SP-1081-96 i
,
S P O K A- N E' , C O U N T Y
DIVISI011'OF ENGINEERING AND ROAD5' o A,DIVISION OF THE PUBL[C WORKS DEPARTriENT
'LVilliam A. johns, P.E., County Engineer -Dennis N1.•Scott, P:E., Director
' April '27, 1998
Liland Pacific Engineering
707 West 7`h. Avenue, Suite 200 Spokane, Was ~hington 9920.4
Att: Jerry Peterson
Re: Pennel .Short Plat: SPM1=96
Dear Bruce,,
Please be' notified .that the, constructioncertification. package and as-built, plans for the
'above: refer,enced project are accepted. Sincerely, ~
.
' .
Jim,;Radke, P.E. ~
Engineering= Ser.vices -
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1026 Wr,Broa&vay'Ave. • Spokane, WA 992G0-0170 •-(509),456-3500 FAX: (509) 324-3478 TDD: (509) 324-316b i ~
►
INLAND PACIFIC ENGINEERING, INC.
October 10, 1997
W.O. No. 96210-1 ~~pUNn ENG11~~S
Spokane County Engineers OFFIW, PUBUC DOCUMENT 0
W. 1026 Broadway ORIGINAL
Spokane, WA 99260 HAS•BU I LTS"
Attn: Jim Radke, P.E. CEATIFIED RECORD DRAWiNGS
PROJECT
Re: Pennel Short Plat SP 1081-96 DATE ACCEPTED:
Dear Jim:
Per your request please f nd the following information which is intended to be reviewed by you
and used in the certification process for The Pennel Short Plat SP 1081-96.
1. A three-ring bound set of inspection and testing reports for the work constructed.
Included within tliis binder are the following sections which document the scope and
nature af the inspection work provided.
A. Correspondence
B. Test Reports
C. Daily Reports
2. A set of mylars and two paper copies for review and comment. Please note that these
mylars are new mylars and should replace or supplement the mylazs that you currently
have for this project.
It should be undei•stood that this submittal provides certification for the initially constructed and
.approved construction items associated with this project. This certification only implies that the
items shown were substantially built as designed, and only valid the day the as-built survey and
visual certification were performed by this engineer. This certification makes no guaraniee that
other construction activities associated with overall plat build out such as hame builders or new
home owners have not in fact dislodged, destroyed, filled in or in any manner affected any of the
items certified. It should be nated that this letter does not relieve the contractor or developer
from the warraniies implied within their bonding documenis.
Should you have any questions or comments related directly to the certification package
submitted please do not hesitate to call.
Sincerely,
Inland Pacifc En ineering Co., Inc.
Je e7eon' , P .E.
7t!' Wr,~t 7th • Sultt- !tltl "1020 lakeriaoxl Drive • Sutte 105
SEx►kane, W.1 99,104 ('upur c!'Alene, IU 8 3814
1094i8-6840 9 fAX: 509•458-6844 -108-765-; 7K4 0 F.AX. 2()8-+69-72+ 7
• .
INLAND PACIFIC ENGINEERING, INC.
MEMORANDUM
February 5, 1997
To: Leonard Hritsco
From: John McKervey
Subj ect: Pennel Short Plat
cc: Claire Pennel -
Bruce Howard
Pat Moore
On 4 Feb 1997 we observed a dcficient drywell adjacent to 2nd Ave. at approx station
19+00, 23' RT. The drywell was backfilled without observation of the coacrete cap
installation, the barrel sections of the drywell are ajar, and the rings and grate have not
been grouted in place. These deficiencies will have to be corrected and re-inspected
during construction by a representative of Inland Pacific Engineering. Inland Pacific
Engineering must be notified in advance with a schedule for this work. If you have any
questions please give me a call.
l UoOCl1htEM'S1762011nEFlClEN WYf
707 West s'th • Suite 200 :U?U I akewood Unve • 5uite 205
Spokanp, WA 99204 t'ovurei'Alvne. !f7 83814
S09-458 6840 • FA\: 504-4S8•6844 208 ?Fi; ~-H-~ • ~AX ~fiN-7h'4-71; •
s~tw+•~ra•~+rr~
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INLAND PACIFIC ENGINEERING, INC.
~Ole
Juae 2,1997 ~ CG ~
W 0.962I0
6e
Claire Pennel tk?
19109 East 4`hAvenue
Greenacres, WA 99106
Attn: Mr. Claire Pennel
Re: S6ort Plat 1081-96, Base Course Rock
Dear Claire: -
We performed a site visit on Tuesday 5/27/97 to check in-place densities of the base course rock
supplied by Spokane Asphalt Paving for the improvements to 21dAvenue. At the time of our
visit, we obtained a sample of the base course rock to check the moisture-density relationship of
the sample with that of a sample previously tested, to allow evaluation of possible reasons for the
Iow compaction test results. During our laboratory evaluation, we d.iscovered that the sample
contained on the order of 10 to 15 percent recycled asphalt pavement. Representatives of the
Spokane Couaty Engineer's office have told us that the recycled asphalt is not per the County
guidelines and that it will not be permtttted for use as base course within the future right-of-way.
We recommend that you direct your paving contractar to remove the crushed rock containing
asphalt, and replace it with base course meeting the requirements on our plan set and applicable
Spokane County and WSDOT specifications. If you or yow paving contractor have any questions
regarding th.is letter or other aspects of the project, please do not hesitate to call.
Sincerely,
Inland Pacific Engif ~eering Co., Inc. •
1
1
/
611f
Jerry E. Peterson, F.E.
Geotechnical Engineer
cc: Spokane Asphalt Paving/ Tim McCrea 11DoaanenAa621fnbadrrw_k wpd
7117 West ath •Sutte 21?~ !020 Lakewm! prive • Suite 205
Spoleane. %VA 99204 Caeur d'AlPne. ID 83814
5C)9-450-6840 • FAX: 509-458-6844 77114 • fAX: 208-769•7277
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S P O K A N E C O LT N"I' Y
AIVLSIO:` OF ENCROEEitltv'G ArDD ROADS • A DYVISION 9F TIiE PCJBbIC WORICs vEPARTT-fENT
William A. Jchns, P.E., County Enginees Uennis M. Seott, P.E., Direetoe
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PM J08#
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Ju1y 18, 1997 CC: llst Initiats
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Inland Pacific Engineering
707 West 7`hAvenue Suite #200 ~
Spokane, Washington 99208 ,
Att: Jeny Peterson
Re: Use of Materials Not Meeting County Standards
Dear Jerry,
Materials incorporated into platted developments must meet applicable County Standards.
Substitution of recycled materials containing asphalt grindings for crushed surfacing on
platted developments does on meet County Standards. As such it is unacceptable
material.
Please note that if IPEC is unable to certify that a given project is constructed in
accordance with County Standards, the project cannot be accepted by Spokane Counry.
As such, the bond or cash set-aside posted as surety for construction of the improvement
cannot be reduced or released, and the improvements cannot be established for the
purpose of maintenance by County forces.
Contractors constructing such improvements under County permit are required to utiliae
materials complying with County Standards. It is incumbent upon the agency in
responsible charge for project quality control to notify the contractor of deficiencies.
Sincerely,
Jim Radl.e, P.E.
Assistant Construction Engineer
1026 W. tiraadwav A4e. •Spokune. 6VA 9926M170 •(50s) 456-300 Fr1X: (509) 324-3438 TDD: (-;Ugj 324-2zir6
~YS.ent: by,: WorkCenter -250 5089246587 ;07/.23/`97 .9:15, Job 312 Page 1
itOMRT; J: MCK A, 'P:S.
. , AITORNEY ArI.AW
'300; NORTH ARGONNB ROAD. 5[JTTE ZOl
SPOKANE,s WASHIId4TON 95212,2891 -
TMxMONB4:(509') -9Z478.144,
PM J08i
FAX: (Sb9)424-6S8T
CC: l.lst initiels
_
FAC$IMILE -COVEIt2 I:ETTER
DATE': N0. OF PAGEB,INCLVDING COVER -Y,ETTER
Jil-ly 2-3 , 1997 3
TO: TELEFAB NOIKBER
' Zerry Peterson
Inlatid' Pacific Engineer-inq 4-58-6,844-
FROM: CQIdFIRMATYON~
ROH,ERT; J. McKANNA, k. S'. (509) 9 2 4,-814 4
AE :
Ex'.tens-ion o n _ venue- -ror M-are, and-l..au _r- a -Pennei -
mllMO :
Thanks for ,your= help. Copy, for- -your informati:on.
-mt~rFnx
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Sertt by: WorkCenter 250 5089246587 07/23/97 8:15 Job 312 Page 2/3
. ~
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ROBERT J. MGKANNA, P.S.
pTIbRNEY AT LAW
300 MpR7'H AitGQNN6 ROAD. SUn'8 201
SPOKANE, WASHtNCs"[bIr 99212-2891
7'F.L~BPHOrIE: 009) 92-8144
FAX: (S0g) 9246587
July 23, 1997
MR TIMOrfHY MCCREA OWNER
SPOKANE ASPHALT PAVING INC
17801 EAST 6TH AV'ENUE
GREENACRES WA 94016
Re: Cantcactor Lioense No. SpvkaaP042,16
Extension of 2nd Avenue for Clare and
Laura Pennel
Dmr Mr. McCrea:
Piease be advised that Mr. and Mts. Clare Pennel are being represented by this office as a result
of a recent contraCt agreemeni between your company and the Pennels for the extension of 2nd
Avenue according to the plans and specifications developed by Inland Pacific Engineering for
completion of a roadway extension to meet Spokane County and Washington state roadway
requirements.
As you know, the origiaal agreement was entered May 10, 1997, and was rnutually increaseci
on May 14, 1997, when you claimed that you had failed to properly estimate the expense foc
the subgrade.
The work contemplated under the terms of your agreement should have been begun and
campleted within the period of one week and finWized with all county and engineering
inspections on or before the end of May, 1997.
The requirements for the base course, asphalt and final grade are contained in the plans and
specifications and the published county and state requiremenis.
The firsi attempt to instalt recycled asphalt as a base course was rejected because it would not
pass rpunty specifications and does not meet Washington state road requirements. Your second
attempi, likewise, when you installed recycled concrete, again, does not and wilI not meet
county and state specifications.
COPY
~091-L uy: vvnrKtencer eau *UyyC4ti!3d! Ut/1ilal 9:1t$ Job 312 Page 3/3
.
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Mr. TimoEhy McCrea
Spokane Asphalt Paving Inc.
Page 2
July 23, 199?
You are the contraator and these responsibilities are yours.
The Pennels have been put ta substandal additional aggravation and expease as a result of your
failure to carry oui thc terms of a relatively simple contract.
Demand is herewith made upon you to go upon this property and complete the job tia meet
counEy road specificatians and Washington state requirements and to pass the requirements of
Inland Pacific Engineering, the engineer on the job, within one week from the mailing of this
letter.
The failure on your gart to do this work as contemplated undec the terms of your agreement will
resuit in our employiag another contractor to compleie the job and bringing suit immediately
against you and your bonding company for all damages suffered by the Pennels in connection
with this work.
Your prompt and immediate attention to this problem wiU be greatly appreciated.
Ve truly yours,
~C. -16 ,
y~
~
~ ROBERT J. McKANNA
RJM/no
pc: Mc. and Mrs. Ciare Pennel
BlMcCrea.I.tr.
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~ INLAN.D, PACIFIC EN,GI,NEERING, INC.
RIECO" OF CONYEit~ATION
Project#..~G~'G -/Name: Date: J'-.Sco~'--
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Pq-Phono. M 'I Meeting: -Page of ~
Person Called%S~'.~AJi A*~~4W ~2~Meeiin at: -
Phone No::. Attendees:
Subj0ct: - ~
..L/e t04- /✓Olk-lif ~ l~* f'"
H _11O.r 4 T", -a ~ta i ~.v t1wr 0-/
r--" -ar r.=.s~ .9.1--
7"' /;j~; l 170Zv
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Attested By:
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` HAROLfl ZEUTSCHEL L )SCAPE ,ppSAi., and CONTR.ACt
P.O. 80X 374 VERADALE, WA 990Q7-037a ~aJ9) 927-2214 _
To c~ a►..' t K$ p~- nace jdp i9
9 p 6a21o- ~
9/ 0q e- v '`ti. f ' ,74
Dear sir:
We propose to furnish all materials and perform all labor necessay to complet,e the following.
e-ccj gFo 2F S c-4-,14. /e- C:5oi E z"GC
~ 9/DCT - ~~'1/ z~I - 00 Leo
Ll1l~~a 2--L4,p~~ ~-f-e- _ Z7~p
Atl of the above work to be complcted according to standard practices for the sum
j
of v~~,~~ ~ ~.~'.~►-~p ~s t~S I Dollars($ sV
The entire amount of coneract lo be paid upon completion, or ~ .
Any alteration or deviation from the above specifications involving exva cost of material or labor will anly be executed upon
written orders for same, and will become an extra charge over the sum mentioned in this contract. AU agreements must be made in
writing. This proposal good for ~ days, or until Date -4
RespectfuUy submitted,
By
ACCEPTANCE
You ane hereby authorized to furnish all materi.als and labor required to complete the work mentioned in the above proposal, for
which ~ agree to pay the amount mentioned in said proposal, according to the tem~s therof. ? '
ACCEPTED ~ ~
~
Date 19 -
~ f-7
This oontacxor is registered with the state of Washington, mgistrati@n NoJi4R0LZL0991)0, as a specialty contracwr and has pnsted with the State, a boad o[ $4,000
faf the purpoae of sapsfy'tng claias against the contractor for rtegligettt or impropcr worit or breath of ooatract in the oonduct of the contractar's business. 'Ihis 6ond or
cash deposit may not be safficitnt to oover a claim which rnight arise from the woric done under your cantract. If any supQliu of materials nsed in yuut eonswction
projoct or any employex of the eontreccor or subcontractor is noe paid by the contractor or snboontractor an your job. your propeny may be liened to [orce payment If
you wish additional ptotection. yau mey rcquest the contractor to provide you with original "lien mleaac" documents [ram ear.h aupplier or snbeentracter on yaur
projecL 'Ihe eontractor is rcquired to provide you with fnrther information abovt lien retease docaments. i[ you rcqucse it Generel informatien is also availabic from
the Department of Labor nnd Industries.
h
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4817"N.-Frqt-St.,A3 • p.4.-6.ox'6303 ~ Spokane,, WA-Sr9.07
($O'g) 469-1758- • Pac'(5U~ 484•2401"
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LABOP.AIORY SJMMARY
PRQJECT 5TE`ELMor~ ~~O~~f A'foG.K'lV(,;o.tFS - PROJECT K0.
IOCATIOH PAGE- H0. -
IASORATORY
SAMPIE. 0 " ~ - - - - .
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~ MAX MUM ~ ~EN
PROJEICT NO.: PROJECT NAME FEcJNEL- 540" ~c.1~Tl ELEVATtON: Src,
1QvE , STA R+ ta Ct, St1%6eAvE SAMPIE NO.: lD
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" TEST DATA
COMPACTION TEST SIZE 1.
~~~o n~oDtFt~O MoLO
, TEST N0. 1 2 3 4 5
M0ISTURE CONDiTION
WEIGHT OF SO1L dc MOLD Va,t2. 26,34 a,.Z;L 96.50
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WEIGHT - MOLD 15 tDZ 15.(92- 15•pZ 15•107-
NET WEf WEIGHT SOIL 10.50 10 .w- ! 1• i a (0.8 8
1 NET DRY WEIGHT SOfL /15.33 10.1b lo.qq tO.ob
VOL. OF MOID L
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Pcl33 •6 136.5 151 I 3'1.1
125- DRY DEN5ITY f
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~ wEr wr. aF soiL & -rARE 11.15 11.44 t c.84 1 wo.o
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12 i ~ DRY Wi'. OF S01L & TARE 1a•►jo co.j~$ ll.t8 io.j8
! ! _ WEIGHT - TARE 7;Z. . 7~ , 71
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WEIGHT - WATER A$ .56 .6(o .82
WEIGHT - DRY SOIL 4,Qb to.lto lO.~l~' t~.o`~
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V ' ` {q MOISTURE % OF DRY Wf. 4,$ (a.3 $.2
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o~o- SOIL CIASS
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% PASSING #4
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1 MAXIMUM OENSITY i~~ • Z pcf
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ROCK CORR. MAX. DRY DEN. Pc#
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OPTIMUM MOISTURF %
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PACtFic
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MOISTURE OF DRY WEIGHT)
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MAXIMUM DENS IY & MOISTURE CURVES
31ECE NO.:.?WJO- / PROJECT NANE p'7UA,%c4- 5EJA2T AAr ELEVATION:
oaTE: 9 7 sMPLIE No.:
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TEST DATA
COMPACTION TEST SIZE
STANDARD MOLD
TEST N0. 1 2. 3 4 5
, M0ISTURE CONDR'tON
~ WEIGHT OF SOIL dt MOLD
' WEIGHT - MOLD
~ NET YVET WEIGHT SOIL
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130-
NET DRY WQGHT SOIL !a. [0 •~3 !D 2
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WEIGHT - DRY SOIL
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PROJECr NO.: PROJECE NANE: )01!okA e~ ELEYAl10N:
vwtp sor-' Adpo r!'. ~ n. S~ saMPUE No~ -3 ~
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TE.ST DATA
COMPACTION TEST SIZE
STANDARD MOLD
' TEST N0. 1 2 3 4 5
L
MOISTURE CONDiTIQN
~ 1NEIGHT OF SOlL dc MOLD •
WEIGHT - MOLD
NET WET WEIGHT SOIL
NET DRY W4GHT SOIL
VOL OF MOLD
~ DRY DENSITY pcf
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WET Wf. OF SOIL & TARE
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~ MOISTIJRE % OF ORY WT. /a
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MOISTURE OF DRY WEIGHT)
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GRA, N S ZE D STRBUTIO N
SIZE OF OPENING IN INCHES: ~ U.S. STANDARD SIEVE SIZE- HYDROMETER:
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~ a- -20
P ~
- - - 1 ,
10
~
o
0 _
0:001
1060 iaD 10 0:1 0.01
GR.AIN SIZE IN. MILLIMETERS
6ARS4 `MEDIUM FINE ~ ~FlNES (SIL-T; CLAYt)'
coea~s cwAvEC. - SANp
_ .
. ,
EXPLORATiON SAMPLE DEPTH. % MOISTURE % PASSING 200 ~
. .
rJ~.~': i i/~✓~_ ' ,l'~ , ~ :j - ~ -
PROJECT,NO:: PROJE& ,NAME.- . _ , - . . .
OAZE: ~
INI.:AP[D
PAC[FIC
, ~ E~uvmAiNo:
•
, _
G RA_ N~ SZ E~ ANALY,S''S 29(o ~ PRWECT _ t~ E~l~/~~~~L ~~~r~ ~ . JOB N0. ~
EXPLORATION,N0. SAMPL-E- AO. 'QATE_ /5-/ J -7
-
t ;
~
-
PREINASH POSTWASy - I
TARE .,i.o. - .TARE I.o.
, . - - -
wEr - TARE 1514Y _ . rARE ~
ORY - TARE. Q ° 5 2. - TARE
WATER • ~O~to = DRY SOII '
TARE - Q WASHOUT ' ~
60r solL 35-- e °~o Ft~~lES
M0157URE COHTEN T To -
~
Fe~A- CT uRJE ~
PREF. BY' V&AL-LI E_ OOdbtp~ PREF. BY -\AIlLuE HOtrbEE. _
~
~
DATE_ l CV DATE _I 119 "11
~ SIE/E WEIGHT RETAINED Y RETAINED PASSING % PASSING
~ - ~ -
- ~ -
- - ~
_ - ~ - -
_ . ~
= , ~
44 &7-~
444- -
#20 - i 0
a
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3:-a 7 1.
- - - ~
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~
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WaSHOUT .55, ~ INLAND '
PACIFic-
' ~ r ENaIN,EERIN(
GRA N S ZE " ANA-LYS20,u, WASH/SIEVE
Z
PROJECT JOB N0.
EXPL.ORATiON NO.. SAMPLE N0. - DATE
~,PREVYASH PO_STWASH
,
TARE I.D: TARE 1:0.. .7 -
WET + ?ARE ORY - TARE °~I•~Z~g 8:,Oo -
DRY + TARE ~ -ja rq'D TARE 1~-
WATER DRY SO(L
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- s. lo ~a F'~ NES
MOISTURE CONTENT , y • •a
- - Qd `QI~o F'RJ~C~131~:~D'
'PREF. :8Y _ wlLLl~ NpLDE02. PREF: 8Y. ~'l~(~~~E ~TO.LDE~
OATE DATE
. - ,
S,IEVE WEIGHT RETAINED ..7 RETAINED 7 PASSING- X PASSING
~ -
t ilt
• 3 4 p : O O [00 #4 `IB
348
-
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~ lt
; - . -
460 ~
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-
. #zoo ~o, 50 ~
. ~58 ~
~,PAN
-PAN' . , , I NLAIdD
WASHO,UT „PACIFIC
. ~ ENQINEERIN(
• G RA N ''S; IE D STR- BUTION -
- 'SIZE-' OF .OPENING IN ' INCHES U.S: STANDARD SIEYE -SIZE HYDROMETER
.
I 3~ 4. fAQ ~1M0,130 10` 5060853V0 T_
gp.~-• - - - - , . . ' = I _ ~ . . ! 80
' ~ -
80t , . .-t-~-~ . ! ~ - , _ - - - ~ - - - ~.80 .
r 1 ~ ~ ' ~'t I
iW .7Q`'' , . _ . ~ ~ . . ` 70
~ 60---
s°;
~
~w `bo.~---- - ~ • , - - - = . ~ - o----==~ o --r - - - • . a-. - -
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U 30- ~.30
0: ~
CL
~z,o------ .i-.------ , -zo
.
- o r p ~
1000 . 100 10 1:0 01 011 0.001'
G,RAIN .SIZE IN MI ,L' LINIETERS
-OARSO
MEDtUM I FINE ~
COBBLES ,GRAVEL UNO F1NE5 (SILT. ~CLAI)
EXPLORATION SAMPLE DEPTH~ X, UOISTURE X PASSING 20G
~ ~
- - . PROJECT NAME:'
PRaEVI HO.:
''DA7E: -
~ ~NLAND
PAC:01c
. ~ ENG1IdEMING
w
~
.
'G RA N S ZE D 51ZE OF OPENING IN' INCHES I U.S. STAIVOARD -SIEVE SIZE HYDROMETER
' t ,1 3/4' •3~ 4 ~ ~ ~0 ' 16?~8 310 ,40 B1fl.8~1,00 240 -100
90: , , ~1'1 - - ~ . _ -90
.80. . . ~ ` ~ - - - - - . , ~ : 80,.
~
. W ~o`,~- - - ~ - - =-~--=-A - _ - - ~ - - - , - - - ; . _ - - - - ia
~
E~_____~ ~ ~ . ~ ` - - - - - • • - - - - - - = ea
\ 9
m ~ t
W _ , , `a, _ • _ 50
Z
LAL `
~ .~.---i -40
W
•U 30- . - _ _ - , . - - - ~ ' - - . - - . . . - - - - - -._30,
w
~
-a
20~_- -zo
: ~
, n , .
p• - - - - _ _ p
1 Q00 • 100 10 1:0 0.1 0.01 0.001
GRAIN SIZE ;IN MILLIMETERS
- ~COARSE~ MEDIUM ~ F1NE
GOBBLES;. GRAVEL FlNES (SILT, CLAY),
EXPLORATION SAMPL-E DEPTH' ~k.MOISTURE % PASSING '200.
_ Si~1 ~~flO~~ ~R•s'h~ ~ t ~T ~ ~ Z ~ ~ l D _
I - t - - - ~ -
.P~~~ ~~~i-lR %x-*",vi I I ~I
Q'I j
PROJECT NAME: _ f~r' t : l' ~ /s ~ _ _ ~ _1=~;;~~ " ~j ~
JECT NO::
~ onIE -7, .
- - ~ ~ - . -
~
~ INLAND
PACIFIC
' ~ EPlGi1NEERING
~
~
• M. _ ~
' ~ • ~
GRAN SZE ANALYS S .200 WASH/SS-EVE,
_ ~PROJECT por:r1;v1q*c.., Joe No: q-.d
EXPLARATION- N0. 46W SAMPLE N0._. 36 DATE
r .
PREIVASH POSTINASH
TARE_ LU. TARE.I.D. ~
ORY - TARE
~WET - ~TARE
DRY- = TARE TARE 0.4
WATER - •~~I ORY SOIL.
TARE W,~SHO.UT • 7~02-
oRr soic
. - - ~QA~TUQEb Q4 •4 9o
MO{STURE CONTEPIT
'PREF. BY,~F t1:~,QLt7Ef~ PREF. BY W-IC.L I E 146c
;onTE onrE _ ~-,~4-9?
SIE1/E WEIGHT RETAINED ~ Yo RETAINED % PASSING % PASSING
- ~ - -
3/4n . C3 O ! O O~
3/g' ' I,-.08 ~ 5 8 S
~#4
cc, r _
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~WASHOUT' .73 11 ~ INLAND
PaciFlc
. ENQiNEERING
~
~ INLAND
~ ~ , - - -
PACIFIC NUCL.E:AR .GAUGE TEST-RE-SULTS
EN'GINEERING
za.4
.Job Name- ~
IPE Job No. W..`#
Field Report No: Date Tech.
DS=
MS= Test Ft Below Wet. MoistLkr!e Dry Wlax Percent Pass Retest
No. Locetion SG. Elev Density (Percent)' Density, Oensity Compaction or of
(PCF) (PCF) Fail OT No:
LAe /471 12r , .
96 ~
~ A-7-,6' - la~..~ ~a3• 5 /Y6.3 ~ ~ ,
9
~
- - - i
. - i
I
I
_ .i
. - • CU1uCi88t.pmr
• ~ ' '~i I N LAN D
PACIFIC IVUCLEAR GAUGE-TEST RES.ULTS
. o ENGINEERIN'G ,.Joti Name -i IPE-Job o" W.O..#
Field ReQor•t-No: Oafe oe7 _ Tech.
OS= 44r72
IVIS= 3-575-11
.
Test Ft 8elow Wet, Moisture Ory Max Percent Pass Retest
No. Location SG. Elev Oensity (Percent) Density ,Density Compaction or of
(PCF) (PCF) Fail DT "No.
.
~t 3o', ~ s la~• ~5 /~'o• 3 ~
o? ~-~y C/~ a'~ fp~ -
6 ;-eT-
r'00 ,
1, ~3~.C~
~
_ . . ,
„
~
~
►
- - - .
;
~
. ;
~
' - - - " . c;lrwslsar.pm
~
7WINLAND . . . ~ _
~ PACIFIC NUCLEAR GAUGE TEST RESULTS
I
,.,EN,,,,,EER,.NG.1
~
` ~1 ~1 '
Job Name I'~IEI P 1 ~ ~ IPE Job.No. 1~~ Ld~~ 1, W:O. #
- o
Field Report *No.. ~ Date Tech. ~P~ M :
OS=
nns=
Test Ft: Below Wet. Moistur.e Dry AAax ~Percent Pass Retesf;,
No. Location SG. Elev Density (Percent) Oensity Oensity Compaction or of, ~
~ (PCF) (PCF)' ,Fail b.T No.-
_
tP~ C ~7
~13•3
- -
~ vj _ C
1<<.5 ~,7 ~~3.3
~
,
~
~ - -
~
rtnuctcar.a
" '"m INLAN~D
PAC'IFIC ' N,U.CLEAR Gi4UGE.TEST RESULTS
ENGINEERING
~
Job 'Name- IP-E Job,No. W.O: #
-Field ReQort.No. Date .5 5~~ ~ - Tech:
_ • ~ v'
DS- dlS q I
_ iV1S=
Test F~ Below ,Wet ~ Moisture, ' Dry, Wlax Percent Pass- Retest
No. Location SG: Elev Density (Percent) Density Density Compaction or .of
' .(PCFj , (PCF) Fail, DT No.
1 ,
' I . -4-1 = t ~ - e Pl
~ ~~~r i - ,
I 2
~ • i: ✓ ~ ' I
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I'Sp. y
~
~1}/~ ~,,r ~
W.
r ~ . V , , • 'Y ~
.
,
~
~
~
i:lnudcer.p~
w
~ - .
INLAND '
PACIFtC DAiLY FIELD REPORT
_ ENGINEERMG.
Oate . tnspectors Daily Report No.:/
Arrival ime IPE ProJect No.:
Weaiher ~ / uz. 3c) ~S vage ivo. oT ~
- ~ ~
Client l / Local Representative/ phone number
Generar `/-s~ 9'3
Contractor gi~e kepresenta v ~one r►urt~~"
z~°as1d~ r, 3 G- G/
~
,j3roject Manager/ phonejjumpes
Subcontractor IPE
//.S ~
IPE Field Representative ,
~ ~ ~ t'!/ "r4 • ~ j;`.~'~-~'~jr
Man ower & Equipment Used
~ , ~ .
! ~ ~ q »
r~'op 14F e.. /X. A / f ~ ~ J4 - / ~=*1 e /I
~ .
• / .
~ ' • ~s+ ~ l ~i?~ e f r~ ~ . . 7~, ' r y ♦ -'1.' .
I
Comments:
(Work Ccmpieted Appar+ently -,0/10 G,
perSpecfilcations Pnablems
theirSotuUons) 5- 114 /i
.
r-~
i 17 _ A~s lJ~~a ~ . ~ ' 1`' ~i►
/ ~ . , ~ ~ ~ ~ •
~J~,~ ' i*• y !Y' ~ ~t t f' ~ ~ ~ - ' % ~ ' . /`r
L-t d p r~r: r` • - ~ ~J ~
s e . d ' / •
• . • f : • ~ ~ . . . . , - . ' • • ~ - r
#ee
!0': r~'i` ~ l i ~d r; i••
~ ' - t • f ~ ~ ~1~ e l~ i ~ ~ / ~/l ~ ~ T s t w~~ ~ e / ~t ?
• ~'e ~ r • ~i~~~//~~ s-~
~ IPE FIELD REPRESENTA~'IVE CONTRACTOR'S REPRESENTATIVE
This document and referenced addenda are to be considered preliminary until reveiwed and signed by the IPE
construction engineer , d/or fPE project manager.
Date Oate
~
~ PE CO TRUCTION ENGINEER IPE PROJECT IVIANAGER
r .
vorresponding Deficiency Report No: `
a
7 1NLAND
~ ~ DAILY FIELD. REPORT
~ PACIFIC
. ■ ~ ' EN'GiNEERifdG
Date inspector's- Oaily,.Report No. j
f ~ 9;7 . .
IPE Project No. ~ ~~ge- NO'
~
~o / - - - - - - - _
ents:,.
Comm . ~
(Worlc Complet~ed :ApPar+ently
~
per Spectflcatlons,Problems- ~
and tNetr.So(utions}~ / ~ • ~
- j',7 l~/../ ~ i ,lr ~~t::9 _ j.lJ f• s/•~ ~'D'
~ /~~f i
~ if
~ r / f • I l~i.X
~ _ ! - V~'' /9 ~ l f ` ! . C, IlJ ~~~'r~.~
, ~..v_ ~J~ . , Z
~ ~ ~ r ' , ' . ~i i ~ f~"' .f, ~ ,t ; J ~ ' : 1 f~
~ l'/),~''~!1 P~~ ~ %:r. 5 , ~ /.1~~ ~ ~ r% rJ,t~ l'7 ~ . -
C'a .'9 / f _ i~...~ ~.~P . • Y , / l. / P f ~
~ ~,,r ~
-JC-A-4p- 0 - ~ ~ •
% / / ► ~C' j ~
` 7~' ~.t/`~G•/ /!~J 5
~i'~ i ki ~j/n ~P .,.~...1~ /.a G
s
e I .
/ 'l/ vJ' f ~ ~ ' s~' . ~ i i'~I +~1 r' . ~ ~t ~ ~ ~ . 3A ~ ~ l ~ : J ~'f°r' j ' /~lfa••1
~
~ ~ ~ ~ - ~ • ~ 9 . ~ ~ ~ ~ ~ ~ f.~ / f .
