25968 PE-1888 LONG VIEW DRIVE
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- '~ECEIVED
JUL 12 2DOZ
SrOKW MLni i EISU+u.a.R
DRAZNAGE TECHNICAL
REFORT
- for
L+DNG VTEVV PLACE PUD
OFF{CE111. RMC DOCliMW
~ aPL1KANE COUNTY ENGINEER`$ OM
0!~L~1 ~
PR4JECT #
- SUBMi'i'TAL # w
- - RETURN TO CmUNTY ENGINEER
~
I
DRA1NAGE TECHNICAL REPORT
- for tne
LONG VI EVI! PLACE PlJD
. , cLc Nv. Sa 10339
-July, 2002
- Prepared By:
C.L. C. .4ssocrates
707 W. 7th Avenue
Suife 200
, Spokane, WA 99204
_ (509)458-6840
- I
I I
DFu4►I NA►GE REPC3 RT
far the
LO1VG VIEW PLACE PUD
5pvkane County, Washingtan
July, 2002
a . - . .F 'R . . .
'I'~~~cl i~;n impr.o~uement"s~st~o~n in t~is set af piar~s~ and ca~eul~rtions canfar-m t~ tbewapplica'~le
~editiQns ~f the Spokatu~',Cauni,y ~tandards far ~tnad and Sewer nstructign sna tt~e ~ppk~n'c
Gv~n (~~i'slelines fe~~ ~tnrmwater FvIanagement. All design de~iatians h~~ve be~en appro~ed 1~~+
t~ S~okane Caunt;y neer. I approWe these p~~ns (¢alcul'a~inns_~or ca~istruction:
This repart has been p repared hy Craig A. MacPhee, E.I.T. vf CLC AssQCiates under the
directiQn of the unclersigned professional engi neer whose seal and sigraature appear h erevn.
J
r
~OATp~,
dF.XPHU 9l24/
4.._ -
; ~ Todd R. Whipple, P.E.
Long View Plaee PUD
Drainage Narrafive
GEN,ERAL
; The propvsed Long View Place PUD on 3.31 acres cansists of 15 residential Ivts, gen erally
' Iocated in the NW 114 of 5ection 19, Township 25 Narth, Range 45 East, W.M. within
Spokane County, Washington. Specifically, the devefopment is located adjacent ta and east
; of Lorrg Rvad, beiween 6"' and 7t' Avenues, within the Spokane Valfey. The site is presently
vacant wi#h pasfure land far grazing. A Vicinity map has been inc[uded in the ►4ppendix.
; PUFiPC3SE
, The purpose afithis report is to determine the extent of storm drainage facilitieswhach wilf be
~ required tv treat and dispose of the stormwater nanv#f created by the deVeloprnent of the Long
View Pface PUD. The storm drainage facilities vn th is project haVe been designed in general
accordance with the Siaokane Cduntv Guidelines for Starmwater Manaaement fa cvrtVey and
'dispose of runafFfrvm a 1 0-year design storm eVentforbasinswitFr onsite nunoff only. The 50-
year storm eventwas used forthose basins vrcvmbinatian of basins with any offsite runoff.
_ ANRLY5IS MFTFIti!]OLDGY
The Rational Method rrvas used tv determine the peak discharges and runaff►rolumes fvrall
-hasins created by ordraining intQ the proposed deVelapment. Weighted Runoff Cosfficients,
°`C" Factars, vvere used in all time of concentratEOn and peakflow cafculations. Forthis project,
the Intensity, Duration, and Frequency (IDF) curves frorn 5pokane, Medical Lalce, Reardan,
Cheney and Rackfvrd areas were used.
~ The Long View PIace PuD development is within the Aquifer Sensitive ►4rea of Spakane
Cvunty and is therefare sublect to '208' treatment requirements.
TOPQ+GRAPHY
As can be seen fram the basin map encfased, the site is flat to rolling, with s[opes ranging
fram fla# ta 3 percent. The existing site naturally drains fram southeas# ta narkhv+rest. The natural
topography was used as much as pvssible #o rvute starm drairrage. N❑ cancentrated pre-
exis#ing ffows were observed, nvrwere there any signs tha# anything other than sheet flow and
ground absorptian have occurred on this site.
, -CLC'.4S5(1C1,4TES ~ LONG YIEWPL.9CEPUD
F SOILS
SC5 Classifrcations
As can he seen frvm the accompanying svifs map from the Spokane CountySvils 5uoveyas
performed by the SCS, tY1e 51te CDCISI5t5 of C7ne SUiI t]IpB, within the Class g designatian.
I i
GgA - Garrisvn g ravelly Ivam, 0 ta 5 perce nt sio pes: This compfex vf sail is a somewhat
excessivelydrained sail fQrmed fram a variety vf igneous rock. 5urface runafFis slvw, and the
hazard of erasiQn is sl'rght. The SoDkane Countv Cuidelines for 5tormwater Manavement
indicate this to be a Type 6 Svil Graup and pre-apprvved for standard dryweil disposal.
' Onsi#e 5ails Investigation
~ SvbsurFaae investigation tes# pits were excavated in the general lacatians vf the vnsite
drainage pands by members af the STI Nvrthwest technical stafF. Thetest p€# logs indicate tha#
the native sails encountered are cnnsistentwith the soils listed in the SCS Survey. Asite map
showing the test pit lacations and the test pit logs is prayided in the Appendix.
~
DRA1NAGE CALCULAT1ON5 SU1VlMARY
_I
Uffsife Basrn ti►taits
Based on the general gevgraphic tendencies surrounding fhis site, offsite flowsfrom the east
- enter onto the site. The offsite basin limits were detsrmined from numerous site visits and the
- existing gr❑und cvntaurs. A 30-scale basin map, showing basin limits, time of cancentratian
routes and tract Iocations, 4s pravided in the Appendix.
- Onsite Basin Limifs
►411 runofF within each drainage basin will be caflecxed in the streets and conveyed fo the
, varivus drainage facilFties and ponds. Frvm high pvints in the praposed raad improVements,
_ assumed Iot grad ing and tract locatEOns, the proposed Long View Place PU❑ deVe lopment
was diVided into 3 sub-draanage basins, Al, A2, and A3. A basin map, showing the indiuidual
basin 6imits, is provided in the Appendix.
Peak Flaw Calcula#inns
-Rational Methad drainage calculativns were perFvrmed in general accvrdance with the
Sovkane Cauntv Guidelinesfvr5tarmwater Manaaementto determinethe runoffvvlumes and
#lawratesforeach basin. Weighted rianvffcoefficients, "C„ Factars, were caCcufatedforeach
basin, based on the surface areas, surFace types arrd runvff coefficients described in Table
, 1 af the Stormwater Guidefin es. Yhe table labeled "Basin Summary Table," provided 1 n the
cLCAssocIArEs 2 LoNG vrE W PZ.AcE PUD
i
! i
I
, Apperadix, lists #he surFace arsas, runoff caefficients foreach surfacetype and the weighted
ru noff coefficients for each basin. Peak flvw rates were determined for each su b-basin and
major basin for either the 10 vr 50-year stvrm eVent, depending on the addition otof#site ffows.
! The sub-basin peakflow rateswere used in thefollawing inletand pipe calculations. Th e Peak
I_ I Flvw calculativn wvrksheets are prvvided in the Appendix.
