1� 1� V u' ls C�
Ml 5 n►
C.aR� t +1�5' S
crr}r STATE a b
ZIP CODE:
PHONE ��D �l y.Z 4G, S'��d G
I understand that failure to pay these fees may result in delay in completion or approval of the project or
other possible sanctions.
SIGNATURE By: N
v
s�/ �.Z6- �Y�b
(PRINT NAME)
RETURN YELLOW COPY TO SPOKANE COUNTY GINEERS
k�g�f�agreemen.fee �1'9��'� �efferson Spokane, 1��A 99260-0180 (509) 456-3600 FAX (509) 456-4715
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NOTICE OF TRANSMITTAL
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The above items have been received:
Date of transmittal: By:
Spokane County Depactment of Buildings West 1303 Broadway Avenue Spokane, WA 99260 *(509) 456-3675
�1. S S t ti JY 1�1 E N' 1'
Foi security ���ur��uyu unly, Tupper Associates
�ereby AS91gt19 lu SPOIE:�N� C(7UT`l�i�', a�olitical suhdivision �f cltie �t�tc o[ ��':+sl�inKi+,n, �I��� f�,tt�►.��in�;;
Savings Cet�ti[ic�le Nuu�k�er �,���m��_� Say i ngs._ Number, �2_3-_0000-601070-8
iz� ttie face allaouut ��f $28,329.64
�ntt l�i;l�l i►� :.+n�J hy Wash i nQton, Mutua 1 Sav i ng_s Bank
F�7nk �f W,��,h i n4 ton
Spokane Valley Branch
13� �r��•it
"Il�is assignment i� rr�.�dP �s 5ecutity fnr tlic fnil nn�l t:�itl�f�rl ��r_rinr�n�nre I�y Tupper Assoc i a fies
of c�rt:�in tn�ds, ��ui�iury�et�is �ncl ciraiaa�c f��.'ililie.'S tur E. i�a20 16th Ave
as spe.ciGed in the typic:ai section nnd rondwny in�rrovcmcnt S��ccific.�tior�s for sai�i ��rnj�;r.t, cl:�tr�l June _15 199 3�
and on file �n thc Offfcc di the Spoka��e �AUn�y 1.rn�;ineer.
/1.r�y iiite�est l�e��e_tits �ccit�i��g uu�li:r s.+itl s:,vi���s ce�•tilir��te sh�li ren�nin thc �������r[}� nf Tupper Associates
S�itl �avi.nks cer�ilic:lle tv he �t'Ie:t tn Tupper Assoc i ates
ur ��jy ull�er �arly only �vith� �he �rior wtittcn cottseitt �nc1 ;�gre�;nar:nt �,f S��uk:�r,�� (''�,r�►���•.
PRO�IUF�, Pt1R1�t�it II]P. IIi1�.ICrSi�nt�cl cl��es hc�c�f�y nullinrizc� Washington_Mutual Savings Bank_
tc, ��ay over ea Spok�iue Cuuuty �ti ur suftic;ien� r����int� n[ Ihe »toilj�'s irt the- sa��irr�;s certif,icate t��fcrc:n�:�;ei fiereiii�l����•r
ta�un wiillen clncutr�er�iati�tin he.irr� received [rom the Sp�Rane C�unt}� rn�ine�� inclic7tin� ll��t �li� ��t�r�ti�,;:e�r: I�i tl�e
��vi��g� certiGr.nte wt�s ��signccl b�vc not been t�uity and f�itl�('i�lly ;��et[�rtncci as re�nir�et �n�l i� s1,�lNitient c�f tl�nt nttte�unt
��f u�oncy which �t�e C:ouaty Engi��eer �S rec{uirecl anci sfntemeii u[ �l�;�t ;im��ut�t o[ money �s�hicl� tl�c r'��unty T�.I)�Irlc
c1NPiTi� nece�t:�iy t� Cnt�l�?I81C SIICI] OI)I1�1tI Up�m recei��t of. �i�cl� �arittcit rlocur��e��tation, Tupper_�_Associ_a
hcrcl�y �UfllOi';ZP.!► Wash i nq ton Mutua 1 Sav i ngs _Bank
to relcasc tc� Spok�ne C'.ounty t�iat �mourtt of n�c�ney requesfecl �i�� tr, ti�c: re���xi�num �ttrtvunl in the 57vLU�5
ccrtiGcatc.
llATED t[vs 21 st u f June 199,
,p/V�1[� (}p 1�1ash i ngton Mutua 1 Sav i ngs Bank
�1)1)RI:SS 11205 East Sprague
S�ok e, 4lashington 992�f�
1'resic�cnt r i
t,
St�CfE:tAl�
L� A7�� t Ws day of 199 _3
�CJ��f f
w�
vLt�i?�,or��
S'���11F OF tiV�S11IN�TC.�N
:ss
C'�unty c►C Spokai��
Un �his da,y persc�tt�lly :t��pe�i befure �,�r
tc� �tte k o�vtt t0 be tf�e i�riivi�ta:�l �.1 tirrilied itt ttnt! ��vllo �exc�cutecl the t<<i�t�t 'fi ar�d �'i rt��;ct�i�it�strni»ent, �t�d nc:knawledged
th:tt ,���igued tl�e s:�rr�e; :�s �r.-�a [ree nad v�ltt��t�try act and deeE�, fnr ti�e uses n�icl j,irr�,�,scs tl���rt�in i>>er�ei�iiecl.
C�rirFN IJNC��R M'Y f-�/1NU �ll�1U UFI�IC1At fir�L �h;s a— day uf t��
�_-�5�-
NotaryPublic ]�jt� u(��1C for the Stnte
STATE OF WASNlI�GTON
k�111assign.bui� BETTY JO A COOK �f Wasli���gt sid�ng .�t Spnkniie
Nt�+Appotntment Expites MAY 02,1996
��}'�rJ�7D.��o ASSICiNMEN'I'
Fv�� secuiity p��rNu3�s u[�ly,
SPOKANE VALLEY SDA CHURCH
l�ereby ass;gvs tu SP(aEti11.NE CUUN`1'�, a political suhdivisfou of tl�e St�te u[ W�sl�iu�t��n, �h�� I"��ll�����ing:
013-1403788-6
Savings Gec tificate Nun��►er
in the face au�ouuc of �49,770.36
a��d l�cl� i�i :�nc] hy Washington Nlutual ��SB
Rank �f Was h i ngton
Spokane Val 1 ey� r3rat���h
'I1iis assignme4�t is m�de a� security f�r the fitll aU� faitl�ful pe.rCvrmance t�y Spokane 'bal 1 ey SDA Church
of certain rnads, rn�numents �nr� drainage f3ciliti�s tur'� SPokane 'Val ley� SDA Chruch:/E. 15520 16th
as spe.ciGed i� tl�e ty pic:�l se�:tion and roadway in�provcmcnt sreciGcations �or s�id prCject, c�atr_d 3 2 1993
at�d on filc in thc Ufficc of the Spol:aue CQUnry Ftt�ineer.
Any inte�est henefits Ac.�:�'uii.�g t�uili:r saiJ �:iviugs c:er�iGcate shall remain t6e �+roperc}' of Spokane Val 1 ey SDA
Church Sd��l savi�gs c�r�ilica�e Io be rele:�sed to spokane Val l ey SDA Church
ur dny ull�er party o�ly �vi�h the prior writte� Goqseut ���d a�rce��evt uf Spukane Cr�un�y.
PRO'VID�� FURTHER t�e u��cicrsi�necl clnes herPby Autltnrir.c washi:ngton Mutual FSB
t� pay OVet' Zn Spol�a�e C.vuuty $Il or sutficienl j���tinn nf t1�e �nouic's in the s�vitags certifc�te refer�nc�:d hereiU�l�o��e
upi�n wrillen cfncurr�c:n�atinn heing received from ihe Spokane Count}► En�iflce� i�adicatin� that tl�e pur}�c►se:: I'or wtiich tlle
s�vings certific�te w�us Assi�uci) ltave not been fulty and faith[ully per(ormeci as requu'cd ;�u�l a st.itement of that Au���uut
��f u�oncy �vhich �be C.`ouary Engi��eer at rec{uired and a st�teuieut of that amvunt vf money� «�6ich the Cc�unty Etagi�ec'r
d�ems n�ee��ary tn c;c,niPlele sucb obligatio�i_ �►pe�n receiE�t of sueU written docun�eutation, Spokane Val l ey Sda
Chruch hcrcl�y autl�orizes Washi�nqton Mutual FSB
to release to Spokanc C.ounty that ar��ount af money requested up tu tl�� n�axi�nutn amuun� in the sat�iu�s
ccrtificatc.
n�TED t�is 21st� uf June 199 3
�v�ashi�ngton Mutual FSB
nR :SS E. 12005 Sprague
Spokane Wa 99214
I
U� �-Presid nl
Sec�etttiy
UATEP tt�is 21St��Y of June 1 9 g 3
��1.6�
�Vi?L�PER
STATE OF �VASiI�Nr'CC)N
:S3
Cnunty af 5poka��c
On �h.is day persottal�y appe�red b�fore u�c Charl es H. Vette.r for Spokane Val 1 ey SDA Chruch
t� sne known ta t�e �che i,�diviclu:�E-��l�.�crit in srnd who e.YC�uted the� within ai�ci fc���bc�in� itisttti�u�eut, �ud at�lcnvwledged
thlt he sigaed t�z s�rn ��"�..�h��S�-� f��" ad voluntary act aud deec�, fc�� the uses And �►tt�'}.���s�s t�erein uteQtioued.
GTVFN i1Nt�ER �•�ANU AN13'�� C1Ai. �FAL ttus 21st d;,y ut J�ne 199 3.
3
r p t T �-�C /l
1' t
N tar}► Pu�il�c i� ancl for the �tate
3-(;��-�'� r
k�1t1assigu.U�n r nf Waslticigtun, re�iding at ���-�k�►iie
OF p,`��
im son.En ine�rs, Inc.
f�
CIVIL ENGINEERS AND LAND SURVEYORS
N. 909 Argonne Road Spokane, WA 99212
(509) 926-1322 Fax: 926-1323
TO: �i�t=N��'. S�'D�AN� Go�w�v7"� �N��� ��P�'.
SUBJECT: ScIP�'Iv�'� i�AY �a,�'��t1"is�' �N�4��t"-� ,�f���" AH� 5��.�iv�N)
DATE: :3
1�.�'a e G� 'Fo r c�:� r t' �V e. u/ a r� D i" i V1 ��S �'�t e,
r' e�.�t i s c:.d i a v► s-�'o r S u[ 1 i v'ct ���N q e. o, q n�l
�iw�be�iaKe D�'i��. Aiso, iv,c�l�de.�. ar� c����s o� -1°ke.