/~(J ~ 1~~~ l `,~1 r ± . ~ ,
~ -
s' / ~ r : ~ ~ / ~°,it ~.'Lt~
~ a ~ ,
f" •r i - , ~ •t •i`~.~ . - ' Q _ _-/el ~
~.~_C~ l'_ .
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l ' .~-1: ~ ~ ~`I'~•I ~~r~ ~ ~ '~I ~ f A ~c~ ~ r l _ J - . • r - ~
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..r-: •c .f1 ♦ ► • _ • ii...Tr~
_ ,/~~-i rs~ Z' ♦ _ r
Noh"`~
,
~ _~9 -
_ 1 t
tPE FfQ;ld Rep. TPE ~CE '.IPE PM Contractor s Rep
•
sY "
. • , ~ '
INLAND -
PACIFIC DAiI.Y FIELD REPORT
ENGINEERING.
pate . Inspectoes Daily Report No.: r,
Arrival Time IPE Project No.:
Weainer irage No. of ~
34 S ~
Client / Local Representatlye/ one number
~,l/G ' o7y - -S'~ 9 3
General Ccn"c or epresen ~ p one rtumber /
vd /~17.,v c " r
S ~ ~
Subcontractor , IPE P ject Managerl hone numb
~
IPE Fie1d Representa#ive
Manpower & Equipment Used
Comments.
.
(WoricCompletedAAparently 10~1 ~n.o / ~C~ ~
petSpeciflcatlonsPmblems ,~r ,
` theirSotutions) /
4V
r
x,
/01
" /`I 6 "•I~,~ ~ ' ~ ~ ~ ~ 7 14c" / 9 ~ ' • d ~ t "J 9 •a ~ / w.,~w G= ~ ~ ~'j j0 +j .
v 7
~ $L.d 1 • / O;Pp ± V ~11 / ' 'i'i ~ ~f,~ ~ ~
1" ' • •A . ' a i r ~ / 1 ~R!' ~s `P,~ ~ / ~ ' J• A*
~ s
f • • ` 8 . . . ~
~ i' / , _ ' . : ~ m `Y~ ~ • ' • r ~ ' ' ~ ~ .ld~ P ~ + r : " : ~
. ~
l 1
,
% ' . • ~ t' ,
IPE FIELD REPRESENTATI/E CONTRACTOR'S REPRESENTATIVE
This document and referenced addenda are to be considered preliminary untll reveiwed end signed by the IPE
constrvction engineer a dlor IPE project manager.
" . ' Date Oate
f ~
t E COUN'STRUCTlON ENGINEER IPE PROJECT AAANAGER
~
Corresponding Oeficiency Report No: ~
,
~ . _ •
s , • w~
` ~ .
INLAND PACIFIC ENGINEERING, INC.
rnmMOR~uNt o
February 5, 1997 ' .
To : Leonard Hritsco
From: John McKervey Subject: Pennel Short Plat
cc: Claire Pennel '
Bruce Howard
Pat Moore
On 4 Feb 1997 we observed a deficient drywell adjacent to 2nd Ave. at approx station
19+00, 23' RT. The drywell was backfilled without observation of the concrete cap
' installation, the barrel sectians of the drywell are ajar, and the rings and grate have not
been grouted in plaee. These deficiencies will have to be corrected and re-iaspected
during construction by a representative of Inland Pacific Engineering. Inland Pacific
Engineering must be notified in advance with a schedule for this work. If you have any
questions please give me a call. J'IDOC:IlittkNTSI~bID1U9FFICIF ~ Z~'1'F
707 W`st 7th • Sutte IO(l 2020 lakewood prive • Suite 205
SFwkane, WA 99204 Coeur d'Alene, IC3 83814
509-458•6840 • t'AX: 509-458-684,1 203•76S-778a • F11X 206-769-72a =
.r►
~
. . ~ •
I 7 INLAND
PACIFIC DAILY FIELD REPORT
ENGINEERING
Oate . 1,2 Inspector's Daily Report No.3
Arrival rt'ime ~ tPE ProJect No.: /
V,
Weatner Page Ro.
i
Ciient Local RePresentative/ hone number
~
resen v e nume'
General Co/nt tor 'STf~e tep
',i* ~
/
1~+ ~
Subcontractor IPE Project Managerl phone nu be
~ ~
IPE Fieid Representabve ~ .
Manpower & Equipment Used ~
- ~C9 7 T~~
. , - 'I
~ ~ .
I't vv.~►rr~ b 1-e>
Comments: l
,iy / ~ • , ' : /'u r,~
r
(Wotic Comp(eted Appa~ntly o
per SpeaiflcaUons Problems
thelrSolutions) ~d/~ A 1la'>~.e ✓ e-'~l`~ -i S ~-//,a, t . 1414 S c ~ 0 s,17 y 1'k re- ^ t y ~r 4 . T•.e .Y
Q , l ! il~f ~ ~ % ~ f~ C l~ A ,l ~ f~ ✓f f'! Gct! r _
~ ~ ~ ~ a f / s ~ ~ ~ ~ s , r• ; ~ ~ ~ ° ~ t.~l~ ~
. .
p~'~ C`~ ~l~ ~ ,%'~-d , . ~ A > ~ j . • : _ v '
~~Ir l'~~/~' U 1 S 6~, ~ f • ^ / s/,r : °'+,~tio.
,y jl / j,, ~ ~~~,si . ~ ; ~ t+~" ~ j ~ . ~ x ! ~ , • ~ -
' 7 ' ( ` •~"r' tr +
• ~e- ~ ,
IPE FIEl.O REPRESENTATIV~ CONTRACTOR'S REPRESENTATIVE
This document and referenced addenda are to be considered preliminary until reveiwed and signed by the tPE
constrv on engineer and/or IPE project managec
Date ~ Date
~
IK C06-tT UCTION ENGINEER IPE PROJECT 11AANAGER
Corresponding Deficiency Report No: - -
ti.
~
. • • . -
7 INLAND
PACIFIC ~DAILY FIELD.,REPORT
Oate . tnspectior's Daity'Report No::
IPE, Project No. O page No. of ~
~Commeht's:
(11V6cii Completed AppamnUy ` ' - ~ ~
perSpeaificatJons,P-rqblems ' ' ~L~~ - , f • .S ~ ~ ~ ~ ~ Q .
and theIrSolutlons) / •r i
- ~ ' i /[~LiD -~I _ ✓~'C Lr ~G•$_ /rC>~ ~'C-~.s.; ~
. . ~ ~
A~, a .,~f o o s .n -m
vs
~ , t
'~t ~`~~C~.~ . S ti fr! .s!'a ,~O ~ _Gt.~~'r ~ 4~ /4 ~ •vi,G1
/ -
~i. ~P c,~ -/'<1/ ~t~~ 0•-r1~2 _ s?~ G 4r !''4_ _ -1 Gt: r.1;d.
- A-0 f ls_ _ 40,0-4- c~ ~~~~l-' ~~il C,~ C°/~ta / * / ~ !1/► G ~ d
/ -
74`1~ lr.l-~/`~ c%~~_
f
to iA -s, ~ -
. . •
N _ I _s y :
( j o ts i~ on •
- +
- i
,
IPE F~,ald Rep IPE CE IPE- PM 'Contractor's Rep
- .
~
. ~ • . .
.
I ~7 INLAND .
PACIFIC DAILY FIELD REPORT
. ENGINEERING. ~o rf- Jp/d
Oate n Inspectoes Oaily Report No.:
Anival Ame ~~e
~ IPE Project No.:
Weather ' ~age ivo. or
- ~G
Client L.ocal Representa~tve! hone number
General Contraator ~iF'e ~tepr~esen v one n m6e ~
f c~ p
Subcontractor IPE Project Mana erl ph n mbes
IPE Fie1d Representative~-
~o
Manpower & Equipment Used l r-v rr~ 6L.c. - f r.~,)
~ T ~ ~1~.~-~ • .
Comments:
(Woric Compteted AppanenUy
per Specifications Problems
thetr Scludons) s / ~z, s ~ ,4• r ,f,~,c r e~' ,~.L T~ G! h ~ : r~✓~' iJ.~1 ~ -
~i~..' , - .5_''~ r
► ~ ° . 1`•".: ~ / ~ ~ ~ L ~ ~ ~ ~ ~ . ~ / r ~ / ~ / 6'~~ .t.~''` >~:.,,r,!~' ..r a t ~ s`
i
it / r 7/c,
~ ~ ~ s ~/~C ! y ~ ~1 ~ r G ~ ♦ P ~ ~ Y
.
~7 f~ , ( ~ ~ ~ / ~ ~ ~ ~ ~/f ~ ! r ~ ~ l ~ !i _ ~ • 'L~ / F " ~ ~
J . f.
4 ~
IPE FIELD REPRESE/ IVE CONTRACTOR'S REPRESENTATIVE
This document and referenced addenda are to be considered preliminary until reveiwed and signed by the IPE
construction engineer and/or IPE project manager.
Date , Date
~
~ ~
IPE,,CO SIT CTION ENGINEER IPE PROJECT IVIANACER
Corresponding Oeficiency ReporE No: ~
• • ~ +++e~.vm~s..._.-_ • . ~ ,,nvoor~._, *~!.r. . ~ . _ ~ . . • .
71fVLAiVD -
PACIFIC tVUCL-EAR GAUGE ~TEST RESULTS
. . ENGINEERING
Job-Name= IPE - . . Q -
Job ~No. W.O. #
_ Field Reporf No., 'Date, UAbe t7 Tech. _,-257M
os= 3 g3V v~ ~ -
~ -
Ms= l b33:5 ~
L
Test
Ft Below, Wet Moisture Ory AAax Percent ~ Pass Retest
~No. Location SG. Elev. Density (Percent) Denisity ~ Oensity, Compaction or of
~ - _JPCFa - (PCFL Fail DT No.
~ ' P
~o r.t.~ i~ 7 S a
~ I ~ 3 1d5
M. 7
. ~
- ~ - ~
. ,
~
r
r
~ ~ • ^~7 tNLAND PACiFIC DAILY FtELD REPORI
. ENGtNEERING . eew el (5).6 1 oo W
Date t inspector's Oaity Report No.:~
Arrivai Tim ~ 6,, IPE Project No.:
o~ .
Weather rage tvo. of 3
~ I _
Ciient s Local Representativ 4phone number
Generat Contract,or ~ep~sen v p e umber
~ CS ~2.+P AS&
Subcontractor / PE roJect Managerl phone numb F
• , `/S~" f ~'f~
IPE Fietd Representative ~ n L.~ , ► ~ ! s~',~r/
Manpower & Equipment Used ~
Commen#s ~ ~ l
(Woric Compte Appare~tly _ ./P_ l' -~-~?'r : • ; ~ s' .i_•
perSpecfficauons Pr+oblems
and their SotuUons) }A ~ t~ • . . ~
/ Ze is r4" ~ <74;- 11,7 6, l
. ` o~,.- - ~ , , ~ ; f .s ~',,,.a-~.~ r
~ f .
` ~ % ~'S; •`s f _ ~ 6 , , . • ' , ' f.` ,n ..''L ~ :'a~'~~ _ l ~ ~ C..~ t✓ C ~.i
tir
• ~f, ~
~1i~'1 rsr ~''.7 t .0, R ~ • / r ~ o f~.7~,, ,r a bf .1~!; ~
. /
/
/1 7 f . • F'% + ~ a•, ~P~ ~,p ~.S' k~
. ,
,e , ~1' , f ' ~ r " ~ ^ T-0 1~~
~
" tPE FIELO REPRESENTATWV~ CONTRACTOR'S REPRESENTATIVE
This document and referenced addenda are to be considered preliminary untii reveiwed and signed by the IPE
construcUon engineer dlor IPE project manager.
w - Date Oai 4L
ST~tUCTION ENGINEER IPE PROJECT IVIANAGER
- IVE COY
~
, Corresponding Oeficiency Report No: '
r .
:
7 IN~LAN D
~ -
_ PAC'IFIC DAILY FIELD ,REPORT
_ EN~GINEERING iT e- JX~;~
Oate _ Inspectoes -Daily Report~No.: - - ~
IPE Project;"No: J ~ ~ - - -
_ 4~
~ S 5 U /.~.s _ .
Comments: Xe-
'
(Woric Ccmpleted'APPariaritly
perSpecfficatlons,Problems
and.thetr,Solutions),
' - '
:'!./~,vJ
71::~, r ,
Z
e •
. - _ • .
IPE Fiald.Rep IPE CE IP-'E=PM Contractor's-'Rep
~ ~ . . _ - • - , ,,o....,.R . _ ,.r ~ ~ . *7oenr . . . - - J!!!!!!~~, _ .....:,n.1 ~ ~ _ - - . _ , . - , _ _ _ ~ , _ . -
. • O i ~ ,
`W IfVLAND •
'PACIFIC ~NUCLEAR G14UGETEST RESU,LTS
. . ENGINEERING - ~ ~
. Job Name IPE-Job No. t-;2.oW.O
.
, Fieid ReQort-No.
_ . , Date -7 Tech:
DS= -
IIflS= ~
1 - - - 1
Test_ FL Below Wet Moistur?e Dry IIAax ; Per+cent Pass'Retest-
No. Location ~ y-SG. Elev Density (Percent) Density Density Compaction or of ~
leP~ .(PCFj (PCF) Fail,. DT No.
5 av
AC ILIII 9 5_v f-
-
0"I, 7 y~ F-
5 c, ~
c~vdear,pm5
1 ,
= INlAND ' PACIFIC DAILY FIELD REPORT
ENGINEERING o/7 ,L4 r f~ ~
R
Y/ s^ L inspector's Daily Report No.:
Arrival Time IPE Project No.:
Wveather iiage No. ot
C ~ ' •.-~~'ri ~ ~v s~ ~ ~
Client
Local Repregentabve/ phone number
,•r1 ~ . ~
General Contractor
STfe epresenta v p one n mber
~
~ ,d - l ~ ~C~ ' ~ I i /`i',• ' ~ ~ - • •
. ~
Subcontractor J IPE Project Manage / phone numb r
/ y.S ` d~ '
IPE Field Representative ~
Manpower & Equipment Used ~ WP
Comments: //,Vto (Woric Completed ApparenUy 67 A r
4p ~'l'
pec SpecificaUons Probtems ~
and their Solutions)
r ? I''~'~: -
14r 1~ C► C /T ~
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Aa AP o~ ~ c ,.A-
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IPE FIELO REPRESENTATiV15':;2P CONTRACTOR'S REPRESENTATIVE
This document and referenced addenda ene to be considered preliminary until reveiwed and signed by the IPE
construction engineer and/or tPE project manager.
Date
~ Oate
IPI ONSrr~tUCTION ENGINEER _ IPE PROJECT IUTANAGER
C sponding Deficiency Report No:
~ ~ .
INLAND
- ~ PACIFIC' DAILY FIELD"REPO:RT
- -
ENGINEERIN.G _
~/1- 4i.t
oate Inspectoft Oaily,Report No..
lPE'Project'No; Page,;No. of
Comments: ~~-I
(Work Cflmpieted!APparenUy
per Specificalloris,Problems ~~~G•'.,4~~ ~ 5-,..'~!:!r -~t~ir~ _ - /-!l
and thelr Solutions); ~ ~ ~ • -
5.e- 1A1l
,
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a0~'~~ ~
IPE Fj;QId Rep IPE CE IPE PM 'Contractor's Rep
A ~
1 71NLAND PACIFIC
ENGINEERING DAILY FIELD REPORT
, r ' / 't./ / %.s, C ~ r
inspector's Daily Report No.:
.
Arrivat Time ~ IPE Project No.:
1lveatner iaage fvo. of
. . *
Client 7~ / Locat RepresentativeJ hone number
+ , ,~j , ► '3 _ • a~ ~ , ~
General Confractor~. Si~epresentatlvel phon number
. „
1-4)i4AX X-5',4,`~ .~~t;% ' t°' ~~,.,~t: • : c~ ;i ?
Subcontractor IPE Project Manager phone num ef `
IPE Field Representative
a
Manpo,wer & Equipment Used .
Z,
Comments:
(Work Compteted Apparentiy 7-4 Ae X-)
per Specificattons Probtems
and their SoluEions) C~ !J `lrt / ' ' . "j l' / ,~G ~ ~ tl A- e.r f M P / t • : ~ ,I e
zo~)~-zS .v
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p~ al .
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°-r► /
_10/ ~7/l / Z"C~ !'CF' ~ i1 d' . t'~ i
.
~
IPE FIELD REPRESENTATI E CONTRACTOR'S REPRESENTATIVE
This document and referenced addenda are to be considered preliminary until revelwed and signed by the IPE
constructian engineer dlor IPE project manager.
~ ~ Date Date
t__._. A
' . ~
1 L~ CO T UCTION ENGIir1EER IPE PROJECT fVIANAGER
sspanding Deficjency Report No:
JNLA►ND ~PACIFIC~~ ENGINE~E~ -RING C~O~VIPA~IY
.701 W,•: -7th:Avenue. Suite 200 ,Spokane; -WA 99204 (509)458=6840 Fax: (509)458-6844
TO: Spokane 0ouaey 'F.ii,giaec=b 1026-,West groa+dway Avenue DATE: Ma7 2., .1-9_97
Spokane, WA .9,9'26`0 I.P,:E,PROJECT-#: =96210-1 .
A~ ~~ENTION' Ed •Parry-- PROJECT NAME: Pennel Short P:lat
crip..
Des
tiori
M ~ Xerox =Prints. M~ Cop.y",, of Letter-
r~Or'iginal,Diawing M: .1 Contract -Documents M- .
M 1 Work Authorization 1:19 Repor-t. -
No. C'opies Description.
1 Daily- -Inspection ,Reports #1 thr,ough~ #7 for the period .
2-3a47 thr-ouRh -4-18-97.
I
fPUlIpOSe .
FrT In.fomiation Review & Gorriments M --I Per Your Request
Written'. Appr.oval M(,Signature-& Return M
Remarks
i
f . -
, cc - Gla icl, Pennel _
, .
, • i
,
~
-
INLAND -FACIFIC ENGINEERING COIVIPANY
~ 707 W: 7th Avenue, Suite-200 Spokane, WA 99204 ~(5,09)4,58=6,840', Fax:=' (509)458-6844
TO: Spokane County, Mngineers '
'~1026" West- Btoadway~ Avenue ,DATE; June .6, 1997
:Spokane,,WA 39260 ~
-I.P.E..PROJECT '962~~0-1
ATTENTION: -Ed Parry TROJECTNAME: Pennel -Shor-t_-Pla.t
i
, , - -
, -
~ ~ escr, iption
M` A 'Xerox Prints:, Copy of Letter- 'M- A:
,
r~'Original Drawihg Contract Documents,
M ~ "Work~ Aiitliorization M X I Report
No: ~Copies Descriptiorr,
= _1 Daily' Insp_e`'c"tion Re~ort $8. .dated 5-27-97. ,
PLII'p.OSe
- t
(~1. Information M1'9ev,i6w_- & Cominents, MI Per Your. Request
~ M~,` Wrifiea,~Approval MISignatu.re- & Retum.
.
Remarks ~
~ - -
rV~j 1
Signe~
A C_
~ la~re Pennel
' - WTiWSA1T:PM3, "
A
I a
' • ~ -
G
~ 71NLAND
PACIFIC DAILY FIELD REPORT
E
?16V
Date Inspectors Oaily Report No.: g
Arrival Tlme IPE Project 7!560
1~ ; page Ro. ea er
Client Locai presentatJvei phone number
C. p ~ C- • ~6NN C-C
General Contractor 35-Represen ve p one number
IPE P ect Mana r! phone numbe~
Subcontractor , ~~~p
~y►e~v
IPE Field RepresentaUve .
/AJv I
Manpower & Equipment Used
kLO 0-ti AT -Ud~ -aa' QF ciilz VI5 )T--
Comments:
NorkCompfeted Apparently ►j'f:~:o Q^J !~jT-C-7 -CtEf--
,,erSpecffications Pnoblems
andthei r Soluttons) o "'~,o,~- }b~5
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`{~~t1s ~-'r SPo ~ So~ ~ C- .~'*j "lE~~ A t►~ ~ ~ECO M M E-►+I ~'~1 _ T~H~-T
P IPE FIELD REPRESENTATIVE CONTRACTOR'S REPRESENTATIVE
This document and referenced addenda are to be considered preliminary until reveiwed and signed by the IPE
constrruction e~ngineer an /or IPE project manager. .
_ Date Date
~ N ~ ,l ~ • ' d ~ t-C LD,
J
4. I ~ ~
fPE CONj~ TRUCTION ENGINEER iPE PROJECT INANAGER
~ v- .
Corresponding Deficiency Report No:
w
• , ~ ~ ~
- 7 INLAND ~ .
PACIFIC DAILY FIELD REPORT
I ENGINEERING )&V1V6L 51ffmw
pete Inspector's Daily Report No.: g
G -Z?-9-7
IPE Project No. iiage No. ~ of ~
gCo Z./O
Comments: AorA_L7-7 o.LgI rQf Fli ar,
(Work Compteted Appanently •
perSpeaificadons Problems c- Co 0 e_Sig- ` t d Tj'f'E-
and thetr Soluttons)
Iigj r..► Vo SPG--r_.~ FrG-p LEVG-t o4-- O-oVvt Pr4-e_.,-n,2,f ~ LD r, A P E--c
f, A 9:toM Ti-LG . L:r PAv,,--_! C,
lr-Ci~ Ar-P, Dt #14 17}-F`C 1 0S i lo& /A! FoQ~~ 14l /rt Ttf'~-T .4 Q
E:5rl~ FA t ia.D I HE 61i wl 1 .,W M ~ P G~_I oF", (2c-31x PAQTI A~
~C~ !it/c~ ~7~i~ / L14~~ L~ ~-TF STl ~C~•
►
Non-Conforming Items:
(ProJectorStandaniSpeciflcation T ~-s~ (?c.).1Q4LE-
Observed Construction is in
Non-Compltance with) .
m"G~1~R ~ ZEEv~~n ~ P PIeox C P_ v ~
AeatVl'L-r-_ W 6; Cv~!'fl`t~-TT~ ~C7~G R-r.! C- CoJtiITY E-0 PB„P_2U
4A.)140 00~_-567- C0~1 N. ► .J U '~~~.1 1 ~ tC~~ "T-
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CoJp-My owg.p .4rt Q AJo T
TH~ ACo✓~T Y H-T - a~ - u~ ~r~ ~r-f- !5 ~ie~.1~^.
~
~
v \ 63 C)
IPE Feild Rep IPE CE IPE PM Contractor's Rep
A
.
INLAND
PACIFIC NUCLE14R GAUGE TEST RES,U,LTS
EN.GINEERING-
~.S1a' - I
Job Name P&VIVL4~ IPE--Job No. W.O.
Field Re ort No. $
Tech. Wd
Q Date f ~
DS= 371,11
,MS= l?.5?¢
Test Fti_ Below Wet Moisttire Dry MaX ~.Percent Pass ~Retest
No. LocatJon, SG. Elev Density (Percent)- Densitj/ Oensity Compaction or of
413CF) (PCF) _ Fail DT'No.
r5
-r. ~
ti s--~4 6 a 40
-4.-~
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.
• » a~ ~ ~
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INLAND PACIFIC ENGINEERING COMPANY
707 W. 7th Avenue, Suite 200 Spokane, WA 99204 (509)458-6840 Fax: (509)458-6844
~
TO: 3pokane Qontay Bngineere
1026 Weet Broadway Avenue DA'I'E; September 12p 1997
Spokane, WA 99260
~ I.P.E. PROJECT 96210-1
ATTENTION: J1m xadke PROJECT NAME:
i Pennel Short Plat
i
,
~ Description
.
Xerox Prints M~ Copy of Letter M~
M~ Original Drawing M~ Contract Documents M~
r~ Work Authorization M x~ Report r~
1 , No. Copies Description
,
Daily Inepection Reporte #9, #10. #11 and #12 for the
t'- period 8/21/97 through 9/4/97. ,
N
+ PLlTpOSe
~
' M Information M~ Review & Comments M~ Per Your Request .
, I I Written Approval M~ Signature & Return M~
~ Remarks
~
, .
S1gi1Cd: K$thryn Everett ,
CC: Cl81re Pennei ,
D \TRNSMT PMS
.
. ry
0 r
INLAND
PACIFIC DAILY FIELD REPORT
I ENGINEERING ~
Date Inspector's Daily Report No.:
1~e~1 y ,
Arrival Tiine IPE Project No.:
1(o2/4-/
ea er page lQO• °f t
'f
loor
Client Loc 1 Representa ve/ phonmber
/7777ZI-5-ol-373
General Contrac r i e epresen ve p oneu ~ e~
O /1/f ~S~l.~J1 ~Gd t ~ ~ C~..a" ~ Ca '
Subcontractor IPE Project Manager/ phone umber
IPE Field Representative
anPower & E ui ment Used 10110,
M
q P
Comments:
~
nNorlc Completed Appar+ently _~~i • ,f' f r~ ~..f~ /J ~ ~ P ~l~ G~ 5
Specifications Problems /
_..d their Sotutlons) C~ ~ ~C'~.+~ 4~ ..~p ! ` ~ 'rr ~ ~i~ Cg n/Ae ~7 A s 'E-.
. ` 101. i
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717'/ ./'smC ei S4? r~ 42
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. .
.~L4'~ ' . G'~~ •
v IPE FIELD REPRESENTATIVE``' CONTRACTOR'S REPRESENTATIVE
This document and referenced addenda are to be considered preliminary until reveiwed and signed by the IPE
construction engineer and/or IPE project manager.
Date Date
CA,
IP KCO&JSTRUCTION ENGINEER IPE PROJECT IVlANAGER
Corresponding Deficiency Report No: °
_
7 INLAND
PACI FIC DAI LY FI ELD REPORT
oi: ENGINEERING
Date ~Inspectoes / Oaily Report No.: 14&6 - ~
22 -
IPE Project No. r, page ivo. C;2 ot
Comments: ljm~Y- ~ ' ~44T,,0.1
@~¢~ s
.
(Worlc Compteted Apparentty ' -l /perSpecfftcatlons Problems,~tZq' e~
and thefr Soluttons)
'
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la
Non-Conforming Items:
(ProJect or Stendar+d Specifcation ~ ~
Observed CcnsUuctlon is in • - - ,
Non-Compliance with)
/
- IPE Feild Rep IPE CE IPE PM Contractor's Rep
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1,1~ 7`11111111 INLAND. -
PACIFIC, DAlLY FIELO FtEPO,RT
11"111 . :ENGIN_EERING
Oate Inspector's Daily. Report-No.: •
Arrival Time .10V IPE P..,roject No.:
~~her page Ro. 0.
t4 mAV 7a s
Client Local. RepresentativO o one, number .
_CZzi e~I - -S.
General Contractor - epresen v one-n a~;3
er
p -
b~ -
Subcontractor - ~ IPE Proje-ct-.Manager/ p . ho~~ um~
-
, IPE Field Representative - Manpower Equipment U ed
~"t!'l Q,yt - S ~ ~ ~.S ~d►-~e~~
Comments:
!wnr1i Completed_ApParently, . Pe z,ir ef,
Specfiications,'Pnoblems ,
'ttiefrSolutlons). ~/l u e ~ r L~ <7~" 1A~'~"
~
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~
'IPE,FIELD REPRESENT OWE CONTRACTOR'S REPRESENTATIVE
This document and refer,enced, addenda are to be,considered preliminery until reveiwed and signed by :ttie IPE
construction engineer d/or-.IPE project manager. •
Date' Date
- ~ - - -
- IP CO TRUCTION' ENGINEER IPE PROJECT MANAGER - - - ~
'Corresponding Oeficiency Report No: - I
I
-
r ~
INLAND ~
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PACIFIC DAILY FIELD REPORT
1 ENGINEERING ' s
Date Inspectors Daily Report No.:
joit
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Arrival Time ~ IPE Project No..
We-alher ' iage No. of
Client ;ye epresentative/ ph ne number
Generaln ctor presen v p o e numi~er
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IPE FIEI.D REPRESENTATIV CONTRACTOR'S REPRESENTATIVE
This document and referenced addenda are to be considered preliminary until reveiwed and signed by the IPE
construction engineer nd/or IPE project manager.
~ . Oate Date
Clt, JOP "t~ 16~~~ ~ 4~-
IP COfSTRUCTION ENGINEER IPE PROJECT IVIANAGER
Corresponding Deficiency Report No: `
: : ~
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71NLAN,D
_ PACIFIC OAILY FIELD REPORT'
, ENGIIVEERING
Date_ inspector's Daily Report No.: ,
tPE:,Project No. y_ - Page Ro. ot~. _
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This dacurnent and referenced addertda are ta be cvnsidered pretiminary until reweiwed and signed by the IPE
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canstructi~on engineer i
~ Dat
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Garresponding Deficiency Report No: - .
7 INLAND PACIFIC DAILY ,FIELD REPORT ~
ENGINEERIfVGP~
Date ~ Inspector's Daily 'Report No::. _
IPE Project No. 'Page fio. o
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INLAND PACIFIC ENGINEERI'NG, INC.
January 9, 1997
W.O. No. 96210
Spokane County Engineers W. 1026 Broadway
'Spokane,, WA 99260 ..JA _=N - 9 1997
~
-
Attn: Dean FrAnz, P.E.
5Pf?1lAlit L`UUj4YY: ENGINEER ~
Re: Pennel Short Plat, SP 1081-96
Dear Dean:
Enclosed per the 1995 Spokane County Road_ Standards is a comple'te submittal for the above
referenced project. We, are requesting that yau accepi these plans for review and approvat.
Included in this submittal are the tollowing:
l . C;ornpleted Checklist.
2. Copy of Design, Deviation to match existing road section and for "turn=around design.
3. Drainage Analysis & Calculations, witli.enclosed .basin map (2 copies).
4. Copy of Fire-Department' sign-off, whiGh was forwar.ded to Spokane County, previously. ,
5. Two sets of original mylar plans. 6. Two bond copies of plans.
Your prornpt-attention 'to this submitta.l as usual will be greatly appreciation. Please call wit1~,
any comments or questions.
Sin erely,
Inl d Pacifi- ngi ring Co., Inc:
` Ir
1
Todd R. Whipp e, P.E.
TRW/.lA
cc: Claire Penriel
file
. ' " •
sPO COUNTY INTERIM ROAD & D1i;AIl~TAGE
SUBMMAL CHECKI.IST
PROJECT # SP 1081-96 DATE: JANIIARY 8t 1997
PROJECT NAME: pENNEL SA08T PLAT
PROJECT SPONSOR: CLAM pENNEL , TEi At (509)924-5293
PROJBCT ENGINEER: TODD WHIPPLE , TEyj (509)458-6840
(Road & Drainage Plaas)
PROJECT SURVEYOR: PAT 140ORE , TEL# (509 ) 458-6840
(P1u)
PLEASE PROVIDE A RESPONSE TO EAGH OF 1'BE FOLLOWDNG ITEMS.
GENERAL ITFMS
vOWNo0NI,►❑ 1. A sigaed "AGREEMENT TO PAY FEES" form has been submitted to Spokane Counry along with any
apglicable plat fees, prior to an}r pre-daiga/presubmittal meeting ,
va~N~~w~❑ 2. I have a copy of, and have reviewed the most mcent coaditions of approval and any EIS/MDNS requirements
and conditions of approval6ave been incorporated ia this plan submittal.
PROJECT DESIGN
Y~~~~~v~~❑ 1. I have completed a minimum of one pre-design meeting with Spokane County I?evelopment Fngineeriag
Services Engineers where agreement was reached on drainage design approach.
vesOHoONywrl] 2. I have included the results of any geotechnical testing that is required by the design approach to verify design
parameters.
vcs0Na0NIAM 3. I have included any required gavement design calculations on nsw Public roadways as required by the
"SPOKANE COUNTY STANDARDS FOR ROAD AND SEWER CONSTRUCTION", latest edirion.
va@NoO:v,A❑ 4. The road and drainage plans comply with the"STANDARD ROAD PLAN" requir+ements for plan, profile, and
typical cross section elements contained in"SPOKANE COUNTY STANDARDS FOR ROAD AND SEWER
CONSTRUCTION" latest edition except as allowed through approved design deviations.