`208' Treatment Galculafiorrs
_ Forthis devefopment, the storm drainage ponds are locaked in tract areas. As shvwn an the
~ i basin map, Tracts A and B wil6 be used for starm drainage stvrage ponds. Minimum pond
~-storage volumes were calculated in accvrdance with fhe `208' treatment requirements
specified in the Si)okane Countv Guideiines for StQrmwater Manaoement. The stvrage
~ Volu me for each pond was designed tv adequately contain the runoff created hy the first half
inch of rainfall upon the street, sidewalk and driueway impervious areas within the basin i#
-setves. The individua[ pond vvlumes provide waterqualitytreatmentfv a depth af 0.50feet.
Provided treatment vvlumes are greater than the required treatment volumes for each
~ drainage basin.
;
' Bawstring Calculatiorrs
~ Bvwstdng calculativnswere perFormed farthe major basins tv determine the required starage
vvlume fvreach majar hasin forthe designated starm event. The storage volurnes provided
are greaterthan the require starage uvlumes de#ermined through th e bows#ring cafculativns.
Bowstring calculativn wvrksheets are inc6uded with the Peak Flaw calculatians, in the
- Appendix.
Runoff volumes greater than the proaided stvrage volumes wifl be dispvsed Qf, Via subsurface
J infltration, with standard drywelfs. Accvrding to the 5r)okane Countv GuEdefines for
- 5tormwater Manaraement, #he flow capacitFes for Type ►q and Type B drywells in apprvved
sails are 0.3 and 1.0 cfs respectively. These values were used in the BQwstring calcula#ivns
as the minimum outflow rates, since the natiVe soils were carrfrmed ta be rype B soiCs.
Inle# Calculations
Inlet calculativns were performed in general accordance wit~h the Sqokane Countv Guidelines
for 5tormwater Manaaement and the 11VV'.S.D.O.T. Hydraulic Manuaf to determine the runofF
receNed and by-pass flvws fvreach infet By-pass flaws cafculated forthe infets vn cantirauaus
grades were added to the fallvwing dawngrade inlet. Calculation worksheets for the
appropriate storm event for inlets an cvntinuous gradeand in sump cvnditivns are proVided
in #he appendix.
In accvrdance with Figure 37 ofthe 5ookane Countv Guidelines forStvrmwafer Manapement
_ the rnaxirnum flowwitith ohserved, during the 1 0-year storm event, was 6.7 feetand 6.8 feet
~ CLC A SSQCIA TFJ 3 ,LfJNG VlEY€' PL.ACE FUI)
I
(heft and Oght respectively), provid irtg a min i m u m af 8.8 feet and 8_7 feet comhined for 17.5
~ feetof Non-Flood Zone Width. The minimum required vuidth for lacal access streets vrpriVate
- raadways is 12 feet (6 feet lefk and fi feet right). Please see #he technical appendix far a
, cross-section iflustrating the flovded and nan-flooded width.
- Pipe Galculatians
H.D.P.E. storm pipe was sized ta conVeyihe runoff received fram a!I upstream inlets, and to
provide adeQuate headwaterdepth withm each catch basin. Construction details and a storm
drainage pipe sy+stem prafile can be fnund in the street and drainage plan set far Lvng View
~ Place PLID.
CC3NCLUSION
As demvnstrated by the carcufatians and body of this repvrt, the starm drainage facilities
pro►rided in this design will adequately remove from the streets, provide necessary tr+eatment,
- and dispvse of the stvrmwa#er runaff for the 10 and 50-year design storms, where
apprvpria#e, as required by Spokane County for the Longview Pface PUD.
~
CLC.4SSC?CIATES 4 L(7NG YIEWPLRCE Pl'JI?
APPENDIX
~ili!4PS ~ -
- _ S
_ Vicinity Map . ~
- - Sails Map No. 76 _
- TA6LES ~
Basirr Summary Table , -
[DW~~~NAG-E -CALCULA71ONS
` ~ -'Pe~kr Flovv and 6aws#ring Calculations
•y.F~_ .x~~
- d~`~f. ln
let and Pipe Ca1cu1atians
~
Rip Ra,p Calculations
- B~Ax~S:I' hI°MAPS
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- - si - -
NUPS
VICINITY MAP
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- ~ E L fiTH 19 STH
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P'ROJECT m
- LOCATION . - - , ~
~ .
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VICINITY MAP
~
SOILS MAP
SC5 SOIL SURVEY QF SPOKANE CaUNTY
SHEET T6
Sheet b7)
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- - ~ TABLES
- - -
- . { ; _
- • - _ ~ ~ _ ~
TABLES
Basin Summaey Tabie
- I _ - ~ ~ - ---I i i j ~ i i - -
Lang View Place PUO Basin Sumrnary Tahle
Rvad Imp. House Area Drfveway Tatal Peaic GIA 1fol, GIA Vol.
Total Area Area 18005FILat Area Imp. Rcea Runoff Flow 1 Req'd Prod'd autflQw Number & Type
Basln (SF) (Acres) (SF) Hvuses (SF) (SF) (5F) Cveff. (cffs) {cu.ft) (cu.ft) (cfs) of Qryw011s
A1 49,131 1.13 8.193 5.0 9,600 2,500 19,699 042 1 33 .N-
A2 5{],080 1 15 6,916 45 8,100 2A00 17,016 0 37 1 13
A2 51,225 1 18 9.756 30 5.400 3,000 98,166 o 38 1 16 -
A 150,436 3 45 125 22,500 7,500 54,881 039 3.71 1037 1228 20 2 Qaublss
IdOTE. C= f0.9'(IMPEFil1tOU5 AREA) * 0 1'[PERV1p115AREA]11TC]TAL RREA
WHERE C = RUNCIFF CUEFF.
S010339 CLC RSSOClATES, INC. 7111102
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PEAK FLOW & BOWSTRING
CALCULATIONS
i
PEAF{ FLC}W CALCULATION PR❑JECT. Long View Piace PU❑
j BAS1N: A1
- Tot. Area = 1.13 Acres
Imp. Area = 19,699 SF
- - C - 0.42
~
, CAS E 't
40 ft. averland Flvw
Ct = 0.15
L - 40 ft_
~--n= 0.400
s = 0.005
Tc ~ 3.88 min., by Equativra 3-2 af Guidelines
-1
420 ft. Gutter ffow
Zl = 50.0
' Z2 = 7.00
n _ 0.016
i 5 = 0.0333
- d = 0.136 ft.
i
i'
A R Q Tc Tc tatal 9 Qe
0.47 0.07 1.33 2 49 6.37 2.80 1.33
Qpeak fvr Case 1= 1.33 cfs
CASE 2
, Case 2 assumes a Time af Concen#ration less than 5 minutes sa that the
i peak flow =.9{3(3.18){imp. Area) = 1.29 cfs
~
I~
_ Ser, the Peak flaw for the Basin is the greater of the two flaws, 1.33 cfs
~SM339 BA56N-REVlSED CLC A550CiATES, INC. 7111102
PEAK FLOW CALCULAYIQN PRQJECZ: Lvng View Pface P11D
' BASI[V: A2
Tot. Area = 1 15 Acres
~ lmp. Area = 17,016 5F
- C_ 0.37
, CASE 1
40 ft. C7uerland Ffow
I Gt- a.15
L = 40 ft.
' n = D.4Cl0
s = 0.005
I
Tc = 3.88 min., by Equativn 3-2 0f Guidelines
; -i
, 480 ft. Gutter flaw
; i Z1 = 50.0
zz = 3.50
n = 0.016
i ~ S = ❑.a250
- d = 0.132 ft.