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�AY A�V ENT t5T
SD$ •�p. 2'150
l
31 1! q'3 (�W M� t�����• a�•���
l0000 n �ow.u�� coar��cK�• �n .a.«w a 0
9000 ro..w• ....«...t• t� .•�t•�.•
�OQD N►►NI N iw�Nl�
T000 i�s ��w��c.� a»sa wsa .0�• I.0
6000 �t►t�ar�s K�ot��wa ��w, .0�
3000 �a a�wi�«. t�w AO
.Oi
�000 .70
�7cAYKt latt •.s... •►.aa .00
3000 •�vt�� woi wo .iQ
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2000 V
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Z .30
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�MSreucT�oMs
f Q 300 .ot W .01 a
r. iowts• t/A ��ra wt• bosr 1{i Q .O• 2
ca..•cr •..c«..�t y� .ur �7 .00e
Z� 0�1Tw •N w1t
utt�wct •r •www �w 'a .00T (n .10
t cow.��t .o+��w�, .o� V .006 W
4" .0�
o t.�o� w,►.�ti f -f .003 W
100 .-�..n� c«...a� �i. W .07
9 O w.» u•a .awwu. 0
80 .004 .0�
�0 W
60 a. .06
SO ro �ar�...rs .003
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2.5 2.5 cowNrt ua��«.•. a .02
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N ra «rra ��as.��u �}w_��.� .001 Q
wct�M .���..a•
S y ���tr o�t��r io�
��pry •�/IG •M� OlItM tMl•
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NOMOGRAPH FOR FLOW
Q= 0.8� ��FS 5= o. o I !N 7RIANGULAR CHANNELS
5
Z z T 1 p
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h Z 0 3
6-42
e? 2 1° Z 333
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DRAiNAGE EASEMENT
FROM
SEVENTH DAY ADVE�NTIST CHURCH
That portion of the NW l/=� of Section 25, T. 25 N., R. 4� E. W.M. in Spokane County Washingtoa,
dcscribed as follo�+�s:
Begin ai the NW corner of said NW 1/�; thence S 89°23' 1?"E, along the Norch line of said NW 1/�, 97.97
f�t; thence S 00°36'�3"W �0.00 feet to the True Point of Beginning; thence S 00°3y'38"W 37.U0 fe�t;
thence N 89°23'17"W �3.OU feet to the Last Right of Way (RlW) line of Sullivan Road; thence
N UU°39'38"E, along said R/W, 17.U2 feet to the Beginning of a curve concave to the Southeast ���th a
radius of 20.00 feet thence Northeasterly, through a central angle of �9°57'US", an arc distance of 31.�U
feet to the end of curve; thence S 89°23'17"E 23.02 feet to the True P.O.B.
`"`vw j v�
u
�c�. rl t��—e n2��t 1'
v �,I
y
J
g?. 1�th Avenue
26 25 S39'23'17"E Q��-
Q O v
►7 Q C�
11 O 1\,
v n
n
�23.0�'� __a
(�iL�� ��0��)
i iGl
c�� i f� r
55.U0' �o,' Ma
���43.00'����j n
N8y'23'17"��� L
CL
o 89•s�'os"
R 20.00'
T 19.98'
L 31. �U'
o
o
CRAPHIC SC,4LE (IN FEET j
J o z5 �o
U
�u
I"�=�: �0'
�cn.rwru tb.o
i..
i•m�son �'nyir�e�rs; Inc.
Civ�� Er�GirvEE�s �c L.�rtU Suf.:�E'tC�t
N.909 �ftCO�rN4,`:F20A1�••
SPOhAIJE. Wk y9�12 Pti �,i2t;--1�?2
k
ENTER: NUMBER C►F PIPES
1
I 9
OUTFLOW CONDITSONS PIPE NO. 1- TAILWATER DATA:
1) SPECIFY TYPE OF TAILWATER DATA INPUT: S- SINGLE TW-ELEV.
F TW/HW DATA FILE
s
2) ENTER: TW-FLEV
51.85
ROUND/ARCH PIPE INPUT CODING INFORMATION:
PIPE TYPE CODING:
1- CONC/aMOOTH BORE (ri=0.012) 5- CMP ARCH (NEW GEOMETRY)
2- CORRUGATED METAL (n=0.024) 6- CONC/SMOOTH ARCH (OLD)
3- HELICAL CMP (n-fac varies) 7- CONC/SMOOTH ARCH (NEW)
4- CMP ARCH (OLD GEOMETRY) 8- ROUND (user sets n-fac)
ARCH PIPE CODING,- EQUIVALENT ROUND SIZE MUST BE INPUTTED PER FOLLOWING TABLE:
EQUIV-DIAM. OLD-ARCH NEW-ARCH EQUIV-DIAM. OLD-ARCH NEW-ARCH
15" 18"X 11" 17"X 13" 42" 50"X 31" 49"X 33"
18" 22"X 13" 21"X 13" 48" 58"X 36" 57"X 38"
21" 25"X 16" 24"X 18" 54"' 65"X 40" 64"X 43"
24" 29"X 18" 28"X 20" 60" 72"X 44" 71"X 47"
30" 36"X 22" 35"X 24" 66" 79"X 49" 77"X 52"
36" 43"X 27" 42"X 29" 72" 85"X 54" 83"X 57"
INLET TYPE CODING:
1- CMP/PROJ. 4- CP SOCKET/PROJ. 7- CMAP/PROJ. 10 OTHER (SEE
2- CMP/HDWALL 5- CP SQ.EDGE/HDWALL 8- CMAP/HDWALL FHWA REPORT
3- CMP/MITEIR 6- CP SOCKET/HDWALL 9- CMAP/MITER HDS N0.5)
ENTER PIPE 1: LENGTH(ft), DIA(in), PIPE-TYPE, OUTLET-IE, INLET-IE, INLET-TYPE
165,12,1,51.0,52.55,4
INFLOW CONDITI4NS PIPE NO. 1- OVERFLOW DATA AND UPSTREAM VELOCITY DATA:
1) ENTER: OVE.RFLOW-ELEV, OVERFLOW-TYPE (NONE=O, BROAD-WEIR=1, SHARP-WEIR=2)
55.9,0
2) SPECIFY TYPE OF VELOCITY DATA INPUT: S- SINGLE VELOCITY UPSTREAM
V- VARY VELOCITY ACCORDING TO V=Q/A
v
3) SPECIFY AN UPSTREAM CHANNEL 6VIDTH(ft) FOR COMPUTING A=HW*WIDTH
1
ENTER: QMIN, QMAX, QINCRE, PRINT-OPTION (STANDARD=1, CONDENSED=2, EXPANDED=3)
2.47,2.47,0,2
PIPE NO. 1: 165 LF 12"CP .94o OUTLET: 51.00 INLET: 52.55 INTYP: 4
Q(CFS} HW(FT) HW ELEV. N-FAC DC DN TW DO DE HWO HWI
a
2.47 .91 53.46 .012 .68 .60 .85 .85 .68 .91
SPECIFY: R- RE:VISE, N- NEWJOB, F- FILE, S- STOP
n
BACKWATER COMPUTER PROGRAM FOR PIPES
SPECIFY TYPE OF PIPE-DATA INPUT: K- KEYBOARD
F FILE
k
ENTER: NUMBER OF PIPES
1
OUTFLOW CONDITYONS PIPE NO. 1- TAILWATER DATA:
1) SPECIFY TYI�E OF TAILWATER DATA INPUT: S- SINGLE TW-ELEV.
F TW/HW DATA FILE
s
2 ENTER: TW-��LEV
53.4
ROUND/ARCH PIP�� INPUT CODING INFORMATION:
PIPE TYPE CODING:
1- CONC/SMOOTH BORE (n=0.012) 5- CMP ARCH (NEW GEOMETRY)
2- CORRUGATED METAL (n=0.024) 6- CONC/SMOOTH ARCH (OLD)
3- HELICAL CMP (n-fac varies) 7- CONC/SMOOTH ARCH (NEW)
4- CMP Ah2CH (OLD GEOMETRY) 8- ROUND (user sets n-fac)
ARCH PIPE CODING EQUIVALENT ROUND SIZE MUST BE INPUTTED PER FOLLOWING TABLE:
EQUIV-DIAM. OLD-ARCH NEW-ARCH EQUIV-DIAM. OLD-ARCH NEW-ARCH
15" 18"X 11" 17"X 13" 42" 50"X 31" 49"X 33"
18" 22"X 13" 21"X 13" 48" 58"X 36" 57"X 38"
21" 25"X 16" 24"X 18" 54" 65"X 40" 64"X 43"
24" 29"X 18" 28"X 20" 60" 72"X 44" 71"X 47"
30" 36"X 22" 35"X 24" 66" 79"X 49" 77"X 52"
36" 43"X 27" 42"X 29" 72" 85"X 54" 83"X 57"
INLET TYPE CODING:
1- CMP/PROJ. 4- CP SOCKET/PROJ. 7- CMAP/PROJ. 10 OTHER (SEE
2- CMP/HDWALL 5- CP SQ.EDGE/HDWALL 8- CMAP/HDWALL FHWA REPORT
3- CMP/MITE.R 6- CP SOCKET/HDWALL 9- CMAP/MITER HDS N0.5)
ENTER PIPE 1: LENGTH(ft), DIA(in), PIPE-TYPE, OUTLET-IE, INLET-IE, INLET-TYPE
90,12,1,52.57,53.47,4
INFLOW CONDITIONS PIPE N0. 1- OVERFLOW DATA AND UPSTREAM VELOCITY DATA:
1) ENTER: OVERFLOW-ELEV, OVERFLOW-TYPE (NONE=O, BROAD-WEIR=1, SHARP-WEIR=2)
55.95,0
2) SPECIFY TYPE OF VELOCITY DATA INPUT: S- SINGLE VELOCITY UPSTREAM
V- VARY VELOCITY ACCORDING TO V=Q/A
v
3) SPECIFY AN UPSTREAM CHANNEL WIDTH(ft) FOR COMPUTING A=HW*WIDTH
.8333
ENTER: QMIN, QMAX, QINCRE, PRINT-OPTION (STANDARD=1, CONDENSED=2, EXPANDED=3)
1.65,1.65,0,2
PIPE NO. 1: 90 LF 12"CP 1.00� OUTLET: 52.57 INLET: 53.47 INTYP: 4
Q(CFS) HW(F�'') HW ELEV. N-FAC DC DN TW DO DE HWO HWI
**************�r******************************************************
1.65 .68 54.15 .012 .55 .46 .83 .83 .55 •68
SPECIFY: R- REVISE, N- NEWJOB, F- FILE, S- STOP
n
BACKWATER COMPUTER PROGRAM FOR PIPES
SPECIFY TYPE OF PIPE-DATA INPUT: K- KEYBOARD
F FILE
k
ENTER: NUMBER UF PIPES
1
OUTFLOW CONDIT�ONS PIPE NO. 1- TAILWATER DATA:
1) SPECIFY TYPE'OF TAILWATER DATA INPUT: S- SINGLE TW-ELEV.