YeSUIrro0xIA❑ 5. The drainage report incorporates the minimum requirements for a stoan drainage analysis as noted in the GSM
and othe.r items which are appropriate to demonstrate that the desip meets all requirements of the Spokane
County Guidelines for Stormwater Management except as allowed through approved design deviations.
valMNpOHIA❑ 6. A complete drainage basin map with time of concentration paths shown has been included with the detailed
bydrology calculations. Drainage basin map shows topograph, proposed drainage feawres, and correlates with
hydrology calculations. •
Yn13No0N/AED 7. All applicable aaffic signing reqairemeats are met and have been incorporated'm the plan submittal.
Y~lMNoDN/A❑ 8. I have included copies of all approved DESIGN DEVIATIONS which aze required for this project.
Ye[Mrva0,viA❑ 9. 'Ihe plans and drainage report are stamped, signed, and dated, and contains, the applicable certification
statement. Ya11NoON/ANI 10. I have included an adequate erosion control plaa and applicable standard plan notes.
Ycs1@,vo0N/A0 11. I have secured approvals from all applicable outside agencies such as fire districts where applicable and have
_ included proof of their approvals..
veSIZINZIrv,A❑ 12. 1 have pmvided an acceptable means for perpetual maintenance of street and drainage facilities that is acceptable
to Spokane County and have secured and included copies of any required easements.
YesIEnoDNlA❑ 13. I have reviewed Ihe plans, calcvlations and other submiual data for compieteness, accuracy and consistency and
have submitted two copies of plans and (1) bound drainage repon.
~ ,
Iunderstand 'that:the requirements noted above are,.the,-minimum ~requirements., necess~ary, to ,perform a cursory reyiew.of the~projeci
plam; and.lhat additional lnformation shouldlbe_included,.witYi,:tfii.s-submiual~as=necessary;
F,understand- thatrthis 'sulimittal will-!be'checked -for coIIipleteness prioi to rev'iew; and ~that it will be returned~ for fuMher:info=matiori
if it-is`-=foundlo; be ~incomplete: - - -
IWiderafiind that,tbis.sdtimlttal,.wiD aotbe acce{rted, forrreview (and.,placed on- the review list). umtfl all requYrid informetion 6ts
beea: subnnffted.
Form. completed by.-the responsible Engineer: _TOAD WHZP-PLE
Cpmpgny.; ,P-AND:, P'ACIFI'C -LNGINEERING' COMPANY
Address:;. 707 WEST' 7TH ADENiTE; SDITE• 200 SFOKANE"T, WASHINGTON 99204
Zip' code
Date: JANDARY •81 1_997 -
FOR SPOKANE -COUNTY USE ONLY- SUBMITTAL: Accepted for,review.
_Retiunedlor submittal of'the following:,
GENERAL ITEM # : - - - -
PROJECT DESIGN'#:
RESUBNiI1TAL ITEM:C,
Form~retumed to:
Conipany,: - - -
Address:
Date--
By:_
Spokane County,-PutilicWor_ks Development.Services - -
r
1:2j-03/.96 '-Tt1E 08::16 FAX-5,09 892, 4-125 SPORANE YALI.EY FIRE DEPT 10:001
SPOICAIVEVALLEY' FlRE..DEPIBIRTMENT
. Spokone-,County Flre Ptotectlon Olstdct No. I
• 10319 Ei4ST SPRAGUE `AVE: o. ,*V-OKANE: WA 49'10b-3676 • t500' 92& 1700' e FAX (S0v),027-2227 -
R: i~at Kumpt~ie~s~
. C"
~December 1. joB o;
~79ld
. ~CC: tJst'Inniels
. John Todd* .
- Departmerit of Huildfhq Planiixirig =
192.6 W. Bxoadw,ay-_ - ~
"Spokane, WA 9916o -
, -
short Plat ~ - -
SP.-1081=96
;Dear Mr . Todd-: '
'The ~reqti`ir~nen~s, .of -.he Spoka~ne Valley Fir-O Dep.artment have
; - T- ~ . - - ~ _ . _
~ ~loeen met for ~ this short .plat. -,W.e ,have on f i2e tie r.equar,ed
turnaround dravinq. 4il y.
ller-
pector ~
A OI. ~ /
~ Posta~D ~,,~te ?s~, oe~..
To - From
S, coaoe~. V,44l.0.91~ bl.*`
Ptione V- :g~ ~ ~o ~
; ~
Fe~i 11 - • - Fax A
- /
~
INLAND PACIFIC ENGINEERING, INC.
January 8, 1997
W.O. 96210
Spokane Couniy Engineers
W. 1026 Broadway
Spokane, WA 99260
Attn: Dean Franz, P.E.
Re: Short Plat 1081-96, Drainage Analysis
Dear Dean:
Shorl Plat 1081-96 is a 2.18 acre short plat camprised of three lots in the Spokane Vatlcy. The
site is located east of Barker Road between Second Avenue and Fourth Avenue. Two lots front
Second Avenue, and the third lot, which contains an cacisting residence, fronts Fourth Avenue.
Please see attached basin map.
A priuate road extension is approved for the two lots fronting Second Avenue. A 16' foot paved
surface is proposed. This project is within the Aquifer Sensitive Area (A.S.A.)a therefore, `208'
will be provided for the impervious surface in a roadside swale.
The terrain gently slopes to the north from Fourth Aveaue towards Second Avenue with a 2%-
3% slope. Runoff from the total plat will dra.in towards Second Avenue. The USGS Soil Survey
of Spokane County, Washington (copy attached) shows that the soil in this area is Garrison
Gravel (GgA), which is pre-approved for drywells.
The basin has been analyzed using the 10-year storm event using a weighted runoff coefricient of
0.23. The developed condition basin is 3.83 acres in size including 4080 square feet from the
proposed roadway and turn-around, and 3900 square feet (of which 2340 sf is impervious) from
Fourth Avenue. This basin requires 170 cubic feet for `208' treatment for the improved Second
Avenue. Using the Bowstring Method, 994 cubic feet of storage is required for the 10-yr storm
with a Type B drywell. Calculation sheets au•e attached.
The drainage sxvale from Sta. 18+97.37 to Sta. 20+46.50 has a 1.5' wide flat bottom and 3:1 side-
slopes? w7th depth vary►ing from 1.34' to 2.06' deep. The swale provides 1.50 cubic feet per linear
foot of volume for `208' at 6" depth, and 8.15 cubic feet per linear foot at 1.49' (average 1.34` &
2.06') depth for total storage. There is approximately 129' of length available for swale taking
into consideration that there will a one driveway constructed over a portion of the swale with
development. The ditch seetion east of the culvert has noi been included in storage calculalions.
Sbort Plat 1081-96
January 8,1997
Page 2
Therefore, there is 193 cubic feet of `208' volume provided, and 1051 cubic feet of total storage
available within the roadside swale, providi.ng adequate storage and meeting Spokane County
requirements.
1'he portion of roadway withi.n the 100' of transitian that does not drain to the swale has a peak
flow of anly 0.05 cfsa less than .1 cfs. This is less than the basin's predeveloped rate of 1.10 cfs.
Please see attached calculatioa sheets for predeveloped and developed flow. We propose to let
this flow drain to the road edge and percolate into the adjacent soils.
Please give me a call at 45$-6840 if you have aay questions. Thank You.
Sincerely,
Inland Pacific Engineering Co., Inc.
Janelle Poe, E.I.T. ql
~ A
(
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Inland Pacifc Engineering
. , ,
20=Dec-96 .
PROJECT: PENNEL-.SHORT PLAT, SP 1.081-96
JOB'N0. 96210
DRAINAGE BASIN CALOULATION, SHEET 1
~ TOTAL N0. LOT HOUSE- D;RIVE- TOTAL ;C=0,9: NON= C=0.15, TO.TAL
BASIN AREA STREETS LOTSI USAGS AT 3K 'WAYS IMPERV A*C IMPERV -A*C A*C C
I 'I I I I I I I _ I I I I
'I I I 'I I I _ ~ ~ ~ I I
~ _.I I I I I I I I I I I.
BASI'N ',I 10M51 -*,642'0 1 3.1 11 90001 1800.1 17220 1 154981 1496.15 1 22442:3-11 37940:3 0:23,
* IN,CLUDES 23,40 SF OF IMP,,AREA (jrom Fourth Ave:), NOT INCLUDED IN'208' CALCULATIONS.,
80WSTRING METHOD PROJECT: SP 1081•96
PEAK FLOW CALCULATION PROJECT SP 1081-96 OETENTION BASIN DESIGN BASIN: TOTAL
BASIN: TQTAL 10-Year Oesign Storm DESIGNER; JOP
Tot Area 3.83 Acres DATE: 12/20196
Imp. Area 4080 SF
C = 0.23
1'ime Increment (min) 5
CASE 1 Time of Ccnc. (min) 15.55
OutRow (c!s) 1
665 ft. Overlend Flow Desfgn Year Flow 10
Area (acres) 3.83
Ct = 0.15 Impervious Area (sq ft) 4080
L= 665 ft. 'C' Factor 0,23
n= 0.40 708' Votume Provided 290
S= 0,025 Area' C 0.881
7c = 12.93 min., by Equation 3•2 of GuideHnes
Time Time Inc. Intens. Q Devel. Vol,ln Vol.Out Storege
255 ft. Gutter Flow (min) (sec) pnlhr} (cfs) (cu ft) (cu R) (cu ft)
Zt = 3.0 For 12 15.55 933 1.74 1.53 1912 933 979
Z2 = 3,00 Type B =1,0
B= 2.5 Rolled = 3.5 5 300 3.18 2.80 1126 300 826
n= 0,034 10 600 2.24 1.97 1586 600 986
S= 0.0080. 15 900 1.77 1.56 1880 900 980
A ft. 20 1200 1.45 1.28 1936 1200 738
d= 0,282 25 1500 1.21 1.07 1937 1500 437
A R 0 Tc Tc total I Qc 30 1800 1.04 0.92 1940 1800 140
= r-------- 35 2100 0.91 0.80 1938 2100 -162
0.94 0.22 1.53 2.62 15.55 1.74 1.53 40 2400 0.82 0.72 1963 2400 -437
45 2700 0.74 0.65 1867 2700 -733
Qpeak for Case 1= 1.53 cfs 50 3000 0.68 0.60 1987 3000 -1013
55 3300 0.64 0.56 2039 3300 •1261
60 3600 0.61 0.54 2105 3600 -1495
CASE 2 65 3900 0.60 0.53 7229 3900 •1671
TO 4200 0.58 0.51 2306 4200 •1892
Case 2 assumes a Time of Ccncentratfon less lhan 5 minutes so that Ghe 75 4500 0.56 0.49 2316 4500 -2124
peak (law =.90(3.18)(Imp. Area) = 0,27 cfs 80 4800 0.53 0.47 2389 4800 -2411
85 5100 0.52 0,48 2481 5100 -2619
90 5400 0.50 0,44 2518 5400 •2882
So, the Peak flow for the Basin is the greater of the Iwo flows, 95 5700 0.49 0.43 2597 6700 -3103
153 cfs 100 6000 0.48 0.42 2671 6000 •3329
208' ORAINAGE POND CALCULATIONS
Required'2Q8' Storage Volume
= Impervlous Area x.5 in J 12 (nlft 170 cu ft
208' Storage Volume Provfded 290 cu ft
DRYWELL REQUIREMENTS -10 YEAR DESIGN STOR
Maximum Storage Required by Bowstnng 986 cu ft
OWSTRING METHOD PROJECT: SP 1081•96
PEAK FLOW CALCULATION PROJECT SP 10$1-86 TENTION BASIN DESIGN BASIN
BASIN: predeveloped 1 Year Design Storm DESIGNER: JDP
Tol Area 3 83 Acres DATE: 01/03197
Imp. Area 0 SF
C = 0,15
Time I rement (min) 5
CASE 1 Time of nc. (min) 13.16
Oudiow ( 0
685 ft. Overiand Flow Design Yea low 10
Area (acres) 3.83
Ct = 0,15 Impervious Area ft) 0
L= 685 ft, 'C Facior 0.15
n= 0.40 '208' Volume Provid 0
S= 0.025 Area' C 0.575
Tc = 13.16 min., by Equation 3-2 of Guidelines
0 ft. Gutter flow Te Tme Inc. Inte . Q Devel, Val.ln Vo1.0 Storege
(m n) (sec) (in/h (cfs) (cu R) (c ) (cu ft)
Z1= 500 For Z2 13.16 790 1.92 110 1166 0 1166
Z2 = 1 Type B =1.0
n= 0.030 Rolled = 3,5 5 300 3.18 3 734 0 734
S= 0.006 10 600 2.24 1. 1035 0 1035
15 900 1.77 1.0 118 0 1188
d= 0.210 ft. 20 1200 1.45 0.83 1 3 0 1223
25 1500 1.21 0.70 9 0 1229
A R Q Tc Tc total I Qc 30 1800 1.04 0.60 236 0 1236
35 2100 0.91 0,52 1 8 0 1238
1,12 0,10 1.11 0.00 13.16 1.92 1.10 40 2400 0,82 0.47 12 0 1257
45 2700 0,74 0.43 1262 0 1262
Qpeak for Case 1= 1.10 cfs 50 3000 0.68 0.39 1277 0 1217
55 3300 0.64 0.3 1312 0 1312
60 3800 0.61 0 1356 1356
CASE 2 65 3900 0.60 .34 1437 1437 .
TO 4200 0.58 0.33 1489 0 1489
Case 2 assumes a Time of Concentra6on less than 5 minutes so that the 75 4500 0.56 0,32 1534 0 1534
peak (low =,90(3,18)(imp. Area) = 0.00 cfs 80 4800 0.53 0.30 1543 0 3
85 5100 0.52 0.30 1604 0 1
90 5400 0. 0.29 1628 0 162
So, the Peak tlow for the Basin is the greater oi the two flows, 95 5100 49 0.28 1680 0 1680
1.10 cfs 100 6000 .48 0.28 1729 0 1729
208' DRAINAGE PO CALCULATIONS
Require 08' Storage Volume
= tmpe ious Area x.5 m 112 in/ft 0 cu R
208' torage Volume Provided 0 cu ft
QRYWELL QUIREMENTS • 10 YEAR DESIGN STOR
aximum Storage Required by Bowstring 1604 cu ft
BOWSTRING METHOD PROJECT: SP 1081-96 '
PEAK FLOW CALCULATION PROJECT SP 1081-96 ETENTION BASIN DESIGN BASIN: TRANSITION
BASIN: TRANSITION 1 Year Design Storm DESIGNER; JDP
Tot Area 0.02 Acres DATE: 01l03/97
Imp. Area 800 5F
C = 0.90
Time Inc ent (min) 5
CASE 1 Time of Co ,(min) 5.00
_ Oudlow (cfs) 0
0 ft. Overland Flow Design Year FI 10
Area (acres) 0.018
Ct = 0.15 Imperoious Area ( ft) 800
L= 0 ft, 'C' Fador 0.9
n= 0.40 '208' Volume Provid 0
S= 0.025 Area • C 0.016
Tc = 0.00 min,, by Equation 3-2 of Guidelines
Time Time Inc. Inte . Q Devei. Vol.ln ol,0ut Storage
100 ft. GuNer flow (min) (sec) (inlhr (cfs) (cu ft) (cu ft) (cu ft)
Z1= 3.0 For Z2 5.00 300 3,18 0,05 0 21
ZZ = 3 Type 8 =1.0
n= 0.030 Rolied = 3.5 5 300 318 /21 0 21
S= 0.008 10 600 224 0.0 ff 25 0 25
15 900 177 0.03 29 0 29
d= 0.150 ft. 20 1200 1.45 0.02 r' 31 0 31
25 1500 1.21 0.02;' 31 0 31
A R Q Tc Tc totai I Qc 30 1800 104 0.0t 2 0 32
s
35 2100 0 91 0.01 0 32
0.07 0.01 0A5 218 5.00 3.18 0.05 40 2400 0.82 A~01 33 0 33
45 2700 0.74 ;10.01 34 0 34
Qpeak for Case 1= 0.05 cfs 50 3000 0.68 0.01 34 0 34
55 3300 0.64 ~ 0.01 35 Q 35
60 3600 0.611 ~ 0.01 37 37
CASE 2 65 3900 0,6 ~0.01 39 0 39
70 4200 Ow58 0.01 40 0 40
Case 2 assumes a Time af Conoentration less than 5 minutes so tlhet the 75 4500 y56 0.01 42 0 42
peak flow =.90(3.18)(Imp. Area) = 0.05 cfs 80 4800 ~.53 0.01 42 0
85 5100 ± 0,52 0.01 44 0
90 5400 ~ 0.50 0.01 45 0 45
So, the Peak flow for the Basin is the greater of the two flows, 95 5700 0,49 0.01 46 0 46
0.05 ds 100 600 0.48 0.01 47 0 47
208' DRAINAG OND CALCULATIONS
R ired '208' Storage Volume
= I pervious Area x.5 in 112 inlft 33 cu ft
8' Storage Volume Provided 0 cu ft
DR L REQUIREMENTS • 10 YEAR DESIGN STOR
Maximum Storage Required by Bowstring 44 cu ft
~
INLAND PACIFIC EN'GINEERING, INC.
~
January '8, 1997
W.O. '96210
Spokane County Engineers
W. 1026 Broadway
Spokane, WA 99260
Attn: I)ean Franz, P.E.
Re: Short Plat 1081-96, Drainage Analysis
Dear Dean:
Short Plat 1081-96 is a 2.18 acre short plat comprised of three lots in the,Spokane Valley. Tlie,
site -is: located east of Barker Road between Second Avenue and Fourch Avenue. 'Two lots- &ont
Secoad Avenue, and the ,third lot, which contains an existing residence, fronts Fow-th Avenue.
Please see attaclled basin map.
A private road extension is approved for the tvvo lots fronting Second Avenue. A 16' foot paved
surface~i"s,proposed. This project is within the Aquifer ,Sensitive Area (A.S.A.); therefore, `208'
will -be provided for the impervious surface in a roadside swale.
The- terrain gently slopes to the aorth frorn Fourth Avenue towards .Second Avenue with a 2%-
3% slope. Riinoff from the total plat will drainLtowards Second Avenue. The USGS Soil S:urvey
of Spokane County, Washington, -(copy attached) shows that the soil in this area is- Garrison
Gravel (GgA), which is pre-approved for drywells.
The basin.has been analyied using the l 0-year stonnl eveni using a weighted runoff coefficient,of
011. The developed condition basin is 3.83 acres in, size including- 4080 square feet from the
proposed roadway and turn-around, and_*3,900:,square feet (of 'wluch 2340 sf is i.mpervious) from
rourth Avenue. This basin requires 170 cubic feet far 1 208' treatment for the unproved"Second
Avenue. Using the Bowsiring Method, 994 cubic feet of storage is,required for the 10-yr storm
witha Typ,e B dr,yvvell. Calculation sbeets, are attached.
The drainage swale from Sta. 18+97.37 to Sta. 20+46.50 has a 1.5' wide flat bottom and _3':1 side-
slopes, with depth varying from 1.34',to 2.06'',deep: The swale provides 1.50 cubic feet per'linear
foot of voluale for `208' at 6",depth, and '8.15 cubiG feet per liiiear foot at 1.49' (average 1.34' &
2.06) depth for total storage. There i's approximately. 129'.of length a-vail'able for. swale taking
into consideration ihat there will_ a one driveway 'constructed. ~over a porlion of the 'swale with
developmeiit. The ditch "section east of the culvert has not been included -in storage calculaiions.
t •
Short-Plat 1081-96
, Jannnry 8,1997
Page 2
Therefore, there is 193 cubic feet of `208' volume provided, and 1051,cubic feet of total storage
~ available within the- roadside swale,- providing-adequate storage and -meeting Spokane Countyrequi.rements.
I
The portion of roadway within the 100' of transition that does not drain to the swale has a peak
flow of only ~0.05 cfs,less than.1 cfs. This, is less- thani the basin°,s predeveloped rate af L.10 cfs.
Please see attached calculation sheets fouredeveloped and developed 'flow. We propose_to let
this flow drain,to the road_edge and percolate into the adjacent soils.
Please give me a call at 458-6840 if you have any questions. Thank You.
Sincerely,
Inland Pacific Engineering Co., Inc.
Janelle Poe, E.I.T. o.i zPijap ~ . ~~~G,
Enc. ~
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EXPIRES 9)24/
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Inland,Pacific Engineenng
20-Dec-96,
PR'0'JECT; PENNEI:_SHORT PLAT, SP 1081-96
J.OB N.O. '9621-0
D,RAINAGE BASIN CALCULATION!SHEET 11
, TOTAL NO:. LOT' HOUSE. DRIVE- TOTAL C=0:9 NON- C=0:1,5 TOTAL BASIN AREA .STR~E~ETS, LOTS , USAGE; AT:3K WAYS IMPERV, A*C IMPER~~V A*C A*C, C
I' I 1 ~I ----I I I I I I I I
I I I II I I I I I I I
I I I 1 _ I I I I I I
BAS I N 1 1668351 *6420 .31- 11 90001 18001 4722.01 154981 14961,51 22442.31 3794.0~3 ~ 0.23
* INC,LUDE8.2340 SP-,:0,F-~-IM.P„ARE--A-.(:,frorn,.Fourth Ave.) NOTINCLU,DED,:IN''2081'CALCULATIONS.
BOWSTRING METHOD PROJECT: SP 1081•96
PEAK FLOW CALCUlATION PROJEC7 SP 1081-98 DETENTION BASIN DESIGN @ASIN: TOTAL
BASIN: TOTAL 10-Year Design Stann DESIGNER: JDP
ToL Area 3,83 Acres DATE: 12120196
Imp. Area 4080 SF
C = 0.23
T'rme Inaement (min) S
CASE t Time of Conc. (min) 15.55
Outflow (cfs) 1
665 ft. Overiand Flow Design Year Flow 10
Area (acres) 3.83
Ct = 0.15 Impervlous Area (sq ft) 4080
L= 665 ft. 'C' Factor 0.23
n= 0.40 '208' Volume Provided 290
S= 0.025 Area' C 0.881
Tc = 12 93 min, by Equation 3-2 of GuldeBnes
Time Time Inc, Intens. Q Devei. Vol.ln Vol,Out Storage
255 ft. Gutter flow (min) (sec) (inlhr) (cfs) (cu ft) (cu ft) (cu ft)
Z1= 3.0 For Z2 15.55 933 1.74 1.53 1912 933 978
Z2 = 3.00 Type B =1.0
B= 2.5 Rolled = 3.5 5 300 3.18 2.80 1126 300 826
n= 0.030 10 600 2.24 1.97 1586 600 986
S= 0.0080 15 900 1.77 1,56 1880 900 980
ft. 20 1200 1.45 1,28 1938 1200 738
d= 0.282 25 1500 1,21 1.07 1937 1500 437
A R Q Tc Tc total I Qc 30 1800 1.04 0.92 1940 1840 140
° - 35 2100 0,91 0.80 1938 2100 •182
0.94 0.22 1.53 2.62 15.55 1.74 1.53 40 2400 0.82 0.72 1963 2400 -437
45 2700 0,74 0.65 1967 2700 -733
Qpeak far Case 1= 1.53 cfs 50 3000 0,68 0.60 1987 3000 -1013
55 3300 0.64 0.56 2039 3300 -1261
60 3600 0,61 0.54 2105 3600 -1495
CASE 2 65 3900 0,60 0.53 2229 3900 -1671
TO 4200 0.58 0,51 2308 4200 -1892
Case 2 assumes a Time of Concentration less then 5 minutes so that the 75 4500 0.56 0.49 2376 4500 •2124
peak ilow =.90(3.18)(Imp. Area) = 0.27 cfs 80 4800 0.53 0.47 2389 4800 •2411
85 5100 0.52 0.46 2481 6100 •2619
90 5400 0.50 0.44 2518 5400 •2882
So, the Peak flow for lhe Basin is the greater of the lwo flows, 95 5700 0.49 0.43 2597 5700 -3103
1.53 cfs 100 6000 0.48 0.42 2671 6000 •3329
208' ORAINAGE POND CALCUlATIONS
Required'208' Storage Volume
= Impervious Area x.5 In ! 12 In1ft 170 cu ft
208' Starage Volume Provided 290 cu R
DRYU1fELL REQUIREMENTS -10 YEAR DESIGN STOR
Maximum Storage Required by Bowstdng 986 cu ft
\
~
OWSTR►NG METH00 PROJECT: SP 10A1-96 '
PEAK FLOW CALCULATION PROJECT SP 1081-96 BETENTION BASIN DESIGN BASIN:
BASfN; predeveloped 1 Year Design Storm DESIGNER: JDP
Tot. Area 3.83 Acres DATE: 01103/97
Imp. Area 0 SF
C = 0.15
Time I rement (min) 5
CASE 1 Time of nc, (min) 13.16
Outflow ( 0
685 ft. Overland Flow Design Yea low 10
Area (acres) 3.83
Ct = 0.15 Impervious Area q ft) 0
L= 685 ft 'C Factor 0.15
n= 0.40 '208' Volume Provid 0
S= 0.025 Area' C 0,575
Tc = 13.16 min., by Equatlon 3-2 of Guidelines
Time Time Inc Inte . Q Qevel. Vol,ln Vo1,0 Starage
0 R Gutter flow (min) (sec) (inlti (cfs) (cu ft) (c ) (w ft)
Z1= 50.0 For Z2 13.16 190 1.92 1.10 1166 0 1166
Z2 = 1 Type B =1.0
n= 0.030 Rolled = 3.5 5 300 3.18 3 734 0 734
S= 0.008 10 600 2.24 1. 1035 0 1035
15 900 1.77 1.0 11 0 1188
d= 0.210 ft. 20 1200 145 0.83 1 3 0 1223
25 1500 1.21 0.70 9 0 1229
A R Q Tc Tc total I Qc 30 1800 1.04 0.60 36 0 1236
- 35 2100 0.91 0.52 1 0 1238
1,12 0,10 1,11 0.00 13.16 1.92 1.10 40 2400 0.82 0.47 12 0 1257
45 2700 0.74 0.43 1262 0 1262
opeak for Case 1= 1.10 cfs 50 3000 0.68 0.39 1277 0 12T7
55 3300 0.64 0.3 1312 0 1312
60 3600 0.61 0 1356 1356
CASE 2 65 3900 0.60 .34 1437 1437
70 4200 0.56 0.33 1489 0 1489
Case 2 assumes a Time of Concentration less than 5 minutes so that the 75 4500 0.56 0.32 1534 0 1534
peak flow =.90(3.18)(Imp. Area) = 0.00 cfs 80 4800 0.53 0.30 1543 0 3
85 5100 0.52 0.30 1604 0 1
90 5400 0. 0.29 1628 0 162
So, the Peak flow for the Basin is the greater oi the iwo flows, 95 5700 49 0.28 1680 0 1680
1. 10cfs 100 6000 .48 0.18 1729 0 1729
208' DRAINAGE PO CALCULATIONS
Requi 08' Storage Votume
= Impe ious Area x.5 in ! 12 inlft 0 cu R
20 ' torage Volume Provided 0 cu R
ORYWELL QUIREMENTS -10 YEAR DESIGN STOR
aximum Storage Required by 8owstring 1604 cu ft
~
BOWSTRING METHOD PROJECT- SP 1081-96
PEAK FLOW CALCULATION PROJECT SP 1081-95 ETENTION BASIN DESIGN BASIN: TRANSITION
BASIN; TRANSITION i Year Design Storm DESIGNER: JDP
Tot. Area 0.02 Acres DATE: 01l03197
Imp. Area 800 SF
C = 0.90
Time In ent (min) 5
CASE 1 Time of Co (min) 5.00
Outflow (cfs) 0
0 ft. Overland Flow Qesign Year F 10
Area (acres) 0,018
Ct = 0.15 Imperoious Area ( ft) 800
L = 0 ft. 'C' Factor 0.9
n= 0.40 '208' Volume Provide 0
S= 0.025 Area " C 0.016
~
Tc = 0.00 min., by Equation 3-2 of Guidelines
Time Time Inc. Inte . Q Devel, Vol.ln ol.0ut Storage
100 ft. Gutter flow (min) (sec) (inlhr (cfs) (cu R) (cu ft) (cu ft)
21= 3.0 For Z2 5.00 300 3.18 0.05 0 21
Z2 = 3 Type B =1.0
n= 0.030 Rolled = 3.5 5 300 3,18 ~ 21 0 21
S= 0.008 10 600 2.24 0. 25 0 25
15 900 1.77 0,03 29 0 29
d= 0,150 ft, 20 1200 1.45 0.02 31 0 31
25 1500 1,21 0.02 31 0 31
A R Q Tc Tc total I Qc 30 1800 1.04 0.0 2 0 32
- 35 2100 0.91 0 1 0 32
0.07 0.07 0.05 2.18 5.00 3.18 0.05 40 2400 0.82 .01 33 0 33
45 2700 0.74 0.01 34 0 34
Qpeak for Case 1= 0.05 cfs 50 3000 0.68 /0.01 34 0 34
55 3300 0.64 ~ 0,01 35 0 35
60 3600 0.61~ 0.01 31 37
CASE 2 65 3900 0. - 0.01 39 0 39
70 4200 0,68 0.01 40 0 40
Case 2 assumes a Time of Concentration less than 5 minutes so that the 75 4500 0`.56 0.01 42 0 42
peak flow =.90(3.18)(Imp, Area) = 0.05 cfs 80 4800 /r0.53 0.01 42 0 2
85 5100 0.52 0.01 44 0
90 5400 0.50 0.01 45 0 45
So, tlhe Peak flow for lhe Basin iS the greater of the two flows, 95 57001` 0.49 0.01 46 0 46
0.05 cfs 100 600a' 0.48 0.01 47 0 47
o'
208' DRAINAG OND CALCULATIONS
R ired'208' Storage Volume
= I pervious Area x.5 in 112 inlfl 33 cu ft
8' Storage Volume Provided 0 cu R
DR L REQUIREMENTS -10 YEAR DESIGN STOR
Maximum Storage Requlred by Bowstring 44 cu R
Alk
ENG ' S REVIEW SHEET
as Buu..T pLAvs aEcffvEn
SHORT PLAT FILE # S P-1 O S 1__ -s~
Related File # f )
AARD # 1
Date- to Rewiew 071031I996 #
Date to AA & DR Time
Date Received 06/26/1996
Project Name SINGLE RES UR-3.5 No. Lots 3 _ No. Acres ?
Range - Township - Secdon
ss2o2.o127
SITE ADDRESS N 4THl S 2ND/W HODGES/E BA,RKER PARCEL
Applicant's Name RAMM ASSOCIATES Phone # 534-8086
Address 25 S ALTAMONT Phoae 2# F534-$159
SPOKA.NE WA 99242
FLUOD ZONE No VY 4 S 1 _ School 356_ Date Conditions Mailed
Billing Name Owner CLAIRE PENNEL EAgineer pATRICK MOORF
Address Address 19109 E 4TH AVE Company INLAND PACIFIC ENGINEERt
SPOKANL WA 99016 Address 707 W 7TH
MARYCLIFF HALL AVE STE
200
Sigaed City SPOKANE,WA 99204
pbane 91A -5293 PhonelFAX (509)458-6840 FAX (509)458-68
Phone
Date
Building Contact Psrson: JULIS KRAUSE Phane # 456-3675
Date Submitted 1 Descriprion tni.tials
I ~
DATE FEES RECEIVED
DATE PRIORITY FEFS RECBNED COPY TO ACCOUNTING ARP
F'INA,L PLAT FEES COMPLETED & COPY T4 ACCOUNTIN
~
1VOT'ICE TO PUBLIC # 13 4 6 CONIPLETED - OR NEEDS TO BE SIGNED
~ 1-1 ~1 DESYGN DEVIATION SLTBMITTED/DATE COMPLETED - MAILED
I I ALTERATION TO PLAT - BLOCKS & LOTS
I I BOND QUANfiITIES FOR DRAIIVAGE TI'EM CALCULATED
/ / DATE BOND RECEIVED - BOND AMOUNT RECEIVED
! / DATE BOND RELEASBD - DATE AS BUILT RD PLANS
~
07/03l1995 ~IEAR1NG EXRM _ APPROVBD )BNIDD 'PEALED BCC ~
APPBALED PR07ECT APPROVED LNTED i
- - - - - -
STAMPED MYLARS TO PERM3T TECHTtICIAN (SYLISUZANNE)
r -
STAMPED 208 LOT PLA1VS TO ADMINISTRATIVE ASSISTANT (SANDY) ,
_ - - - - - ~
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4070784
Pnge: t of 2
C~ ~ EI~G H• ( Gtlit)tw 43:20
4.04 Spckaae Co, wt
. Return to County Engineer
RiAht of Way Department
DQCUAfENT TITLB: NOTICE TO THE PUHLIC NO. 4
GRAtiTaR: CLAIRE A. S LAURA P. PENh'EL
GRA21TEEa SpOKANE CO[TI+ITY
L£GAi. DLSCRIPTION: pTN. pp I,pT 14, BLOCK ?.I CORBIA' AODITION TO GRE£NACRES
ADDITIONAL LEGAL DE6CRIPTI08: 02d PAGE 2
ASSE5SOR'S TAX PJIRCEL HUMBER: 55202.0127
ftOAD iJAME & FIO.: SECOND AVENIIE t30. 2291
SPOKIINE COUNTY UIVIStON OF fNOINt?ERiN(7 Spakane County, Wesliinglon
NO. 4
NU'I'1CE TO 1'iIL PUBLIC '
IN'I7IE MATi'ER OF AaRL'EN@NT WAIVINO PRO'CEST TO fORMATtON OF ROAD tMPROVEMENT
DISTRICT: KNOW ALL MCN 8Y't'ftE.S6 PttESEMM. Tllei CLAaRS A. PENNEL & LAURA P. PENAlEL '
husband an8 wife,
being lite awnrrs ottlie fo1lowing de.scribal lands In oonsldaatlon ot Mutuai Daiefita to be hcreaAer dedved do .