A R Q Tc Tc to#al I Qc
i ~ Q.47 0.07 1.13 3.33 7.21 2.65 1.13
~ i QpeaBc far Case 1= 1.13 cfs
I ; CASE 2
- Case 2 assumes a Time of Goneentrativn less than 5 rninutes so that the
peak flow =.90(3.18)(Imp. Area) ~ 1.12 cfs
So, the Peak flow 6or the Basin is tFae greater of the fwo flaws, 1.13 cfs
s010339 eAsiN-~EViSEo CLc assOcIArEs, ENc 7r11102
PEAK FLOW CALCULATION PROJECT: Long View Place PUD
BA51N: p3
I
Tot. Area = 1.18 Acres
Imp. Area = 18,156 SF
C = 0.38
CA5 E 1
40 ft. Overland Flaw
Ct = 015
i ~ L = 40 ft.
' n = 0.400
_ s = 0.005
Tc = 3.88 min., by Equation 3-2 af Guidelines
' 520 ft. Gutter flow
~ Z`! = 50.0
' Z2 = 3.50
n = 41.015
~
5 = 0.0240
~
d = 0.135 #t.
A R Q Tc Tc tvta l I Qc
0.49 0.07 1.16 3.63 7.59 2.60 1.16
Qpeak far Case 1= 1.16 cfs
i~
' CAS E 2
. Case 2 assumes a TEme aF Concen#ratEan less than 5 minutes so that the
, peak f[ow =.90(3.18)(Imp. Area) = 1.19 cfs
Sv, the Peak ffow for the Basin is the greater of !he twv flows, 9.19 cfs
5010339 BFIS11V-REVISE❑ CLC F1S5C3GlATES, I1dC. 7I1 11Q2
SPOKANE C~JUH~`f ENGINEti~
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~
DRAINAGE TECHNICAL REPORT
for the
LONG VIEW PLACE PUD
" CLC No. S010339
July, 2002
Prepared By:
C.L.C. Associates
707 W. 7th Avenue
Suite 200
Spokane, WA 99204
(509)458-6840
DRAINAGE REPORT
for the
LONG VIEW PLACE PUD
Spokane County, Washington
July, 2002
The design improvements shown in this set of plans and calculations conform to the applicable
editions of the Spokane County Standards for Road and Sewer Construction and the Spokane
" County Guidelines for Stormwater Management. All dcsign deviations have been approved by the
Spokane County Engineer. I approve these plans (calculations) for coostruction. -
This report has been prepared by Craig A. MacPhee, E.I.T. of CLC Associates under the
direction of the undersigned professional engineer whose seal and signature appear
hereon. ES D
J ~ OVVWASl
:J z a 0
38318 ~ I ~ oL
~ ISTF-R~o
~s~oNa L ti~G
.'_,ES•01-21-03/ 1
~ Doug J. Desmond, P.E.
r '
1
~
~
' •
. Long View Place PUD
- - Draina,qe Narrafive
GENERAL
The proposed Long View Place PUD on 3.31 acres consists of 15 residential lots, generally
located in the NW 1/4 of Section 19, Township 25 North, Range 45 East, W.M. within
Spokane County, Washington. Specifically, the development is located adjacent to and
east of Long Road, between 6`h and 7th Avenues, within the Spokane Valley. The site is
presently vacant with pasture land for grazing. A vicinity map has been included in the
Appendix.
~
PURPOSE
The purpose of this report is to determine the extent of storm drainage facilities which will
be required to treat and dispose of the stormwater runoff created by the development of
the Long View Place PUD. The storm drainage facilities on this project have been designed
in general accordance with the Spokane County Guidelines for Stormwater Management to
convey and dispose of runoff from a 10-year design storm event.
ANALYSIS METHODOLOGY
_ The Rational Method was used to determine the peak discharges and runoff volumes for
all basins created by or draining into the proposed development. Weighted Runoff
Coefficients, "C" Factors, were used in all time of concentration and peak flow calculations.
' For this project, the Intensity, Duration, and Frequency (IDF) curves from Spokane,
Medical Lake, Reardon, Cheney and Rockford areas were used.
The Long View Place PUD development is within the Aquifer Sensitive Area of Spokane
County and is therefore subject to'208' treatment requirements.
TOPOGRAPHY
As can be seen from the basin map enclosed, the site is flat to rolling, with slopes ranging
from flat to 3 percent. The existing site naturally drains from southeast to northwest. The
natural topography was used as much as possible to route storm drainage. No
concentrated pre-existing flows were observed, nor were there any signs that anything
~ other than sheet flow and ground absorption have occurred on this site.
i
CLC ASSOCIATES, /NC. 1 I.ONGV/Efv PUD
,
i
t ~ -
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SOILS
5CS Cfassdficaticans
_ As can be seen fram the accflmpanying svils map from the Spakane Gounty Svils Survey
as peeFvrmed by th e SCS, the site cons ists vf one so il type, within the Class g designation.
GgA - Garrison gravelly Ivam, 0 to 5 percent sCopes: Thris comp9ex of svil i5 a samewhat
excessivefy drained soil farmed from a variety of igneous rock. 5urface runvff is slvw, and
Ithe hazard of erosion is slight. The Spokane Cvunty Cuidelines for 5tormwater
Manageme nt indicate this to be a Type B Soil Group and pre-appraved for standard drywell
- disposaE.
~
- 8nsite Svils Investigativn
; SubsurFace investigation tes# pits wece excavated in the general kocatinns of the onsite
- drainage pon ds by merrihers af the 571 Nnrthwest techn ical staff. The test pit logs indicate
, that the native svils encvun#ered are consistent wtth the soils Iisted in the SGS Survey. A
' site map showing the test p9t locations and the test pit Iogs is prQVided in the Appendix.
- DR+41NAGE CALCULATI[]NS SLJMM►4RY
[7ffsite Basin l.imits
, .
Based on the general geographic tendencies surrQUnding this site, offsite flows from the
east erater anto the site. The offsite basin f imits were determined frorn numerous site visits
,-and khe existing ground cvntvurs. A30-scale basin map, shawing basin limits, tirne af
concentration routes and tract Iocations, is provided in the Appendix.
; Onsrte Basirr Limits
AII runvff within each drainage hasin will be collected 9n the streets and conveyed tv the
variaus drainage facilities and ponds. Fram high points in the proprased raad
imprpvement5, a5sumed aat grading and tract Iocatians, the proposecf Lang, Vierv Place
PUD develvpment was ciivided into 3 sub-drainage basins, R1. A2, and A3. A basin map,
showing the individuai taasin 9imi#s, is prvvided ira fihe Appendix.
Reak Flaw Calculations
Rational Methad drainage cafculatfvns were perfQrmed in general accflrdance with the
Spakane County G uidelin es for Sto rmwater IV1an agerraent ta determine the runvff vvfumes
~ and flow rates fvr each basin. Weighted runoff cvefficients, "C" Factors, were calcufated
' fvr each basin, based on the surface areas, surFace types and runoff coefficients descri6ed
in Tabie 1 of the Stormwater GuideFines. The table labefed °6asin Summary Table,"
provided in fhe Appendnx, lists the surface areas, runvff caefficien#s far each surface type
~
' CLCr3SSC7CIATES 2 LCJNG VIEW PL.9CEPUD
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and the weighted runoff coefficients for each basin. Peak flow rates were determined for
' each sub-basin and major basin for the 10-year storm event, depending on the addition of
offsite flows. The sub-basin peak flow rates were used in the following inlet and pipe
calculations. The Peak Flow calculation worksheets are provided in the Appendix.
`208' Treatment Calculations
For this development, the storm drainage ponds are located in tract areas. As shown on
the basin map, Tracts A and B will be used for storm drainage storage ponds. Minimum
pond storage volumes were calculated in accordance with the'208' treatment requirements
specified in the Spokane County Guidelines for Stormwater Management. The storage
volume for each pond was designed to adequately contain the runoff created by the first
half inch of rainfall upon the street, sidewalk and driveway impervious areas within the
basin it serves. The individual pond volumes provide water quality treatment to a depth of
0.50 feet. Provided treatment volumes are greater than the required treatment volumes for
each drainage basin.