F TW/HW DATA FILE
s
2 ENTER TW-]ELEV t
54.3
ROUND/ARCH PIP� INPUT CODING INFORMATION:
PIPE TYPE CODI1vG:
1- CONC/,SMOOTH BORE (n=0.012) 5- CMP ARCH (NEW GEOMETRY)
2- CORRUGATED METAL (n=0.024) 6- CONC/SMOOTH ARCH (OLD)
3- HELICAL CMP (n-fac varies) 7- CONC/SMOOTH ARCH (NEW)
4 CMP A�2CH OLD GEOMETRY 8 ROUND user sets n f ac
ARCH PIPE CODIk�G EQUIVALENT ROUND SIZE MUST BE INPUTTED PER FOLLOWING TABLE:
EQUIV-DIAM. OLD-ARCH NEW-ARCH EQUIV-DIAM. OLD-ARCH NEW-ARCH
15" 18"X 11" 17"X 13" 42" 50"X 31" 49"X 33"
18" 22"X 13" 21"X 13" 48" 58"X 36" 57"X 38"
21" 25"X 16" 24"X 18" 54" 65"X 40" 64"X 43"
24" 29"X 18" 28"X 20" 60" 72"X 44" 71"X 47"
30" 36"X 22" 35"X 24" 66" 79"X 49" 77"X 52"
36" 43"X 27" 42"X 29" 72" 85"X 54" 83"X 57"
INLET TYPE CODING:
1- CMP/PROJ. 4- CP SOCKET/PROJ. 7- CMAP/PROJ. 10 OTHER (SEE
2- CMP/HDWALL 5- CP SQ.EDGE/HDWALL 8- CMAP/HDWALL FHWA REPORT
3- CMP/MITER 6- CP SOCKET/HDWALL 9- CMAp/MITER HDS N0.5)
ENTER PIPE 1: LENGTH(ft), DIA(in), PIPE-TYPE, OUTLET-IE, INLET-IE, INLET-TYPE
70,10,1,53.6,54.3,4
INFLOW CONDITIC)NS PIPE NO. 1- OVERFLOW DATA AND UPSTREAM VELOCITY DATA:
1) ENTER: OVE�FLOW-ELEV, OVERFLOW-TYPE (NO�E=O, BROAD-WEIR=1, SHARP-WEIR=2)
56.35,0
2) SPECIFY TYPE OF VELOCITY DATA INPUT: S- SINGLE VELOCITY UPSTREAM
V- VARY VELOCITY ACCORDING TO V=Q/A
3) ENTER: VELOCITY fps) UPSTREAM
.5
ENTER: QMIN, QMAX, QINCRE, PRINT-OPTION (STANDARD=1, CONDENSED=2, EXPANDED=3)
.35,.35,0,2
PIPE NO. 1: 70 LF 10"CP 1.00% OUTLET: 53.60 INLET: 54.30 INTYP: 4
Q( CFS HW F�C HW ELEV N-FAC DC DN TW DO DE HWO HWI
**************rr**************************************************************�
.35 .34 54.64 .012 .26 .22 .70 .70 .26 .34
SPECIFY: R- R]�VISE, N- NEWJOB, F- FILE, S- STOP�
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S P O K !-t N E e C O U N T Y
Of�C�ICG QI= THE COUNTY �NGIN�CR A DIVISION OF T} PU[3l�IC �NORKS DEPARTMENT
Ronalc� C. Hormann, 1'.�., County �nginccr� Dennis M. Scott, P.E., Director
Date: �Z_ Z2� �l Z
SUBJ'ECT:
Gentlemen: 5 ,�p �,r,r� r�e.e�c'S
1- l
A rev�iew of the road, drainage, or site plan for the above-referenced building permit has
been accomplished. Areas of concern to us are indicated in red on the attached prints.
Please make the corrections and �rte--s��b�ma�t�t�h�em�t�o�t+h�e�: ui �itt�Tg�Dd ar� e.�n�"t�in order that
the review process may proceed. y h�;e�n the l.: n�s ar� r�e�submiti ed,_ mark al.l chan���s on h�
�re-�v,is nrrint in col,or �nld in�clude th,e m__. -ut�.
If yot� have any questions about this review, please contact us at 456-3600. Thank you.
Very truly yours,
P
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Ronald C Hormann, P. E.
Spok"� e County Engineer
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Robert Turner, E.I.T.
Plans Review Engineer
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N. L�1'1 Jeffers��n Spc�kane, V�lA 99Z60-OltiO (509) 456-3600 FAX (509) Q56-4715
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a ���2
im�son Enc�iraeers, In�.
CIVIL ENGINEERS AND LAND SURVEYORS S�'�b'�}d`
N. 909 Argonne Road Spokane, WA 99212
(509) 926-1322 Fax: 926-1323
TO: Tu���2 ��c....L N�tM�NGs
�Po kPe�1 _F_ C�ivr�,lT�l Cr.I r iN
SUBJECT: �ay �n,��s-r CFCV�.cM "2os" pr� v.l SIDE TiMT��PavE�D��vE
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DATE: ���R� I I, 99Z
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Project A1ame Seventh Day Adventist Church, 16th Sullivan
Description Pipe System from Basin A1 to Pond A, via A2 and A3
Date 17-Nov-92
Entrance K fact 0.9
Pipe (from to) Pond-A3 A3-A2 A2-A1
(1) Q (cfs) 2.74 1.65 0.35
(2) Length (ft) 165 90 70
(3) Pipe size 1 1 0.83
(4) "n" value 0.01 0.01 0.01
(5) Outlet elev. 51.00 52.57 53.60
(6) Inlet elev. 52.55 53.47 54.25
(7) Barrel Area 0.79 0.79 0.54
(8) Barrel Vel 3.49 2.10� 0.65
(9) Barl. Vel. Hd. 0.19 0.07 0.01
(10)T.W. Elev. 51.85'� 53.72 54.53
(11)Frict. Loss 0.5717 0.1131 0.0107
(12)Ent. HGL elev. 53.55 54.47 55.08
(13)Ent. Head Loss 0.17 0.06 0.01
(14)Exit Head Loss 0.19 0.07 0.01
(15)Out Cont. elev 53.91 54.60 55.09
(16)In Cont. elev 53.60 54.27 54.25
(17)App. Vel. head 0.19 0.07 0.01
(18)Bend Hd. loss 0 0 0
(19)Junct. Hd. ls. 0 0 0
(20)H.W. elev. 53.72 54.53 55.08
21) Grate e 1 ev 5�8' S 6. 35
55.9 55.95
�.�$o r�,p 2. f S I,�r2 I� 2r1
ELEU ,�N Lo w E'ST sEC�t�t�r
4io B�s�N A� 0,35 cFs
�t d F�-o,,,,..� i I, �5 cF5
Z Q, BAS�r� A I• 3 o cF5
I 0,'70 2.�4 cFs
S 1, o0 o cF5
2 Q�o� SASiN A�= I,
5�,85
A:��Q Pao� 1TN��Y
Si�psan Engineers, Inc, Praject: Seventh Day Adventist
N 909 ,4rgonne Road 9'l6-l322 Jab No,: 12T50
Spo6ane, '�'A 99212 Disc,�Jo.: quattro (curb �ia/m3x)
File �rame, 12?50
TYPIC�L SECTIOl� DATA O6-Jan-93
Roadway half width ENTBR--> 20 42:4? PN
Road Naae ENTER--> Sixteenth A�r�.
Left or Right BNTER--> right
Curb Type TYPE B COUNTY
Station Intzrval ElJTER--> 30
NINIHUN HhXIHU!(
Curb EG. Curb EL. E��e Pave,
CEtrTER SLOPE EDCE DIST. X SLOPB EDCE DIS`f [�RON (-4,5X (-2X to Gutter
LINE CEhTER- PAVENENT C/L 9'0 C/L TO PAVEN8N1' EDG� P'JHT,from E/P FRON EJP SEG�CT- Design 1'ap Curb
STATION BLEVATION LINE EL6VATI0�� Ps/P BDCE PAVB SLOPB TO CUftB CURB HCT) CURB NGT) ED EL�V GRADE Grade
43.00 54.36 �4,59 16,4Q 1.40 0,00 3,60 �4,38 �9.93 54.93 -?.14
50,00 55,OU 1.00
100,00 5�,45 1,91 55,33 1?.00 -0.83 1.33 3.00 �5.�44 35.61 �5,50 -3,6L 1,00
150.00 55.96 1,02 55.89 12,00 -0.58 1,08 5,00 55.98 56,15 56,00 -4,23 1,00
200.00 56.53 1.14 56,33 12.20 -1,64 0.88 7,80 5�.43 56.�9 56,50 -3,41 1,00
250,00 5?.00 0.94 56.30 1Z.20 -1.69 0.94 ?,80 36.90 57,06 5?,00 -2,94 1.00
300.00 5?.58 1,16 57,38 12.20 -1.G4 1.16 ?,80 �9.48 51,64 5�.§0 -4,21 1.00
350,00 58.11 1.06 57,88 12,50 -1,84 1.00 ?.50 58.00 5$,15 58,00 -4.42 1.00
400,00 53.62 1,02 58.38 12.30 -1,95 1.04 7.?0 58,49 58,64 �8,50 -4.27 1,00
450.00 59,02 O.SO 58,80 12,50 -1.7G 0,84 �,50 58,92 59,09 58.99 -3.25 0.98
500.00 59.38 0,72 59,21 12,30 -1.33 0,82 ?,90 59,32 59.47 54.40 -3.15 0.8?
550.00 59,49 0,22 �9.29 1?,30 -1,63 0,16 ?.90 59,40 59.35 59.55 -2.02 0,30
600.00 59.04 -0.90 �3.98 12,�0 -0.48 -0,62 ?.30 59,10 59.25 59,18 -3.08 -0.14
65Q,00 58.13 -1.82 58,14 12,30 0.08 -1.68 ?,?0 58.?� 58,40 58.31 -3.49 -1,?4
?Q0,00 56,83 -2.60 56,69 12,10 -1.32 -2.94 ?,90 56.7? 56.93 �6.92 -2,11 -2.78
?50.00 55.17 -3,32 55,03 12,10 -1.16 -3.28 ?,90 55.13 55.29 55,29 -1.95 V-3,26
800,00 53,53 -3,28 53.39 12.20 �-1.15 -3,28 ?.30 5�.49 53.65 53,G5 -1.98 d`-�.28
850.00 52.13 -2.30 51,86 12.10 -2.'t3 -3.06 7,90 51.96 52,12 52,05 -3.05 -3.20
900,00 50,?2 -'1.62 50,59 11.10 -1.07 -2.54 ?,90 50.69 50.35 50,69 -9.45 -�,?2
950,00 49.36 -2,72 49.21 12,OU -1.25 -2.?6 5,00 49.30 49,4? 49.37 -3,46 -2.64
1000.00 d?.9? -2.78 47,85 12.00 -1.00 -2.?2 8.06 47.94 43.11 48.05 -2.E5 -2,64
I
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Simpson Engineers, Inc, Project: Seventli Dds Adventzst
N 909 Arganne Road 9'l6-I�22 Job h'o,: 12?50
Spokanz, WA 99'll� Disc,No,: quattro (curb �in/ma�)
File l�ame: 12?�0
9'YPICAL SECTION DATA 06-J:.n-93
Roadway half width EN`fBR--> 45 02:42 PK
Road 1lame ENTER--> sullivan road
Left ar Right ENTBft--> right
Curb Type TYPE B COUNTY
Station Interval EEJTEft--> 50
MINIMUH MAXIHUH
Curb EL. Curb EL, Edge Psve.
CEtITER SLOP� BDCE DISt, X SLOPE EDG6 DIST FROM (-4.�X (-2X to Gutter
LI��B CENTER- PAVBHENT C/L �'0 C/L TO PAUEME�J1' EDCE PVHT, f rom E/P FRON E/P t��LECT- De�ior: Tcp Cslrb
STATION ELEV�9'ION LII�E ELBVATION E/P EDCE PAVE SLOPB TO CURB CURB NCT) CURB H CPJ ED �LEV h GRAD� R Crade
4600.OU 20.�3 27,90 13,00 -2,54 0,00 32.00 2G,91 2?.6E ??.12 -�.3Z
�650,00 28,02 -0,42 29,70 11.50 -2,?8 -0.40� 33.�0 2&.65 27,43 26,6? -4.42 -0,90
4700.00 ?8.00 -U.Od 27.75 12,U0 -2.OS 0.10 33.00 2G,72 ?7,51 26.63 -4.6? 0.0?