' for tliemselves. Uieir lrrin. granteas anJ naslgns. Isaeby egra lo the following:
Thsro mey be a need tn the Wlura tv consinrct a yubitc mad to srrve tlie Innds herein desctibtd. 3atd road ahnlt
be con9tructeJ tn aceordmia.vith Uie Ihen adopted Spokane County Raed Slardords for public rosds. Seid mad
, to follow, as nrar as prscliceble, tlie existing Counly irauJ riglU of way.
If aJdillonal rigtU af wny is required, lne ovmers, ttieir lieits aitd/at asslgns egree ta dcliver to 3pokette Cotutty a '
properly sigited end execwted Right of Wey Dad coveting ttie tequired eddilional right olwey.
Tite owners or suocessors in ititerest agrce lo auUwrIu Spnkone Counly lo (ndude the below clesctibed propatq tn a RoaJ Impmvement nlstrict (RIU) mW to aupqeart Ihe fomietion of a Road Improvemrnt Dblrkt for
Improvement of the rtmd(s) described below by requesdng mid aullwdzing Spokena Connty to pfsee their name -
an a petition for fonnntiat of o RvoJ lingrovement U1stricl pwrsuwit to RCW 36.86.050, ot by requesting and
aulharizing S{sokane County to wst ttmir ballot ia favar of a RIU lSeing tonncd under tha nesotuUon metlrod pursuant to RCW 76.88.070. eiid/or by nol Iiliiig o protest egoitist ilu fammtioa of e RtD being t'ormad under :
Ihe aituaattve tesolulion tmlliod proviJed tor In RC W 36.86.065 anJ Cheptu 33.43 RCW. .
If an RIU b pioposad tor imptovemcnt of Ilie cosd(a) deseribrd below, sald ownere und mcceasore ttutha
ngiee: (1) thal the improve+uents or constnidjan contemRlakd wilh}n Ihe proptrsed R1D ere feasible, eud (2)
that ihe benefits to ba deilvcd trom tbe fonnatton of ihe RID by tltc properlq lncluded thadn, tagether wlth the ,
ernowri of aay CowUy pncticijmlivn, exceed the cast artd expense of fa»nndQn of tfte R1D. end (3) limt tha
• property witliin tbe propastd RID ia suRtcienlly devetoprd; provided, llu owners ar suzcessots shall tetnltt Ihe
rigitt, es euqwriud wcder RCW 36.88.690, to objeet lo uny essessmrnl(a) on Ihe propcrty as e tesufi of lhe
. improvemaits eolled for in cvnjuncllan wipt tlie tomnation of e RIU by eittrcr Ilie pelition or ►aotudan methvd
uadK Chapter 36.86 ttCW tuHl to epr►eai to Ute auperior comt the dccision of the Board ot Counly
Conuniaalottet9 conCinnuig lbe finai osseasment rolt; praviiteJ turlker, U Is ttcAgniud tltat aNuAl essmsmente
mey varq from ossessnuid esfima[e so tartg as Iliey do trot euccad n 1lgwe eqnnl to lha Inuataed Irue wd Git E
vetue tlis lmprova»ent add to tuc property.
By nllowiirg e buliding p=nnil lo be issired oa pro,paly lusving access from an unnsainlelned Couniy tond, .
Spokane County assumes no obfignlion for sahl romf. end tbe owners hereby ecknowledge thnt the County !ms .
ao obligntion oi any kind or ttoitue witalsocvet to esloblish, examine, aurveq. eonstruct. eltet, te.or, lmprove, ,
maintatn. provide Jroinage or snow mnovnl an anid toaJ. Tite requicement ia and sholt nm wiih Ibe lend and
etiell be binJing upon Utc owners. tl►eir Iieira, successors ar ossigru, wUil aaid rosd ls Improved to SpolcetK
County Rend SwndnrJa snd acceptad by Ihe County for matnteimnse.
' PAGE -2- . .
1
(
i 4070784
oirai~~~rdaUP
. ~ S~.Q~ spo~ane Co, KJI
. 71ec artdemlgaod oariaa, Ihdr hdrs. sucaasore or assigm hereby release Spolane Cwunty; and all ite ofEicecs.
aaploytw and egents Gnru any responsi6ility ar flabllity for any dnlaage w1mtmver to the herdnebavo
described tartds and improvaaenta tliereon as a cault of eilawing a building perrnit lo be iasued oa propertY . ,
. whlch is served by a unmaintairted Caunry road.
'ihesa requirements nre and sM11 mn with the Innd and sha11 be bindfng iipon Ihc owners. ihetr hein, successors o
' or aastgn9. Thts agmemeat shall explrc aRer ten (10) years from the dnte of execulion below.
Tha ebove wnditEons and coveraam epply to Ihe following describeJ property:
EURT[UN OF ASS0SJRS PARCE[. NOA&: 55202. 0127
A PORTION OF LOT 14, BIACK 21 OP C50RBIA1 ADDITION TO GREENACRES AS PER PI.aT
THBREOF RECORDED IN VOLUl4E "S" OF PLATS, PAGE 301
EXCEPT THB EAST 134.00 FEET.
ALSO EXCEPT THE WEST ?S.OQ FEET OF TtiE SOOTH 325.00 FEET. •
ALSO EX(EPT Tk1E NORTR 25.00 FEET.
I.OGATER IN TtiE KORTtiWEST QUARTER OF SECTION 20, Z"aWNSHIP 25 NORTH, RANGE 45 '
EAST, 6l. M., SITiIATE 2N THE CAUtaTY OF SFDXANE , STATE OF WASNINGTON.
tN iRTNi66 1iH8M8~ WE haw hsrsunLo aot OUR hond(o) saa 00nl(n) thla Ir yaay
. ot aAEBgY 19 97
J
, CLAIREA. PENNEL /
IeAURA P. pENNEL
- 8TA1R of ii"8IN63+0N )
C031HTY Oli 8➢01Ci1N8 ) 09
On thi• dny ger»nt►slly apgoesed batore ms CT.AZRE A. & LAURA P. PFSTNFT.
, i
pargonally la►orm to mo to be tho f.ndividuel(o) who oxQOUted the toregolnq
- inottument and •ekoawiedgod the oald LnotrwaeAt to bo tDe lrQe and voluntary act i
' and dwd o! •aid ladlvldual(o), ios tlie uGes and Fur=uee theseim mOntionce.
oiven uedes mY hand and oesl thf• day oi JANUARY
NOTAIW KMW ♦ Ia and tor tho stoto o! Naebiagton,
, ~FORTWg=OFVyw8►tp41a1** reoiding at sgokens.
• ~ RAYIROND T. MOON •
MYMMMI8910N E6'IAEB: «
• ♦ .NNE 21.198'f
.toxmeoljtorma.7
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JAN 2 8 i.ci~7
lInland Pacific Engineering, Inc.
707 West 7'", Suite 200
Spokane, WA 99204
(509) 458-6840
Reference # /11W
Grantor(s): 1. G LQlR f /AS tw
2. _L Ag I IRA p
Grantee(s) 1. f %LQG/G
2.
~ S~c r~/ I'~l1 ~CG
Legal Description: P /Wf Nw ~y ao - 25 '4,56-
Assessor's Tax Parcel ID# 5.520Z - D/ z. 7
DECLA.RATION OF COVENANT
In consideration of the approval by Spokane courity of SP108 1-96 (herein referred to as the "nevelopment"),
the undersigned covenants and agrees that:
t. The subdivider/sponsor will construct the private roads and associated drainage facilities in coaformance with
the approval plans on file in the county Engineer's Office.
2. A lot is scrved by a private road when: a. the only road frontage for the lo[ in the Development is on the private
road, or; b. a lot having frontage on more than one road (public or private) constructs an approaGh to the private
road.
3. The owners(s) of any lot created by the Development or alternation thereof and served by a private road shall
be respnnsible for maintenance of said private road, including associated drainage facilities in conformance
with approved plans on file with the county Engineer's office.
4. Maintenance financing of the private roads and associated drainage facilities shall be in a manner determined
by the owners of:
a. ;
b. ;
c. ;
d. ihose lot owners in SP 1081-96 will share equal cost with Lots C& D of SP 877-93 which also
uses Second Avenue
5. In the event such private road, includiag draioage facilities is improvcd to Spokane county standards for public
slreets, and the eounty is a711ing to accept the dedication of sucti road and facilities, eacli !ot oivncr sliall
execute documents neccssary to aQCOmplisli such dedication.
6. Otvncrs of lots within tlie Development who are served by such road, may sue and recover damages and
attorney's fees from any o«mer of any lot within the Devclopment whiclt is siniilarly served who refuscd to
participAte in tUe road and drainage facitities, coastruction, financing, and maintenance.
WARNING: Spoknne caunty has no respansibility to build, inrprnve, ar maintnin ar otltenvise service !he
prtvate road.s, including associated drnlnage jacfl/tles, conlained tivilhin or prodiding sen+lce to the properly
descr/bed !n this Developmenl. By Qcceptfng lhis Development or subseqriently hy ollowing a buildfng periult
to be Issued for pmperty on a private road, Spokune county oxrunres no oblfga!!on jor sa3d private road and
!he owners hereby ncknnivledge thot lhe county has no obligatlon oJany kind ojnoture whatsoever tn establtsh,
exa►nine, sunAey, construct, alter, repnrr intprove, mabitrrin, pro►►lde drai►tage or snow removal on a privcrte
roud, ur associated drainage jaeilitles.
8. This covenant and agreement sliall run with the land and sliall be binding upon lhe ovmer, their heirs,
successors or assigns, includiag tlie obligation to participate in the maintenance of the privatc road, and
drainage facilities as provided herein.
OWNER `
~ ~
OWNER
Dated this ~2_ day of 34 1*1~~ , 1997
STATE !IF tVA SNINGTON )
:
Couniy ojSpakane )
On this dey persAna!ly appeared bejnre me CI$ite A. Pennet and Laurs P. @ennel, husband and wife_
krrown to me to be !he indivfdual(.s) Jescribed in nnd who exeeuted tlre ivithin and foregoing iastnrment and
acknowleclged lhal helsfiellhey slgned the same as /ilsfherBtheJr jree nnd vohmtary Qct and deed for the etses and
purposes thereln stnted.
GIVEN UNDER A1Y HAND AND OFFICIAL SEAL lhis 0 7a dny of
1997.
, IL
Noto►y Public In adrlfor ilie State lt'ashitrgren, residing at Spukaire
O1~ ~
. ~
J: IDoriunents19621 UjCovvnpnt.doc
MIA~
I
S P O K A N E C O iJ N T Y
DIViSION OF ENGDti*EERI:v'G A,tv*D ROA05 • A DIV1SION OF THE Pt.BL3C WORKS DEPART41EN'T
WIlliam A. johns, P.E., County Engineer Dennis M. Scott, P.E., Director
January 22, 1997
Todd Whipple, P.E.
Inland Pacific Engineering, Inc.
707 West 7t11, $Ulte 200
Spokane, WA 99204
SUBJECT: Pennel Short Plat
Submittfll AcceQtanee
Spokane Ceunty Pmject Ne. SP-1081
Dear Todd:
We have condueted a general evaluadoA ot your recem submittal for this project, ancl we find that thi,s
submiltal appears to meet t6e minimum standards ot' the Spokane Counry Standcuds for Roarl and Sewer
Construction ("SCRS"). We are, therefore, abte to accept your approval nf the pians ancl calc;ulations for
this project.
In accordance with Section 5.02.D of the SCRS, this aeceptance vaGd until 22 Janu:iry 2000. Ihe
facilities are not eoastructed, you may request an extension of the acceprance for an adclitinnal two years;
the plans shall be revised to refleet curcent standards prior to granting the extension.
Please note:
1. 'Ihe County's acceptance of diis submittal does not relieve the sponsor ur his ageats from any
liability related Co portions of dhe design that are nnt in conformaace with the SCRS, car which do not
follow good engineering praCtice; All permits and notificadons aeces.sary prior to e:onstruc:tion are the
responsibility of the project Sponsor and/or bis assigned agents; and
2. The Spoasor's Engineer is required w conduct inspeetion and testing wnrk ancl submit Record
Drawings and inspection reports in accordance with the SCRS.
A set of stamped photoanylars are enclosed for ynur use.
$IACeT@ly,
Spokane County Public Works
~
~
Dean Fraaz, P.E.
Plans Review Coordinator/Engineer
cc: Project Spoasor
3ylvia Lightfoot - Couaty Femit Tochnictao
Bill Hemmings - Counry Development Services Dept.
pcoject fde
1026 W. Broadway Ave. 0 Spokane, WA 9926¢0190 •(509) 456-3540 FAX: (599) 324-3978 TDD: (509) 324 3I66
i . ~
,
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'INLAND PACIFIC ENGIlNEERING,COMP - ~ F' f 1)
-707 W: 7th Avenue, Suite 260, Spokane; WA 99204, (509)459=6840 Fax: (309)458-68' 4
JAM 2 0 '777
:
,
ENGIPIEER
TO:
- DA1E:
~ I:P.E., PROJECT-#:
ATTENTION: . "P PROJECT NAME:
l .~~7a~►~t~
. ,
Descr iption
I xl Xerox Pcints' M~. Gopy of L- etter
Original Drawing M~ Contrac,t Documents
, 17Vork Authorization M~ Report r~
N'a ~Copies . Description
PL1Ip05'e
l~ Infonnation M (:Reyiew & Coinments M- )'Per Your )te u st _
L-J Written AppToval r-~ Sigtla.ture. & Return..
- ,
Remarks
,
~63r
' Signed:
-
cc: _;_rz
~
~o:irnNS~rt;~+s
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,
19g7
Y
N T
s~P 4 K A N~ o u
N OF EI`GIUEERtNG AND ROAOS DIVI5ION OF THE PUBL[C WOTt~CS AEPARTME.~iT
' IVISIO • • A
William A. Jehns, P.E., County Engineer Dennis M. Scott, t'.E., Director
January 17, 1997
;-~i Qt'cit`
~~'II a ~
z~:
Todd Whipplc, P.E.
Inland Pacific E ' ~ria
~ g 707 W. 7tli Suitc 200
Spokane, Washi.ngton 99204
Rc: Shorl Plat 1081 ~ Todd:
The County Engineering Deparlment has review the submittal for the short plat SP 1081. Please review
the follon-ing items and revise the plans.
1. Please shoiv the access e,asemeni on the road plans.
i"2. The ditch cross section, as shown on the plans, extends beyond the width of the right of way. Please
raise the ditch to remain inside of the right of ivay or provide drainage easemeats where the ditch
slopes extead bcyand the right of Ray. These easemeats will nced to be provided for the area adjacent
~to this plat and the neighboring short plat 877.
. Attached is the Drainage Language that should be used for this short plat. Please place tlhis language
on the face of the plat.
When the required revisions are completod, please re-submit the ptaas and mylars. If you have further
questions, plcase call.
Sgokane County Engineering Department Spo o ty Engineering Department
Dcan Franz, P.E. Paul Lcnnemann, E.I.T.
Plan Reti•iew Graup Coordinator/Engineer Plan Review Engineer
cc: fila
Bil! Memmings, Speleana Couuty
Cltiirz Pennel, Spomor
eni;i,: Drninuge L,anpagz
Atylnrs
1026 W. Broadway Ave. • 5pokane, WA 99260-0170 •(502) 4zra-3600 FAY (509) 324-3478 TDU: (50) 321-3166
0.
d
1
S I~ O K A N B C O i.T N T Y
DIVI510:V OF ENGINEERIdJG AND [tOAOS • A DIVISION OF'TIIE PUBLIC 1NARK5 DEPAEtTMENT
William A. jahns, P.E,, Gounty Engineer Aennis M. Sestt, I'oE., Airectar
]anuary 17, 1997
Todd Whippte, P.E.
Inland Pacific Engineering
707 W. 7th Suite 200
Spokane,laVashington 99204
Re: Short Plat 1081
Todd:
The County Engineering Department has review the submittal for the short plat SP 1081. Please review
the foUoning items and revisc the plans.
1. Please sbow the acces.s easement on the road pians.
2. The ditch cross section, as sboivn on the plaas, extends beyond the width of the right of way. Please
revise the diich io remain inside of the right of way or provide drainage easements where the ditch
slopes extend beyond the right of way. Tliese easements will need to be provided for the area adjacent
to this plat and the neighboring short plat 877.
3. Attached is the Drainage Language that should be used for tliis short plat. Please place this language
on the face of the plat.
When the required revisians are completed, ptease re-subaut tite plans and mylars. If you have furiher
questions, please call.
Spokane County Enginoering Department Spo n o nty Engineering Departrnent
~
Dean Franz, P.E. Paul Lennemann, E.I_T.
Plan Review Group Coordinator/Engineer Plan Review Engincer
cc: file
Dill fIcmrninA SpokanQ Cnunty
Claire Paml. Spansor
encl.: Drninup is+ngunge
A4ylars
1026 W. Bmadway Ave. • Spol:ane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3476 TDD: (509) 324-3166
I
Office of the County Engineer
Spokane County, Washington
To: Todd Whipple
From: Development Engineering Services
RE: Drainage LAngwage o` Plat Dedication & Covenants
Plat Dedication
Any building that is constructed on a lat in this plat shall be set at such an elevation so as to provide posstive
drainage away finm any drainage entry point to the building (including but not timited to a windoiv ivel1, a window
unprotected by a window wcll, or a doonvay). Said positive drainage shali consist of a minimum slope of 3% away
from the building for a distance of at leasl 10 feei from the building. The lots shall be graded so that either a) all
nmoff is routcd away from the building, and conveyed over the lot to a natural drainage swale or approved
draiaage facility, or b) drainage interccpted on lhe lot is disposed of on the lot in aa approved drainAge facility.
The approved drainage facilily shall be coastnicted in accordance with any applicable accepted plans on file at the
County Engineer's Office. Any revisions to the acoepted drainage plans must be accepted by the County Engineeer's
Off ce prior to construction of said revisions.
The subdivider/spoasor will construct tlie assaciated drainage facilities in vonformance with the approved plaas on
file in 1he Cownty Engineer's Office.
The properiy owners within tliis plat sLall te heid responsible for keepiag apcn and maintaining the surface path
of natural or man-made drainage flow over uad across their respective propcrties. Spokane County does not accept
the responsibility of maintainiog tIm drainage course on private lots within drainage easements or floodplain aneas,
nor the responsibility for any damage wlatsoever, including, bul not limiied to, inverse condemnadon to any
propetiies due to deficient construction and or maintcnance of drainage courses on private propert}°.
The properly owners witliin Utis ptat shali maintain a11 water quality treatment swales ("208 swales") and drainagc
ditches situated on their respective properties, and any portion of a 208 swale situatcd in the public right-of-way
adjacent to their respective properties, witL a permanent ground cover as specified on the current approved plans
an file ai the County Engineer's OtTice. Spokane County does not accept the responsibility to inspect and/or
maintain the drainagc easements or drainage snales, nor does tue County accept any liability for any failure by the
lot ownens) to praperly maintain such areas.
The ownecs of Lots 2 and 3 sliall be responsible for maiataining the 208 drainage swalcs and drainage struciures
locAted adjacenl to Sccond Ave. as shown in the road and drainage plans for the project, on file at the County
Engineering Department.
' TR.ANSNAT I ON T I TLE INSLTR.ANCE COMPANY
NORTH 7 2 O ARGONNE
S POKANE , WASHINGTON 99212
Prepared f or :
CLAIRE PENNFL Order No.: JM205051
19109 EAST 4TH AVENUE
SPORANF, WA 99016
cc: Inland Pacific Eagineering
P L A T C E R T I F I C A T E
Dated Octobe'r 9, 1996 at 8:00 a.m.
Certificate for filing Plat of:
SHORT PLAT N0. 1081-96
In the matter of the subdivision to be subcnitted to Spokane County for
approval, this company has examined the records of Spokane Coun.ty Auditor's
and Clerk's offices, and the records of the Clerk of the 'Jnited States
District Court holding terms in said county. This certificate is made for
the purpose herein specif ied, and is not to be used as a basis for cloeing
any transaction. Liability is limited to the amount, if any, paid for this
certif icate. From such examination, the company hereby certifies the title
to the following described land, in said Spokane County, to-wdt:
A portion of Lot 14 in Block 21 of CORBIN ADDZTION TO GREENACRES as per
plat thereof recorded in Volume "S" of Plats, Page 30;
EXCEPT the East 134.00 feet;
AI,SO EXCEPT the West 75.00 feet of the South 325 feet;
ALSO EXCEPT the North 25.00 feet;
Situate in the County of Spokane, State of Washington.
VESTED IN: - ~ IRE A. PENNEL and LADRA P. PE~NNEL, usband and wife.
EXCEPTIONS:
1. Taxes and assessments, if any, no search having been made thereof, as to
Parcel No. 55202.0127.
Parcel numbers are provided fxom the latest Assesaor' s Maps available to
the company. Said parcel numbers are not a matter of the public record
therefor, the company makes no assurance as to validity or accuracy
relating thereto.
Page 1 of 2
• !
• 'Order No. JM205051
.
2. ' Liability to future assessments by Consolidated Irrigation District No.
19.
3. Liability to future charges by Spokane County for Storm Water service.
4. AGREECE1T AND THE TERMS AND CONDITIONS THEREOF:
BETWEEN: Spokane valley Farms Company, a
corporation
AND: Community Service Company, a corporation
DATED: July 5, 1923
RECORDED: November 10, 1923, In Book "X" of
• Contracts, page 282
RECORDING NO.: 733599
REGA12DING: Providing for construction of ditches,
flumes, pipelines, etc.; erecting poles
and distribution lines, with right of
ingress and egress to maintain said pipee,
lines, etc.: and providing for lien for
unpaid charges for such service
5. RESSRVATION OF EASSMENT AND THE TERMS AND CONDITIONS THEREOF:
RESERVED BY: Spokane Valley Irrigation District
PURPOSE: All existing tights of way and easements
over and across said premises, and also_
the right at any and all times to go upon
said premises, or any part thereof, for
the purpose of constructing, operating and
maintaining canals, ditches, flumes, or
pipe lines which shall by the Board of
Directors of said district be deemed
necessary in the operation of its
irrigation system
AREA AFFECTED: This and other property
RECORDED: October 8, 1940
RECORDING NO.: 461299A
6. Potential liability for assessments levied by Spokane Couaty Utility
Department for the Aquifer Protection Area. To verify, call 458-2538.
In order to make payment, account number is necessary.
TR.ANSNATION TITLE INSURANCE COMPANY
. ,
BY
For ervice on this order call:
(509 922-2222 (FAX) 926-1519
Judie Mitchell, Title Officer
sc
Page 2 of 2
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. ~UKs 71061;
WARRANTY DEEO ,
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eS' 149 TRAHSNATION TiTIE INSURANCE COMPAHY O
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ihis sketch is proutded, wilhout cherge, lor your
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• ° PAT I 1: A R
DIVISION ROADS
. ~
S P O K A I-4 E~ L O U N T Y
DEPAItTMExT OF BUILDING AND PLAA1NING • A DIVtStOh OF THE failaLlC WOftlC's DEPARTNIEN'T
JAMEs L. XPUNsoN, C.B.O., DtREcrou DeNNts M. Scorr, P.E., DtrEcroR
RECEJVED
MEMoRAivn~ t Y4 i99S
Gou* Eig"
TO: Spokane County Division of Engineering - Transportation Engineering
Spokane County Division of IJtilifies, 3im Red
Spokane County Health Districta Steve Holderby
Spokane County Fire District No. 1
Consolidated Irrigation District #19
Central Valley School District #356
,
FROM: J. Todd, Planner
~
DATE: October 22, 1996
SUBJECT: Proposed Final Short Plat SP-1081-96.
Please review the attached proposed final short plat and forward any comments by October 30, 1996. If
you have any questions regarding this plat, you may contact me at 456-2205.
Enelosures
Copy without enclosures to:
Ramm Associates, Applicant
Claire Pennel, Owner
Patriek Moore, Inland Pacific Engineering, Surveyor
LSC SP- I 081 •96 F1tvA1, sP MENto
1026 VL'ESC' BROADtivAY AvENt1E • SPOItANF, WnSatNGTON 99269
ButLowG PHONE; (509) 456-3875 • FAx: (509) 45G4703
PI.A.`'MNG PHONE (504) 456-2205 • FA!c, (509) 456-2243
TI)D: (509) 324-3166
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under ~elawsci .,andweo~c~ad ressb. „ , auNiUacaccrrrnMrnnv
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dued the wme dne e+iAls Seeurit~r Ie~iNmeni ("Nme"), whuh ptorlde fa moniAly paymtnls, with Ihe ful) deM, if na yr►Epg/~3 p,Nfo, n~~ MqrW tnta,nlangment.iin ge~IdW undawlad~ BuufW+r! q'i'~ qs lend ro~~ Oro~ ~~a++am+ ro om~. a+~p~t ~o
piidarlicr,duand~yr0lton npormntuidnbeno.Mip,wtna mwWauntaubhrWlnONMWOoftO In Qms b:
This Seturity liwrumtnt xcure to I.eaden (a) tAe rrpymcat of Ihe dcM ovidmccd by the NWe, with imerat, md all M.,urd, ikmm„ee,nan,ndnounu .
nneral~. etlrnsiom and modiRplioni; (b) Itu Snymant of ell elAa stttnl, aith InIttW, ~dvanted under pmmdropli ) to 0 2~p ) p,u~,,,,~,y~~~ean,u a waa~~aa c~ G~~ro~y +~o~~~~+ ~ aa~o+~• Su+n~+~~ ►ame €a~M e~~
praiai ►he keurity of tAn Sccuriiy Irotrumcut; and (a) the petforn+ence of Bonove.'s enrenams aad aenemcnis unJu of p.aiaib trtp Aonmeni trbme+omib Im.ln Oy uiumee as UMUO 1104 ~99 Wh-
iAu Sccurfy Imtrummt end Ihe Note~Fot ibb purpose, Boe~et imronbly grat~ tnQ canveye to Trusta, In Ituu,
' whhpower ofale,ihetalloaiaedescr►bedpropenf,loeatad{n qaunty,WnvAlnpon:
to sECUrQ a a.++end,ry am rmaynam a dr tidaiWASn wbf.tcoa er me Agtamvnti teoema.m, sn mMas. nrodonntlon~, m.gtrm s
aereet, wo awrnt amsoo+, uw o.Vft*M of ouw ounn, wnn htemi aorm+. ~enced a vmba tM oKwsry d uhn 0006 a iNlt- 04 She
' i~~ ~ i ~ i~., a~~ ~ 11 ~ 1 0~ ,~.l ~~~F/ i 1~~ ~•I• j•~~ v r"i, p1ftMlpC1 0t thf O1Vpqllb ifb "tI1M1! 0t QIMI{r h111111001111b114, roasant voa u+tneu thaeen a wm #au a m,r e• soffro wo+.
_ Pf uMi ~ , GtMt01 E&n MMOy M1ffOCtbiY WLIi. CtlQtI4 tt1 aIM C9MV b 11N TNf1N 01 rNK wd@I CN QOMf 0) IW. Ne (0A0rbnQ QIotllEts M0Q" 1A
~ ~ ~i~ ~ .~~y ~ i~~ I~N~ ~ r~~ IU 4'1~ lill 1'q 111~ oi 0jlCl 1 , e~~. *n~ U0~ {OIC
e 1 ~M Y r~ i 1~ ~ '~•r 1~1'Itlf • ~q a~) ~al I.P1,I tA0lultCCaaM ~~iGl1
~~•,.,,"LEGI'lL 6=11 tIRYON±ACflID! 17686T0 6„lUIDB A,PAA't,BBAEOP.I,111,• 44.6 5eel,ojodDarrWb*AiuiadflertoMeMade AWlfraal
: ~►sn..~~~..~ ~n oo .~,~~.~.~..,~~~.w..~9,«~ ~rw... ~o ~....w~~~.,i~.~.:.i.. ~ ~V / ~ oaal~ ~hl
Part of Tract 103 of VERA ao Qer plot thereof racordcd ln Vdlume "A"
of Plats, page Am73eacrLked ex follower -
06(lIHNINl3 et the SoulAeast corner o[ tl►e No sI+Id, nd p~e0ary b ml uud v~oW fa wIa1Nnl a tumbp ouDout, teptlAa "dlh an tnammn. Mndlwrunit, me 0ao~intnn+ nar a
~
rth ha 1 I of eo {d n01u~ p M~~ I~ ~ nq m~, Iwtp Wd pepp Ihnal: p eanp nr o.pn~ uu~ a rrcmor uW
Tract 107; Chence Weee along the South line of the North halt
&noAdW thd NU DaO~ot ~Tnat tn0 Oa uuu MW Oyr Tntow hnapdn sIuA tamYna MoMM noMl!Mtubhrp d+il han+ Wne,Wlbm nn
of eald Tract 107 to e point in the Weat line of aaid Tract IndepnEnamot131enla►oBmrOdiryvndaAeArnemMtTavodi6ow gial swolve nucvdMro'94 11410`431 loddilbndlrouttN++ruddNrot
103; Ehenae Norlh aleng the Nest line of eaid Tract, 134.9 ~em.~dw~~r the ""^oM Op"d^"'f°'41""
fect, more or lesa. Go a polnt 197 feet South of tbe ~
NortAweat corner of said Trart 109; thence Baet !o a point ~ ~N~~~,a~n.ua~a,~e ~u ~k~ bawat' ~°'~~blo~p~~~~
in the Eaet llne of said Tract 103, 197.1 feet BouCh of the
Northeast eorner of eald Tract 103: thenee 9outh along the ' tepmud m.nwwMdwb oOW of 1mn,0r+ncawo+^umae'¢40C
P,ast line of qaid Trect 103, 134.9 feet, more or lese, to the I Tool"i; IM Qag" y~~~m ard mog,qP-M "0 rnqlwgcCtoaamplM% eW bundlnp,stnxlws,ahrtpawmenlalnpadlt
point of beginningt afieaaaaa,piamoarwmmnaon~l«Me~agVw"naunarows mmilhawn.Tknm+raaa++w•aaasa"+e:NeammoM
Sltuate fn the County of Spokane, 9tote of Woshington, wrlh Sg tew% pd)runws,Wilb0ons. morenvilit. OW4111011111 wvd mttlcgwm ,~~ft P1000ft t To piy CeOn Qd~I
&wM ~0 4vN Wn ub ~ummms upon Qn prop~ to 1mp Ae propMy Im uid tl+n ot ~tl oin~r Nupn~ tSan m
• 1 • ~d~~ i ' n r ~ ~ , ~ IlPn , ~ ~ W ~ r ~~q~ o~ Ipd:~~ail ~Inq1th100Mi1NgyCf IN1011d0f 1NIL
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~ S te ka0 vWO&W ror a Iwnrn n-ad an On pep~ny dualbed; ~ ~eeuou. ip an~ ouM ~~u pUm IM 1oW ~a~naed
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• . ,1• ,44 n U + l. .~•ur • er~ ; ~ . ~~4~~ip• , •4 t j ~ ~n m. , •t •rn ' t ' . d Nme" 1f it1 MtMnf mryr sppor fM otrn lo IM 6sma. fio tlnDUd c0ftlbd UnAM uq Mt"Mts pe4ky rtny Qa t00Cod uDem "Y
~ ~'o! ~ , ~ no . ,...n. . • . , -.i. IndghtMnw MnOy s~traed U iud~ orda n 0~o BmOGduy &Adl dflsrmlM, SKA nOP~dan b1r t~~ B~rro1kWY nol cwtg dhaonlMun~ ol
whlch lus iheuldrw".~«.~..., ~ ~~~,I.~.Q~~~,.RQU.......~....;..~.. qP4X1NE...... arty proendkqi to Malae IAIs brd al T~nt. ln Aa ~nl of tnnctwa8, ~A dpld1 d pa amter tn Intwt~ pal7du Ilan b Iarta Y~I Cpt to •
~ pudnui H IM Mndoain sW.