Bowstring Calculations
Bowstring calculations were performed for the major basins to determine the required
storage volume for each major basin for the designated storm event. The storage volumes
provided are greater than the require storage volumes determined through the bowstring
calculations. Bowstring calculation worksheets are included with the Peak Flow
• calculations, in the Appendix.
Runoff volumes greater than the provided storage volumes will be disposed of, via
subsurface infiltration, with standard drywells. According to the Spokane County Guidelines
for Stormwater Management, the flow capacities for Type A and Type B drywells in
approved soils are 0.3 and 1.0 cfs respectively. These values were used in the Bowstring
calculations as the minimum outflow rates, since the native soils were confirmed to be
Type B soils.
Inlet Calculations
Inlet calculations were perFormed in general accordance with the Spokane County
Guidelines for Stormwater Management and the W.S.D.O.T. Hydraulic Manual to
determine the runoff received and by-pass flows for each inlet. By-pass flows calculated for
the inlets on continuous grades were added to the following downgrade inlet. Calculation
worksheets for the appropriate storm event for inlets on continuous grade and in sump
conditions are provided in the appendix.
In accordance with Figure 37 of the Spokane County Guidelines for Stormwater
Management the maximum flow width observed, during the 10-year storm event, was 6.8
feet and 7.4 feet (left and right respectively), providing 16.5 feet of Non-Flood Zone Width.
The minimum requjred width for local access streets or private roadways is 12 feet (6 feet
CLC ASSOCIATES 3 LONG VIEW PLACE PUD
,
~ ,
left and 6 feet right). Please see the technical appendix for a cross-section illustrating the
; . flooded and non-flooded width.
Pipe Calculations
i
- H.D.P.E. storm pipe was sized to convey the runoff received from all upstream inlets, and
- to provide adequate headwater depth within each catch basin. Construction details and a
storm drainage pipe system profile can be found in the street and drainage plan set for
Long View Place PUD.
~ CONCLUSION
As demonstrated by the calculations and body of this report, the storm drainage facilities
provided in this design will adequately remove from the streets, provide necessary
treatment, and dispose of the stormwater runoff for the 10-year design storms, where
appropriate, as required by Spokane County for the Longview Place PUD.
CLCASSOCIATES 4 LONG VIEW PLACE PUD
f
•
APPENDIX .
MAPS
Vicinity Map
Soils Map No. 76
TABLES
Basin Summary Table
DRAiNAGE CALCULATIONS
Peak Flow and Bowstring Calculations
Inlet and Pipe Calculations
Rip Rap Galculations
NATIVE S41LS INVESTIGATION
BASIN MAPS
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PROJECT m
LOC-ATION. . . . . . - -
VICINITY MAP
~
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SOILS MAP
. 5C5 St71L SURVEY aF SPC7KANE COUNTY
' SHEET 76
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(Joins sheet 67)
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TABLES
- Basin Summary Table
, - i - - - i , - , ~ - , - - ~ , - - , - - ~ - ~ , - ~ - , -
~ - - - ~ - - - - - - -
Long View Place PUD
Basin Summary Table
Road lmp. House Area Drlveway Tntat Peak G!A Vad. GIE4 Vol.
Tvtal Area Area 78U05FlLot Area dmp. Area Runvff Ffaw 1 Req'd Prov'd C]utfiaw Number &Type
Basin (SF) (Acres) (5F) Hnuses (5F) (5F) {5F) Coeff. (cfs) (cu.ft) {cu.ft) (cfs) vf Drywef[5
A1 49,131 113 8.199 50 9,000 2,500 19,699 0.42 1 33
A2 50,0$0 115 7,422 4.0 7.200 2,000 16,622 O.37 1 13
R3 51,225 1 18 10,136 60 10.800 3,000 23,936 047 145
A 150,436 3.45 25,757 15.4 27.000 7,500 80,257 O.42 _ 371 1386 1642 20 2 Qaubles
NDTE' C= 10 9'[IMPERUIOiJS AF;EA] + 0.1'{PERVIpU5 AREAl1lTOTAL AREA ,
WHERE C = RUNt7FF CtJEFF '
S01[}339 GLC A550CIATES, INC. 1011 p120{}2
7
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r 1
~ ~A-jc
.
PEAK FLOW ~ BOWSTRING
CALCULATIONS
' ,
REAK FLOw CALGU'LATAON PRvJ'ECT: Lang View PFace Pua
BASIRI: A1
I---
, Tat. Area = 1 13 Acres
' _Imp. Area _ 10,699 SF
C = 0.42
CASE 1
~ 40 ft. Qverland Flow
t - i Ct = 0.15
i;
~ I L = 40 ft.
n = t}.4flD
S = D.Cl05
Tc - 3 88 min., by Equatian 3-2 of Guidefines
420 ft. Gutter flvw
Z1 = Sa.C}
' za = 1.00
, n = O.o1s
S = 0,0333
~ ~d= 0.136 ft. 6.8 ff.
A R Q Tc Tc tatai I Qc
-------_w
[}.47 0.07 1.33 2.49 6.37 2.80 1.33
Qpeak ior Case 1~ 1 33 cfs
CASE 2
Case 2 assumes a Time Qt Cancentration 1ess than 5 m9nutes sv that the
- peak fl❑w =.9{3(3.18)(kmp. Area) ~ D. 70 cfs
i
` Sa, the Peak tlow for the Basin is the greater of the two flows, 1.33 cfs
S014339'BRSIM-REVISEp.xls CLC AS50CIATES, INC. 1011012002
i'
PEAK FLOW CALCULATIaN PROJECT: Lang V'sew Place PUD
B►4SIN: A2
, Tot. Area = 1.15 Acres
Imp. Area = 9,422 5F
C = 0.37
,I-- I
-CASE 1
40 ft. Overland Flaw
, Ct = 0.15
~ i L = 4[7 ft.
n= 0.400
- 5 = 0.005
Tc = 3.58 min., by Equatiarr 3-2 vf Guidelines
~ 480 ft. Gutter flvw
, Zl = 50.0
- Z2 ° 3.50
- n= 0016
i
~ S = {].a250
d= 0.132 ft. 5.62 ft.
A R Q Tc Tc total I Oc
-0.47 4.07 1.13 3 33 ' 7.21 2.65 1.13
C4peak far Gase 1= 1.13 cfs
, CA5 E 2
~ Gase 2 assumes a 7irne of Concentrativn less than 5 minutes sa that the
peak fIow =.90(3. 1S){Imp. Area) = 0.62 cfs
So, the Peak flow far the 6asirr is the greater af the fwa flaws, 1.13 cfs
- S010339 BHSIIV-REl115ED xls CLC ASSOCIATES, 1fVC. 1011012002
I '
- PEAK FLOW CALCULAT1DN PROJECT: Lang View Place F'UD
~ BASIN: A3
-Tot, Area = 1 18 Acres
Imp. prea = 13,136 SF
C= 047
- CASE 1
; 40 ft. OWerland F1aw
- ~ Ct = 015
i L = 40 ft.