4730.00 28.16 0,32 27,85 11.60 -2,67 0,20 33.40 26,80 �?,GO 2?,16 -3.3? U.46
430G.00 28.59 0,32 28,?0 11,50 -3.22 0,�0 3�.50 2?,15 ??.9� 27.63 -?,98 0,94
4250.00 29.09 1,04 28,66 11,60 -3.71 0.92 33,40 29,E1 28,41 20.11 -2.93 0,96
4900,OU 29,60 1.02 29,28 11.50 -2,?8 1.24 33,50 Z8,23 29.03 28.63 -3.2� 1,04
4950,00 30.20 1.20 30.01 11,06 -1.T3 1,46 34,00 28.93 29,75 29,50 -2.75 1.74
5000.00 31,31 '1,22 31,1? 10,60 -1.32 2.3'l 34.40 30,0? 30,90 30.?9 -2,3� 2,54
5050,00 33,0? 3,52 32.65 10,80 -3,89 2,95 34,20 31.56 32.38 32,38 -?,00 3.22
�1U0,00 35.16 4,18 34.97 11.00 -1.?3 4,64 34,00 33,�89 34.?1 34,04 -4.0� 3.32
5150.00 36,87 �,42 36.98 11,00 -0.82 3.62 39.00 3�,?0 35,52 35.10 -9.�1 3.3?
5200.00 38.14 1.46 �3,01 11.'l0 -U,80 ?.46 33,80 3li,94 39.?� 3�,36 -3.'l0 3.32
5250.00 39.59 2,94 39.37 11.20 -1,?9 2,?2 33.fl0 3E.30 39.11 3a.97 -2.43 3.2?
5300,00 40.54 2,54 50.59 11.U0 -2.45 �.40 34,00 39.49 40,31 40.?3 -2.08 2,52
5350,00 41,96 2.?4 41,82 10,?0 -1.31 Z,50 34.�0 40,�3 41,�5 41,4? -2.24 2,3fl
5400.00 42.97 Z.02 42,82 10.80 -1,39 �,00 34,'lU 41,?� 42,55 4?.21 -3.04 1,48
5450,00 43.79 1,64 43,68 10.80 -1.02 1,72 34,20 4?,59 43,41 42,58 -3,02 1.34
5500,00 44.32 1,06 44,10 11.50 -1,91 0.84 33.5U 43,05 43.85 43.53 -2.9? 1.�4
5549.18 4�.96 O.ZS 94,45 12.00 �-0,08 0,?1 33,00 43,42 44,21 44.16 -i,14
5600,00 44,44 -0.04 4�.d8 11,50 0.35 0,06 33.5U 4�.4� 44.23 9.32 �l.?6�!'0.�1
5050.00 44.?9 -0.30 44.31 11.50 0,17 -0,34 33,50 �3.26 14,06 d. 4 -2.U5 -0.56�� N o coN CE�N
5?00,00 4d,19 -U.20 44.10 11.24 -0.30 -0.42 33,SU 43.03 43.84 43.69 -2,4& -0,?0 K�� Y
5750,00 43,83 -0.?2 43.64 11.00 -1.73 -0.92 �4,00 42,56 43.38 43.34 -2,11 -0.70
5800.00 43.52 0.62 43.35 11.40 1.49 0.5$ 33.60 42.29 43.09 l2.99 2.32 0.70
5849,18 43.41 -0.22 43.48 11,50 0.61 0,26 33.50 �?.43 43.23 42.62 -3.$9 -0.95
5900,40 43.52 0.2'l �3.42 11,50 -4.87 -0.12 33.�0 42,3? 43,17 �2.�2 -4,0? -0.?0
�950.00 43.73 0,42 43,5� 11.50 -1.7� 0,22 33.50 42.48 43.28 42.84 -3.36 O.fi4
6000.00 44,08 0,90 43.86 11.30 -1,06 0.&6 33,2U 42.82 43,61 43,38 -2.73 1.08
6050,00 44.61 1,0& 44.42 10,70 -1.78 1,12 34,30 93,33 �d.15 43.92 -2.70 1.08
6100.00 45,32 1.42 45,05 10,50 -�,�9 1.2G 39.50 43.9� 44.73 94,4E -2,95 1,08
6150.00 �6,22 1,80 45,96 10.30 -2,52 1,82 3d,90 44,fl� 45,GE 4�,i� -3.69 1.32
6'100,00 51.15 1.86 96.91 11.U0 -2,1E 1,90 34,00 45,83 46.6� 46.Q0 -3,98 1,?6
625Q.00 48.11 1,92 4E.00 11,90 -0,96 2,18 3�.60 46.94 47,?4 �9.GU -4,31 �,00
6300,00 �9.28 ?.34 43.9? 11,30 -2.?4 1.94 33.�0 47.91 48.71 48.00 -4.11 2.00
6350.00 50,09 1.62 49,80 11,70 -2.48 1.66 33.30 48.95 49,55 45.00 -3,73 2,00
6400,00 �0.83 1.48 50,63 12,60 -1,59 1.6G 32,40 49,62 50,40 49.88 -3.6� 1,?6
6450,00 51.42 1.18 51,30 10.00 -1.20 1.34 35.00 30.18 51.02 50,5� -3,�� 1.24
6500.00 51.?5 O.S6 51,53 16.00 -1,3? 0,96 29.00 50,68 51,37 51.00 -3.�� 1.00
6530,00 52.35 1.20 52.03 1?.60 -1,82 1,00 27,40 51.2� 51.90 31.�0 -3,53 1,D0
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S P O K A N E j C O U N T Y
OF�IC� OF THE COUNTY ENGIN�EE2 A DNISION OF 7'HE PUBLIC WORKS DEPARTf��ENT
Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director
Date:
�3
��.�--�C,
SUBJECr: I-G
j
Gentlemen:
M
A review of the road, drainage, or site plan for the above-referenced building permit has
been accomplished. Areas of concern to us are indicated in red on the attached prints.
Please make the corrections and resubmit them to the Building Department in order that
the review process may proceed. When the plans are resubmitted, mark all chan�es on the
revised print in color and include the mark-up.
If ou h�ve an uestions about this review, lease contact us at 456-3600. Thank ou.
Y Y9 P Y
Very truly yours,
Ronald C Hormann, P. E.
S�okane County Engineer
Robert Turner, E.I.T.
Plans Review Engineer
FE� 0 �93
c��r �ro�����
N. 811 Jefferson Spokane, WA 99260-0180 (509) 456-3600 FAX (509? 456-477.5
INLET NUMBER n4 LENGTH 4:0 STATION 1936
TOTAL PEAK DISCHARGE 0.16 (cfs)
GUTTER SLOPE 0.0080 FTJFT PAVEMENT CROSS SLOPE 0.0278 FT/FT
SPREAD W W/T SW SW/SX Eo a S'W SE
3.09 0.0 0.00 0.0278 1.0 0.00 0.0 0.000 0.028
XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX
REQUIRED LENGTH (ft) 6.7 EFFICIENCY= 0.81
CFS INTERCEPTED= 0.13 CFS CARRYOVER= 0.03
INI�ET NUMBER n3 LENGTH 4:0 L STATION 1924
TOTAL PEAK DISCHARGE 0.40 (cfs)
GUTTER SLOPE 0.0080 FT/FT PAVEMENT CROSS SLOPE 0.0278 FT/FT
SPREAD W W/T SW SW/SX Eo a S'W SE
4.36 0.0 0.00 0.0278 1.0 0.00 0.0 0.000 0.028
XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX
REQUIRED LENGTH (ft) 9.8 EFFICIENCY= 0.61
CFS INTERCEPTED= 0.24 CFS CARRYOVER= 0.16
INLET NUMBER n2 LENGTH 4.�0�" y STATION 1912
TOTAL PEAK DISCHARGE 0.78 (cfs)
GUTTER SLOPE 0.0080 FT/FT PAVEMENT CROSS SLOPE 0.0278 FT/FT
SPREAD W W/T SW SW/SX Eo a S'W SE
5.60 0.0 0.00 0.0278 1.0 0.00 0.0 0.000 0.028
XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX
REQUIRED LENGTH (ft) 13.0 EFFICIENCY= 0.48
CFS INTERCEPTED= 0.38 CFS CARRYOVER= 0.40
PR��ECT b��-116
HEC12 ��rsion: �2.�a Run Date: a�-o�-1�93
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BOND ESTIMATE
PROJECT CHURCH (SULLIVAN, 16TH�IMBERLANE) �NAME rbt DATE 25-Feb-93
DRAINAGE ITEMS UNITS QUANITY PRICE COST
1) Drywell Type A EA 3 1250.00 3750.00
2) Drywell Type B EA 2 1573.00 3146.00
3) Grate Type 1 EA 325.00 0.00
4) Grate Type 2 EA 330.00 0.00
5} Grate Type 3 EA 5 320.00 1600.00
6) Backfil) For DW CY 170 14.90 2533.00
7) Concrete Inlet EA 675.00 0.00
8) C.M. Pipe 10" Dia. LF 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
11) C.M. Pipe 18" Dia. LF 28.00 0.00
12) Precast Manhole EA 1435.00 0.00
13) Solid lid EA 300.00 0.00
14) Ditch Excavation CY 141 10.00 1410.00
15) Sod SF 5669 0.70 3968.30
NON STANDARD DRAINAGE ITEMS
1) Wilbert Vault Curb Inlet EA 2 250.00 500.00
2) 0.00
3) 0.00
4) 0.00
5) 0.00
6) 0.00
DRAINAGE SUBTOTAL 16907.30
16) Monuments EA 3 160.00 480.00
17) Barricade LF 32.00 0.00
18) Street Signs EA 2 75.00 150.00
OTHER SUBTOTAL` 630.00
GRADING, SURFACING, CURB, AND SIDEWALK
19) Rough Grade CY 1600 10.00 16000.00
20) Top Course CY 779.3 10.60 8260.58
21) Base Course CY 10.60 0.00
22) Asphalt Concrete Tons 606.4 44.50 26984.80
23) Curb Type A LF 808 6.20 5009.60
24) Curb Type B LF 538.7 7.90 4255.73
25) Curb Type R LF 7.60 0.00
26) Sidewalk SQ YD 16.20 0.00
NON-STANDARD ROAD ITEMS
1) 0.00
2) 0.00
3) 0.00
4) 0.00
GRADING AND SURFACING 60510.71
GRAND TOTAL 78,048.01
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Portion of Assessors Parcel No. 45252
SPOKANE COUNTY ENGINEERING DEPARTMENT rm 4
�Spokane County, Washington
b�r G��
RIGHT OF WAY DEED
IN THE P�iATTER OF Sullivan Road and Sixteenth Avenue, RF No 412 and 24�6
i
KNOja ALL �1EN BY THESE PRESENTS, that UPPER COLUMBIA CORPORATION oF SEVENTH
DAY ADVENTIST a 6aASHINGTON CORPORATION,
ror and in consideration of Mutual 8enefits, grants and conveys to
Spokane County, the following described parcel of land, situated in
Spokane County, State of Washington, to-wit:
Beginning at a point 30.00 feet South of and 55.00 feet East of Northwest corner
of the Northwest Quarter of Section 25; thence South 89°23'17" East, parallel to
the North line of said Northwest Quarter a distance of 29.97 feet to the beginning
of a curve concave to the Southeast with a radius of 30.00 feet; thence Southwesterly
thYough a central angle of 89°57'05", an arc distance of 47.10 feet to a point 55.00
feet East of tlne �'est line of said Northwest Quarter, as measured at right angles;
thence Nort�� 00°39'38" East, paralleZ to said WESt line a distance of 29.97 feet to
the Point of Beginninq.