('~~t1r. Ad~ft17")$ ~~rp~•ta n~ ~l n~ ~I'.I.~ 1~ n~ I. to datend ahr asdon oi aaa1111111np pwya+itnO to snlst dn teaairy Mna1 a iM Avd er oowm a1 Q„nfle4uY a 1nnne. uM N pay a1 aslt!
trro em~t " ' e~b npertsn. Gidudpp oou W cA~ asdi ad Nbrm~A loe~ In ~ n~mneLb artounL b uhr weh ~ata~ ar pcarodt~.
• ' ~ il' ~ ~ , . . . .
~ TOOETIIEA WttN atl'I(Ie lmprovemc,n now w I,emnn im,ca mn ihc rropeilr, and dl aumanls, AgMu ~ ta o~r•~ onn, ~t ~~w~nn aaonnadon ~m nr, oNd a r~,a,ad~no u.~.c~ne~ a~~wa ~+aa~o m~ cc+~~ u~e
rppunrnonccs, mru, mydtfe, mincnl, ofl ind pt righlo md ptvlits, rtter iieMs and nak and aII Anura now or RntMtmWM wMialut Wteg^T"utWyand 60#0111:1010 &%D"Wygm actu"'lly t"ti'"0d'
hermftet np3rl oltlte ptoptrll. All rcpbcemenn tnd addio iora thall dso be covered blr thn Seeurhp Imtrumens. AO of the 4+uda tf+litl nN. vr10~A Oa+~Cdn~h pla wAem eemmL 0~ a~ a'Y ►uMa mrmnE~mm a R~m, rel~t~ry a kmedniay. ~
foagetngis refemdtomihhSeeuritylmimneatnthe"Propcrtp." 4 .1 ,1 naompsM.
BOA IIOWER CAVENAMiS lMl BOrtOMtt It IIV({1tIy StLseA 0f tlle lSI01! IIEftEy CQI1YCpp) at1O At! II1C tlgIll IA g1nt t. io prw~yGY ~d luey ~dm ~1of tla ebllptgmn al IM "mA~sQm a' p~^~ a► ca'tnt10~"Or ukln ury sdtl"dq ma~ d dMd Cf
~ and oonny !he Property ntd Uiao ihe Properq h narneumbered, except for aKUmbnnce of racoM. flartover warcams wn a ld.nm mnfta m " popelr. a+d m w. oo.Ad.ry nwmrn atog+ uw aennMwas at " ralnro ro eo a,
end will defcm! 6crterallr IAe mle ta IAe Properly splrot aU alainn and damimW, wbjcct io aer cncnmhrence Mrawrd.
• & &h3jjOd Qnnt7►G9 d ¢my rtunfte nrp Ittft wntrntnq,lnturtna D+oodwm hdisdIrt9 Aaed pnarMU 0~wduwm Aem. enaunOrMnb
, Tfiia SEcuem' IrlmtuMFwr com6incs nnifami bormanla,,for iutlonal dsc " non-um.tmm ca+~nante with a atlra dupgl qW+a ua praowry Mghaeveauftgd, aedanln IW ro kap a+a oulam inY a Gomlo I cownrgis Mrstn ermetmsd, "
'llmited nriotiuns bY jutifdktion ~oemwUu~s~ unifamseeurity imtn►mat emeiin~ wl propnty. I ` ~,ronmm~ o! ~ nv*n aa aoa~re d nnng►, oxn. N ury a~en n.~t. pu otMndmry, u tn ~«+ra~, mrp o+T urcA umn+ n Tvr ~
, , , ~~i'~~ ' rteattpy b pAene~ aieh a6qptAd»~ n~Cet{!o nA1d11M Gntna 1~ In 4~1i1~1f. ~1lMiA pt~ to B~madry'~ rfgM M usnaa» oa nalairy
~ ~ I. 0O l~ Dt14 0f iNl1 tlle M(DIK1Df~ IIM uflM. qld MV tlld gA ~IIIOU~M b Qib 1~MI~ Qe 1tp1'ld Ey IM dYrtd 10 IM QlMI'.f~W ll~ dITM~. ~G1
' ~ t , • , ~ ~ . ~ ~ y ~'u , ' ' „ ~ ' v , ~ Bnmint thneon M th1 hlpMU tft ftm apfaqEG W GnnboFl MadtiQia" aWn tAg Ap»omml m a1Trn Inm dccummt ham "is tuls of a;ch
DHg+W. Nrl al wcA IIsyrnwh rltA YMmH nstbairis OmMM. tAad,1+cm IM Qatr et piymeM. M u1dM Ia ud Mmme a pm d tlw IndrbUd""
'45HINGTON.•si~ , fMnt)-INMAIiMLYC UNMlA IfllTRUiTDT It inr Y T Y~ it0.9c34411!.~Z~H W°6.9...•M,—
1 ~ ' r
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~
/rs~-9t-IS
. : .
~
° I MITfGA730N AG1tE 4. ' At the time ot issuance of a building permit by Spokane County ar such other
, municipality asserting jurisdiclion over the property for cansuuction of a dwelling. Developer
or his successan ahall pay fn cash to the Dlstrict the aum of 4) srven hund~ed fi(ly dallan and
'I'HIS (t an ngrament entered into by and belween the Cenbal Velley School Dlevict No. 001100 ($?SO) if v sIngle fwmily residentinl unit is to ba built, or b) throa hundrod elghtythree
336 (hasinatter rcferred to os 'Distnct') and Ssatt Van Hea hereinaRa refeczed to as dollars and 00l100 ($383) far ach of the lwo new residential unilt produad ahould A duplex
'Developer', be built.
R E C I T A L S S. The Courity of Spolnne ar sueh other municipalily asserting jurisdiclion "l nol
issue a buliding permit far any residential unit within the development withaut proof ot payment
1. The Developer will submft to Spokaae County a short plat tcnawn as SP-1057-96, of the sums rcquired under thu Agrcement. ProvldM, however, that should Spokane County
morc pacticularly describad in Fxhibit 'A' altachod hecetu. Thit pmposed devdopment is rctuse to cequim the payment provided herein as a wnditian of obWning a building permit, ft
laaled in an area which is ssrved by the Utstrict. panies agrea to negotiate in good faith an aiternative callxtion process.
2. SP• 1037•96 will conWn elther orte new single family rc9idrnce or one new dupla 6. hGtigation payments shall be used as fol lows:
which. upan compldioe, may genem►e new studrnb which will iuvo an impad on the District's
apiml facilitfes. A. Paymenls shall be hetd in a reservo account and shnil de expendaf to fund
' the District's capital needs which aro reasonably necessary in orda to
3. 71ic District 13 currenlly operadng over Ils capaelty and witl conQnue to do so mitipte the impad af the (ncrcas~ in swdrnt popuiatioa due to the
when SP•I057•96 ie fully developed unleu additianal student housing is provided. ; development of SP•1057-96.
4. The District das not have facilitia avwlable to aaommodate the addttlonal B. IMe pay'ments shall be exprndaf in all cases aithin live yean of District
sh►dents generated Dy the proposai develepment. coUxdoa; and
S. A dispute has arisai betwan the parties u to the steps which should be taloen by C. My payment not expendad within fivo yem oi collation shall be
the Deveioper to oftut the impact this developmrnt wil) have an the Dbtrict. In otda to ' rcfunGed with interest at the rate applied ro judgements to the propaty
rcsolve this dispute, the parljes have 3grced as failowr. owncn of raard at the time of the rcfund; howevet, if the paymtnt is rtot
apended within five yean due to a dday solety attribucable to Ihe
NOW, THEREFORB, for good and valunble cansidecadon, the reaipt and DeYelopa or builder, the payment shall be tetunded without intecat.
sumeiently of which is hercby acknowlodged, the paafes agree a: foilowa;
7. The pania acknowledge that the pravislont of this Agrecment may be af[odad
1. Dcvelopa anJ the Dlstriet agtce Ihnt thie Miugation Agnxment is a valuntiry by action of Spokane County In cennmion wiih the approval of SP•1057•96, The pawa agree
ngrcemtnt wh4ch is roaonably neassary in order lo mitigate the dirat impast on the DisMct lhnt if Spakane County fails to approve SP•I057-96, this Agreement is null and vaid.
of addidonel studenb which wi11 be genernted by the developmait and for which thae is no
appropriale faci1ida lo house such addillanal studrnts. S. ne mitigation fa per unit shnll not be incrased or reduced for a paiod of tluee
yan follawing approvsil of SP•1057•96 by Spokane County. The final plat shall provide a
2. in e:chartge tor the promises of the Dislrict as canl~nod in lht~ Agreement, covenant on the fare of the plat for the paynunl of the mitigatfon for ach lot fn the linal ptat
Devdoper agrea to make payments to the D'utrict as spocifiad below, as provided by Ihis Agrament.
3. 'Ilm Dtslciet hereby agrea Uhat the perfocmance of the eonditions in thii 9. The terms and conditians heceun0er shall be adepted u a ccndidon of Mal Qlet
Agreement by DeveJaper ahall constituto mitigation and ottset oF adverse impacts of the approval af the development,
pn`posad dcvelapmant lo the Districl. Nolifisation will be given to Spokane Counry by the
Disdict thnt impacts to the Districl fram this develogment have bxn miugated at a roult of Ihb 10. 71ie Disirict shall eaocate any dauments to reiase the covenaat descdbed in thu
Agmeme"t• Agnxment, if nquired by Develcper or hu suaessors and assigns upon satisfacion of paymeat
under this AgramenL 4019343
I 11W P+ l: I ef S 4019343
' TI~14 I Q1~N1I4% II;SU ' ~ Pip; t cf S
QlIIIlIm II:S~
, n~t~ rCh si~.oo s;dc" co, a
I 1~~
INLAND PACIFIC ENGINEERIN.G, INC.
~
O.ctober 18, 1996
Mr.. Dave Berto
Spokane County Engineer' s, Of f ice
West 1026 Broadway
Spokane, Washington 9'9260
RE: SHORT PLAT NO. 1081-96,
Dear Dave:
Enclosed_ for review for final approval, are 'two copies of
the -referenced draft fina-1 short plat. The -enclosed check
for $100 is the plat check fee. En'c-losed a_lso is a copy of
the plat cert-if icate and a signed Fee Agreement.
Please call if you have any questions. Thank y.ou.
Sincerely,
INLAND'PACIFIC ENGINEERING CO.
l'
c a~el E. Mo re -
MENt / wp
-Enc. "
707 West. 7lh • Suite_200 2020 Lakewood;Drive • Suite 2U5
Spokane,lNA°99204 Cceund'Alene, ID 83814
509-458-6840 o FAX:.509-358-6844 208-765-7784 • FAX: 208-769-7277
~ S P -)I i< C c:) u NI' Y
c A N ~ r
OFF1C E C)F Tf tE (_oLNi'~' ENC;itvF.FR • y A UIV1SlAN pF `T1 iE PUBLiC WQRKS UEPARWENT
Rnnald L. tiarmann, i'.E., Couiity Fngiiieer nennis M. Scott, P.E., Director
AGREEMENT TQ PAY FFES
ENGINEER'5 ACGREEh1ENT NIJ11bIBER 6P IrL&I
This agreement between Spokane County aiid C1 ai re Pennel ,
tuame oi person)
wI1nSe {tlte!'eSt tIl ljle pfO,jeCt IS .~nc~r i,e. ' Wntir, agcnt, rtc.)
is eiitered into tliis day oF , 19 ."i'liis agreerilcnt is applicable to ilie prpject
kiiUwri as: Short P1 at No. 1081-96
tpraject aooress ar inename & tnt nomotr)
That the individuals and parties named Itierein as liaving an interest in the above described property or project
agree to the following:
1. Reimburse Spokane Cnunty for project review and inspectian fees as specified in Chapier
9.14 of the Spakane County Code. The fezs will be based on aCtual salary costs incurred
lay Spokane County far project reviews and / or inspections plus a tell percent
aditiinistrative charge, and will be billed manthiy as accrued. Any billiiig arnounts due,
includiilg any expenses incurrecl iii tlie callectinn nf ari uverciue account, must be paicl
prior to tlle Caunty's acceptance nF tlie project for filing. If apraject is approved and/or
filed with a balarice still c»viiig, ilie unpaid balance shall be paid within 34 clays of tlle
invoiee date.
2, 'I'he unclersignLd agrees thac Iliese fees are due and nayable upvn receipt nf the billiilg as
specified above, ~
3 Atiy invoices not paid w'ttliin 30 days ol' tlie invuice Ja(e will be c:onsiderc:cl clelinyuent.
1(' aiiy tiutstanciiiig balarlce nii ilie acc:ount foi• this prhject 'ts not paid witltin 30 days of
the invpiCe clate, no further reuiews c}e the project dacucnccits will be cnnducteti ucitil ilie
entire aecoutit balailce is paict. AnyA balarlce on ilie account For tliis rroject riat paicl
witliin 65 days uf ilie iiivnice cfate i»ay result in legal actioii ar che initiatian af other
colleetian practclures, includirig refeccal tn a colleetinii ageclCy. The Spoilsor wiU be
liable far any and all expenses incurred by the County for ilie cn{lection of overdue
aCI:UUIlIS.
-t. 'I'he manthly billiclg sliUUld be sent to the atcecition of:
N,'1ME: C1 ai re Pennel
ADDRESS: 19109 E. 4th Ave. . ~
CCI'Y, STATE: Spokane, WA 99016
ZIF CnDE:
p~iONE (509) 924-5293
I unclecstand that failure tn pay tliv-se fees may result iii delay in crnnpletinri hr approvai hf ihe project or ather
possible satlcLiasi5,
0 !f this fee agreement is completed by someone other than ilie Spnnsor (i.e., the project
owner ar a principal in th • fircn sponsoring the project), sucli as lhe Engineer designing
the project, tlien written iuttiorization from tlie SPansor speci#icatly authorizing th
Agent lo exeetite tliis Fe+- Agreeiueitt is at ched Io this Pee A nent.
.
_ . /
SIGNATt RE 13y: eZa4-
~
(PRlN NAME) 1tk:TURN YELLOW CnPY TO SPOK.A VE COUNTY ENGINEERS
1.`.p~Pagre:mcn fec 211J95 -
1026 %1~ flrrlve •`~~•••~an~~, l\ \ tJrP6() 0 170 •(S(19) -156 3600 f'A Y f5091 3?,l 3178 'I'l M (r[lhl V)A z i4r.
2to r
e ~ ' ~
19g6 - ~
C
p~ REQUEST FOR DESIGN DF:VIATION ,
. , _ P•~• _ _ _ . _ _ $30:00
w~
.r._._ nA~
ROAD NAME f,L cRPIRID, #
NAME OF PLAT Pq1wg/ Plat # SP S0&-9 ~
ADDRESS OF BLDG
NAME OF BLDG PROJECT BLDG# B9 S~O T Rjg~~
FEDER:AIISI'ATE PROJECT # PROJECT LIIViM
- EXISTING CONDTTIONS: PROPOSED IlViPROVEMENTS:
ROAD VJIDTH
ROAD SURFAC:E 2. ~ ~ p ~-r1 G"G S T<, ~/~GP or~ .~G S T~
AVG. DAII.Y TRAFFIC zO
Curtent Traffic Count Design Year Traffic Count
~"a4
PROJECT DESGRE'IZON /D»/- 96
.7~j Gt CG4.~Ld_ ID~. ~.t,. 7~ e)o~kc~) lof u~, Al Cuf accc:
PROPOSED DESIGN DEVIAT'ION yicZ, fio44Q7jy f}yej✓'l.a6,0
"
, 'y-~ '
~acG~ ~PC_ ~'lnr°? ~p 5CC ~ /4v~ a~ f)iYe ~/S~in 1?GN~I~~~~'~~PGqI , - • r q: i~~ Jli.~_ .
a 'eMilDrztr <~r,~ {~:[~~Zl R•Z. . I~,~~c.eSSmF. ~ :
JUS'TIFICATION:
~~ion ~ p~Y ~fi~ ~ S~G~7'/1Y) ~,1G ~~'('r`j~S T!'LOC 1~7oI°) t~►-r _
i/~fj'~A 2~:A 7'
;AA_ 6'
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~ ~ ra r V h~020-11r r -1,~y8r( A,25, &-tst
✓ ~ { .
~ QFC 0 3 i396
bru
~
SUBMITIED BY ~ /12ew
C_ DATE ADDRESS 7D rI ZIP CODE
i PHONE #
•"~''i" ADMMSTRATIVE VARIANCE FEE OF $30.00 PAID TO SPOKANE CDUNTY ass~.s•
F~JNDS-
o. ' ~ f r`' ? jF3 •REQLJFST WILL NOT BE REVI 7~_
!
CASH/CHE # RECEIVED BY . _ ~ DATE
t1vl~ldaian.de~/93 r
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C4
4070784
Page; 1 of 2
~ ~ 01011997 03;29P
N $0.00 SpokaRe Co, WA
Return to County Engineer
Right of Way Department
DOCUtiENT TIZ'LE : NUTICE TU TtiE PUBL'IC NO. 9
GR1iNTAR: CI.ATRE A. & LAt1I2A P. PENNEL
GR1lNT'EE : SPOKANE COUNTY
LEGRI, DESCRIP7'IAN: PTN. 4I' IDT 14, BLOCK 21 CORF3IN AL7DT'rION TO GRk:ENACkE5
AUDITIONAG LEGAL DE:SC:RIP7'IUN: ON PAGE `l
ASSESSOR'S TAX F1lRrEL NUMBER: 55202.0117
ROAp NAME & NO.: sEcocvn AVENUE Np. 2291
SI'UKANC C.'UUN'I'Y 1)IVlSIUN Uf !'sN(ilNL'sE1tIN(i
Srakaite Cotiiiiy, Wasliingtuil
I
NU. 4
NO'!'ICC'!'U I'tIL I'UIIL[C; '
tN Z'Hii MA'['i'CR UF AGttECMGN'I' WAIVING PIZO"I'ES'l' 7'O rU[ZMA'I IUN UF ItUAU IMPROVEMENT
UlS'1'R1C'f: KNUW ALL MiC;N f3Y "ttlCSL-* t'RCSEN1'S,'I'tiat CLATItE A. F'ENNEL & LAURA P. PErlNt;t,
husband and wife,
being tlie owners of tlie fultuwiiag desci ibec! Iands iii cunsiclerAtion of Mutual I3enefits ln be 1►ereti[ler derived do .
for tlicinselves, Itieir Iieirs, giaiitees nnJ assigits, ltereby agrce lo tlle fullowilig:
7'Iiere mny be n iieed iri tlie [uture to construct a Public roeJ to serve Ilte lands hereiii described. Seid toed shall
be consttuclecl in ac:cordaiice witli Ilie tlieii aclnpted Spakane Couuty RuaJ Staiidards fUr public rouds. Seid roud
to fullo«►, as tiear as riaclieable, Ilie existiiig County toncl riglit of way.
If eclditioual riglit of way is requireci, liie nwiters, tlieir lieirs ancUur assigiis ngree tv deliver to Spokeile Counly a '
prnpcrly sigiteJ and execuled Itig1it of Way I)ceJ covering llie rec1uilecl aclJitional rigllt of way.
The owtiers or seiccessors iii isiterest agree Ia autliurize SNokaiie (:uuiity to iiiclude tlie lseluw desCribeJ ptoPecty
in a Road liiiliruverneiit Districl (ltil)) nrtd tv suppurt !!ie foliiinlian of a Run(l lniprovenienl Aistrict for
improveiuent of llie rand(s) ctescribed beluw by requesliirg arid autluii ixiug Slrokatie Cuurity !o plece Uiejir neme -
on n retilinn for funnaliuii of a Itaud Iiiipravetnenl Districl pursuaiiI tu RCW 36.88.050, nr by rrryuestjng atid
autliorizing Spokane Cnuiity !o cast Ilicir batlot in favor of a RIl7► beiiig furmeJ wtclcr Ilie tesotutinn melliod
rursuant to RC;W 36.88.030, nncUor by not filing aprnlesl agniiist llte fatiiiplion of a R1U being furnteJ unJer ~
tlie aIlernativc resulutiuit nietliaJ providcd for in ltCW 36.88.065 a»J Chapter 35.43 RCW. .
I[ pit ItIU is propnsed far improvement of ltte ruaJ(s) eiescribeJ betow, said nwuers mid successors furtber
osrec: (1) tlint llie itiiliruvements or cnnslttactinit enntemrJated witliin tlie proposecl RID ere fee9ibte, end (2)
Iliet tlie beiierls Iv be clciiveJ fruiii Ilie formation of Ilie RI[) by Ilie praperly incluJcd tlierein, togctlier with tlie
' arnuuat uC alfy Cuuilty i»rlicilmtioll, cxceetl Ilie cost niiJ expense of furtnalioti of Ilte It1U, aoiJ (3) Uiat tlie
rropecty wi(ltin tlle rralloscJ !tl[) is stelYicieittly developeJ; pruvidecl, tlie nwners nr successors sliafl retein lite
riglit, as auttiorized uticler 1ZCW 36.88.090, ta ubjecl to miy assessrtieiit(s) on tlie prnperly as a result of Uis
improveniejils called fur ii► cuiijuitclion witli Itie fiirtna(ion of n it[I) by eillier tlie petitiuu ur resnlution melltod
undcr Chnpter 36.86 RCW aiiJ to nrpeal tn tlte sunerior caurt the decision of tlie I3oard of CoutUy
G'olifiiijssinnets coii(irfiling tlie (inal assessniciit rall; penviJed fuitlier, il is tecogiiizrJ llinl sctuAl essessmeuls
ttiay vary fi•uiti asscssiiieiU estiiiiute su luns as tliey du jiut excecJ a figiire cyuul to tlie iiicceased lrue and foit .
value tlie improvenieut adJ tv the propcrty.
By allowiiig u builJiitg pciinit to be issuecl on rropetty liaving nccess froni aii uniiiaiiiteiuec! Cuunty road,
SpokEUte Guuiily nssuiiies no abli6atioii fnr saicl rc»J, atiJ tlie owuers IicrCby ac:knowleJge t{iet tlie County Iias
iio ouligatiaii of aiiy kiiic1 or uature wliatsuever to establisls, exaiiiiiie, survey, cunslcuct, atter, tepair. impcuve, ,
inniiitaiii, pruvicle ctenittn6e ar siuow seiiiovnl wi sniJ roaJ. 'l lie reqitireineiit is t+iict slipll rtun witli the land ancl
sltall be biiidiiig upoit tlic: uwitcrs, 1licir Iicirs, successurs or assigits, unitil saiJ tuaJ is jmptnveJ to Spokeuc
County Roacl Slandards and accepted by tlie Cnwity fur uiaintejiaucc. .
PAGE -1- ~
. ' ♦
4070784
Page: ? of 2
CPO Eh~ 01 ~21 i1997 03:29P
K 50.00 Spokane Co, WA
o Tlic undersigncd mw»crs, tlieir iieirs, successors nr assigns hcreby rciensc Srokanc County; enci all its ofTicers,
emplnyees onci ngetits fioni any responsibility ae liattilily far nny damnge whatsncver to the hereinabove
descrihed lands and imrrUVements tlterenn as a result of allawing a brii{din6 perniit to be issued vn properiy -
wliich is served by a tiiniiinintaiiiecl Caunty rand.
'Chese requircmenls are ncut shn11 rtm wilh llie 1and and shall be bincling uro» Ilie owners, their Iieirs, successors ,
oc assigiis. Tliis agreerneni slinll cxpire ailer ten (10) yevrs frum llie clate of execulioit below.
The above conditions and covcnanl nrrly to ilie folluwing descrihecl property:
PUItI'iC)N OF ASSCSSt)RS ['ARCCL NU(S).: 55202• 0127 , .
J1 PCaRTIC?N r1r LC)T 14, gI.OGK 21 OF CCIRBIN AnDITT()N TO GRE-ENIICRES AS PER FLBT
TfIEREOF RE-Cf?RDEC IN VULUMIE "S" C)r PL11TS, PAGE 30;
.
EXCF.F'r '.CFiF EAST 134.00 FEET.
AI,SO EXCEPT THr WrST 75.00 rEET OF TIIE SO[ITEi 325.00 FFET.
AI,S() EXCEPT Tfi1; NCaRTH 2 5.0C1 F'EE7.'.
I,Oc:ATED TN TIiF. NOEt'rHUJCST QUnRTER OF SECTION 20, TUWNStiIP 25 NORTII, RAWGE 45
F.AST, W. M., SITi1ATE IN THE COT1NTY OF SPOKANE , STATE OF WASHINGZ'C)N.
IN WITNES3 WHEREOP, tIE' have hereunto eet OUR hand ( e) and eeal (a) thie day
•
-
• of JAIVUARY , 1997
. ~
~
CI,AIRE A. PEt1NEL ~
LAilRA P. PENNEL,
9TATE OF WABHINGTON )
CaUNTY OF SPOKANS ) ee
, On thie day pereonally appeared before me ~~IRE A. & LAUFtA P. PENNEL
peceonally known to me to be the individual(e) who executed the foregoing
inetrument and acknowledged the eald inetrument to be the free and voluntary act
and deed of eaid lndividual(e), for the uees and purpoeee therein mentioned.
Oiven under my hand and eeal thie /P~-day of JANUARY , 19 97 .
HVar~ Publ ia ~
NGTARY PUBUC in and for the State of Washington,
'
* PORTHE STRTE OF WASHINMN * ree iding at 3pokane.
• * qAYMOND T. MOON
~ MY COMMIS3tON EXPlRE3: *
- * JUNE 21, 1997 *
•~fi~~# #*fA*~~~r~~~tii~~~t*~♦
. etormdel/forme,7
~ .
At- a llfl 91~
YARIANCE # APPI.ICIW7'8 NAMF L~J M__
' C3L-DG, # _
OTHER MAILING ADDRh,S
, S Z= d , '1' ; R ~ - - -
PAItCEL # 5 S ZCJ 2.. Qj 7--o 7 PHONE - HOMIF
ROAD NAME J&CQ Ald C'= PHONE - WORK 45a9P3
'nie toUowing documents are needed before.t6e'.Spokane Gounty, Engineer's Depa'r-tment can.begin processing your
variance or building,application as -approved. (509) 456-3600,
.
~ AGREEMENT TO- PAY ~FEES 6ave been collected..
RECORDED COPYOF DEED, -DEED-OF_TRUST, aontract or conveying,instrument: 'Ibese` may tie .
obtained fcom the_ County Auditor, 2nd_ Qonr oUthe Courthouse. _
~ LEGAL'DESCRIPTION,.of youc access- easemenL A LIST*G -OF NAMES'of iadividuals who virilt be'signing >the,,docuaients. 'Ibese individual- aames-
snould 'appear as° t6e persoa(s) legally sign their Aame: `
r~g' ' *4 r
~g02~4'
~ A CUItRENT ASSESSOR'S MAP Wbich depicts the- l"o_cation of your- property.
OWNERSHIP MfICRO=RiJN. 'Ibese may" be obtained 6tiin the County Assessor"s, Ist floor; of the
'Courthouse,•-Je6erson entraace, 2nd daor on the left. .
'I7ie nec.essary, documents will`be prepared .by the Engineer"s Department, Right!-oF Way Section, upon ,pravision,of
tbe: iriformation , noted 'above: You will be aotified when the documeots are ready for,signature. The documenLS may
be sent to you, boweyer, TT SSOULD BE.'NOTED TSAT ALI: 'SIGNATURTS MUST BE, NOTAItIZED. The
Eogineer's D:epattmegt does 6ave notaries available,,if y,ou choose fo sigii the documents •at our office.
~ lease caU whea;read-; _Please mail wben ready
~fq,.l~ler v~o . - ff f " ~'~p6c.
y5 -
Notice to Pu6lic Right-of•Way, - -
-
c o ~o *r~ foR c~~'cv ~ ,/~~~s 416ar-D ~fz - 45~0 g7 7
_
-
Itight-,of-Way, Agent _ _ Forvvard to .you from . . &4/,0
k~pU~notix.192 :
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• • ~ ~ , • • - - ~ . - • C`• . , , _ ~ . - ' , '
- . . • ' . • . • ~ ' . • • • ~
~ _PtAIRE A.,PENNEL ' ' , ~ . ~ 4 8 3 3
~ LAURA P. PEN,NEL ~ . ` ~ : • ~
19109: E. ,aTH 924-5293 19-t~ fo~ . . . .
GREENACRES. WA 99018 ' . ' t~ . 1250
~ t0817MD03
PAY TO TME $
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RECEo P. ~ Dc~t% 19 ~ Received From Miz;
L
j~*dress Z241 4t na`
~.1eco C1 f Dollars $1CrC--(t;
For C-ZA4A ~-0 c ~ f r~'
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.REQiJEST FOlt I)ESIGN DEVIATION $.30:00 e - - - -
DA'I8 16h~_.~._
ROAD NAME ~j)UA_ _ - _ _ . .w CRP11W #
NAME OF PLAT pr4pe_ Plat # y- /md-`l r,.
ADDRESS OF BLDG
NAME OF BLDG PROJECT R4~5:7
FEDERAIJSTATE `PROJEGT # PItOJECT L,DdI'I'S -
.FjXtSTING CONDITIONS:- PROPOSED IlVIPR'OVEMENTS:
ROAD WID1'H
RoAn suxFACE 2. Ac P ori ~ "G S TL C, S 7-e.
AVG. DAII:Y"'IRWFFIC zo
Current Traffic Count .Design Year Traffc Gountt
PROJECT DESCRIPIT oN _5-P /03'I/- 9(o C,,qw.<,r -IQ-
--~'.~.tt P nyJ
_6MA114A.,fa aGcc~ 7'1x- -11)4.km /v Al 4~r rC=~f~ilC r~ , cC4A~~. . /s ac~.e~(
PROPOSED.DF.SIGN DEVIATiON y~" u
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►
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raad 5~v_+7 f1r"t -
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NSTIFICATION: • ~
- - - ~~_•'on o~ - i' • d SeGhhe) -ai-rd ~"r't/NT; T7oa°1 =
.
~ 1~6t~ 7 'f a-~iLi~e!!! L' ,77b/r-twc.-IC/i
r~?,~,tA-9
4b f!~.dA_
RillrM,
~ ~ _ . L-
- ~ aEC 0 3 1996
SUBMTI'TED BY ~f:p/~~i DATE. 1511~el'.
ADDRESS TDWi 7At-vie :ZIP CODE
, .
PHONE # J509) 4eS -c
UNTY easofso.
~sasss AD- - - bEMIRATIVE. VARIANCE FEE OF 530:00. PAID -TO 'SPOKANE CO- - -
2J
-ItEQUEST WIL'L WO'I' BB - . O FUNDS-
~ ~ ~+'F3
CA,SHJ . # RECEIVED BY - - - ~ DATE'
-
- . ~
tlpltldts ~ a+8/93
~ VESIGN- DEVIA►TION~
~ - -
,-STAFF-RECOAM1DA1RONS
APPro~ved; AP-Proved ~ a/conclitions Not. Approved
- ' ~ Fioject IVLaneger, 'Date
: -
- -
' _ - / -
~ - - -
. A,pp;raveii ApPioved wiconditions Not ATraved
Planning `&'Traffic:-Engineer Date
-
i?f~ -
:ApProved Approved w`/,conditions Not --APProved* .