n = D.4flD
5 = 0.005
Tc = 3.88 min., hy+ Equation 3-2 of Guidelines
- 520 ft, Gutter flaw Zl = 50.0
Z2 = 3.50
, , - rr = 0.016
S = f].D240
~ id= 0147 ft. 7.35 ft
,
A R Q Tc Tc total 1 Qc
[].58 0.07 1.46 3.43 7.31 2.63 1.45
Qpeak for Case 1= 1.45 cfs
CA5 E 2
Case Z assumes a Time of Concentration Iess than 5 minutes sa that the
peak fEow =.90(3.18)(Imp. Area) = 0.86 cfs
- Sv, the Peak flow #or the Eiasin is the greater of the two fIvws, 1.45 cfs
5010339 BA51h1-REVISED xls CLG ASSOClATES, INC. 10f1012002
'i
PEAK FLnW CALCIJLATION PROJECT: Lang View Place PUD
BASIN: A
Tot. Area = 3.45 Acres
4mp. Area = 33,257 SF
C = 0,42
I
CA'SE 1
_
i ~ 4(] ft. Overland Flvw
, Ct = 015
~ L = 40 ft.
n = 0.400
- S = 0.005
Tc = 3.88 mirr., by Equation 3-2 oi Guide[ines
I
' 524 ft. Gutter flflw
Z1 = SD.D
Z2 = 3 50
- - n = 0.016
5 = 00240
~ d = Q.215 ft.
p R 0 Tc Tc totaI I Qc
' 1.24 0.11 4.03 2.66 6.54 2.16 4.01
; i Qpsak for +Case 1= 4.01 cfs
GR5 E 2
- ~ Case 2 assumes a Time af Garrcentration iess than 5 minutes so that the
- peak flow =.90{3.18}(Imp. Area) = 2.19 cfs
~
Sa, the Peak flaw fvr the Basin is the greater af the two flows, 4,01 cfs
i
5010339 8A51N-REIIISED.x1s CLC ASSQCIATE5, IIVC. 1011012002
~
i -
BQWSTRlNG METHOD PRC]JECT: Long View Place PU❑
~ DETENTIQN BA51N DESIGN BAS1N: A
iDESIGNER: CAM
, DATE: 10110102
~
- Tirrae Increment (mm) 5
Tme af Cvnc. {min} 6 54
Outfiaw (cfs) 2
~ Design Year Flvw 10
Area (acres) 3.45 -
Impervi4us Area {sq ft} 33,257
~ 'C' Facfor 0.42
' '208' Valume Rrovided 1226
Area * C 1.450
,
Time Time Inc. Intens. Q Devek. VoI.ln V41.out 5tarage
(min) (sec) [in/hr) (cfs) tcu ft) (cu ft) (cu ft)
- 5.54 393 2.76 4.01 2108 785 1323
~ 5 340 3.18 4.61 1854 600 1254
' 10 600 2.24 3.25 2363 1204 1183
15 90(] 1.77 2.57 -2653 1800 853
20 1200 1.45 2.10 2805 2400 4d5
-25 1500 1.21 1.76 2867 3[}00 0
r_ 30 180[} 1.44 1.51 2917 3600 0
j 35 2100 0.91 1.32 2948 4200 0
- 40 2400 0.82 1.19 3013 4800 C]
- 45 2700 ❑.74 1.07 3041 5400 0
~ 50 3040 0.68 0.99 3091 604[] 0
2(]$' DRAINAGE PON❑ CALCULATIONS
i Required '20$' Storage Valume
- = ImperviQUs Area x.5 in 1 12 infft 1385.7 cu ft
208' Storage Volume Pravided 1642 eu ft. @ 8"
, -DRYW ELL REC,}UIREMENTS - 10 YEAR DE51GN STORM
;Maximum 5torage Required by 6owstring 1323 cu fk
Provided 5torage Vvfume 2452 cu ft @ 12" depth
, Number and Type af Drywells Required 0 Single
' 2 aoubfe
,S010339 CLC ASSaClATES 1 011 0120Q2
INLET & PIPE CALCULATIONS
r
SGenario: 6ase
&A p 1~g CB-~"1G ~1''1l CB-AI
r !`1d-
u
7itle Cang View PIaC9 PLl❑ Project Engineee TpR
j Idocuman6s0103391pvnrl a-ravissd stm CLC AssoclaYas Irts StbrmCAGt v4 9(428]
07109102 02 34'58 PM (DHaestad Methods, lnc. 37 13rooksEde Raad Waterhury, CT Q57q8 U5A +1-203-755-1656 Page 1 vf 1
- _ _ _ _ _ " _ ~ - _ _ _ _ _ ' _ _ _ _ _ - - "
F
. . Scenari, 6: Base
Comb+ned PipelNade Repvrt
Label'--orrstructecipstrearrbownstrean' Length Sectivn Auerage Upstream Downstream Hydraulic Hydrau9ic Qawnstream Upstreami Tvtal
Slopa Noda Nods {ft} 5ize VeIacity Invart Invsrt Grads - Grade Ground Ground 5ystam
{fr/ft} tftisJ Elevatiorw Elevation Line In Line Qu1 Elevation Elavatiqn Flow
(ft) (ft) (ft) (ft) (ft) {n} (cfs)
P-A1 0008000 C6-A1 CB-P2 3000 10 inch 4 51 2,05411 2,05387 2.055.10 2,05488 2,05611 2,056 11 246
P-A2 0010000 CB-A2 O-A 10 00 15 inGh 5 22 2,05387 2.05377 2,05467 2,05445 2,05502 2,655 11 3 91
7itle Lvng View Place PUD Prcaject Engineer TDFt
j ldvcument1sfl903391pond a-ravised stm CLC AssocEaYQS Inc StvrirsCAD v4 1[428]
10110l02 08:18.14 AM 9) Haesta[S Methods, Inc 37 Brooksi[fe Road Waterbury, CT 06708 U5A +1-243-755-1668 Page 1 of 1
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I...vng View P1aCe PUD S010376
Spokane County, W ashtngton 10l1 0t20D2
1 D-Year Storm Event
Engineer: CAM
GRATE INLET CALCULATIONS '
in 5ump Gonditions
Inlet Basin Basin + Tnlet Maximum Jnlet By-Pass
Inlets Street and Inlet Type Peak Flow By-Pass k'erimeter Flow ]7epth" Discharge*** Flow
Statzon {cfs} Q F' H Qa Q-Qa
5th Lane TYPE 1
1 STA 15+05.18, LT. GRATE 2.46 2.46 3.67 0.50 3.89 -1.43
6th Lane TYPE 1
1 STA. 15+05.18, RT. GRATE 1.45 1.45 3.67 0.50 3.89 -2•44
Crate Penrneters* Qa = C* P* H ^ 1.5
71'PE 2.hiemngbvne = 3 67' Where. C= 3.0, P=Perirneter, '
TYPE 1 Vaneri =3.57' H= Flow I7epth
* Grate Perimeter = Available Perimeter Divided by a 5afety Factvr of 2.
Maximum Flow L7epth is based an curb crest above inlet.
Calculated in acGOrdance with Spakane CounCy Guidelines for
Starmwater Maraagement, Section 4-1.
.
Inlets
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owner: CRAP[J, DEMNIS A& MELiSSA A
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17907 E STH Al1E GREENACRES WA 99016
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for reTerenr,e use only Legal documenis shauld be obtameci from the appropnate agency.