Located in Section 2s Township 25 North, Range 44 East, W.M.
To HAVE AND TO HOLD the same, unto the said Spokane County for the
purposes of a public road forever.
IN WITNESS ���THEREOF, said corporation has caused this instrument to be
executed by its p�oper officer and its corporate seal to be hereunto
affixed this day o�,����� �c.,,ti.. 19 93
s,� U
i
'%��O�i
G'' BY �,�C� ��TLt�L.
p,: `:2
UPPER COLUA�iBIA CORPORATION �L �O Z
SEVENTH DAY ADVENTIST, A President
z"'• 198i /J
WASHIUGTODi CORPORATION o���. ''O By C�(/����t�- �-f C• G'��
Secretary
STP OF WASHINGTON ���ii���A NN
COUNTY OF SPOKANE ss
On this day of 19 93 before me, the
undersigned, a Notary Public in and for the State of Washington, duly
commissioned and sworn personally appeared ���r-e ����-y
0. r (,L-� r r4 s� a rS o Yl
to me known to be t he Presi den t an d S e� r��� r c� t o m e
known to be the Secretary, respectively, of THE UPP�R COLUMBIA
CORPORATION OF SEVENTH DAY ADVENTIST
the Corporation that executed the foregoing instrument, and acknowledged
the said instrument to be the free and voluntary act and deed of said
Corporation, for the uses and purposes therein mentioned, and on oath
stated that they are authorized to execute the said instrument.
IN �•lITNESS WHEREOF, I have hereunto set my hand and affixed my official
sea first above written.
OF�ICIAL SEAL s
gETTY L KREBS
NOTARY PUBIfC-WASHlNG74N Notary Pub c In and for the State
COUNTY OF p� 991
My Comm. Exp WASHINGTON res iding at �Z�t;,t-t.�%t.�
rof�vvy`formslrwde
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9��)5�1�30658 YOI. F�GE
Portion of Assessors Parcel No. 45252.9057
SPOKANE COUNTY ENGINEERING DEPARTMENT
Spokane County, Washington
RIGH'T OF WAY DEED
IN THE MATTER:.OF_.SULLI•VAN ROAD, RF No. 2496, KNOW ALL MEN BY THFSE
PRESENTS, that-SEVENT'� DA�.Y ADVENTIST CHURCH, UPPER COLUMBIA CORPORATION
of the Seventh Day Adventist, a Washington Corporation, for and in consideration of Mutual Benefits,
grants and conveys to' Spokane .County, the following described parcel of land, situated in Spokane
County, State of Washington, to-wit:
BEGIN at the Northwest corner of Lot 3, Block 3, "RIDGEMONT ESTATES NO. 4-
5TH ADDITION”, as recorded in Book 20 of Plats, Page 62; thence North 67°52'O1"
West, along the North line of said STH Addition, a distance of 63.82 feet to the
Northeast corner of Lot 15, Block 1 of said STH Addition and the True Point of
Beginning; thence South 89°20'22" East, a distance of 25.88 feet to a point on a non-
tangent curve concave to the Northeast with a radius of 475.00 feet and a radial bearing
of South 75°15'37" West; thence Northwesterly, through a central angle of 15
an a.rc distance of 127.27 feet to the end of curve; thence North 00°36'43" East, a
distance of 700.00 feet to the South Right of Way (R/V� line of 16th Avenue, said line
being 30.0 feet South of the North line of said Northwest Quarter (NW 1/4); thence
North 89°23' 17" West, along said Right of Way line, 45.00 feet to the beginning of a
curve concave to the Southwest with a radius of 20.00 feet; thence Southeasterly, through
a central angle of 90°00'00", and arc distance of 31.42 feet to the end of curve; thence
South 00°36'43" West, a distance of 680.00 feet to the beginning of a curve concave to
the Northeast with a radius of 500.00 feet; thence Southeasterly, through a central angle
of 14°33'S0", an arc distance of 127.10 feet �to the True Point of Beginning.
Located in Section 25, Township 25 North, Range 44 East, W.M.
TO HAVE AND TO HOLD the same, unto the said Spokane County for the purposes of a public road
forever.
i 'd` 'tt �t. E• k�tu s� T ax Cx�mpS
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'��TEROFFIC�
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IN WITNESS WHEREOF, said corporation has caused this�instrument to be executed by its proper
officers and �ts corporate seal to be hereunto affixed this /o day of �'1 1993.
U
UPPER COLUMBIA CORPOR.ATION
OF SEVENTH DAY ADVENTIST, A $y; �/�L£��
ti�7ASHINGTON C��b��
PRFSIDENT
w` e ���P Rq�4��
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0
�.i: �•�iL
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ss, B a.-�--, �u D --�-�,�.Q-�--J
d��..
a SECRETARY
d �'���,,�wA SN
����o�e��
STATE OF WASHINGTON
COUNTY OF SPOKANE ss
On this o� day of 1993, before me, the undersigned, a No Public in
�'Y
and for the State of Washington, duly commissioned and sworn personally appeared
��e pa� z� r to me known to be the President and
t,c>a r� p u, S s� E� to me known to be the Secretary, respectively,
o f S E V E N T H D A Y ADVENTIST CHURCH, UPPER COLUMBIA CORPORATION of the
SEVENTH DAY ADVENTIST, a Washington Corporation, the Corporation that executed the foregoing
instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said
Corporation, for the uses and purposes therein mentioned, and on oath stated that they are authorized
to execute the said instrument.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year
first above written.
OFFICIAL SE l �x���
BETTY L KREBS
NOTARY PU6L1C WASHINGTOfV Notary Publ�a�n and for the State of
My Washington, residing at S�e�an��
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S�repared By: oa.� o t/
;oq By: (Land Dev) i J3
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c���Axu€
SPOKANE COUNTY ENGINEERING DEPARTMENT ..�jl���
Spokane County, Washi.ngton S�'t��"��` WASN
DRAINAGE EASEMENT INTCROFFI���
The Grantor($) UPPER COLUMBIA CORPORATION OF SEVENTH DAY ADVENTIST, A
1
WASHINGTON CORPORATION, YO�. ay
of the County of Spokane, State of Waehington, for and in consideration of Mutual
eenefite, the receipt of whfch is hereby acknowledged, grante to The Public of the
County of Spokane, State of Waehington, a Drainage Eaeement over, under, and across
the following described real property situated in the County of Spokane, State of
Washington:
That portion of the Northwest Quater of Section 25, Township 25 North, Range
44 East, W. M., Spokane County, Washington, described as fol].ows:
Commencing at the vorthwest corner of said Northwest Quarter; thence South
89°23'17" East along the North line of said Northwest Quarter a distance of
97.97 f�et; thence South 00°36'43" West a distance of 40.00 feet to the True
Point of Beginning; thence South 00°39'38" a distance of 37.00 feet;
thence North 89°23'17" 6�1est a distance of 43.00 feet to the East right of Way
line of Sullivan Road;�thence North 00°39'38" East along said Right of Way a
distance of 17.02 feet to the beginning of a curve concave to the Southeast
with a radius of 20.00 feet; thence Northeasterly, through a central angle of
89°57'05", an arc distance of 31.40 feet to the end of curve; thence South
89°23'17" East 23.02 feet to the True Point of Beginning.
aL ��cci l�ix [�:ur���
�ate
Cn� i Cour Tr��+s.
Drainage Easements, as described hereinabove are for the purpose of installing,
operating and maintaining drainage facilitiea to dispose of runoff, are hereby
granted to the public. The County of Spokane is hereby granted the right of
ingrees and egreBS to all Drainage EaBements adjacent to the public right of way.
The. property owner shall maintain the drainage area wfth a permanent live cover of
lawn turf, with optional ehrubbery and/or treea, which do not,_obstruct the flow and
percolation of storm drainage water in the drainage�..area as� indicated by the
approved plans.
The Grantor will construct the drainage facilities in conformance with� the �approved
plans on file in the County Engineers Office.
The individual lot owners or their successora in interest shall maintain the
drainage facilities in conformance with the approved plane on file in the Engineers
Of f ice
The property owner or his representative ehall inform each aucceeding purchaser of
all Drainage Eaeemente on the property and his responaibility for maintaining
drainage faci.lities within eaid Drainage Easements.
D
0...__---
c
�fOl. i��.��F��G�I���
The Drainage Easement described hereinabove ie to and shall run with the land. No
modification of the boundaries of eaid Drainage Easement can be made without the
prior approval of Spokane County.
i 'T.�a_ t.
whenever the individual�lot ownere or their euccesaors in interest fail to maintain
the drainage facilities in conformance with the approved Drainage Plan, a notice
will be given to the•individual;lot ownere or their•succeeaore in interest by the
Coun�y. If not corrected after ten (10) days, the County has �he right to correct
the maintenance failu�re, or have it corrected at the expense of the individual lot
ownere or their.euccessora in interest.
Spokane County does not accept the reeponsibility of maintaining the drainage
courae on private lote within;.Drainage Eaaemente��`or' floodplain areae, nor the
responeibility for any drainage.whatsoever,�including��'but not limited to inverse
condemnation to any �propertiea.,due�to defieient��conatruction maintenance of
draina e courees in Draina e Easemente on
9 g private property:•
Thie Drainage Eaeement will terminate at such time the described areas are plated.