Project:Management Engiaeer ~Date
APPraved Approved w%'c.onditions- I3ot Approved
_
Qpeiations, Engineer Daie
SPOKANE: COUNTY ~1GINE~R'S ~
~ DLTERZVSINATION:- ~ . .
_ o. . _ . . a_ _ . _ , _ _ ~ . - •
Approved- wfno oonditioas APPra.ved; as- reo.ommended.ebove.7 - ,Not~ APPmved ~ _ _ _ , ° _ . • ~
_ - ~
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Sporane County Engineer `Date
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' -121,03/86- TUE. 08:46 FA8• 509. ,1125 SPOKANE VALI.EY F-IRE ;.f 1Q.001
, { • _
. . sPOKAtVE vALLEY FIRE 'DEPARTIVIEIVT
, SAokane County F/re Protectlon D1strctNo. , 1
,1031,9_EA9SMACUE AVE. ~ SPOKAWE. WA'992V69676 o (5*42&1ft • FAX,(50~ VZ7•2a27
_ Cw.
DeCembet 2-,
,
13
, . _ CC:11stlndtiats
JohnTodd ~ .
. Department of Buildinq, & Planning -
1026 Mo sxoadway - - - i ~
Spokane, .WA 99260
~
"RE; short Plat .
SP-101817'96
-Dear I4ir. Todd:,
The_ r@qufrements of the Sp.okBne Valley 'Fire Department. have
been met for- this shor,t vlat. We have on'tile the requfred
turnaround- 8rawf ng o ,
,
sfnce . .'y'r
e `ller:,
F - -'e Inspector
xiK/ma
, - of PosY-1t° Fex Note' 7671L #44 . To; ColDept;
onong r , et+a~;o ,gz<~ ~7 t!a
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Fex ~ - " " _ Fax p
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ILAND PACIFIC R E C E IP T Date 2
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19
;a ~ YOUR INV( Received From (~0 E~ f, -
.
, Address 71.-1'7 //1 7~?,41I.-)l? o
Do!lars $c~~
FOt
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AGCOUNT HdW PAIO
wCCOUM ~ ~H
AMT. PAtO CKKK ~ .
. ~
flAWNCE MOT:EY 6
ORDER Y _
i
~ SKa08 rdDpQVI f
;r a SPOOOb SFM":ANE COUNT°f ENC T NEERE Check: 1 191 -
INLAND PACIFIC ENGINEERING CO., 1NC. 11916 °
707 W. 7TH AVE.. SUITE 200 WASHIHGTOIV TRU8T BANK
SPOKANE. WA 99204 sFOKANE, wa 99210-2127
(508) 458-6840 2"1251
0582701
DATE CONTROL NO. AMOUNT
1 2l o2f'96 11916 ***THIRTY APJD IdOO100 DOLLARS##*
E
:OF SPOF`,AjUE CQUIVTY ENC'j I('r ZRS (NLAND PAClFlC ENOINEERING CO.. IHC
GENERAL ACCOUNT
~
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A~fiTHOR'IZZSED StCsNATURE ~
1110 L i 9 i 6+I• j:1 25 L0008 9i: 100 9? 6 4 L 4 311•
oS=CtJRIri FE.STURES INCWOED. DErAILS ON 13ACK. o
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Spo,kane Cou:nty..Staff Review Chec~ist
for
Pre-Submi'tfal IVleeti ng
Project Name: 5- zp~- 106 l Project Number:
Project Sponsor: C.1 a-i%rQ- PO,.&J_
Sponsor'.s :Engineer:
Design Fit171: ~ ~ ~i%L¢~r EIIgilleer: 2ru-C.4-
-v
Meeting: Date: -,1 / 99 ~ Meeting Time: ffa (o
. ,
County StaffPresent -at Meef'ing: Daa.... 'O:ther Meeting, Attendees:.
nameJiepresenting- ! na.me/representing
nameltepresenting. nanielr`epresenting.
The Following;Items=need,to be Discussed w/,the,Design Engineer
General Items
1: List.-certain, speciaL requirements, listed- in the C.onditions, of,Approyal;. EIS,-or-1MN5.
11r• ajo' - w4.~y~ 'rrct-~=- -
description ~ -reference.
4( 49
description- P zeference
j 99 5 1/2D.J 'S4' - _ - E~-. *~5
.
descripd',o~ -reference.
PL4c61i L -4 r ~
~r~Te.. •Ybud. "~i✓ pZ. - _AYe.. /r~ I _ E-cr~•
description refereace
/-XAf0uc~ ~O• f o ~ ~tc-Cst~G oc- ~.1~ L~"'9.~ , Fn~'. ~rQ. /r(-
description refeiaice
2: Include Standard Plan notes-. in the, Road andi: Drainage Plans.
~
Road PDaas
1. Road Classifications and Design Criteria.
1 412 43 ~ #4
Street Name
Classification Pn lrdl~- Rd . '1AA, &O'C_ p1w I
~
Roadway Width, W
Minimum right-of-way vvidth i ~ •
5U ;
see aote (1)
6 I I i ,
M"in. Horiz. Curve w/ super
',i
.in. Horiz. Curve w/o super
~
General Land StopelTerrain
; i
gn Speed, mph
Desic
Curb Type & Clear Zone
` (see Sec. 3.15) I
Sidewalk required? (yesino) No
LNote (1) Additional right-of-way may be given by the Sponsor.
Discussion: ~ yv~ W %J~. -k A~v~ ~ PJ • i
;7 4r.., n ~A( w r2,c_ 0 r4j .
a
Q , 46 rw.4 ~ «.,l S~ c) 3 •
2. According to the Design Engineer, what is the maximum number of units which will have
access from a single roadway? t) k . Vhat is the max. allowed per Sec.1.03?
3. Minimum intersection spacing is 300' for along a Principal or M'inor rlrterial(per Sec. 3.04),
and 150' for a Collector or Local Access street. What spacing is provided for this project?
4. A.re any off-site slope easements needed, or off-site right-of-way acquisition needed? If so,
describe.
~J
r
5. VVhat type of turn-arounds are needed? (i.e. cul-de-sac, hammerhead), etc.}
Street rtame Turn-around Type ~ Location
c
~(S 'P6
; a
6. Road Surfacing Requirements (Sec. 3.16)
a) What method in detenmining road surfacing requirments does the Design Engineer propose to
use (i.e. AA,SHZ'O Design Method, R-value, County thickness table, or other)?
b) Provide the Design Engr. a copy of the Soil Sample Procedures, Design Report Format &
Alternate Pavement Design Table.
7. Does the Engineer plan on applying for any Design Deviations? If so, briefly describe below.
s v<~'r c~~.Q • l~~~' ~
~ , n Q vr
Storm Drainage
1. Basin Map
a) Did the Design Engineer bring to the meeting a basin map? ~Jo . If so, does the basin
map show topography and sufficient information to be useful? .
b) Does the basin map depict any contributing off-site runoff flowing onto the property? ~
Does it appear to be correct? .If not, expiain.
c) Is a site visit needed to verify the basin limits? _N
Schedule for: .
2. Is the site located within the Aquifer Sensitive Area (ASA)? What type of water
quality treatment is proposed by the Design Engineer?
3. What subsurface invescigations, if any, are needed with this project to make sure the
proposed disposal process Will function as planned.
I • f
~
4. Are there dowastream conditions which will affect the design of drainage facilities. If so
describe possibte mitigative measures.
5. Is maintenance access provided to each '208' swale or drainage pond? If there is something
unusual, what requirements were given to the Design Engr.?
6. What does the Developer/Engr. propose for providing for perpetual maintenance of the
drainage facilities? Please briefly describe proposed mechanism, and what is needed to
accomplish this.
7a. What Design Storm(s) should be used in the course of analysis (i.e. 10-yr, 50-yr, etc.).
7b. Is a Detention or Retention system proposed? Please describe.
C17 wOL ,~rw~~J ~
8. Are Erosion Control Measures required with this project. If so, briefly describe applicable
requirements.
Any easements rreeded outside of the plat bourrdary, for drainuge or other, are to be acquired prior
to road and drainage plan submittal. The Sponsor or Spo?rsor's Engineer sharll provide separately
a legal description and Title Commitment (or similar proof of ownership) of the affected parce!(s)
for the proposed easement.
Note: Provide a copy of this completed clocument to the Design Engineer at the end of the pre-
design meeting.
filename:PceDesign meeting
VAI2IANCE # ni'i'i_iGnrv'I'S N/\Mt=-
13LDCi #
n~~~~ ~ p LOV" ~ MAILiNG /1~IUtiES. ~.,L~
S~ a . T , It ~5~
• AuCUL # - ~ i %~:a~''.':~-t±a7.. „k `~`t~~,_ ~ ~-54~1 ~
. . . , . . . L . r-_ >,`~"1 ~"r~It!.!. - ~ . w` 54 ~
Ronp NaME ilug L PIiUNu ~ w;; K
~ v ~,,3
~
. . . . . . . - ~ .o.-
7l10 (opopwlpg documents are peeded beforc the Spql~~~~o Cqpnly 49!
neer'p pePstiment cap begia prpcessiag yvur
vqriaqRr. Qf puIlding appGcation as approved. (509) 456-36AU • -
. .
~ AGREEMENT TQ PAY FEES have been couecled.
REC4RDED COPY OF DEED# DEED 0EIR?a contrsc; ~r fqqveying inst(opteqt. Pese may be
pbtained Erom the Gounty Aqditor, 2ad pour o( the Caunhcr-;,q, _
~ LEGAL DESCRIPTION oE your aocsss epsqjaqt.
• A LISTIIVG OF NAMES of indivodufils wt,o wii'r ur. Jqe qoeMments. Dow lqdiyidual names• •
should appear as the person(s) legally sign t6eit name.
e, 4- & "F
~ A CURRENT ASSESSOR'S MAP w6icL depicts the location of your nroperty.
OWNERSS[P NIICRV-RUN. 11tese may bq vbtained from the Coanty Assessors, lst tloor, oE the
Courthouse, Jef[ersoa entrance, 2nd door oa the left.
1%
The necessary documeAts wi11 be prepared by the Engineer"s Departmeot, Rigbt-of-Way Sectioa, upon provision of
the in[ocmativn noted above. You wi11 be notified wheQ the documents are ready for sigaature. 'Ilie documeats may
be sent to you, howcvcr, IT SHOUGD BE NOTED TAAT ALL SIGNATURES MUST BE NOTAWZED. 1be
Enginecr's Department does Bave notarics availabte if you choose to sign the documents at our o[Cce.
_X lense call wlien rea~dy~p Please mail when ready
~ ~1E Qr ..~t. &C
~5a- 8'yNvticc to Public T RigVt-o[ Way
COMMENTS )vQ ~ cic- /CCJR (5'eCQ Ad /'T (16--
s
, ir"oA*g~~~1#`-~~"
.
AP
~
.
OF'FICE OF THE COLtNTY ENCINLM
SPOXANE COUNTY, WASHINGTON
TO : MICHAEZE. MMRE
FR(24: DAVF SER~O
nA : Octo2er 24, 1996
3IIBiTECT: EORDr:R EASF:M-EPJTa SF108I-96
The E{arder EaZtpm~?nts as Shr,wn hereon are hereby granteci to
Spokane and itc. authorized agents, ar,d to the public far
road pu~~p:!ses, inc1-uc? ng but not limited ta c?lrbs, sidewal ks,
drainage, signL3ge, and other usage deemed necessary by the Spokane
County Engii-neer foL• the ;afety and welfare of tha F~;lic. No fencA
vr pnrti-Q?: t.,he?"Qof will be construct..ed within said ea5ement wit-hout
permi-t-,sion or the spokane cc'icinty Engineer, nvz• will any objec:ts be
plz-tced in sztid easement trat would obstruct tne sight d.istance
nece~.,Pary foi~ sate atzd efficient vehicular movemenfi .Any other
easements granted or dedicated witP.? n this HoTder Ea3enment area
wiil ue s•, .oL•dinatg "L'o t-he rigEit3 c:raated by this pasAmAnt and aL•e
s*,.ibjAct to Spokane C attrty Engineers perntit process pr:ior to tasage.
nECLARATION OT COVENANT
In cansideraiion of Uie approval by Spokane County of 5p ~,.~~,Z.~ 9(,
(heceinafter referred to as the "Development°), die undersigned covenants antl agrees diat:
1. The sulxdivider/sponsor wlll coastcuct the private roads and essociated draLmge Pocililles in conformance with the approved ptans
on file in the Counry Engineer's Office.
2. A lot is served by a private road when: a. Ihe only eoad frontage for ttie lot in llie Development is on the private road, or; b. a lot
having froatage on moce than one road (pubfic or private) constructs an approach to ihe private road.
3. The owner(s) of any lot crealed by die Development or alternation thereof and served by a private road shall be responsible for
maintenance of said private raad, inclucling assaciated drainage fncilities in Confurmance with approvcd plans on file with the
County Engiru:ers oftice.
4. D1+laintenaner. fuianciag of the private roacls aric1 associated dcainage facilitles sbali be in a manner deterntiaed by the owners of:
, ' tAA47L S
b, ivate road; ~ U
~
ptri~v e~aad:
~
ameLl 6%V
d. I~ ~
t-cts Gt'a oF S-
~'S whlch Vro~US&S&CCIVD yV tG
5. ln the event suCh private road, including associated drainage facilities is improved to Spobane County standards for public sireets,
and the County is willing to accept dte dedication of such road and facifities, each lot owner shall execute any documents aecessary
to accomplisb such dedication.
6. Owners of lots within the Development wlio are served by such road. may sue ancl rec4ver damages and attorney's fees from any
! owner df any lot witliin the Developmcnt wiiich is sitliil:uly serveci who refttsed to participate in the road and drs►inage facilities,
Cqn.SINCllO[i. financing, and maintenance.
I 7. VIfAItiVITiG Spokane Couttty has no respoijsibitiry to build, iinprove, or »ioinuaiu or oilienvise service tlte private roads, including
u.ssociated drialnage facillttes, contabied ivitfdn or provlding service to ilie property desciibed in !liis Develop»teju. By accepting
illis Developmeiu or subsequeiuly by allowing a builcliiig perniii to be issued jor proyerty on a private ror:rl, Spokarie Counry
ussumes no oZligation for said private road wul tlie oivilers hereby ackiioivleclbe lleat tlte Couriry hns no ob(igatfon oJany klnri of
nature ivltatsoever to establfsh, extultlne, survey, cottstruct, ulter. repoir iuprove, nwintuin, provide droiiuige or snow removut on a
private road, or associutecl JraiRagr facilrties.
8. Tliis Cnvenant and agreement shall run with tbe land und shall be biuding upon tlie owner, their leirs, successors or assigns,
iricluding Qie obligation to pacticipate in the maintenance of the private road, aad drainage facilities as provided herein.
OVIVNCit
OWNER
DATEO tliis day oF '19
STATE OF 4YASt1lNGT4N ) -
:
County uf Spoknne )
On ihis tlay persoitally appeured before aie
ktiaivu to ine ta be ihe Iiulividual(s) JescriGed in mul ivho executed i/ie ivitJiiii urul jareboiiig iiisrnunetu cuad aekrroWedged dat
he/slie/they sig►ird tIte suine us liis/Irer/i!«ir jree mul vulutitury uet utul cleecl for tIte iues urul purpuses i/tereiii stalerl.
GIYE1V UNDER b1Y NANU ANI, OFF1Cl4L SEAL ttus day of , 19 •
Notury PubJic in arul for ihe State
OJ WpSIil11gl01i. resicliag a! Spokane
►vjwcelaFr YMS
S 1? C-3 K "-AL N E ~ C O U N I' Y
OFFiCE OF Tf IE COUNTY ENC,INFFR • ADIvISIQN AF TI IE I'UBLIC WORKS DEPARTMENT
Rvnald GI Iormann, ('.E., Cauiity Engineer Dennis M. Scott, P.E., Director
AGREEMENT TO PAY FEES
ENGIlVEER'S AGREEMENT NUNiBER S-P zufr/
This agreement between Spokane County and C1 ai re Pen,nel ,
(name of person)
wliose interest in (iie project is or ~
W.e. iicf, agent. erc.)
is entered into this day of , 19 .'I'Iiis agreement is applicable tn tlie project
k,iowri as: Short P1 at No. 1081-96
(proJect 2aatt3s or rncname riie namoer)
That the individuals and parties named 1lerein as having an interest in the above described properry or project
agree to the following:
l. Reimburse Spokane Cowity for project review and inspection fees as specified in Chapter
9.14 of the Spokane County Code. The fees will be based on actual salary costs incurred
by Spokane County for project reviews and / or inspections plus a ten percent
aclininistrative charge, anci will be billed mnnthly as aCCrued. Any billing ainounts due,
including any expetises incurrecl in the callectinn nF an nverdue account, musl be paid
prior to the Gouiity's acceptance of tlie project for filitig. [f a praject is approved and/or
filed wilii a balance still owing, ttie uiipaid balance shall be paid witliin 30 days of tlie
invoice date.
2. The undersigned agrees lliat tliese fees are due ancl payable upon receipt of the billing as
specified abnve. -
3. Any iiivoiees not paid witliin 30 clays of tlie invoice ciate wilt be coiisidered delinquent.
If atiy autstandirig balance a» tlie ac:caurit fur lliis project is not paid within 30 days of
lhe invsice cfate, no fiurther rcwiews of the project docuinents will be ennducted until the
entire account balance is paiel. Any balance on the account for this prajeel ciot paid
within 65 clays of Ilie invaice date may result in legat action or the initiation of other
collection procedures, incluciing referral to a collection agency. Tlie Sponsor will be
liable for any anci all expenses incurrecl by the County for the collection of overdue
accaunts.
4. The montlily billing slioulci he sent ta lhe attention of:
NAME: Claire Pennel
ADDRESS: 19109 E. 4th Ave.
CITY, STATE: Spokane, WA 99016
ZIP CODE:
PHONE (509) 924-5293
I understand that failure to pay these fees may result in delay in completion or approval of the project or otlier
possible sanctions_ ~
CJ If this fee agreement is completed by someone ottier than the Sponsor (i.e., the project
owner or a principal in the firm sponsoring the projecc), sucli as lhe Engineer designing
the project, then written authorization from tlie Sponsor specifically authorizing th
Agent to execute tlus Fee Agreeuient is at • c:hed to this ,ee A nent.
.
SIGNATURE By: ~ ,
X, ~~i►~'N~~
(PR1NT NAME)
~
RETURN YELLOW COPY TO SPOK:ANE COUNTY ENGINEERS
k1p1i1ngreemen.fee 2/1I95 ,
1026%N, Broadway Ave. • Spnkane, WA 99260-0170 •(SQ9) 456-3600 f'AX- (509) 324-3478 °1 DiJ: (509) 324-3166
~ _CLAIRE A. PENNEL
- i.AURA P. PENNEL 4833
19109 E. 4TH 924•5293 ~ 19-10 108
aREENACRES, WA 99018
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BEFORE THE SPOKANE COUNTY DIVISION OF PLANiING
,
RECEIVED IN THE MATTER OT ) FINDINGS OF FACT,
SHQRT PLAT NO. SP•1081-96 ) CONCLUSIOIVS AND
JUL 1 7'I996 Claire Pennel ) DECISION
SPOKANE CaUNTY ENGINEER THIS MA'TTER, an applicatian for subdivision of land, from Claire Pcnnel and decided
upon, pursuarit to Spokane County Subdivision regulations, on the day of July.
` 1996.
FINDINGS OF FACT AND CANCLUSIONS
1. The individual signing below haS further been properly delegated the responsibility for
rendering the decisioa by the Spokane County Director of Build.ing and Planning.
2. The proposal is to divide approximately 2 acres in[o 31ots for 1 existing residence and
2 new msidential lvt or thase uses permitted in the Urban Residential-3.5 (UR-3.5)
zone.
3. Thc subject prapeny spans becween Second Avenue and Fourttt Avenue, approximstely
800 feet west of Hodges Road, in the NW 1J4 of Section 20, TownshiA 25 Nonh,
Range 45 E.W.M. Spokane Couaty, Wa.ehington.
4. The existing zoning of the property de.ticribed in the application is Urban Residentiul-
3.5 (CJR-3.5) zone. The subject property was previously established ati Agricultural in
1958 (File No. 376-58), and redesignated to Urban Resideatial-3.5 (UR-3.5) on
January l, 1991, pursunnt ta the Program to Implement the Spokarte County Ztming
Code. Pursuant to RCW 58.17.195 the nroposal dacs conform to the requir+ements of
the existing zone.
5. The Spnlcane County Camprehensive Plan de.Signates this area as Urban. The
development and uses. as propc3sed and canditioned are in compliance with this
categery.
b. Surrounding uks ranxist of residencinl uses.
7. The requited public natice wws pravided for this proposal and agencies having a
potentiUl interest in the project were notified and reeommcndatiAns solicited. lvro
comments were received from adjarent property awners.
8. The Spokane County Arterial Road F{an identifiGS Second Avenue as a Laca1 Access
with a future cight of way width of 60 feeL The existing right of way width of 50 feet
is not consistent with that specified in the P1an. In order to implement the Arteri~l R d
Plan, a scri~a of propeny S feet in width along tt►e Second Avenue fi~oncage shal1 .~:c
aside in rescrve as Future Acquisition Area (FAA). This property may be acquic+ed by
Spokane County at the tirrte wtten Arterial impmvements are made to Second A^venue.
In at3dition, the County Engineer hnti cletiignated Local Access Roadway Section for the
improvement of Second Avenue. Thia will require the addition of approximately 27
feet of asphalt along ttie frontage of the devclopment. 'fhe eonsuucuoa of curbing and
sidcwdlk is also required As conditioncd, the propasal cnnforms co the Plan.
9. The Spokane County Arterial Road Plan identifies Fourth Avenue a.s a Local Acress
with a future right of way width of 60 fccL The eacisting right of way width of 40 fect
is not consi.titent with that specifted in the Plan. in order to implement the Arteriul Roacl
Plun, a strip of property 10 feet in widih along the Fourth Avenue frontage shall be s$t
aside in reserve as Futwe Acquiaitian Arca (FAA). This property muy be acquired by
Spokane Caunty at the time when Arterial Improvements are made to f ourth A<<enue
In addition, ttte County Engineer has designated a Local Access Roadway Sectian far
the impravement of Faurth Avenue. This wi11 require the addition of approximatety 7-
9 feet of asphalt ulong the frontage of the develppment. The canstruction of curbing
and siciewalk is alsa required. As conditioned, the proposal conforms to the Plan.
10. The site is located within the Public Transportatian Benefit Area (PTBA).
11. The proppsed short plat will be served by a public water system. Wustc water dicpasal
will be as authorized by the Director of Utilitie.s.
~
FINDINGS AND DECiSiOh SP-1081-96 Page 2
12. The Central Valley School District has cammented on the proposed Short Plat. The
Discrict has indicatrd that existing schovl facilities are inadequate to serve the proposed
shoct plat and wishes to negotiate with the owner ro pcavide adequate capital facilities at
required by the Revised Code of Washington (RCW) 58.17.110. Review by County
legal caunsel indicates the condition rcquested by the School DistriCt can be cfequired for
developments. Approva] of this short plat should include conditions requiring thac
provisions for appropriate facilities be in place prior to recording the fiAal short plat in
the fnrm of a written agreement benveen the owner and the school district.
13. Recdgnizing the recommended conditions and Spokane Counry development standards,
appropriate provisions shot+ld be made to ensure the public heafth, sa€ety and general
vvelfare and that the public u.se and ►nterest will be servtd by platting the subdivision.
14. The project is exempt from environmentai review under the State Environmental Policv
Act pursuunt to W AC 197- l 1-800 (6) (a).
15. The subdivision proposal is generally consistent with RCW 5$.17 and the County
subdivisiAn mgulations, promating the public health, sttfety and general welfare in
accordance with standards estabiished by the ctate and Spokane County. The Division
of P1Anning has considered the provision of adequate pubiic facilities as cited in RCW
58.17.110 (2). More specifically:
a. crpen spaces f. sanitsuy waste disposal
b. druina$e ways g, parl;s and recreation facilities
c. puhlic and/ar private rights-of-way h. pIaygrounds
d. transit i. schools and schoolgrounds
e. putable water j. sidewmalks
DCCIStON
[3a.sed upon the above noted Findings of FaCt and Canclusions, Shart Plat Application
SP- I Q$1-96 is hereby Al'PROVED for five (S) years, Specifically to August 1, 2001, Subjcet
to ronditions notad below. This decision is CnAI unless appealed in writing, consistent with
adopted appeal procedures. All below eonditiAns imposed shall be binding an the "Applicanc."
which term shall include thr owner or Awners of dhe prtaperty, heirs, assigns and successors.
COUNTY AIVISION OF IIUILDING AND PLANNING CONDITIONS
1. The pmposal and future dcvelopment of thi5 prnperty shall cAmply with the Urban
Residentiul-3.5 (~.,'R-3.5) zenc, w; amended.
The final plat shall be dcsigned substantially in canformance with tfie preliminary plat
of record. Nn inerease of density ar number of luu; shall oecur withaut A change of
condition appiicativn submitta) and appraval.
3. The Planning Dinector/designee shaU ceview any proposed final plat ta ensure
enmpliance with these Findings and Conditions of Approval.
4. The preliminary plat is given conditional approval for five (5) years, specifically to
August I, 2001. The npplicant may request an extensian of time by submitting a
written request approximately forty-five (45) dAys prior to the above cxpiration date.
ApplicatiAn(s) for extension of time shall be processed under the provisians af Section
G of ChApter II! of the Spokane County Subdivision Ordinance. If the applicant
complies with the criteria of Section G, the preliminary approval and conditions will be
changed to reflect the adapted policy and development regulations at the time af the
extension application.
5. Three (3) eurrent cenificates of title shaIl be furnishcd to Spnkane Division of
Planning priar to filing the final plat.
b. Apprnpriate utility easements shall be indicated on copies of the proposed final plat.
W'ritten approval4f utiiity easements by appropriate utility companies shall be received
with the sttibmitl:al of the final p1ttt.
.
F1NDINGS AND DECISIaN SP-14$1 -9b Page 3
7. Pri4r to filing of final plat. she apprapriate road name(s) and street adciress(es) shall be
iadicated.
Ttte final plat map shall indicate by a clear. dashed line the required yard setbacks fram
a!i privace, "Traat X" 4T pLIbSiC [oc1d5, Tfie dedieation shall cantain the following
statement:
"Side yar# and rear yard setbacks shall be determinecci at the time building peetrnits are
requested unIess thm setbacks are specifically drafted on this Fnal ptaG 1'he setback%
indicated on tth,is plat may be varied from if propcr zaning aggrovals are obtained."
9. The Spolcane County Division saf planning sball prepam and record with the Cawnty
Auditor a T'tile Notice specifyutg a futwe Jand acquisition area for road right-of-way
and utilitics. 't'he merved future acquisition area Ttde Notice shall be rcleased, in full
ar in part, by the Division ofPIarining. The noute Shauld be recarded with the firtui
pIac and shrll provide the fallawing:
a. A strip af praperty 5 feee in width from the exisiing right of way aiong tbe
5econd Avenue fr+ontage is to be w.l aside as Future Acquisitian Areaa (FAA) for
attdicional road right of way.
b. A strip of property 1G feet in width from the exisrtng right of way along the
FourtEY Avenuc frvntage is to be s€t aside as Future Acquisition Area (FAA) for
additional road right of way.
C. r'uture 6uitding artd other setbacks required by the Spoicane County Znning
Code shall be measured from the reservcd futum arquisitian area.
ci. No required landscaping, parking,'2Q8' rareas, drainfielcf or allowed sm~r~s
should be lacated withih the future acquisikion area far coad right-vf wav and '
utilitle.s. if any of the ebove improvements are made within this area, they shall
be reivcated at the applicant's experse ►whcn roaclway improvements are malc.
e. The future acquitiitian =u, untii acquircd, shall be private propcny and rrtay k►e
ased a.5 allowed in the zone. except tfiat any improveruentS (such as
Iandscaping, parkingF surfuce drainage. c[rainfield. signs or others) sh-till he
ccausiderecl interim u%es.
f. Tlie praperty owcter shall be resptansible fcar relocaung such "interim"
irriprovements at the time Spalcane County makes madway impr4verttents after
acquiring said future acquisifian area.
10. A plun for water fa.cilitie4 ndequate fcar domestic xervice and rire protcction shall be
approved by the tivacer purveyor, appropriate fire protection dismct. Caunc}► !]ivisian of
Butldings And County Health Distnct. The aaencies will certify on the Water Plan,
priar to the filing of a final ptut, that the plan is in confamiance wich their respective
needs anc1 regulations. The VIJatcr Flan and ccrti#icution shall be drnftcd an a
tran4-purency 4uitable ror repctxitiction artd kc rigned hy Ihe pEtRt sponsor.
11. The water purveyor shall cottify that spprapriate contraccuaf arrangermencs, and sehedulc
af i.mprowements have been xtuicle w'sth the plAt sponsvr For construction of the waeer
systsm in accordance wlth the ariproved Water Plan. '1'he time schedulc shall gravide
for complOon of the warcr xystern and inspection by zhc apprapriatG healtfi autharitieS
prior tfl app9ic$tiou for buitding gFrmi[s within the Cna] plat. The arrangements or
agreements shalli include a grouisson holding 5pnkane County and the purveyar
harnle.5s fsom ctaims by any ibt purchaser refused a builrling permir due to the failure
of the subdivision sponsor to satisfactorily earrtgiete the approved water system.
12. The final pfnt riedicAtian shall contain che fnllawing statemenr.
"I"FRe pubfic water syskcm, pursuant to ttie Wmter Ptan approved bsr caunty and statc
he,alth authonties, the 1ocaI fire protection district, watec purveynr and Spokane County
Division af Buildings, shall he in5kalled wiihin Ehis subdivision, and the apglicant shall
provade for individuai damcstsc water service a.s ►vell as fire protecticrn to each [tractllot]
prior to sule of each [tracUlat] und prinr to issuance of n building permit For each
[tractlJoE]."
13. Na buifding permit wilf !e issued for any lot within the iinal plat until certit~ed by a
Wa.shington state-licensed engineer thaE "tYte water system has beEn insta[Ied pursuanc
to the approved Water Plan for the final plat" including a signed license siamp. 'The
♦
FiNDINGS AND DECISION SP-108 I-96 Page 4
certificadon may be in the farm of a letter, but is preferned to be certified on a copy of
the Watcr Plan ~s a schematic mup showing the "as-conswcted" watcr system.
14. The Water Pian and the above four (4) conditions of approval regarding the Water Pian
may be waived by the Planning Director/designee upon ceceipt of letters from ehe
appropriate water purveyor and fire protcetian district stating that simpic connectians to
an exisung, approvcd water system wiU provide atlequate damestic and fire protection
watcr tn cnsure the public health, safcty and generat welfare.
14. The owner shaU negotiate with the Central Valley School District and submit a recorded
capy of a voluntary agreement making provisions for public schools prior to
Cnulizatian and recarding of the plut. The agreement shnll provide u written deuription
of the subject propeny to which the agreement applies And afsa state the dollar amnunt
and anw other a,greed to mitigating measures.
The owncr shall also noufy any patcntial purchasers who have madc an agreement to
purchase pcopcrty within said plat pursuant to the Revised Code of Washington (RCW)
58.17.205, that adequate provisions far school facilities must be made conditioned an a
future agreement between the plattor and sehool districL
Voluntary agreem+ents betwcen the owncr and schaoi district shal) ronfarm to the
cequiremeats of RCW Chapter 82.02.
16. The applicant sh;ill cantact the Division of Building and Planning at the earliest possible
stage in order to be informed of code requiremenLs administered/enforced as autharized
by the State Building Cade Act. Design/dcvelopment concerns inelude: ADDRESSfNG,
FTRE APPARATUS ACCFSS ROAD3; FIRE FIYDRANT/F[,OW; APPROVED WATER
SYSTEMS; BUILDING ACCESSIBILTTY; CONSTRUCTION TYPE; OCCUPANCY
CI_ASStF[CATION; EXTI7NG; EXTERIOR WALL PRO'i'ECTiON: AND ENERGY CODE
RLGULATIONS. (Note: The Division of Building and Planning reserves the right to
confirm the actual address at the time of building permit.)