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REFERENCES
,
kFSC.LNT (A) - FI1lRL PLAi OF` 711RRE CREEN s~5i WpTqH
~ry I I VravtlT_ 25 OF PLATS, Pao($ aa eai0 ~S
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Ot j BA515 7F BEAFtINGS
7H[ 9[APo1JG OF 59946'12'E +lor+G ri+E 5D:ITH UnC OF iHE
fO bo I E~ ~ HpRTHEAST Al1F4TER P£R FlNAL PLAT OF 7I14I1LE CREEF:
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~ Paecel: 551910613
[]wner: CRAPO, DEAIAEIS A& MELISSA A
CoOwner: I
Owmer Address
17901 € 8T1i AVE GREENACRES WA 9901 fi-9759 }
5rte Address '
17907 E STH AVE GREEI~ACRES
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G1wRer: CRAPO, DENM15 A & {ViEL155A A
CoOwner: '
Orvner Address • ~
17907 E 87H ,WVE GREENACRES WA 93016r9759
Site Address
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Construction Certificativn Package for
Long View P'I~~~ ~
~ jWTff N[3RTHWEST &
SvrLs, rEsrENc & iNsPECTIvN
2214 East Ri►►erside
spokane, WA 99202
Phone: (509) 534-971 "F Fax: (509) 534-9755
d'
TECHNICAA,L REFERENCE E 1013100
Perfvrmance Suretyr Retluction
ATrACHMENT 3 - FlNAL, CERTIFtCAT1OM CHECKLIBT (SkMPL.E)
~ Rrect: Lo ~ ~ ~iepi P{txce- PUb-- PE- ( 888 -0
fieMcaft Firaacl 4etber.
StataMrt Ot fntent ta ve* ft QMjBt.
PE Stat►p artcl5ignatffe. V
Reaor+d brawAnqLWar brmelnqs:
PE Starrep and ftnshre vl
Loitered caertificaEion staWrnsr+! (9.10 5pokane Cawnty 5tandar[~~)-/
Profect Docunwrft: ~
Qa11f11essPm*►n RepoRS: ,
FaW Raports: t~
tnspackn of Asphali P":
-1 DO% On &ita insDeciicsn dwftqpavhp.
~
ComPaction RemrEs.
Semr Wstteh 1flts, ~
WBtw bwkch oft.
~ tr4tifllv trench Ilfts.
Cnshed Rock L1Rs.
9fttrriad Documeft: F'hdd and I.aborstory Tom:
E'weld 7'"t L.ab Teat
+~rmP. Air'Cvrite[ti,
~orxx~t~: ic"c P•) ~kT~st}
5sa~i-Grade: ( ~lon) C#~lation, f~tr►r)
fi.rt~ltW Rv~a: rr"ct~on, [~ptr+} [f" ar~aat~rs. Psortary
m~cihn. 'lFhh~) . . . Gradatiora. E0 C4Maret)
vn 5tte hmtrseftrfs Of Drstm" hem: &Vdj
~ Inlets:
'CuNeft: ~ V/.
s~damrk ueub: I ~
DnO,age DWm:
othar I
lncorning 1 flutgving eorreMwnftaw.
.w [T'tns is aowde We ctf reqWed dmmerfta, but stot gnfted to, ior i~sa1 sordffc8flon.~
Wka1'EE CGUn~ StaTtddrds Pag$ E - 10
APTil 20d2
S06IZkne
VaUey
11707 E 5prague Ave Suite 106 * 5pakane Valley WA 99205
509.921.1000 1 Fax: 509.921.100$ ♦ cityhall@spokanevalley.org
. . . _ . ..u,..,... , . , r Memorandum
To: ~~a kvt V'l rn.~l ay~
From: ~tyLl ~S t7V1
CC:
Date: 3~ 2Q03
Re: rcr inaf ~s pee~~'Ovl I,uOC6 (iSf 4r Lov,3 VIP
-w NGCCe., P(r{C-)
'~Yov[ kS 00 ~ d G'~~ ~e-lF' Q.~
IN~e. '1~'1tA~"
I
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~ r~, r~ r s ilo Y' e-ece -Par ccvA04er
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I7Nx5IQN AF ENGIIVHBRWG ANV ROALr5 A DMSIpN C3F THE PIJSLIC WOR%S TJEPAKTMENT
f RI111aT`y 7, 2003
Spakane Teachers Credit Union
Pp Bax 5264
Spokane,WA 99205-9903
Re: Long V ievv Place Pi 7D (P 18$$)
Letter of Credit # 10 L- Dennis Crapv
Dear Sir ar Madam:
We have received a request ta reduce t}.ie above referenced Letter of Credit to reflect tUe
currerrt status of constructivn. Although Spokane County is under no abligativn to reduee
any sureties it holds, we have elected to allow a reductian of this Letter af Credit from the
ariginal amount of $116,440A0 to $34,700.04. Since the Letter of Credit is the sum of
the Perfannance and Inspection securities the calculated break dErwn is as fvllows:
(3riginal Bond - PerCormance R$T U7,104.[l0 Reduced Bond - Perfvrmance=$ 21,400.00
Tnspectinn 9.300.40 Inspection =S 9.300.40
Total =$116,400A0 Tatal 30,740.00
Considerativzt of aay further reductions to tkis Ietter of credit will likely be based on t,he
. coYnpletian and aaceptance ofthis pmject.
If you have aiay questions please cantact our department.
Sincerely,
John Hahman, PE
Develvpment Services EngineerlManager
+Gc: Dennis Crapo -
STI -
File
1026 w. Broadway avc • sp❑kane, wA 9926a-017v +{50} 477-3600 FAX. (509) 477•7655 (2nd Flnor) 477-7478 {3rd Flvnr} • TDT] (5I39) 477-7133
BOAEO E3TIMATE
Projert Name: Lpng View P12ce '
Projeet NumQer: P1$88
[late: Nvvember'V, 2002 ~
PreparetE lay: Calfesn Llttl2, PE sPw2e cxuuy
, ltem Dsscrlptiort . , . . ' , • Clty iJnit~ L'fnitl'hce Total
Aramage [tems
1 pryweli, Typs 8{incl backfiil, filter fahric, irame 8 grate} 2 EA $ 2,700 6D $ 5,40000
2 CpnCrete Inlet, Type 1 ? ER $ 60000 $ 1,200.00
3 Metal Frame and Grate 2 EA $ 30000 $ 600.00
4 Pipe, 1 D-inch CPEP or HDPE 30 LF $ 98 00 $ 54000
5 Pipe, 15-inchr CPEP or HDPE 10 LF $ 23 00 $ 230.40
6Pand Excavation Inel Fiaul (463 cy pand, 385 cy sideslopes) 788 CY $ 8.00 $ 6,30400
7 Hydroseed 15,000 5F $ 0 05 $ 750.00
B Topsail 26 CY $ 600 $ 156.00
S Clsaring and Grubhing - dramage area {under one acre} 0 35 AC $ 3,000,00 $ 1,05000
10 Fiiter Fa6nc (under riprap m ditcheslautFall pads) 14 SV $ 3,00 $ 4200
11 Relor.ate Fence 436 LF $ 1[] QQ $ 4,300.00
12 Riprap t7u[Fall Pad (hand plaeed) 5 GY $ 5000 $ 225.00
Drainage ftems Sub-Total $ 20,797,00
Roadrvay Items
13 Cleanng and Crubbing - roadway area (under one acre) 0 65 ,4G $ 3,000.00 $ 1,950.00
14 RQadway Excavatipn 933 CY $ 10 04 $ 9,33000
15 Base Cnurse 500 CY $ 25 06 $ 12,50000
15 Asphalt Concrete Pavement 318 7N $ 45 00 $ 14,310 00
17 Curks and Gufter, Type B 530 LF $ 900 $ 5.31000
18 Curb and Gutter, Type R 1,160 LF $ 1000 $ 11,60000
19 Sidewalk 234 5Y $ 2300 $ 5,382.00
20 WheeEahair Ramp 1 EA $ 30000 $ 30000
21 Street Signs 2 EA $ 10000 $ 20000
22 Monuments {1 apprvx, every 300 ft} 4 ER $ 20000 $ 80000
23 ReEecate Existing Water INeter 7 EA $ 1,00000 $ 1100000
fioadway fiems Sub-Total $ 62.68200
Ervsion Control Items
24 5ik Fence 820 LF $ 4.00 $ 3,280.00
25 Rock Constructian Entry 311 5Y $ 166p $ 4,976.00
FrQSron Gan(ral lterrrs Sub-Total $ 8,256.00
SiIBTLITAL ofALL ITEMS $ 91,73500
3°/o inflation iram year 2002 to 2004 $ 5.58666
Sub-Total 1ncludfng rnflativn $ 97,321 66
CQNSTRiJCFfON TOTAL (ineiudes multiplier of 1.10) $ 187,960.00
Inspection
25 InspeetEOn of Drainage Faeihites 1 L5 $ 2,O00 DO $ 2,000.44 j
27 Inspectian of Roads 12 STA $ 500pD $ 6,00000
tnspecrran rrams Sub-Total $ 8.00000
sUerarAL ar,aLt ItEMS $ 8.00000
3% inflafion irom year 2002 to 2004 $ 487 20
5u6-Tvtal lncfuding inflaFrQn $ 8,487.20
Ih1SPECTI01Y TOTAL (lncEudes mvltlpller of 7.10) $ 9,300.00
GRAMD TC}TAL (tncludes multiplier o# 1.10) $'11fi,40a.00
~
N'IrJRTHWESTaIN4r . ~
GevtechniGal, Inspections, Materials Festing
Septernber 19, 2003
Froject No. S0020292A,
{City af Spokane Valley
11707 E 5prague Avenue
Spokane Valley, WA 99206
Attn: Mr. John Hohmarr, P.E.