IN «ITNESS t�HEREO�', said corpora�ion has caused this i»strument to be
executed by� its�roper officer and its corporate seal.to be hereunto
a�f ixed this /G day of 19 �3
ss�
f
V;' '•��02� e
A �y
UPPER COLUMBIA CORPORATIOIV 1 a
SEVENTH DAY ADVENTIST, A o�. president
WASHII�GTON CORPOR.ATION •m��..; +�u1
BY `v� p �C2�..��.�i�
��,,e a Secretary
STATE OF WASHINGTON• ���i �t�ASN
C 0 UN T Y O F S P OKANE S S '��/�11P4i111���
oi1 this /L� da of 1g�3
Y before me, the
undersigned, a Notary Public in, a`hd for �he State oP Washington, duly
commissioned and sworn personally appeared.� ��'z�e �a�Q��
C� i�► a� i,cv Q e� rt::�� rSo�r��
to me known to be the Pres�f `dent; and to me
}:no�rJn to be the Secr.etary;�:�respectively, of UPPER COLUMBIA
CORPOP.ATSON OF SEVENT13,'DAY 'ADVE�3TIST,
the Corporation �hat executed the foregoing instrument,�.and acknowledged
the said instrument to be �the.; free and voluntary .act ,and deed of said
Corporation, for the uses� �and�:�purposes �therein mentioned, and on oath
stated that they are authori2ed �o execute the said instrument.
zN ��tITNESS WHEREOF, .S have �hereunto se�� my� hand� and affixed my official
sea rst above writ�en.�
OFFICIAL SE
BETTY L KREBS
NOTARY PUBLIC WASHINGTON
r
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My Comm. Exp. Jan. 07,1997 WASHINGTON. Y'eS j,dj,n g�
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SPOKANE COUNTY ENGINEERING DEPARTMENT
Spokane County, Washington
9���j�,8U65 DRAINAGE EASEMENT
YOI. ���f�IGE
The Grantor(s) UPPER COLUMBIA CORPORATION OF SEVENTH DAY ADVENTIST, A
WASHTNGTON CORPORATION,
of the County of Spokane, State of Washington, for and in consideration of Mutual
eenefite, the receipt of which ie hereby acknowledged, grants to The Public of the
County of Spokane, State of Waehington, a Drainage Eaeement over, under, and acroes
the following described real property situated in the County of Spokane, State of
Washington:
EASEMDb1T "A"
That portion of the Northwest Quarter of Section 25, Township 25 North, Range 44 East,
W. M., Spokane County Washington, described as follows:
Comr.iencing at the Northwest corner of said Northwest Quarter; thence South 89
East, along the North line of said Northwest Quarter a distance of 870.00 feet; thence
South 00°36'43" 4lest a distance of 300.00 feet; thence North 89°23'17" West a distance
of 25.00 feet to the True Point of Beginning; thence continuing North 89°23'17" West
a distance of 37.00 feet; thence North 00°36'43" East a distance of 40.00 feet; thence
South 89°23'17" East a distance of 37.00 feet; thence South 00°36'43" West a distance
of 40.00 feet to the TRue Point of Beginning.
EASEMENT "B"
That portion of the Northwest Quarter of Section 25, Township 25 North, Range 44 East,
W. M., Spokane County, Washington, described as follows:
Commencing at the Northwest corner of said Northwest Quarter; thence South 89°23'17
East along the North line of said Northwest Quarter a distance of 870.00 feet; thence
South 00°36'43" West a distance of 600.00 feet; thence North 89°23'17" West a distance
of 25.00 feet; to the True Point of Beginning; thence continuing North 89°23'17" West
a distance of 27.00 feet; thence North 00°36'43" East a distance of 30.00 £eet; thence
South 89°23'17" East a distance of 27.00 feet; thence South 00°36'43" West a distance
of 30.00 feet to the True Point of Beginning. tx 'ze 7�x fxcx�,
Osts j
�F�c.,* U�� t,
Drainage Easements, ae described hereinabove are for the purpose of installing,
operating and maintaining drainage facilities to dispose of runoff, are hereby
granted to the public. The County of Spokane is hereby granted the right of
ingresa and egrea$ to all Drainage Easemente adj��cent to the public right of way.
The property owner shall maintain the drainage area with a permanent live cover of
lawn turf, with optional shrubbery and/or trees, which do not obstruct the flow and
percolation of storm drainage water in the drainage area as by the
approved plans i;
y
The Grantor will conetruc� the drainage facilities in conformance iaith the approved
plans on file in the County Engineers Office.
The individual lot owners or thefr euccessors in fnterest ehall maintain the
drainage facilities in conformance with the approved plans on file in the Engineere
of f ice
The property owner or his representative shall inform each succeeding purchaser of
all Drainage Easements on the property and his responaibility �or maintaining
drainage facilities within eaid Drainage Easements.
a a.
����GE����
YOt.
The Drainage Easement described hereinabove is to�and shall run with the land. No
modification of the boundariea of eaid Drainage Eaeement can be made without the
prior approval of Spokane County.
;r 'i.
whenever the individual�"lot ownera or their successors in interest fail to maintain
the drainage facilitfes in conformance with the approved Drainage Plan, �a �notice
will be given to .the�individual,lot ownera or their•succeseore in interest by the
County. Zf not corrected after ten (10) days, the County hae the right to correct
the maintenance failure, or h�ave it corrected at the expense of the individual lot
ownere or their aucceaeore in interest.
spokane County doee not accept the responBibility of maintaining the drainage
courae on private lote within::Drainage Easements�'`or floodplain areas, nor the
reeponsibility for any drainage not limited to inver9e
condemnation to any propertiea�.due�to deficient�conetruction�'and/or maintenance of
drainage courses in Dra•inage.Eaeemen�e on private property:
Thie Drainage Easement will terminate at such time the described areas are plated.
IN jaITNESS ��THEREOF, said corporation has caused this instrument to be
e>;ecuted by. its p�roper officers and its corporate seal to be hereunto
af f ixed this /0 day of e�����° 19 93
�p., 0,4
�e�`,.
p2
v�� g
UPPER COLUMBIA CORPORATION x'� s
President
SEV EN TH D A Y A D V E N T I S T, A oct:
WASHINGTON CORPORATION o o'�'. ��.�/'Z-��✓�
o- :p BY li(/Gl-�/I.n.�
Secretary
D
STATE OF 6�TASHINGTON
COUNTY OF SPOKANE ss ����N
s 1 da of 19 93 before me the
On thl
undersigned, a Notary Public in, anc� for the State of Washington, duly
comr�iss ioned and sworn personally �appeared �-e i• e
L� ��t 1�p r i 1 ��-e c2 S' p
to me kno��rn to be the Presi�dent and r�'��'y to me
known to be the Secretary,`:�respectively, o� UPPER COLUMBIA
CORPORATION OF SEVEI�iTH'� ,DAY"'AI)VEN'rI�T,
the Corporation that executed the foregoing .instrumen�,� .and acknowledged
the said instrument �to be �the.; free and volu .act .and deed of said
corporation, for the uses .and "therein. men�foned, and on oath
stated that they are authorized to execute the instrument.
�t�� j� llTi �lESS 4� 7HEREOF, .I have��hereunto se�� my hand� and affixed my official
s ea 1, the day and year f irst above writ�en
I OFFICIAL SEA�'�'�'`"'�`
6ETTY l. KRE6S Notary Pu��lic In and for the �tat'e of
NOTARY PUBLIC WASNINGTON
�ouNTYOFSPOKqAIE Wastiington z'eS�d�rig at
My Comm. Exp. Jan. 07, 1997
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��9�
SPOKANE COUNTY ENGINEERING DEPARTMEN'IS� ��f-•�
Spokane County, Washington
�ii
DRAINAGE EASEMENT
a� Qu �r
The Grantor(g) SULLIVAN SOUTH ENTERPRISES, a Washington Genera Partnership,
of the County of Spokane, State of Washington, for and in consideration of Mutual
Benefits, the receipt of which is hereby acknowledged, grante to The Public of the
County of Spokane, State of Washington, a Drainage Easement over, under, and across
the following described real property situated in the County of Spokane, State of
washington:
EASEi�7ENT "A"
That portion of the Nor,thwest Quarter of Section 25, Township 25 North, Range 44
East, �•I. t�I. in Spokane County Washington, described as fol�.ows
Beginning at the tlorthwe�t co, nex o£ Lot 3, Block 3 of_RIDGFP•IOI•]T ESTATES i10. 4, STH
ADDIT�4N as perpl��t th�xeof recorded in Volur�e 20 0� Pl���a, P�ge 62; thence North
71°1.5'�?" ra�,t along the North line of said Lot 3, a distance of 23.00 feet; thence
I�Torth l�°42'l1" West a distance of 48.00 f�et; thence South 71°15'24" 6�lest a dis-
tance of 23.00 feet to a point on a non-tangent curvP concav� to the Tlortheast with
a radius ol 450.00 feet and a radial bearing of South 77°22'15" West; thence South-
easterly, through a central angle of 06°06'S1", an arc distance of 48.02 feet to the
Point of Beginning.
EASEMENT "B"
That portion of the Northwest Quarter of Section 25, Township 25 North, Range 44
East, W. M. in Spokane County, 47ashington, described as follows:
Beginnir�g at the Northwest corner of said Northwest Quarter; thence South 89°23'17"
East, along th� i�lorth line of said Northwest Quarter a distance of 870.00 feet;
thence South 00°36'43" West a distance of 340.00 feet; thence South 89°23'17" East
a distance of 45.00 feet; thence North 00°36'43" East a distance of 25.On r��et;to
the True Point of Beginning; thence South 89°23'17" East a distance 0:' 5:0� `ret;
thence North 00°36'43" East a distance of 35.00 feet; thence North 89°23�1"/" We�t
a distance of 25.00 feet; thence South 00°36'43" West a distance of 15.00 feet to
tho beginning of a curve concave to the Northeast with a radius of 20.00 feets
thence Southeasterly, through a central angle of 90 an arc d?stance of
31.42 feet to the TRue Point of Beginning.
Drainage Easements, as described hereinabove are for the.purpose,,o�'�
operating and maintaining drainage facilities to dispose of�-: r-unoff;';'�; hereby
granted to the public. The County of Spokane is hereby�granted'.�he�;right of
ingress and egress to all Drainage Easements adj��cent to the� public 'right .of way.
The. property owner shall maintain the drainage area with a permari�nt'°l�ive �over of
lawn turf, with optional shrubbery and/or trees, which do not obstruct'the�,, flow and
percolation of storm drainage water in the drainage area: as�indicated by the
approved plans. :�E9'
The Grantor will construct the drainage facilities in conformance with the approved
plans on file in the County Engineers Office.
The individual lot owners or their successors fn interest shall maintain the
drainage facilities in conformance with the approved plans on file in the Engineers
Of f ice
The property owner or his representative 9ha11 inform each succeeding purchaser of
all Drainage Easements on the property and his respon8ibility for maintaining
drainage facilities within said Drainage Easements.
n O
V
ti'Ol. P�GE
The Drainage Eaaement described hereinabove is to and shall run with the land. No
modification of the boundaries of eaid Drainage Easement can be made without the
prior approval of Spokane County.
Whenever the individual lot ownere or their successors in interest fail to maintain
the drainage facilities 3.n conformance with the approved Drainage Plan, a notice
will be given to the individual lot ownerg or their euccessors in interest by the
County. If not corrected after ten (10) days, the County hae the right to correct
the maintenance failure or have it corrected at the expense of the individual lot
owners or their succeseors in interest.
Spokane County does not accept the responsibility of maintaining the drainage
courea on private lote within Drainage Eaaementa or floodplain areas, nor the
reaponsibility for any drainage whatsoever, including but not limited to inverse
condemnation to any propertiea�due to deficient construction andfor maintenance of
drainage courses in Drainage Easements on private property.
Thi� Drainage Easement will terminate at such time the described areas are plated.
IN WZTNESS WHEREOF, I have hereunto set mY hand(s) and seal(s) this day
o f 19 9 3
By:
SULLIVAN S'OUTH ENTERPRISES, A Kenneth J. Tup r
4�.ASHINGTON GEI�?ERAL PARTNERSHIP
STATE OF WASHINGTON
COUNTY OF SPOKANE ss
On this day pereonally appeared before me Kenneth J. Tupper, a general partner,
of SULLIVAN SOUTH ENTERPRISES,
personally known to me to be the individual(st) who executed the foregoing
inetrument and acknowledged the said instrument to be the free and voluntary act
and deed of eaid individual(e), for the uees and purposes therein mentioned.