COUNTY DIVISIUN OF ENGINEERING AND ROADS CONDITIONS
t. Thut conditional approval of the plat by the County Engineer is given subject to the
road xystem a.5 indicated in the preliminary plat of record.
2. TlYat plans, prafiles and cross sections as designed to Caunty standards showing
proposed street centerline and curb gradrs be submitted to the County Engineer for
arceptance prior to constructian andlor the filing of a final plat; road plans to be
prePared under the directian of a licensed Profestianal Civil Enginecr.
3. Thae drainage pl;uis and design cafculatians showing the alignment of drainage
furilitics be suhmitted td the Caunty Fngineer fnr arceptance prior to construetion
and/or the filing of the final plat. Drninaoe pluns ta be prepared under the direction of
a licensed Prnfessionnl Civil Enginerr.
4. No cnnstrurtian work is co be performcd within the existing or proposed Pubtic Right-
of-WAy until a perniic ha.ti betn issued by the County Engineer. All wnrf; is subjeci to
inspection and appraval by the Coun[v Engineer.
5. T'he applicant should tae advised that individual driveway uccess permits are required
prior ta issuance of a building permit for driveway apprAaches to the County raad
system.
6. Existing Cnunty roads providing direct access to the plat shall be paved and/or curbed
to Spokant County standaeds.
7. The word "applicant" shall include the owner(s) of thc proherty, hislher heir.s, assigns
and successnrs.
8. To conswet the raad improvements stated herein, the applicant may, with the
appcoval of the County Engineer, join in and be a willing participant in any petiuon or
resolution which purposes is the formation of a Road Improvement District (RID) for
said improvements pursuant to RCW 36.88, as amended. At such time as an RID is
creuted or any Road Improvecnent Project is sanctioned by Spokane County, the
improvements required (curb, sidewalk, drainage cantrol 3nd paving to existing
r
FINDIlVGS AND DEGISION SP-I081-96 Page S
pavement) wiil be at the sole expense of the undcrsigned owner. cheir heirs, grancees
:u►d assigns. This provision is applieable to Secand Avenue and Fourth Avcnue.
9. As an alternative method of constructina the road improvement stated herein, the
applicant may, witb the agpraval of the Gounry Engineer, accomplish the road
improvements stated hercin by joining and participating in a County Road Pr4ject
(CRP) to the extent of the required road impmvement. At such time as an RID is
created ar any Road Improvement Project ie sanctioned by Spokune Ctiuaty, the
improvements required (curb, sidewalk, drainage control and paving to existing
pavcment) will be at the sole exgense of the undersigned ovvaer, theu hcirs, grantees
and assigns. This provision is applicable to South Rivcr Way.
10. That the follawing statement shall appear within the dedicatory langeiage of the final
plut:
That in considemtivn of Mutual Benefits now Ar to be hereafter derived, do for
themseives, their heirs, grantees, assigns and successor (s) in interest hereby request
aad authorize Spoksine County to inelude the above described property in a Road
Improvement District (RID) and to support the tormation of a Road Improvement
District for improvement of the road(s) described belour by reque.eting and authorizing
Spokane County to place their name(s) on a petition for the formation of a Road
Impmvemeat District pursuanc to RCW 36.88.050, or by ceque.cting and authorixing
Spottane Covnty+ to cast their ballot in favor of a RID being formed under the
reso[ution method pursuant to RCW 36.88.030, andior by not filing a protest against
the fornmdon of a RID being fonned under the alternative re.tolution mechod provided
fcar in RC`V 36.$8.065 and Chapter 35.43 RCW.
If a RID is praposed for improvement of the road(s) descrihed heiow, said owner(s)
and successor(s) further agree: (1) that the improvemencs or conswCtion contemplated
within the proposed RID tirre feasible, (2) that the bc:neCts to be derived frotn the
formatioa of the RID by the property inctuded thcrein, together with the amaunc of anv
County participation, exceeds the cost und expense of formation of the RID, and (3)
that the pr'pperty within the proposed RID is sufficiently developcd; pr+ovided}
themselves, their heirs, grrantee.s, assigns and suecessor(s) shall retain the righL a,
authnrized under RCW 36.88.090, ta object tA any a.sse:csment(s) on the property as a
cesult of the imprflvements calted for in conjunetion with the farmation of A R!D by
either petition or resolution method undec Chapter 36.88 RGW, and to appeal ta the
Superior Court the decision af the Boartt of Counry Commissianers confirming the
Gnal assessment rnll; provided fuRher, it is recAgnized that actual asses.sments may
vary from assessment esdmnte sa Iong as they do aot exceed a figure egual to the
increuacd true and fair va]ue improvement(s) add(s) to the propeity.
lt is further uel:nowledged and agrecd that 7t such time us a RID is cce:►ted or any
County Raad lmprovement project is authorized by Spokane Countv, the
improvements required shail he at the sdle expense of the owncr(s) of property wtthin
the RiD or serveci hy the improverncnts withhut any m@netury partieipaUon by
Spokune Caunty.
Thc R1D wsuver contained in this agreement shall expirc aRer ten (10) years from the
date of exccutiAn below. This prnvision is applicable tu Second Avenue and Fourth
Avenue.
11. The GAUnry Engineer has designated Local Access Randway Section for the
improvement of Fourth Avenue wltich is adjacent to the proposed devetopment. This
will require the addition of appmximately 7-9 feet of asphalt along the frontage of the
development. The consuvction of curbing and sidewalk is also required.
12. The County Enginecc has designated Locul Acce.tis Roadway Section for the
improvement of Second Avenue which is adjacen[ to the proposed development. Tbis
wili require the addition of sipproximacely 27 feet of asphalt along the fcontage af the
development. The cAnswetion of eurbing and eidewalk is al.ro required.
13. All vested ownecs shall sign und reeord private road documents as pre..ccribed by tttc
Spokane County Engineer. 1'hese documents shall he reviewed and approved by the
Spokane County Engineer prior to recording with the Spakane County Auditor.
Recording numtaen shai) be referenced in the deciicatory languuge af the plat.
14. That the following statement be p4aced in the plat dedicaaon: WARNING: Spokane
Counry has no responsibility to build, improve, maintain or Ather wise scrvice the
~
FINDINGS AND DECISION SP- 108 1 -96 Page b
private roads contained within or providing service to che property describcd in this
plat. By accepting this plat or subsequently by aUowing a buildmg pertnit to bc issued
an property on a private road. Spokane County assumes no obligacion for said privatc
road and the awners her+eby acknowledgc thnt the County has no obligation of any
kind or nncure whatsoever tn e.stablish, examiae, survey, construct, alter, repair,
improve, maintain, provide drainage or snow rcmoval on a private road. This
requirement is and sha11 run wiih the land and ihall be bindiag upon the owner, their
heirs, successars or assignx inc{uding the obligation to panicipate in the maintenance
of the private mad as provided herein.
15. The propoted plat shall be imQroved tn the standards set forth in Spokane County
Board of Commissioners Rcsolutian No. 95-0498, a.e amended, which resolution
estabiishes regulatians for roads, approaches, drainage and fees in new eonstcuction.
16. The County Engineer has examined this developmcnt proposal and has deterntined that
thc impact of this proposal upon the existing County Raad System warrants thc
roadway improvcments herein specified.
17. The applicant shall grant applicable border easements adjacent to Spokane County
Right of Way per Spokane County Standards.
18. The applicant shall sign and record a"Spoknne County Notice to the Pvblic No. 4."
Upon execution of the docament the applicant shall be pemutted to construct a private
mad within the Second Avenue Right-of-Way. The private road shall be constructed
to a rriinimum of 16 fect in width and shaU connect to the existing road which was
constructed io conjunetion with SP 877-93. The private raad shall extend alAng the
frantaae of the shart plat.
C4UNTY HEALTH DISTRICT CONDITIONS
l. The final plat shall be designed as indicated on the pmliminary plat of record andlar any
auached tiheets as nated.
Appropriatc utility casements xhuil be indieatcd on capies of the Preliminary piat of
record f'ar divtribution by the Planning Department ta the utility companies, Spokune
Caunty Engineers and the Spokane County Health DistricL Written approval of the
easements by the utiliry campanies must be received prior to the submittal of the final
plat.
3. Sewagc disposal methad shall be as authorized by the Director of Utilities. Spokane
Caunty.
4. Water aervire shall he coordinated thmu~h the Direetor of Utilities. Spokane Count~a.
5. V4'ater service shall be by an existing puhlic water supply when approved by the
Regicmul engineer (Spokane). State Depurtment of Health.
6. Prior tA filing the final plat, the sponsor shall demanstrate to the satisfaction of the
Spokane Cnunry Health District that an adequate And pAtahle water svpply is available
to cach tract of the p1at.
7. Prior to filing the final plat, the sponsor shall present evidence that the plat Iies within
the recorded service area of the water system propssed to serve the plaL
Priar ta filing the final plat, the sponsor tihall demonstrate to the satisfaction of the
Spokane CAUnty Health District that suitabte sites for on-site sewage disposal systems
are available on Tracts 2 anc13.
9. Subjeet toypccific application apprsval und issuunee of pertnits by the Health Officee,
the usc of individual can-tiue scwage dispusal syscems may be autharizcd.
10, 'i'hhe dedicatory lunguage of the plat wiil state: "Subjeet to specific application approval
and issuance of permitx by the Health Officer, the uce of indiviciual an-site sewage
dispasat systems may be authorized."
111. The dedicatory languagc an the plat shall state: "Use of private wells and water
systems is prohibited."
FINUINGS AND DECISION SP- lOx 1-96 Page 7
12. Thc plat dedication shall contain a statement to the cffect thar. "The nublic water
xystcm. pursuant to the Vt►ater Plan approved by counry And state hcalth uuthorities, thc
locul fire pmtection district, County Buiiding and Safcry Department and wat+er
punrcyor, shall be installed within this pint, and the appiicant shall providc for
individual domestic water szrvice as we{1 as fire protectton to each trnct prior to 4ale of
each cract and pciar to issuance of a building permit for each tract."
COUtYTY DIVISION OF UTILITIES CONDITIONS
i. Pursuant to the Bourd of County Commissioners Resolution No. 80-4418, the use
of on-sice sewer disposal system is hereby aathorized. This authorization is
conditioned in compliance with all rules and regulations of the Spokane County
HeAltb District and is further condi4oned and subject to specific application
approval and insurance of permits by the Health District.
2. The dedication shaii state:
Thc Owner(s) or Successor(s) in interest agree to authorize the County to place their
name(s) on apetitian for the farmation of a ULID by petiaan method pucsuant to
RCW 36.94 which the peution includes the Ownec(s) property and further nat to
object by signing of a protest petition against the formadon af a ULID by resolution
method pursuant to RCW 36.94 which inctucles the Owner(s) property.
PROVIDL•D, this condition shall not prohibit the Owner(s) or Successortsa from
objection ta any asscssment(S) on the property as a result of imgrovements called
for in the con}unction with the formauon of a ULID by either penuon ar resolution
under RCW 36.94.
3. Eaeh new unit shall be doubte ptumbed for eonnection to future area-wide collection
syscem.
4. Wuter service shall be provided in accordunce with the Coordina[ed Water System Ptan
for Spokane County, as amended.
Approved tbe.,=M day af Jufy. 1996.
Ak~Vk
lulie M Krause, Planner II
LJnder St.ite l.aw and County Ordinance, you have rhe right ta appcal this decision to the
Spakane County Hearing Examiner Committee. (f you desire to tile an appeal, yau muxt
submit the apprnpriute Appeal Application tagethcr with the required Fee. payable to thc
SpokAne County Division of Planning, within ten (10) calcndar days from the date this
clecision is sigmecl. Upnn rcceipt of a cumpletc appeal application, a public hearing will be
snceduled.
[f yAU have any questions, plea.te cail the Division of Building and Planning at 456-2205.
pc: County Division of Engineering and Rouds, PAt Httrpcr
County Division of Utiliues. Jim Red
County Heulth Distriet, Steve Hotderby
County Division of Building and Alannning, Jeff Forry
Fire District #1
Consotidated Water District
Ccniral Valley Schoo! DistriCt
Ramm Associaces, 25 S. Altamnnt, Spokane WA. 99202
Claire Pennel, 14109 E. 4th Avenue, Spokane WA 99016
Inland Pacific Engiaeering, 707 W. 7th Ste. 200, Spokane WA 99204
. ~
OFFICE OF THE SP4KANE COUNTY ENGINEER
1026 W Broadway Ave, Spokane, WA 99260-0170 (509)956-3600 Fax 324-3478
"ENGINEER'S CONDITIONS OF APPROVAL" SHORT PLATS
TO: Spokane County Planning Department
FROM: Division of Engineering & Roads
DATE: 07/09/96
PROJECT : Single Res LTR-3. 5
FILE SP-1081 /
Hearing/Review Date : Jtii1.y 3, 1996
Sponsor/Applicant: Ramm Associates
Section Township Range: 20-25-45
Planner: Julie Krause
Design/Review Date:
The Spokane County Engineering Department has reviewed the above referenced
agplication. The fallowing "Conditions of Approval" are submitted to the
Spokane County Planning Department for inclusion in the "Findings of Fact,
Conclusions and Urder/Uecision" should the request be approved.
Prior to release of a building permit or use of property as proposed:
1 That conditional approval of the plat by the County Engineer is given
subject approval of the road system as indicated in the preliminary
plat of record.
2 That plans, profiles and cross sections as designed to County
standards showing proposed street centerline and curb grades be
submitted to the County Engineer for acceptance prior to construction
and/or the filing of a final plat; road plans to be prepared under the
direction of a licensed Professional Civil Engineer.
3 That drainage plans and design calculations ahowing the alignment of
drainaye facilities be submitted to the County Engineer for acceptance
prio-r to construction and/or the filing of the final plat. Drainage
plans to be prepared under the direction of a licensed Professional
Civil Engineer.
6 No construction work is to be performed within the existing or
proposed Public right-of-way uatil a permit has been issued by the
County Engineer. Al1 work is subject to inspection and approval by
the County Engineer.
12 The applicant should be advised that individual driveway access
permits are required prior to issuance of a building permit for
driveway approaches to the County road system.
16 Existing County roads providing direct access to the plat shall be
paved and/or curbed to Spokane County standards.
CC: Appla.cant Ramn Associates
Engineer/Surveyor Patrick Moore
. Wt
Page 2
July 3, 1996
SP-1081
19 The word "applicant" shall include the owner(s) of the property,
his/her heirs, assigns and auccessors.
20 To construct the road improvements stated herein, the applicant may,
with the approval of the County Engineer, join in and be a willing
participant in any petition or resolution which purposes is the
formation of a Road Improvement District (RID) for eaid icnprovements
pursuant to RCW 36.88, as amended. At such time aa an RID is created
or any Road Improvement Project is sanctianed by Spokane County, the
improvementa required (curb, sidewalk, drainage control and paving to
existing pavement) will be at the sole expense of the undersigned
owmer, their heirs, grantees and aesigns. This provision is applicable
to Second Avenue and Fourth Avenue.
21 As an alternative method of constructing the road improvement stated
herein, the applicant may, with the approval of the County Engineer,
accomplish the road improvements stated herein by joining and
participating in a County Road Project (CRP) to the extent of the
required road improvement. At such time as an RID is created or any
Road Improvement Project ia sanctioned by Spokane County, the
improvements required (curb, sidewalk, drainage control and paving to
existing pavement) will be at the sole expense of the undersigned
owner, their heirs, grantees and assigns. This provisian is
applicable to Second Avenue and Fourth Avenue.
22 That the following statement shall appear within the dedicatory
language of the final plat:
That in consideration of Mutual Benefits now or to be hereafter
derived, do for themselves, their heirs, grantees, assigns and
successor(s) in interest hereby request and authorize Spokane County
to include the above described property in a Road Improvement District
(RID) and to support the formation of a Road Improvement District for
improvement of the road(s) described belaw by requesting and
authorizing Spokane County to place their name(s) on a petition for
the formation of a Road Improvement District pursuant to RCW
36.88.050, or by requesting and authorizing Spokane County to cast
their ballot in favor of a RID being formed under the resolution
method pursuant to RCW 36.88.030, and/or by not filing a protest
against the formation of a RID being form@d under the alternative
resolution method provided for in RCW 36.88.065 and Chapter 35.43 RCW.
. 1
f
Page 3
July 3, ]996
SP-1A81
If a RID is proposed for improvement of the road (s) described below,
said owner(a) and successor(s)further agree: (1) that the improvements
or construction contemplated within the prapoaed RID are feasible and
(2) that the benefits to be derived from the formation of the RID by
the property included therein, together with the amount of any County
participation, exceeds the cost and expense of formation of the RID,
and (3) that the property within the proposed RID is sufficiently
developed; provided, themselves, their heirs, grantees, assigna and
successor(s) shall retain the right, as authorized under RCW
36.88.090, to object to any asaessment(s) on the property as a result
of the improvements called for in conjunction with the formation of a
RID by either the petition or resolution method under Chapter 36.88
RCW and to appeal to the Superior Court the decisian of the Board of
County Commissioners confirming the final assessment roll; provided
further, it is recognized that actual assessments may vary from
assessment estimate so long as they do not exceed a figure equal to
the increased true and fair value improvement(s) add(s) to the
property.
It is further acknowledged and agreed that at such time as a RID is
created or any County Road Improvement project is authorized by
Spokane County, the improvem@nts required shall be at the sole expense
of the owner(s) of property within the RID or served by the
improvements without any monetary participation by Spokane County.
The RID waiver contained in this agreement shall expire after ten
(10) years from the date of execution below. This provision is
applicable to Second Avenue and Fourth Avenue.
24 The County Engineer has designated a Local Access Roadway Section for
the improvement of Fourth Avenue which is adjacent to the proposed
development. This will require the addition of approximately 7-9 feet
of asphalt along the frontage of the development. The construction of
curbing and sidewalk is also required.
24 The County Engineer has designated a Local Access Roadway Section for
the improvement of Second Avenue which is adjacent to the proposed
development. This will require the addition of approximately 27 feet
of asphalt along the frontage of the development. The construction of
curbing and sidewalk is also required.
30 All vested owners shall sign and record private road documents as
prescribed by the Spokane County Engineer. These documents shall be
reviewed and approved by the Spokane County Engineer prior to
recording with the Spokane County Auditor. Recording numbers shall be
referenced in the dedicatory language of the plat.
. ~
. .
Paqe 4
July 3, 1996
se-1oa1
31 That the following statement be placed in the plat dedication:
WARNING: Spokane County has no responsibility to build, improve,
maintain or other wise service the private roads contained within or
providing service to the property described in this plat. By
accepting this plat or subsequently by allowing a building permit to
be issued on property on a private road, Spokane County assumes no
obligation for said private road and the ownera hereby acknowledge
that the County has no obligation of any kind or nature whatsoever to
establish, examine, survey, construct, alter, repair, improve,
maintain, provide drainage or snow removal on a private road. This
requirement is and shall run with the land and shall be binding upon
the owner, their heirs, successore or assigns including the obligation
to participate in the maintenance of the private road as provided
herein.
32 The proposed plat shall be improved to the standards set forth in
Spokane County goard of Commissioners Resolution No. 95-0498, as
amended, which establishes regulations for roads, approaches, drainage
and fees in new construction.
33 The County Engineer has examined this development proposal and has
determined that the impact of this proposal upon the existing County
Road System warrants the dedication of additional Right of Way and the
roadway improvements herein specified.
SPECIAL CONDITION: The applicant shall grant applicable border easements
adjacent to Spokane County Right of Way per Spokane County Standards.
SPECIAL CONDITION: The applicant shall sign and record a"Spokane County
Notice to the Public No. 411. Upon execution of the document the
applicant shall be permitted to construct a private road within the
Second Avenue Right of Way. The private road shall be constructed to
a minimum of 16 feet in width and shall connect to the existing road
which was constructed in conjunction with SP-877-93. The private road
shall extend along the entire frontage of the ahort plat.
PAGE 1 08:03:54 27 JUN 1996
Road# Road Names.......... MPost. Reference Descriptio Road Log Info..........
05832 4TH AV (START) 00.000 HAVANA ST & SPOKANE tJ 16 PAVED 36
4TH AV 00.120 DEARBORN RD (END) II 16 PAVED 36
00.240 CUSTER RD (END) U 16 PAVED 14
00.370 CHRONICLE RD (END) U 16 LIGHT BITUM. 24
00.470 WARSINSKE AV (END) U 16 LIGHT BITUM. 24
00.500 GARNAHAN RD (END) U 16 LIGHT BITUM. 24
00.670 MCKINNON RD (END) U 16 LIGHT BITUM. 24
00.790 KOREN RD (END) U 16 LIGHT BITUM. 24
00.880 HOWE ST (END) U 16 LIGHT BITUM. 22
01.000 F.ANCHER RD (END) U 16 LIGHT BITUM. 22
01.260 EASTERN RD U 16 LIGHT BITUM. 24
01.450 DAVID ST (START) U 16 LIGHT BITUM. 20
01.520 THIERMAN ST U 17 PAVED 20
01.580 ELIZABETH RD (START) U 17 PAVED 20
01.640 BR.ADLEY RD U 17 PAVED 20
01.780 COLEMAN RD U 17 PAVED 20
01.890 GIRARD RD U 17 PAVED 20
4 TH AV ( ENT] ) 02.030 PARK RD
05834 4TH AV (START) 00.000 STEEN RD U 19 GRAVEL 26
4 TH AV 00.120 FLORA R.D U 19 GR.AVEL 26
00.190 COACH ST (END) U 19 PAVED 40
00.270 ARC ST (START) U 19 PAVED 40
4TH AV (END) 00.370 TSCHIRLEY RD U 19 PAVED 40
05835 4TH AV (START) 00.000 LONG RD U 19 PAVED 27
4TH AV 00.150 MOEN ST (START) U 19 PAVED 16
00.240 GREENACRES RD (START U 19 PAVED 16
00.490 BARKER RD U 19 PAVED 16
4TH AV (END) 01.400 HODGES RD U 19 LIGHT BITUM. 16
06045 4TH AV (START) 00.000 FARR RD U 17 PAVED 20
4TH AV 00.230 HERALD RD (END) U 17 PAVED 20
00.380 FELTS RD (END) U 17 PAVED 20
00.630 IINIVERSITY RD U 17 PAVED 20
00.700 VAN MARTER RD (END) U 17 PAVED 20
00.880 PIERCE RD U 17 PAjTED 20
4 TH AVE 00.980 SKI PWORTH RD ( START ) U 17 PAVED 20
4TH AV 01.140 BOWDISH RD U 17 PAVED 20
01.230 WILBUR RD (END) U 17 PAVED 20
01.290 FOX RD ( END ) U 17 PAVED 20
01.360 UNION RD (END) U 17 PAVED 20
01.380 UNION RD (START) U 17 PAVED 20
01.540 WHIPPLE RD (START) U 17 PAVED 20
01.630 SR 27 (PINES) U 17 PAVED 20
01.740 HOtTK RD (END ) II 17 PAVED 20
01.860 VERCLER RD (END) U 17 PAVED 20
01.920 LETA R.D ( END ) U 17 PAVED 20
02.150 MCDONALD RD U 17 PAVED 20
02.400 BLAKE RD U 17 PAVED 40
02.470 LEATI-iA LN ( S TART ) U 17 PAVED 40
02.650 EVERGREEN RD U 17 PAVED 20
02.780 BOLIVAR RD (END) U 17 PAVED 20
02.870 BEST RD (START) U 17 PAVED 20
02.940 REES CT (START) U 17 PAVED 20
03.090 WARREN RD (END) U 17 PAVED 20
03.150 ADAMS RD U 17 PAVED 20
03.320 BURNS RD (START) U 17 PAVED 20
03.400 PROGRESS RD U 17 PAVED 20
PAGE 2 08:43:57 27 JUN 1996
Road# Road Names.......... MPost. Reference Descriptio Road Log Info..........
03.460 ST CHARLES RD (START U 17 PAVED 20
03.580 NEWER ST (END) U 17 PAVED 20
03.660 SULLIVAN R.D U 19 LIGHT BITUM. 20
04.030 C'ANrTERY RD ( START ) U 19 L I GHT B I TUM . 20
4TH AV (END) 04.160 CONKLIN RD (START)
05833 4TH AV (START) 00.000 DISHMAN-MICA RD U 17 LIGHT BI'TUM. 22
4TH AV (END) 00.240 FARR RD (START) & FA U 17 LIGHT BITUM. 22
05836 4TH AV EXT (FOUR LAK 00.000 4TH AV (FOIIR LAKES) R 09 GR.AVEL 14
4TH AV (FOUR LAKES) 00.100 ELECTRIC AVE
00.170 ELENORE RD
4TH AVE EXT 00.380 ORCHARD HEIGHTS RD (
4TH AVE EXT (END) 00.440 ENDS AT PRIVATE DRIV
05837 4TH AV (FOUR LAKES) 00.000 SPOKANE ST (FOUR LAK R 09 GRAVEL 14
00.070 CHENEY ST (FOUR LAKE R 09 GRAVEL 12
00.310 4TH AV EXT (F4UR LAK R 09 GR.AVEL 10
00.630 ENDS AT PRIVATE DRIV R 09 GR.AVEL 10
05838 4TH AVF (START) 00.000 HENRY RD U 19 PAVED 36
4TH AVE 00.050 BILLY JACK CT (START U 19 PA`lED 36
4 TH AVE ( END ) 00.200 ASHTON ST ( START ) U 19 PASTED 36
05839 4TH AVE (MEAD) (STAR 00.000 FREYA ST (MEAD) R 09 LIGHT BITUM. 20
4TH AVE (MEAD) 00.070 MAIN ST (MEAD) R 09 LIGHT BITUM. 20
00.130 MARKET ST R 09 LIGHT BI'TUM. 16
00.250 MYRTLE ST (MEAD) R 09 GR.AVEL 30
4 TH AVE ( MEAD END ) 00.380 R.AILROAD AVE ( END ) R 09 GR.AVEL 30
06266 4TH CT (START) 00.000 WILSON ST U 19 PAVED 36
4TH CT (END) 00.040 EAST END OF ROAD U 19 PAVED 36
06267 4TH CT (START) 00.000 WEST END OF ROAD U 19 PAVED 36
4TH CT (END) 00.040 SHERIDAN ST (MEAD) U 19 PAVED 36
11 Records Processed
PAGE 1 08:04:10 27 JUN 1996
Raad# Road Names.......... MPost. Reference Descriptio Road Log Info..........
05815 2NU AV (START) 00.000 HAVANA ST U 19 PAVED 18
2ND AV 00.120 DEARBORN RD U 19 PAVED 18
00.240 CUSTER RD U 19 PAVED 18
00.370 CHRONICLE RD U 19 PAVED 18
2ND AV ( END ) 00.510 C;ARNAHAN RD
05816 2ND AV (START) 00.000 DOLLAR RD (START) U 19 LIGHT BITUM. 20
2ND AV 00.060 DAVID ST U 19 LIGHT BITUM. 20
00.120 THIERMAN ST U 19 LIGHT BITUM. 20
00.180 ELIZABETH RD U 19 LIGHT BITUM. 20
00.250 BRADLEY RD U 19 LIGHT BITUM. 20
00.310 DORA ST U 19 LIGHT BITUM. 20
00.370 COLEMAN RD U 19 LIGHT BITUM. 20
00.500 GIRARD R.D U 19 LIGHT BITUM. 20
2ND AV (END) 00.620 PARK RD U 19 LIGHT BITUM. 20
05817 2ND AV (START) 00.000 PROGRESS RD U 19 PAVED 36
2ND AV 00.060 ST CHARLES RD ( END ) U 19 PAVED 36
00.120 SOMMER RD (END) U 19 PAVED 36
2ND AV ( END ) 00.180 NEWER RD ( END ) U 19 PAVED 40
06081 2ND AV (START) 00.000 SARGENT RD U 19 GRAVEL 20
2ND AV 00.080 DALE RD (START) U 19 GRAVEL 20
2ND AV (END) 00.190 DISHMAN RD U 19 GRAVEL 20
06192 2ND AV (START) 00.000 BEST RD (START) U 19 PAVED 40
2ND AV 00.210 ADAMS RD U 19 PAVED 40
2ND AV (END) 00.280 EAST END OF ROAD U 19 PAVED 40
05818 2ND AV ( START ) 00.000 NIANI FOLD RD ( START ) U 19 GRAVEL 26
2ND AV (ENU) 00.080 LONG RD U 19 GRAVEL 26
06017 2ND AV ( START ) 00.000 NEWER RD U 19 PA`TED 40
2ND AV (END) 00.060 SULLIVAN RD U 19 PAVED 40
05821 2ND AV (FOUR LAKES) 00.000 SPOKANE ST (FOIIR LAK R 09 GRAVEL 14
00.050 CHENEY ST (FOUR LAKE R 09 GR.AVEL 14
06057 2ND AV (FOUR LAKES) 00.000 CHENEY ST (FOUR LAKE R 09 GRAVEL 10
00.070 EAST END OF ROAD R 09 GRAVEL 10
05820 2ND AV (FOUR LAKES)( 00.000 ELECTRIC AVE R 09 GRAVEL 14
2ND AV (FOUR LAKES)( 00.070 ELEN4RE RD R 09 GRAVEL 14
05819 2ND AV (LIBERTY LAICE 00.000 SPRAGUE AVE R 09 PAVED 36
2ND AVE 00.120 2ND CT R 09 PAVED 36
00.190 WRIGHT CT R 09 PAVED 36
2ND AV (LIBERTY LAKE 00.250 MITCHELL CT (LIBERTY R 09 PAVED 36
00.310 MOLTER RD (LIBERTY L R 09 LIGHT BITUM. 16
00.450 DELLA ST (LIBERTY LA R 09 LIGHT BITUM. 16
00.540 CLUBHOUSE RD (LIBERT
2ND AV (LIBERTY LAKE 00.560 EAST END OF ROAD
06046 2ND AV (MEAD) (START 00.000 FREYA ST (MEAD) R 09 LIGHT BITUM. 20
2ND AV (MEAD) 00.070 MAIN ST (MEAD) R 09 LIGHT BITUM. 20
2ND AV ( MEAD END ) 00.110 NIARKET ST & PEONE RD R 09 LIGHT B I Z'tTM . 20
06200 2ND AVE (START) 00.000 WEST END TO BURNS RD U 19 PAVED 40
2ND AVE 00.050 BURNS RD (END) U 19 PAVED 40
2ND AVE (END) 00.100 EAST END OF ROAD U 19 PAVED 40
06058 2ND AVE (START) 00.000 WEST END OF ROAD U 19 PAVED 36
2ND AVE (END) 00.040 BOWDISH RD U 19 PAVED 36
06180 2ND AVE (START) 00.000 MOEN ST U 19 PAVED 36
2ND AVE (END) 00.040 EAST END OF ROAD U 19 PAVED 36
06219 2ND AVE (.START) 00.000 BARKER RD U 19 PAVED 40
2ND AVE (END) 00.130 EAST END OF ROAD U 19 PAVED 40
06924 2ND CT 00.000 2ND AVE R 09 PAVED 36
00.030 NORTH END OF ROAD R 09 PAVED 36
PAGE 2 06:04:15 27 JIIN 1996
Road# Road Names.......... MPost. Reference Descriptio Road Log Info..........