Re: Long View P1ace pi]D Cflnstruction Certification PaCkage
Dear Mr. Hahman.
Please find tkae follcswnng mforrnation which is intended t4 be used by you m the certifiGation and acceptance
'F7rQCeSS fC1F th1$ pLCi]P4Gt.
1. Athree-ring bpund set of inspectioer and testing reports for the work cQnstructed. Tncluded within this
bmder are the following sec#ions which document the scope and nature of the tinspecnon work provYded
A. Correspandence
B. Test Reports •
C. Daily Reports
2. A set of originati mylar drawings stamped "Reeord nrawing.,,
It shQUld be understaad that this submrtfial provzdes certification far the matially consfiructed items assnciated with
this praject This certification only implies that the i#ems showm were substantially bualt as designed, and canIy
ualid the day the as-built suivey and visual certification were performed hy this engineer. This certification makes
no guaranfiee that other construction activities assvciated with overall plat build out such as home builders or new
hame owners have not in fact dislodged, desxroyed, filled in esr m any manner affecced any of the iterns certified. It
shdrald 6e noted that this letter does not relieve the contractar or deweloper from the warraniies implied witlun their
bonding documents.
5hould yau have any questions or cornments relafied to this certification paclage submitted please da not hesrtate to
call.
4~inc~r~3y,
N'a w sf
~ have rewiewed the co►~strucfivr+ ar+d to rny
knowledge fnd it ta 6e
~'aul T. elsan, P.E. irr substantial ~ 3
Semor Geotechn3cal Eng-ineer conforrrrance with #he
appr~oved csrtrf►ed plans ~
Cc: Denms Cr ~~a~~~~
apo, Diamond Rnck Cvnstructron 5pe~r~catior~s ex~ept as
5usan Murphy, CLC Assvc'ates
file noted. ° ~ EXPIRES: ~2214 East Riverside Avenue • 5pvkane, WA 99202■Phone (509) 534-9711 •Fax: (509) 534-9755
1Fji 24l2EI82 08:53 5895349755 STS MOR7HWE5T PAGE 04
SPOKANE CC31JNTY UTILITIES DIV151ON
WASTEWpTER OPERATIDNS
INSPECTION ~EQUEST FaRNI
. . [ . IIVSPECTOR
FRoM- ~ r~*- ►v~,~`r~ t~ I
PFZC3JECT NAME: L c,~ r1l r~~.r,•1 Cat-~1=` t~'c~~
PROJEcr P c.- ~ =5 d ~ ❑
REavEsr FoR.
RE FJR RE-TV fNSPF-CTIaN
PRE-PAVIfVG T.V. INSPECTION ~ CHECK Hr
PL
Cl,ptional inapecbon, unless athenulse repuested wifl inc3ude [he samo as post pauing inspecfion.
13 P0ST-PAVING T.V. INSPECTION E] CHECK NERE F{]R RE-N INSPECTION
Ftequ9red Irspeebvn prior ta acceptance. ineludes complete w(feo inspection of aN lines fnr
'el&artfiness 'stub locafersns idanitfyfng sny fautts
E3 POST-PAUIRIG MANHdLE IN&PECT6DN5
io SPECIALa INS`fRUGTIONS: ~ f2oS 6 GT R E AL)`+ A,_ i+•''
CONTRACT(?R: C G c. G+@ ca #ZP ,
BILLING ADDRESS: ,
(ff New)
FIELD 1NSPECTQR: FtAQICI N{3.,
{inelurle dr-awing v1811 lines ancP/or manholes reqUested)
C) UTE . UTILITIES r . .
PRQJECT NAME: i- L~~~
ACTIIlITY JC7B* r~ PLfiNNlNCa #
ATTACHMECVTS: RAWdNG qF REQUESTEO ~F~A'~11NGS AT
~ EA I~1G~,l1DIMG MA~1F~aLE #5 ASTEWATER
b V4 SEGT~ OPERATIONS FIELD OFF1CE
bATE FQRWARVED; bZ-- E3Y: DATE RETURNED:
RQIJTE , UTILITIES , . - opERA TIOAIS
ISSUE [7ATE; Io `ag. =27 FILE 1VO.:
JOB ND.: vH5 TAPE NQ.. .
n ASA'P ~ WHEN PDS5IBLE ~ OTHER:
_ '9a&~_r~. CW , ayF~~.,,. . ~ _ "iti. ' Pi~I..i~~.a , "'r
'.~.y . _ _ e ~YJYa. nY,i.~~ ~ ..'if ..r~ _ ~ ,_~F'd~N ip a ~~Pap.h-: - i L~:ii-~ .~I.
_ s .'i _°"a- . , °`bFiiiL«Y}«^i.f..d.F "xw`^ +TRe i. ~r ...r.• i'~.'~r
, 4 ~~~p:M i~ e s:.7i° ~I 'prt ~iraa» ~ i: y~.~ K~ $ j a"°F" n"4'.? 'r~dkAn~r4iri~ w~'~~F L~v3.~.
~w~ 4iA] ar e~'~R~1 . y• ~M}p1
'7f{~~yGY.: 31i,-L lk
^~alY~I~k
QATE COMPLETED, OF'EE'~ATOR~S)
I1Vhite - Utilities YeUovu copy - Constructivn i~eurse€~ ~f t3~~3
~ SpaCa kYastewater
t2ilU7 E Err~pcre Way
Spokane. WA 99206
sm Tel 5Q9 477 49Bd, FeX SM 477 6g88
InS peGtion-prD#t]GDl
e
1 04f39~ 209f 2 p INcuk ~ ~ ~ UpeChlis ral~ I r~cGnn1 umber. ~ ~~7f7.i
f
Preserst. f Tnmk- I Camera I Preset_ ~ Cleasred I Gra~
U-307
~
S`lrset e Bfh In Map oi RAH 779.717.9 '
TOM Spokafre File # 1498 MH 179.716A
&rtuakm BbeeY - IW trafHc Tape M 1193 seClioniersgtts 226.8 ft
Reascm [or inspecLon_ pre-pave Enspectlon Qiamgter 8"
Secdon Type Wastevvater Matenal PVC Len}th .