Given under my hand and seal this /!5 day of 19g�
c�i 1.�,�—
���1 1 1���� Notary Public U
i� F,�y Tn and for the State of washington,
����'?'�b F.���,c�`��� residing at Spokane.
4. F
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VOI. i ����PdGE.���J
Portion of Assessors Parcel No. 45252.9062
SPOKANE COUNTY ENGINEERING DEPARTMENT
Spokane County, Washington
RIGH'T OF WAY DEED
IN THE MATTER OF SULLIVAN ROAD, RF No 2496 KNOW ALL MEN BY THESE
PRESENTS, that SULLIVAN SOUTH ENTERPRISES, a Washington General Partnership, for and in
consideration �of Mutual Benefits, grants and conveys to Spokane County, the following described parcel
of land,�- situated in �Spokane County, State of Washington, to-wit:
r o
��BEGIN�.at the Northwest corner of I.ot 3, Block 3, "RIDGEMONT ESTATES NO. 4-
�'•.'~:=STH�AD.DIT'ION", as recorded in Book 20 of Plats, Page 62; thence North 67°52'O1"
'=��,-�.W�est, •,along North line of said STH Addition, a distance of 63. 82 feet to the
Northeast�corner of Lot 15, Block 1 of said STH Addition; thence South 89°20'22" East,
a distance of 25.88 feet to a point on a non-tangent curve concave to the Northeast with
a radius of 475.00 feet and a radial bearing of South 75°15'37" West; thence
Northwesterly, through a central angle of 15°21'06", an arc distance of 127.27 feet to
the end of curve; thence North 00°36'43" East, a distance of 700.00 feet to the South
Right of Way (R/V� line of 16th Avenue, said line being 30.0 feet South of the North
line of said Northwest Quarter (NW 1/4); thence South 89°23' 17" East, along said Right
of Way (R/V� line, 45.00 feet to the beginning of a curve concave to the Southeast with
a radius of 20.00 feet; thence Southwesterly, through a central angle of 90°00'00", and
arc distance of 31.42 feet to the end of curve; thence South 00°36'43" West, a distance
of 245.00 feet to the beginning of a curve concave to the Northeast with a radius of
20.00 feet; thence Southeasterly, through a central angle of 90°00'00", an arc distance
of 31.42 feet; thence South 00°36'43" West, along a non-tangent line, 50.00 feet to the
beginning of a non-tangent curve concave to Southeast with a radius of 20.00 feet and
a radial bearing of North 00°36'43" East; thence Southwesterly, through a central angle
of 90°00'00", an arc distance of 31.42 feet to the end of curve; thence South 00°36'43"
West, a distance of 345.00 feet to the beginning of a curve concave to the Northeast with
a radius of 450.00 feet; thence Southeasterly, through a central angle of 19°21' 19", an
arc distance of 152.02 feet to the True Point of Beginning.
Located in Section 25, Township 25 North, Range 44 East, W.M.
TO HAVE AND TO HOLD the'sa�'me; unto the� said Spokane County for the purposes of a public toad
forever. ;t
�t�r 1 si �xtitb Tt�x �:�rn
Omfe i�
R K: A���lil��
��4�1`��� Spo Cour Tre�s,
Sfj�i�� �;t��J�11`Y WA��,
P �fiY
rINTER�FFICE
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IN WITNESS WHEREOF, the undersigned has caused this instrument to be executed on this
day of 1993
SULLIVAN SOt1� Ti ENTERPRISES, A BY�'
WASHINGTON GENERAL PARTNERSHIP Kenneth J. Tupper Pa tner
STATE OF WASHINGTON
COUNTY OF SPOKANE ss
I certify that I know or have satisfactory evidence that Kenneth �T Tupper_
is the person who appeared before me, and said person acknowledged that (he/�) signed this
instrument, on oath stated that (he/� was authorized to execute the instrument and acknowledged it
asthe General Partner Of SULT�IVAN SOUTH ENTERPRISES
to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument.
Dated: �Q 9'�
J ��L�-
N6 P li
tary ub c In an for t�e State�o�
Washington, residing at Spokane.
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ESTiqT�S
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RIDGEMONT
ESTATES N0.4 p�EN10NT C��'
R1 4
3rd ADD ES A TES N
2nd A��
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ESTAT�S RIQ.4• 1
Ist AODITION r
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DRAINAGE EASEMENTS
FRONf
S�VENTH DAY ADVENTIST CHURCH
EASEM ENT "A"
That porti�n of thc NW 1/4 of S 25, T. 25 N., R. 44 E.W.111. in SXwl:�n� Cc�unty, Washinbton
d�scribCd f�llows: O
BCgin at NW corner of saicl NW 1/4; thcaca S 89°23' 17"E tilUAb LI1C NUCI�l IlAC Of said NW 1/4� 870.00
fert; thencC S 00°36'43"W 300.00 f�t; thcuce N 89°23' t?"W 25.00 fr,�t to thc True Poinc of Bc�innu�g;
thcncC continuinb N 89°23' 1'l"W 37.00 f�t; thcnc;C N 00°36'43"E 40.00 frxt; thcncCS $9°23' 17"E
37.00 frxt; thCnr� S 00°36'43"W 40.00 frxt w thc TruC Y.O.B.
EASEMENT "B"
Thdt portioa of thc NW 1/4 of S�.tion 2S, T. 25 N., R. 44 E.W.b1. in Spol�n� County, Washin�ton
clrscribeci �.s fallows:
Be�in at NW corner of said NW 1/4; thcncc S 89°23;17"E, alunb thC North linc of saiJ NW 1/4, 870.00
fc�t; thcnce S 00°36'43"W 600.00 frxt; thCnrx N 89°23' 17"W 25.00 fe�t to thC TruC Yoint af BCginnin�;
thencC continuing N 89°23' 17"W 27.00 frxt I}ICDCC N 00°36'�3'E 30 .00 tC�I� I�ICUCC S 89°23' 17"E
27.00 f�t; thrncC S 00°36'43"W 30.00 fcxt tc� t6C True P.O.B.
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i•r�t��so�ri �'�rtyine�rs, Lli�c���� �s�°�t�
CIV�� Er�CiNLEkS oa t�+r�tU �ukvEYGfi:.
Pl.5U9 i.RCUt.�1� RO:�O
SPG�arlE. wa 9y2i? Pn �2ci=�Ja?�:
DRAINAGE EASEMEIYTS
FROM
SU LI.IVAN SOUTH ENTERPRISES
EASEMENT "A"
That �rti�n of the NW 1/4 of Section 25, T. 25 N., R. 44 E.W.M. in Spokane County, Washington
clascribed as follows:
Begin at the NW comer of L.ot 3, Block 3' "RIDGEMONT ESTATES NO. 4- STH ADD1TlON", as
rec:ordeci in Book 20 of Plats, page 62; thenec N 71 15'24"E, along the North line of said Lut 3, 23.00
feet; thence N 15 41 l 1" W 48.00 feet; thc;nce S 7'l 15' 24" W 23 .00 feet to a�oint on d non-tangent
curve concave to the Northzast witt� a radius of 450.00 feet ancl a rddial t�earing of S 77°22' 15"W; th�nce
Southeasterly, through a central angle of 6°Ob'S1", an arc distance of 48.02 feet tc> the P.O.B.
EASEMENT "B"
'That �rtion of tlie NW 1/4 c�f Section 25, T. 25 N., R. 44 E.W.M. in Sp�kane Cnunry, Wa�hington
dcscribeci a� folluws:
Begin at NW corner of said NW 1/4; thenc:c S 89°23' 17"E, along the North line of said NW 1/4, 870.00
feet; thence S 00°36'43°yV 340.(?0 feer, thence S 89°23' 17"E 45.00 feet; thence N 00°36'a3"E 25.00
feet to the True Point of Beoinaing; thcnce S 89°23' 17"E 5.00 f�et; thence N QO°36'43"E 35.00 feer,
thCnce N 89°23' 17"W 25.Q0 feet; thence S 00°36'43"W 15.00 feet to the t�e�inning oti R CUNC CUACttVC
to the Nurtheast with a raclius of 20.�0 feet; thence Southrasterly, thr�ugh a central angle of 90°00'00",
an arc distance nf 31.42 f�et to the True P.O. B.
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Civl�. ENGIr!EEFt�=&-1,�iNU, SUitvEYCfRS
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lt1GHT 4F WAY D,�SCR1PTi0N
FROM
SEVE�TH UA� �.AYGNTIST criuRCx
"'Th�t porticw of tt� NW 114 of Sr,ctioa 25, 'C. 2.5 N.� R. 44 �.W.M. in SPol�ac Couury, W:�hi.nbwn
�tcsccibccl a,, f�llows:
Rc,�in st 8 point 30.00 f�:ct Suuth aacl SS.00 frxt Fu�� uf cbc I�IW comcr uf �i�J NW 1/�; chcncc
cb�c Nonb linC of s:�id NW 1/� 29.97 1 GC� W �Y1C bCbll1t31Ab O� A CUtVC CAAC,JVC
4
W�c Soutl�t�wiih�a ur 30.0(J fr,cr thencc S�u�hw�st�cly� tluoubb;� ccr�u �nblc of 89°S?'0�'.
�w urc cliswucc of a7. 0 frct at d puiuc 55.00 fcct F.:u� of �hc W�st liuc of saic! N W 1/� a� nica�urc:! ;�c
ribbt �n�l�:�; chCac�: N QO°39'38'�� p�r w�aid Wc�t linc, 29.9� f�ct w chc P.0.13.
23 24 6 t�} A v e n u e
2 G 2 5 ar► 58a'23'1%"� J
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U 55.00. �i t� 89'S7'05"
R 30.00'
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N.909 :.kCf�u�I: RO:.O
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DR.AINAGE EASEM.ENT
FROM
SEVENTH DAY ADVENTIST CHURGH
That port�on of the NW 1/4 of Section 25, T. 25 N., R. 4�i E. W.M. in Spokane County Washington,
des�ribed as follows:
Bcgin at the NW corner oF said NW 1/4; thence S 89°23' l7"E, along the Norih line of said NW 1/=�, 97.97
feet; thence S UU°3G'43"W 40.00 feet to the True Point of Begiiuung; thence S 00°3y'38"W 37.U0 fee�;
tlience N 89°23'17"W �3.OU feet to the East Right of Way (R/W) lin� of Sullivan Road; thence
N 00°39'38"E, along said R/W, 17.U2 feet to the Beginning of a curve concave to the Southeast ���ith a
radius of 20.00 feet thenee Northeasterly, through a central angle of 8y°57'US", an arc distance of 31.�U
feet to the end of curve; thence S 89°23' 17"E 23.02 feet to the True P.O.B.