06269 2ND CT (START) 00.000 WILSON ST (MEAD) U 19 PAVED 36
2ND CT (END) 00.040 EAST END OF ROAD U 19 PAVED 36
06270 2ND CT (MEAD) (START 00.000 WEST END OF ROAD U 19 PAVED 36
2ND CT (MEAD) (END) 00.040 SHERIDAN ST (MEAD) U 19 PAVED 36
05822 2ND ST (FREEMAN) (ST 00.000 PROSPECT AV (FREEMAN R 09 GRAVEL 24
05623 2ND ST (PLAZA) (STAR 00.000 MOORE AVE (PLAZA) (S R 09 GRAVEL 10
2ND ST (PLAZA) 00.060 FORSYTHE AVE (PLAZA) R 09 GR.AVEL 10
00.120 OLD SR-195 R 09 GRAVEL 10
21 Records Processed
n
I l
F_
u ,
~
- ~
S P t,~ K ~A N F Q L) N'I' Y
DEPAR'tMENT OF BtJILDING ANTJ PLANNINC • A DtVLSION OF THE PUBL.IC WORKS DE1°AR'TMFA'3'
JntviEs L. M.aNso:v. C.B.O., DrREcroR DnN~,Ats M. Scorr. P.E., Dtmcrox
~ ECTIVED
, JuN 2 6 1996
TA: Spokane County Division of Engineering and Roads, Pat Harper
SpoRane County Division of Utilitiesa Jim Red
Spokane Couaty Health District~ Steve Holderby
Spokane County Division ef Building and Planning, Jeff Forry
Spnkane County Fire District No. 1
C'onsolidatcd Water District
Cen1ral Valley School District
.
FROM: Julie Krause, Planner
r,
DATE: June 26, 1996 StJBJEC'I': Peoposed Preliminary Short Plat, SP-1081-96
AttaCheci is a copy of t11e application and proposed short plat map submitted by Claire Pennel fnr
the subdivision of approximately 2 acreS into 3 residential tracts for those uses permitted in the
LJrban Residential-3.5 (LJR-3.5) 2one.
Please review this proposal and return your written comraenis and recnmmendations to me by
July 3, 1996. If you have any questions regarding this file, }cnu may contact me at 456-2205.
F-nclesures
Copy without enclosures ta:
Ramm Associates, 25 South Altamont, Spokane, WA 99202
Claire Pennel, 19109 East 4th Avenue, Spokane, WA 99016
Patrick 11e1oore, Inlaad Pacific Engineering, 707 West ?th, Suite 200, Spokane, WA 99204
FC`.U-SP-108 1-96 AC('Y MEMA(CfItCULATION)
1026 Wm BROADwAy AvajtrE • SIrol:alv'E, WastiwcTON 99260
BUILDING IaHONE. (509) 456 3675 • FAx. (509) 4564703
Pt,t►NNTti'G PHO`E; (509) 456-2205 • FAx: (509) 456-2243
1,6n• «nc~%,rm Ai <.A
' SPOKANE COUN'--- IVISIpN OF BUILDING AND PLANN:
.
PRELIX.~~ IARY SHORT PLArl
APPLICATION
PART I
LEGAL aVl►NER'S NANE: Claire Pennel ,
MAII.tNC3 ADDRESS: 1 qln9 Faqt arh Av nuP
C[TY; Spokane STATE: WA ylp: 99016
PHONE: (work) n/ a (hame) (5 0 9) 9 2 4- 52 9 3 truxj n/ a
IF APPLICANT LS NOT THE OWNER. INCLtJDE WRiTTEN OWNEIt AUTHORIZATION FOR TFE
BELOW DESIGSVATED CONTACT ?O SERVE AS BEPRESEVTATIVE.
OWNER'S DFS1GiVATBD CIJNTACT: Rarnm Associates ? Zoc.
MAII.INt3 ADDRHSS: Sauth 25 Altamont Street
CITY: S;po,kan~ STATE: WA ZIp : 9 9 2 0 2
pypNF, (WQrk) ( 509 )534-8086 (hamc) n/a (fax)(509 ) 534-$159
LOCATION 4F FROPOSAL SIT'E (goneral dcsedption by which dimction and haw fnr hom roads and intrtsertions
aad ochcr community fcacum': Corbin Addition Greenaczes east of Barker
Road, west of Hodqes Road, narth of Fourth Avenueq and south
of Secpnd Avenue.
SECTION(S) N-4./Sec. 20 TOWNSHIP 25 RANGE 95
T HAVE ATTACH&D THE I.EGAL DSSCRIPI'ION OF PROPOSED SITE : (X ) YES
(Attach lGgul dcscription for the entin urea to be subdivided en the Pretiminary Short Plnt mnap stmped by a
Wss6iDgtoo State llcensed Land Survegor)
STREET ADDRESS OF PROPOSAL SITE (if any): 19109 East Fourth Avenue
DVAMB OF PtdBLiC ROAD(S) PROVIDING ACCBSS: ,.EQurth Avenue and Second Avenue
AUDITOR RECORDWG NO.(S) OF PRNATE ROAD EASFMENT(S) AND A'iAIIv'TTiNANCE
AGREEMENT(S) PROVIDDv'G ACCESS:
ASSESSOR TAX PARCEL N0.(S) OF PROP05AL SITE: 552Q2,0127
S1ZE OF PROPOSAL SITE (accfes ar sq, ft): 2.18
A5SESSOR TAX PARCEL NO.(S) OF ADJACENT LAtdD OWN6D OR CONTROLLEDe
None
SlZE OF ADIAGENT LAND OWIVED OR CONTROEIED (acr+cs er sq. !L): n 1 a
DESCItIBE fiXISTih`G USE(S) ON P20P4SED SfTE (such as buildin$s, wall sewer dr~sn~eld and
Currently there is a single family hame wlth an outbuiTaq-g
located on the Southern Quarter of the property. Behind the
ho tsp- in,-_be qarc7an araa T there is an existinqr septic/drainfield.
E}USTIIVG ZONE CLAS5IFICATION(S): OR-3. 5
COMPRF.HENSlYE PLAN CATEGORY: Urban
DUES THE PROPOSAL FROIv'T ON AN ARTERIAL OR PLANNED ART'ERIAL .(x ) Y&.S ( ) N4
NAME(S) OF ARTERIAL ROAD(S): Fourth Avenue (60' ROW )
LIST PRE1►IOUS SPOKANE COUNTY ACTiONS IIWOLVING THJS PROPERTY: (such as Ta?c Segregetion
Applicatioa. Cattifieate of Exemptions. GA or EA Affidavit. Ottiar Subdivision. Zane Changt. Variance,
Cnnditianul Use, Tamparury Use. SEPA Itcview, Qependeat Retarive. Zating Cflde Violadon. ar Others):
None known.
t f e e~
e =
' PRELI,~VIINARY SHORT PL 'PLICATION 2 of 5
PROPOSED U5E OF PROPERIY: Duplexcs Mukifamily dwallings
Single famity dwaUings (x) Business lndustrial Mixad Use
Manufactumd homes ( ) Otha ( ) - Describc: '
PROPOSED NUMHER OF 1.OTS: 3
PROPOSED ACCESS TO LO'fS: Private Driveway, 3 focs or lcss P'+civate Read, 41ors or nsarz
Public R/W wlth Prlvate Access( ) Public Road (X ) County Aiterial State ffiSbway
DBSCRIBE ANY COMHINA'fION OF ABOVE TYPE.S OF ACCESS: NcZtherly (2) lots wi 11
hp arra aF+A frnm Sprnnti Aopnnp Slailt'hprlM lnt- from Fniirth Avenue.
IS D6DICATION OF LAND FOR PUBLIC U5fi PROPOSED (Raads. Parlcs. Schools, Open 5pace, othcr)?
yES() Np (X) IF YES,EXPI.AIN: NAVE YOU PROVIDEQ ACCESS 'PO ADJACENT PROPERTY THAT IS "LAND LOCKED" WtTf30UT
ACGESS TQ PUBI.IC ROAD? t) YES (X) NO
ff N0. EXPL.AIN WHY:
PROPOSED SOURCfi OF WATER:
Individual wclls Public system Privace Community System ( 3
Otber ( ) • Describe: PROPOSED MEANS OP SEVVAGE DISPC)SAL:
Public Sewes Cammutury Syscem Septie Tank und Drainf eld ( x)
Double Flumbiag Dry Sewer Other Descrilx:
iTTlLTTY COMPANILS AND DISTRIGTS TO PROVIDE SBRVSCE TQ 7H1S PROPOSAL:
Elesaiciry: Washington Water Power Gas: Washington Water Power
yy$ter Consolidatecl Dist. 19 SeWa; On-site
Phnae: US WEST Cnble: COA
F'ueDisaict: No- 1 Sehool: Central Valley School Dist,
Other.
IS THE PROPOSAL SI'TE A,DJACENTTO OR INCLUDB A WAT'ER BODY? O YES ( x ) NO
(expoud standing vvatGr. pond, year cound sueam, rivu ar laka) LIST:
DOES THE PROPOSAL SITB HAVE AdVY WE1I.ANDS? YES (x) NO
(open water. seasana{ watar, marsh areas. water sacuratcd soils or wcti~ond plants such as "cac tails") L.IST:
WHICH'£YPE OF WE'IUND FJQSTS ON'THE SiTE? Type I( ) 'iYpe II ( )'Cype III Type IV
IF 1NE'ILAIti'DS fiXtSTS. HOW CLOSE TO THE EDGE OF THE WL-TLAND WILL DEVELOPME."~ST BF
ALIAWED T0 BUII.D? FEET EXPLAIIN:
DQES THE PROPOSED STTF PRFSPNTLY HAYE FISH OR W2DLIFE HABffAT"., YES ()9 NO
E"i.AIN THE KNOWN'IYPES OF WILOI.IFE: Sona Birdst
DOFS 'FHE PROPOSED SITE HAVE CRITiCAL ARBAS (such as slopes ovu 3096, unstable soil or roclcs prone
to landslides, sevu msion, flooding or ochers)? L.IST AND EXPLAIN: _
No
DO YOU NAVE ANY pLANS FOR FUTURE ADD1TlONS, EXPANSIONS (JR FURTHER ACT1ViTY
RELATED TO'I'HIS PROFOSAL? YES ND (x) IF YPS, fiXPLAIN:
• PRELIlYILNARY SHOIZT PLt" ."LICATI0N - 3of 5
. PART II
SIyRVEYOR VERIFICATION
I, ?PA TR/c.& t1'r !!?OGt2E ,(pr,nt namz) A wASHINGTdN STaTE
R. HAVE COMI'LEi"ED THE 1NFORMA'I70AD REQUHSIED. LEGAL
SC QIV , ARY SHORT PLAT HAYB BF.F-N PREPARED BY ME OR UNDER MY
~ 'CE WtTN 7'Hg REQUIREMENTS OF THB SPOKANE CUUN1'Y ZZOAIING
S AND THE LA'WS 0F 'fHE STATE OF WASHII+TGTON. ALSO, WITEIIN
O UN''Y BASE MAPS, I HAVE SHOt~{9N TEiE LOCATtON OF THE SUBJECf
O~ ~ ATTACHED COUN''Y ASSESSOR 11~1AP AND THE ATTACHED
ER' Y
~ ~ • ~ O~lI DATE: o' ~
- f~
D~' PH0NE: f'"•6p90
.J /
EXPtRES 1708d •w ~7 «~GY7
WA 4/
PAKT III
FURSUANT RCW 30.70 B. THE APPLICA33T AND THE APPROVAL PRdCESS REQUIRES EARLY
COUItDQVATiON AND IlvFORMATION. PRBLMIMARY AGIIr'CY CONStdLTATioN IDENTIFIED BELOw.
FIRE MARSHALL / FIRE DISTRIG`T
RCW 36.70 S requires eady coordinadon aad in[ermatioa
A. TH[S PROPOSAL 1S WTTHIN FIRfi PROTECT'ION DISTRICE NO.
B. WHAT Ih1FROVEMEM AIEE~ TQ BE MADE T8 MEET TEiE DISTRICI'S FIRE F'ROTEC7TON
-~y ar,-r~
1. Ynv, r'
REQUIREMENTS? , ~
C. SEE ATTACHED I.ETIER DATED:
D. REQiJIRED FIRE FLOW (gaIlons pet minute):
1 hctve reviewed tke,~ Qroposa! ant! lurve arlvised the applicant of the Fire District requirements.
ll~~- A., V...L4 L' A
SIGIVA'iVRE 'iT1iE DA'[E
WATER PURVEYOR '
RCW 36.70 Brquires eariy coordinntioa uad iaformatiun
A. 7iIS PROFOSAL IS WIT'HiN WATER DISTRIC'T: G,lcol -dRS =n Trr .bj.11;tq
B. SATISFACTORY ARRANGEMENTS FOR DONiEST1C WATER AND FTRE FLOW liAVE BEEflV
MADE AS FOi.LOWS:
A WATER SYSTEM PLAN MUST BE PRLAARED: YES (,I/ NO
REQUIR;EMF.tVZS:
C. SBE ATTACHED LETILR DATED:
XIIview, e ~ pra osat cind huve advised the appliccuit oJthe District requirements
,
~
-~~DAN
SPOKANE COUNTY ENGLNEER - ROADS '
RCW 36.70 B requins esuly eoosdinntioa and intonswtlon
A PR6LIIvilNARY D[SCIdSSION HAS TAKEN FLACE, A COMPI.ETE APPLICATiOA1 b1UST
MCLidDE:
B. O SEE ATTACHED LE'I1ER DATED:
After a preli,ninary review of the proposa4 I have adbised the applicant of some of the
County E»grneer Rood requirements. A complete and detailed review will be provided
after the appltcatia i~ submitted, ►vhich will result u~ a cvmplete tist of requirements nnd
son~iti ar~di provisio»s fer aceess to llte pro osa1.
~ r ~ . ~ ~ ~0 pe ~ , - <<. ~ >L4
c
s
StG1VA7LlRE mI.E DA'1B
' PRELIlvitAtARY SHORT PL 'PLICATION 4 of 5
,
SPUKANE COUNTY ENGINEER - DRAIiVAGE RCW 35.74 B rrquires eaciy coordinatian and lnfaanacton
A PRELII►iINARY CUSSION HAS TA N PLACE, A~O:KPLETE APPLICATI~ MUST
INGI..UDE:
c~ ~
B. ( ) SEE ATTACAFD LETTER DA7`ID:
After a prelineinary review of the proposal, I have ardvised the crppllcant vf some oJthe
County Engineer DrWnage requirements. A complete and detcrited review will be
provided after the application is submitted, whecli will result in a canptete list of
re ' nts mod condi ' ns regarding provisions for draesage forttu proposal.
. ~
~-',~.41 0 V ~ 4;
gvA'NRE IiILL- AA?E
,
SP
RCW 36.74 B requlres early tootdlnatian and Wfatmation
A PR&LIM1NARY DLSCUSSION HAS TAKbN Pt.ACE, A COMP2BTE APPLICATION MUST
INCLUDE: ,~l~~l
~it~ ~df~~~ 1.oT ~ ~ , Ty
,<,eFz-0.r.Z) A4~5_
B. ( ) sEE nZ-racHEn t.ETTER naTso:
AJter a prelimirtary revietiv of the praposal, I have advised the applicQnl of some of
the Counry ERgineer Utititt'es requirements. A complete und detailed rediew will be
provided after tlhe application is submitted, ivttich will result in a complete list of
requirements en uions~ arcliy~ pr+vvisions forQecess ta tlie proposal.
` ~~~.Y t',~Ul >E.~ ~ ~
~ G
SIGNAIVRE ~ 'ITIIF t?ATE
SpUKANE COUNTY HEAL'i'H DISTRICI' RCW 36.70 B requiras enrJy coordinns'san snd infotmatian
A PRELIMWARY DISCUSSION HAS TAItEN PLACE. A COMPLETE APPLICATION MU5T
iNC1UDE:
.
B. O SEfi ATTACHED LET!'ER DATED:
After o prelintinary review of tlie proposal, I Iwve advised tlte applicant of sonje of the
Spokane Counry Aea111t requirenients. A complete and detailed revie►v will be provitied
aftet the application is subnutted, which will result in a con►plete Irst of requirements aul
candirions regarding Health provisions for tlee praposal.
0 c r~'~lE~ z„ .~d 1:.... 6 %Yte
' s~ctvAn~ TttLE nOE
SEWER PUItVEYOR '
(City af SpoJmae or Liberty Lake)
RCW 36.70 8 raquires early coardlnation and infomacion
A PRE.IIMARY DLSCUSSION HAS TAKEN PLACE, A COMPGETE APPGICA170N MUST
ItvCLUDfi:
8. SEE ATTACEiED Lb"I'TER DATED:
After o preli,riinary review of 4:e pi+vposa4 I have arlvised t1he applicant of some of rhe
Sewtr requirements. A complete mtd deloited review will be provided after the applicatirm
is submined, which will result in o complete list of requiremenrs curd conditions regurding
Sewer rov ons r ro saG
C~i~..et-!:1' a"C".
SIG.yA7UR8 1~
~ ~
Tfil~ OA'IE
. •
PRELIArONARY SIiORT PLA7 :.IGATION F of 5
WASHINGTON STA'fE DEPARTNIENT UF TRANSPURTATIUN (NOTE: Signnture taquirod oaly if access is provided from A Stace Highway)
RCW 36.70 B roquina eariy cootdtnation and infcrmati+on
A PREGIIuiINARY DISGUSSION HAS TAKEN PLACE. A COMPLETE APPLICATION MUST
IIVQUDE:
B. S8E ATTACHED LETTER DATED:
After a preliminar} review of tlce proposal, l hcve advised the appdicant of sorne of tlte State
Sigliway requirtments. A conipiete and detailed review witl be provided after the application
is sub»iiued, which wi!l result in a complete list of requiremenls and corrditions regarding
provisions for Higl:way access to the propasal.
SIGNATURfi 'ITI1.E DA'lE
PART IV
LEGAL OWNER SIGNATLIRE
(Si&natum of legat vwacr or ictter of authorizntioa from legaf awncr)
(print name) SVIOBAR OR AFEIIiM THAT 'I`HE
ABOYE RESPONSES ARE MADE TRUTHFULLY AAPD TO THE HEST OF MY RNOWGfiDGE.
I FUR'THBR SVVEAR OR AFFIRM THAT I AM THE OWNER OF RECORD OF THE AREA PROFOSED
FOR THE ABOVE IDENTLFED LAND USE ACTTON. OR, IP NOT THE OWh'ER, A7'TACHED HERCWITH
IS WRITIEN PERhIISSIpAT FROM TRfi OWIVFR AUTHORIZriVG HiY ACTIONS ON HIS/HER BEHALF.
I Fi3RTHER SWEAR OR AFFIELM THAT I HAVB ATTACHED THE SIGNED AND 1,ATED "AFFIDAVIT OF
A.DJACENT PROPHRTY OWNER / TAXPAYER ADDRESSES."
NAME: 21eae~- 4y~ DATE:
ADDRESS: fPHONE: ,Y"S.•? y-3
zIP
SIGNATURE ppTE
NOTARY STATE OF WASHINGT'ON ) ss; (For Pvt N above)
COUNTY OF SPOKANE )
SUBSCRIBED Ai`AD SWORN to beforc me this day of 19
Is0'TARY SEAL •
v noTiRv siaNAnM i'
Netary Pubtic in and tor the Statc of Washington
Residing at: a~Pt1 C s►nJt
My nppointmcnt expires: f0
PART V
f To be campleted by the Division of Building aad Planaing)
DAI'E SUBMITI'ED: ~ ~1 r~t PLANNER: • ` -
T4rai. FEE.s: REcEIPr #o
FU E#: ~iCOMPLEfE APPLICATION:
a
W-oS rCIC ^/lT M~ .~LA JLJ
. ~
SPOKANE COUNTY DIVISION OF BUILDING AND PLANNIlVG
PRELIMINARY SHORT PLAT
APPLICATION
~ C ~P T I
{ LEGAL OWNER'S NAME: Claire enne ,
MAII.ING ADDRESS: 1 91 n A F.a zt 4 t- h AvenuP
Crry; Spokane STATE: wA ap: 99016
PHONE: (w~ork) n/ a (home) ( 5 0 9) 9 2 4- 5 2 9 3 (gax) n/ a
IF APPLICANT IS NOT THE OWNER, INCLUDE WRTTTEN OWNER AUTHORIZATION FOR THE
BELOW DESIGNATED CONTACT TO SERVE AS REPRESENTATIVE.
OWNER'S DESIGNA'TED CONTACT: R amm A s s o c i a t e s r I n c.
MAILING A.DDRESS: South 25 Altamont Street
CITY: S.pokage STATE: WA ZIp: 9 9 2 0 2
PHONE: (v►•ork) ( 509 ) 534-8086 (home) n/a (gax)( 509 ) 534-81 59
LOGATIOr OF PROPOSAL SITE (general description by which direction and how far from roads and intersections
and other community features): Corbin Addition Greenacres east of Barker
Road, west of Hodqes Road, north of Fourth Avenue, and south
of Second Avenue. ,
SECTION(S) N-; / S e c, 20 TOWNSHIP 25 RANGE 45
I HAVE ATTACHED THE LEGAL DESCRIPTION OF PROPOSED SITE : (X ) YES
(Attach legel description for the entire area to be subdivided on the Preliminary Short Plat map stsmped by a
Washington State licensed Land Surveyor)
STREET AUDRESS OF PROPOSAL SITE (if any): 1 91 09 East Fourth Avenue
NAME OF PUBLIC ROAD(S) PROVIDING ACCESS: Fourth Avenue and Second Avenue
AUDITOR RECORDING NO.(S) OF PRIVATE ROAD EASEMENT(S) AND MAINTENANGE
AGREEI►iiENT(S) PROVIDING ACCESS:
ASSESSOR TAX PA.RCEL NO.(S) OF PROPOSAL STI'E: 552 0 2. 01 7
SIZE OF PROPOSAL SITE (acres or sq. ft): 2.18
ASSESSOR TAX PARCEL NO.(S) OF AD3ACENT LAND OWNED OR CONTROLLED:
None
SIZE OF ADJACENT LAND OWNED OR CONTROLLED (acres or sq. ft.): n/ a
DESCRIBE EXISTING USE(S) ON PROPOSED SITE (such as buildings, wellr sewer dra.infield and rs~
Currently there is a single family home with an outbui"i g
located on the Southern Quarter of the property. Behind the
ho in ?n th,e qarden a.rear there is an existinq sentic/drainfield.
EXISTING ZONE CLASSIFICATION(S): UR- 3. 5
COMPREHENSIVE PLAN CATEGORY: Urban •
DOES THE PROPOSAL FRONT ON AN ARTERIAL OR PLA►NNED AR1'ERIAL; pt ) YES NO
NAME(S) OF ARTERIAL ROAD(S): Fourth Avenue (601 ROW )
LIST PREVIqUS SPOK:ANE COUNTY ACTIONS IlWOLVING THIS PROPERTY: (such as Tax Segregadon
Applicatian, Certificate of Exemptions, GA or EA Affidavit, Other Subdivision, Zone Chaage, Variance,
Condidonal Use, Temporary Use, SEPA Review, Dependent Reladve, Zoning Code Violadon, or Others):
T1one known.
~ •
PRELIlVIINARY SHORT PLAT APPLICATION Page 3 of 5
PART II
f SURVEYOR VERIFICATION
I, PA TR/ CX l7. /rI DtWe (print name) AWASHINGTON STATE
~ R, HAVE COMPLETED THE INFORMATION REQUESTED. LEGAL
SC , ARY SHORT PLAT HAVE BEEN PREPARED BY ME OR UNDER MY
~ ~ CE WITH THE REQUIREMEN'I'S OF THE SPOKANE COUNTY ZONING
S AND THE LAVi/S OF 1'HE STATE OF WASHINGTON. ALSO, WITHIN
U O UNTY BASE MAPS. I HAVE SHOWN THE LOCATION OF THB SUBJECT
O~E'R D~ ATTACHED COUNTY ASSESSOR MAP AND THE ATTACSED
~~VTY ER' x P.
DATE:
D ~.a ~ ~'ts•-~- Zod PHONE:
ExPiAes 1208
~ ZIP: ~~ZOy
~
PART III
AURSUANT RCW 30.70 B, THE APPLICANT AND THE APPROVAL PROCESS REQUIRES EARLY
COORDINATI0N AND INFORMATION. PRELIMINARY AGENCY CONSULTATION IDEivTIFFIED BELOW.
FIItE NZAItSHALL / FIRE DISTRICT
RCW 36.70 B requires early coordination and information
A. THIS PROPOSAL IS WITHITT FIRE PROTECTION DISTRICT NO.
B. WHAT IMPROVEMENTS NEED TO BE MADE TO MEET THE DISTRICT'S FIRE PROTECTION
REQLIfTREMENTS?
C. SEE ATTACHED LETTER DATED:
D. REQUIRED FIRE FLOW (gallons per minute):
I have reviewed the proposal and have advised the applicant of the Fire Dism'ct requirements.
SIGNA'IURE Ti1IB DA'IE
yVATER PURVEYOR RCW 36.70 B requires early coordination and information
A. THIS PROPOSAL IS WITHN WATER DISTRICT:
B. SATISFACTORY A►RRANGIIvIENTS FOR DOMESTIC WATER AND FIRE FLOW HAVE BEEN
MADE AS FOLLOWS:
A WATER SYSTEM PLAN MUST BE PREPARED: YES NO
REQUIREMElVTS:
C. SEE ATTACHED LETTER DATED:
I have reviewed the proposal and have advised the appticant of the District requirements.
SIGNATURE 11'!IE DATE
SPOKANE COUNTY ENGINEER - ROADS '
RCW 36.70 B requires early coordiaation and informacion
A PRELIMINARY DISCUSSION HAS TAKEN PLACE, A CO1ViPLETE APPLICATION MUST
INCLUDE:
B. SEE ATTACHED LET'TER DATED:
Afrer a preltminary review of the proposal, l have advrsed the applicant of some of the
County Engineer Road requirements. A complete and detailed revietiv will be provided
after the applicatio ' submitted, which will result u: a complete Irst of reqiurernents and
onais ilOiard provisions for access to the pro osal.
^,Q ~ - o
SIGNA'IURE 1TII~ DA'IE
1 •
PRELAVIINARY SHORT PLAT APPLICATION Page 4 of 5
SPOKANE COUNTY ENGINEER - DRAINAGE
RCW 36.70 B requires eacly eoordinatidm mnd information
A PRELIMINARY DISCUSSION HAS TAKEN PLACE, A C0141PLETE APPLICATION 1ViUST
INCLTJDE: '
~
B. SEE ATTACHED LETTER DATED: Afrer a preliminary revietiw of the proposal, l have advised the applicont of some of the
Cowity Engineer Drainage require»ter2ts. A complete atid detailed review will be
provided after the applicution is submitted, wl2ich will result in a complete list of
re ' ements con=ja regarding provisions for drainage forthe proposal.
' Co AE/
`
anqtt TM,E DA1E
~
SPOUNE CU '
RCW 36.70 B requires early coordination and jnforaiatioA s." - s, le~
A PRELIMINARY DISCiJSSION HAS TAKEN PLACE, A COMPLETE APPLICATION MUST
INGLLTDE:
B. ( ) SEE ATTACHED LETI'ER DATED: After a preliminary review oj'the proposal, l luide advised ttie applicant of some of
the County Engineer Utilities requirenients. A complete and detailed review wall be
provided a, fter the application is sicbmitted which will result in a complete list of
requirements arid conditions regarding provisions for access to the proposal.
SIGNA'ILdRE 1TILE DA'IE
~
SPOKANE COUNTY HEALTH DISTRICT RCW 36.70 B requtres early coardinat3on and information
A PRELIlvIINARY DISCUSSION HAS TAKEN PLACE, A COMPLETE APPLICATION MUST
IIYCLUDE: SQ.,J
.
B. SE.E ATTACHED LEITER DATED:
After a preliminary revietiv of the proposal, I have advised the applicant of some of the
Spokane County Health requirements. A complete and detailed review will be provided
after the applicatiott is submitted wliich will result in a complete list of requirements and
conditions regarding Health provisions for the proposal.
(''A c 1'6~/" ?,n 20 r~ IV96
If SIGNATURE 'I1'IIE DAZE
SEWER PURVEYOR•
(City of Spokane or Liberty Lake)
RCW 36.70 B requires early caordinaaon and information
A PRELIMINARY DISCUSSION HAS TAKEN PLACE, A COMPLETE APPLICATION MIIST
INCLUDE:
B. SEE ATTACHED LE'ITER DATED:
After a pr•elitninary review of the proposg 1 have adbised the applicartt of some of the
Sewer requarements. A complete and dEtailed review tivill be providtd after the application
is submitte4 tibhich will resudt ut a complete list of requirements and conditions regarding
Sewer provisions for the proposal.
SIGNATURE 'ITILE DA1E
.
.PERMIT CENTER PASSPORT
53
Date: Numba:
Nsnic _ ~ - - phcno - '
iy - -
aaarm-(
, - -
~ - ' Commcnss:
CUSTOMER:ROUTII~tG
- -
Division of Build.-tt._. &Plannin~ Divisiflalof Huildint& Pienm -
^tiz,` ,t. • •'t+c:'_: %C}`: !~".,v.'''~ ='5+~.~{'r:.,; A~:•
.r {xn" ..~~~vYr: Q!': • : ~ • ^S 'n.r''n'-• ti::'+C} r
~iz, : {<t•:~:~}~'tiv~?~" ~ l, 1 . r.
FI-Addiessing: oAdmin.Eioccoadn oAP,.h pa,,;,t
Fli , Buiiding P,etmit' FlArtitial Rd,Plen'Iufo _ ~Flood Plain Famit
F] Codelnfomiatiori• Bindirig,Sita.Plan'Info ~ PubticlPiiwk Roads -
r]1c,0mmcr6iaURcvi6W ~ Ccrt, of Ex0-m-ption_ Res. 81dg Fermit Rev. _
~,.Conference: ~ Canprehaisiva P1en ~ Site Draitage Into
~~ergy Code~Info ~ Cdnd: Usa Permit' _ 111SuWivisionAcvicW
~ Fir`e.Sefety,-Revicw ~ Nonocinfornting Use ~ Utiliry Permit
~ 'Menufactiued-Homc. ~ Pemait Review ~ T.one Chaage;Revicw _ _
~ Mechanical Pc~mits _ . C Shmaincis'Info Z,4 -2,. Z-'~
~
, EICKlierTiermits Si~t.Plat [nfa .a NO FEE;RLQUIRED
Ravicwtr. _ ' T'ma"e dut
E101unibing Pcrinits ~ Subdivision Info ;-*If ~
= - .
- ~
~ Ptivete•Roailtnfo _ ~ Temp.- Uso Permit , . { . . .
V W..
E Residential'Reviaw El Verience Appl.' ~ APAPayma►t
Fl sewer Permits o?ata Cfiocfc ~ Cert of 6x+entption
Fl.-Infonniflon-, ❑ zone unfoT _ ❑ suM,ision Reviow _
~ - ~ ❑ t1LID/Sewoc Info '
~ ~e ReyieW.
' _ . . . . NO FEEREQUIRED - - - - ~ NO FEL'REQUlRED -
Re.wiawa. T'nae out Rcviewa, TSmo-out Reviowec Tane out
UU37SA1PASSP6R I.CiR ?l1619d
RECEIPT surMARY -
, , ~ . .
,TRAIJSACTION "NUNIBER:' T9'6010138' DATE: '~06/20/96
APPLICANT':,CLAIRE ,PENNEL PHONE=
ADDRE33:• 19109' E 4TH•-' AVE
-GREENACRES WA 99016
:
CONTACT NAML,:.=CLAIRE PENNEZ PHONE-
TRANSACTION: 'PRELIM 9HORT PLAT '3IGN-0FE'9, (-PLNG,, ENGRS AND UTZL)
• DOCUMENT~ ID': 1). 2)
9 5 ) 6)
, COIMNTS:, FOR 'PARCEL #55202.0'127'
FEE 4 PAYME NT 3UMMARY
, - ZTEM,rDESCRIPTION QUANTITY. FEE AMOUNT
, 'PRBLIMINARY '-PI.AT3: - ; SHORT .l 100.100
'
,i.AND 'USB ACTION REVW 1 20.00
. :PtiBLI4",3HORT PI.A7: 3 lO'TS 1 893.~00
..t , . - -
TOTAL -DUE 963.~0'0 °
TOTAL PAZO=- 963.00
" 'BAI.ANCE CyWINGa .00
, QAYftNT'DATE RECEIPT# CHECK# PAYMENT-AMOUNT
106120-/96 0O005615 9_762 9.63.00
PROCESSED. BY: ~KATHY CUNIIKINGS
!PRINTED BY: KATHY CUNIMING9
THANK'-YOU *****_**~~***~*~~~ww~~►*wwrsw*****~►,*ww
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