I
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Civ�l. ErtGiNE S& L r�� SUR��E'fOR�
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R1GHT OF WAY DESCRlPT[ON
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SULLIVAN SOUTIi ENTfrKPFtISES W VI ra� n t i•.�
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That portic� of thC NW 1/4 uf Sc;ction 25, T. 25 N., R. 44 E.W.M. in SpukanC Counry, iabwa
cl��:ribcci as fullows:
IIegin at the NW corner of Lat 3, Block 3"RIDGEM�NT ESTATES NO. 4- STH A.DD1T10N", as
recorded in Book 20 of Plats, pa�e 62; tlicnc:C N 67°52'O1"W, along thc North linc of said Sth Add.iaon,
63.82 feet to thc NE carnCr of Lot 1S, Blucl 1 of said Stt� Aeiciition; thCncC S 89°20'22'E 25.88 f�t to a
pui.at on s� non-tan��at curva concave co th� I�larth�st with a raclius of 475.00 fa�t and a racl.ial bearing ut
S 75°IS'37"W; thrncC Nurthwr.stCrly, thruudh a cCntrxl ang1C of 1S°21'06', an arc di�txacC of 127.27
fCc:I i0 It1C �A(� Uf CUrV� thCnce N 00°36'43"E 700.00 fr.�t to_thC South R;�ht of Way (R1W) i;aC or i6ch
Avenu�, said lin� b�ing 30.0 fe�t Souch of th� Nurth Iina of said NW 114; th�ncC S 89°23'17'E, alc��
said R/W linC� 45.00 fc�t tc� ihC bCbuin.inb af a curvC cc�ncav� tu tliC Suuthr.a�t with a raxl.iva of 20.00 fczt;
thr,ncc SouthwestErly. ihrough a crntrt�l angle of 9fl°00'00", and arc clibtancC of 31 f�c co chC cnd of
cwve; thence S 40°36'43"W ?AS.00 fcxt tc� thC bCginning of curvc coneave to tbC Northr,ast with a
r.ulius of 20.00 fe�t; th�nce Southe�s tbrough a cxntrdt ungte c�f 90°00'00', an arc dutuncC of 31.42
fc�t; thence S 0�0°36'43'W, along a non-tangcnt linc, 50.00 frxt to the b�ginning of a non-tangCnt curv�
c:oncave to South�ast with a radius of 20.00 fert and a radwl be:sring of N 00 °36'43"�; thcncC
Soutbwesterly. throu�hh a ceAtrnl snglC of 90°00'00", an xrc clistancC of 31 .42 Ft'xt lA IZ1C CI)(I nt Ct1I'VC;
thCacc S 00°36'43'W 345.00 f�t t� th� br�inninb of a curve concav� w thc Nurth�a.,t with a rnciius Uf
450.00 fc�c;t; th�nce Southr,�t�rly, thr�ush a c�ntrttl unglc of 19°21' 19', an arc di�tbncc of 152.02 fc,-�t to
th� True P.O.I3.
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SE��NT� �AY ADV�ri�T1ST �FiUT��I�
Th�t �rtian c�f thc; i�W 114 a� Sr.�ti��n �5, T'. �5 3�., I�. �4 �.1N.lvi,. in ��1�� G��ry, �N�iin�tcx�
c1�s�rib� a� f��lovvs:
�egin �t ti�c� N1� c��n�r aF L�t 3, �lock 3"Ft�f3Ca EI'vi�]h�T �5�'f'►T�S 4-�`�'H A�3D1Ti��i' x�
r�a�de,� in �3�k of Flar�, �a�� �i�; thenc� I� 6?°��'D1"W 23.L�U� L#iG' I�O� L1�.� 5711� AC�{S1T1L��1
f 3.$� faet to the N� �o�n�r vf I.cat 15, �il�c� 1�f �d �tS� �d�iiti�n �nd t� T� N�in� of S�gi�a_in�:
��nc� 5�9°20'22"� �,SS fr�t tu pa�int c��a nc�r�-t�ui�e�t c�u �c�ncsv� w th� 23ort3��t wir� a r.�c4ius
�75��(} f�a �d a r�liai �►rin� af S 75� f 5' 37"V�; th�nc� I+Io� �f�rc�u�;h c�ntr�l a.�g1� c�f
��°�t'OG�, a.� �rc �i�st�c� of 1�7.27 f�� t�x� r,.n�3 �,f cus�r� ;�h�ac� N� 7�D.(7� ��t to th�
Sau[h Ri�ht of Way lin� ai' 6tF� �r+�nr�e, ��id line h+��n� 3f}.� �'r�t South o� t#�� �+Iorrh iin� vF �a.id
I+�1�V 1I�4; xhencn I�[ 17"W, a�l�n� �uic! �tJV� li�, �5.� �ir.�t to t� b�ginniag �f curvc c�a�.av�
t�� Sout��v�st with a ruclius af 2�.04 �bet; thcnc� �u�the�t��ly, �rnug� a c�ntr� �rtg�� of 9U°D�3"DO', anc�
arc r,iistax�c� �f 3k.4� fc�t to th� ea� of c►uv�, th�r�c.� S 4�°36`43�"W �80.� t�t to th� k��inni�g af
cutv� �c�r�c,uve ua th� N�r6th�t �ri�h a r�diu� of 5�0.0�4 ��t, tl�r�r�c� Sc�r�th�t�r��, thro��� ��:�ntral t►r►,�1�
�f 1�°3�'S4', �:u� c�i�ta�xc� c�f' 1�?, �Q f�t lo [h� Tru� P.�.B.
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V�A�.'�.�� APPLICANT'S NAMF
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B LD G 1 �i�/' �vl
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OTHER MAILING ADDRES�
s 25 ,T Z ,R
ROAD NAME PHONE HOMF
PHONE WORK
The following documents ar� needed before the Engineer's Department can begin processing your variance or building
applicatio�pproved.
RECORDED COPY OF DEED, contract or conveying instrument. These may be obtained from the
County Auditor, 2nd floor of the Courthouse.
LEGAL DESCRIPTION of your access easement.
A LISTING OF NAMES of individuals who will be signing the documents. These individual names
should appear as the person(s) legally sign their name.
aa d u.'vu� Je�.� �,/s' 2s` a. �f 4G 2 2.
�,l o v e ��t •Gy d'��' 'S1 S s` a d .S' �c.
A CUKRENT ASSESSUR'S MAP which depicts the location of your property.
UWNERSHIP MICRO-RUN. These may be obtained from the County Assessars, lst floor, of the
Caurthouse, Jcfferson entrance, 2nd door on the left.
The necessary documents will be prepared by the Engineer"s Department, Right-of-Way Section, upon provision of
the information noted above. You will be notified when �he documents are ready for signature. The documents may
be sent to you, howcver, I7 SHOULD BE NU"I �D TI-IAT AI,L SIGNATURLS MUST BE NOTARIZED. The
Engineer's Department does h�ve notaries available if you choose to sign the documents at our office.
Please call when rcady Plcase mail when ready
I s `G�.,"
Notice to Public Right-of-Way J f I i Y7
�2 �v -�O� i u 1;,� e,.
('�.�.s� Wes{�
COMMENTS
C� t,J m-, 6���
��Nd�` y��SZ� l�� ��C�-�G�-t��Q �.��2-G�'v`'�i��� �w
���1� G�-v��
Right-of-Way Agent Fc�nvard tc� you from Ur�� �r
k�p�t\nocice.192
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y�
6�
VARI�INCE APPLICANT'S NAMF
.�°BLDG
OTHER MAILING ADDRES,�
S ,T ,R
PARCEL PI-IONE HOMF
ROAD NANi� PHONE WORK
1'he following documents are needed before the Spokane County Engineer's Department can begin processing your
variancE or building application as approved. (509) 456-3600
AGREEMENT TO PAY FEES bave been collected.
RECORDED COPY OF DEED, DEED OF TRUST, contract or conveying instrument. These may be
obtained from the County Auditor, 2nd floor of the Courthouse.
LEGAL DESCRIP'I'ION of your access easement.
A LISTING OF NAMES of individuals who will be signing the documents. These individual names
should appear as the person(s) legally sign their name.
A CUR.RENT ASSESSOR'S MAP w�ich depicts the location of your property.
OWNERSHIP MYCRO-RiJN. These may be obtained from the County Assessors, 1st floor, of the
Courthouse, Jefferson entrance, 2nd door on the left.
1'he necessary docuoients will be prepared by the Engineer"s Department, Right-of-Way Section, upon provision of
t}�e iuformation uoted above. You will be notified whe❑ the documents are ready for signature. The documents niay
be sent to you, however, IT SHOULD BE NOTED THAT ALL SIGNATURES MUST BE NOTARIZED. The
Engineer's Department does have notaries available if you clioose to sign the documents at our office.
Please call when ready I'lease mail when ready
Notice to Public Right-of-Way
COMM ENTS
Itight Agcnt }�orwarci to you from
�\{�Wioticc;.t92
im son En ineers, InG.
f�
CIVIL ENGINEERS AND LAND SURVEYORS
N. 909 Argonne Road Spokane, WA 99212
(509) 926-1322 Fax: 926-1323
TO: �/�V' j� C n! Z.
SUBJECT: �1t�Gc w�o��' �s i� No�'T'N I sT A`�`��
DATE: 1°�
A-�-tac���. -for �au ar-� �o�ti�� a�f' drair�a��
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CIVIL ENGINEERS AND LAND SURVEYORS
N. 909 Argonne Road Spokane, WA 99212
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GEN ER AL N OTES
1. CURB INLET SHALL BE CONSTRUCTED IPJ ACCORDANCE
WITM ASTM C 478 (AASHTO P.4 199) ASTti� C 890
UNLESS O7HERVJISE SHO�'�!N ON PlL•,NS OR NOTED
IN THE PROJECi' SPECIAL PROVISIONS.
2. 1'QP SURFACE TO BE BROQM FINISHED.
3. ALL EXTERNAL EDGES NOT LABELED SHALL BE
TROwELLED wITN t/4" RaDIUS EDGER.
4. DIMENSION "l" SHALL BE SHOWN ON THE PLANS.
�RAINAGE CURB DROP
SNlALE
i I 3� DRAINAGE
I SWALE
I r-; i
CURB AND
I GUTTER
4" PORTLAIJO CEMENT S
CONCRETE
SECTION B—B
B�
3 i�— L� 3
CURB �NLET T�rPE 1
p C �f 09
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1 M SPOKaPIE COUf�1TY APPR�vED._���;^���-� STANDARD SWk.ET
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D�PARTM��JT OF PUBLIC NlORKS couNrY Crrcir:EER J�OVi1 E A��
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��j�� COUNTY ENGINEER
Ro nald C� Horman n'; P..:
i ➢j �t', �t� COUNTY ENGINEER
�-s' d r,�..� Sa
��.t-:. i�i•:yn::��t� 4�ij�/iv' �cD��►..z� ,`�'�r►s�[�[r�c�roiv 99260
SPOKANC COUtiTY COURT HOUSE
Dat e l a
S 1 w�. P,l o►�
RE: �r' 1'�. C l��
Gentlemen:
A revi ew of the road drai nage, and parki ng pl ans for the above-refer-
enced �plat, short plat�, 'binding site plan, and/or building permit has been
accomplished. Areas of concern to us are indicated in red on the attached
pri nts Pl ease make the correcti ons and resubmit them to th i s offi ce i n order
that the review process may proceed. When the plans are ,resubmitted, mark all
changes on the revised print in color.
If you h ave any quest i ons about th i s revi ew, pl ease contact us at
456-3600.
TY�ank, you.
Very truly yours,
Ronald C. Hormann, P. E.
Spokane County Engineer
ary Nel son, P. E.
Planning Engineer
GSN287:s1a
Attachment
Public Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456-3600
r
im son En ineers, n�.
CIVIL ENGINEERS AND LAND SURVEYORS
N. 909 Argonne Road Spokane, WA 99212
(509) 926-1322 Fax: 926-1323
TO: G��y I��nr�, P��.
0
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