Protechon
Gnd 19ss1 Reserved
Remark
1:575 position code obserration eaurter photo grade
79.TR.
.
1
225.90 FH Finish sunrey @ mh 00 os:oa 0
~:718
sas,
lono view nlace.pntfb 9 oaas• 1
~ - SpoCa YYastewatQr
72007 IE Empire Way
Spakan8, WA 882U6
Tel 504 477 19U. Fax 5U9 477 6998
. Inspec#ian-protoc41
~2 I W~FC t ~ G~ dry ~ Operdtol- ~ s~unum~r -I ~ ~ 4
~lQ
I
PreSent; ~ ~ I Carrera I Preset ~ C~aned ~ G 0 e
5bvet e 8th In AAap ol • MH 178.716.4
Tanm Spokarte Fsle A: 10% MH. 174.816-2
shua4bn Street- light traffic tape # 7183 sedianlength 66.7 R
Reasnn for inspectrarr pie-pave lrmpocftn Dtameter 8"
SecUon Type: VYastawater mate" PVC Length
Prmtecion
Grid 1057 Reserved
RernaAk
- 1:175 positien code observa[lon counter phvta grads
071i*
16.60 LL Line af sswer deviates laft 00,1133 3a a
~
6670 FH Finish sunrey ~mh f10:(190i fl
~ (1
lana dlew nfata mdb Pf oaae• 2
SprsCo Wasiewater
72007 E Empire Way
Spokane, WA 882D6
7W. 509 477 1 BB4, Fax 509 477 69%
InS ReCtiqR-f 7hot4S
Tawn: Sfimet. Aate secffonnamber: SediQn Name
sookars @ sm In C 1012912002 ~ a ~ h rs.71s.a
~r spokane'
- e bih 1n 1199.616..~~
~
t~
. _ r
4
~
Phato• 3a, Tape# 1 f 93, 00:71 _33
4 6.EFT, lane oi sewer deviates lefE
lang rEew plsee.mdts rr pase. 3
~ SpaCa Wastewater
12007 E Empire Way
SpoI(ane, WA 99208
Tef 569 477 7894. F9)C 5R8 477 6998
Inspectio n-protvcal
Date Y1811QOx ~ work ~ ear drY I Q~r~ r f se~angum~r ~ ~9Wfi7
1d
S
I
Present ~ Tncl I Camera I Preset I Cfeaned ~ G Ode
LI3Q7
I
Street. e 6th fn INap 99 MH 179.618.2
Town Spokane Fde # 1096 AAtI 179116
Srtuaban Street • tight 6raHic rape 1195 sectronfgngth 191.8 ft
Reason for mspechon pre-pave irspection L7iameter 8°
SecbOn Type Wastewater Matenal RVC Lengtlr.
ProYedhnn
Grid 19551 Reserved_
Remark
1:475 Roshion cosle observatian counter phmts► grads
191 80 FF6 finish sunrey@ mh 0019:38 0
i79:1FC
lone viaw nlace md6 11 oaae: A
~ lYORTHWEST
~
SOIiSr TES+I1Y .'{7 & INSPE`iTI01Y
'dCtf3bef 2$, 2002
571 Prajecfi No. • C-70-5O20292
Spokane Caunty Engineer's Office
1026 W. Brvadway
Spvkane,lNasnington 99260-0170
A#tn; Mr. Randy Stronks
Re: Lang View Place PUD - Cvnstruction 5ummary
❑ctQber 20, 2002 - October 26, 2002
Gvntractor: Efler Corparation
C]eveloper: Dennis Crapo
Dear Randy:
This fetter transmits the general construc#ian activity that Qccurred on site during the
time listed above. 7his letter is nat intended to rep@ace the corastructivn daily repvr#
produced by STI Northwest ❑r its staff, but it dnes transmit the general Enformatiivn
cancerning the constructifln actiVity. Any item that may be listed bePow may vr may not
be in compliance with #he plans and specifieations. This Ietter is not intended tv be a
submittaP fior acceptance. It is fQr informational use only.
The sanitary sewer system was instalfed Dn the project. Density testing and
construction vbserrrati+on sen+vices were perFormed.
No majvr deficiencies to repark at #his time.
If ynu have arty qtrestivns or comments concerning any af the items Eisted abaye,
please feel free ta give me a cafl.
Sincerely,
STI Northwest
Bob Graham
CiVil Projects Manager
cc: Dennis +Crapo
CLC Fiie
STI Fde
2214 East Riverside Avenue ■Spakane, WA 89202 • Phone (509) 534-97h 1• Fax (509) 534-9755
AMvlsian of CLC nssatialss rnz.
i ORT T
A[#sveLS, rEsr►NG & rrvsPfcrrON
October 29, 2002
STl Project Na. C-70-S[}20292
SpQkane Gounty Utilities Department
1026 W. Broadway
Spokane, 1NA 99260-41 7L1
Aftn: Mr. Billy LJrhausen
Re: Lvng View Place PUD: Sewer BQnd Reduction Request. Dear Billy;
Air and mandrel testing af fhe sanitary sewer system on #his project has been
completed. At the request of our client, Dennis Crapo, wQ request a reduction af all
assacia#ed sewer constructian bands for this project.
1 have enclased copies vf the air arrd rraaRdrel testing reparks indica#ing the test results
and when the inspections occurred. If you have any questivns concernirag this issue vr
need any additional in#vrmation to reduce the bvnds, please feel free to contact me.
Sincerely,
STI Northwest
.s.
~
Boh Graharn
Civil Projects Manager
cc: ❑ennis Crapo, Diamond Rock Constructian
CL+C file
STI filc
2214 East Riuerside Avenue • 5pokane, WA 99202 • Phone (509) 534-9711• Fax (549) 534-9755
A Divisign uP CLL" A3ocIaSes Inc.
. PAGE -2- of 2
PRC3JECT NAME, Lang View Place
JWYAF NoRfihvtE5T PROJEC7 Nl]MBER: C-70-5a20292
A1RA1dD MANOREL F1ELD TEST RESULTS REPQRT No, 6
2294 E. R1VERS«E, SPOKAIVE, W,, 99202 -
DATE `E 0-28-U2
(509)534-9711 IFAX (509)534-9755 ' TECH: ARan Bain
LOCA71OA1 MpNDREL MAfN R1PE MAIiV ' SERIAICE SER111CE TIIViE PRESSURE PASS CQMMENTS
Manhole to Manhale DIAMETER DfAMETER LENGTH aEAMETEFi LENGT'H ~Fp,IL
(ta 1I4 inch) (IncFres) {feet} (inches) (feet) (Minu#es) P51
MH 1 - Mr-12 ~ 7 . ~ 8 229 ~ 4 ~ 420 1 12 p 4 .5 P - ,
I
MH a - M~ ~ ~ 7% ~ s ~ 71 4 100 5 ~
I I 4.5 P ~
My3-MH4 ~ 7'/. N 8 ~ 196 4 ~ 120 ~ 11 4.5 ~ P ~
MH 4 - EXIST ~ 7'/. ~ 8 ~ 20 2 ~ 4.5 ~ p
~ -
~ I ~ I ~ I I M I ~
I I A I I _k N I ~
~ M_ 1 M d I I I
p I I d I I I I ~
~ ~ I I l I I I I
~ I I I I I I. I ~
~ I I I # ~ I
I-
• ~ I I_ l _ I Y d I
qs~r~r
~ O'~~~HW~ST
- J OfLS, TE5 TlNCa & l1VSPECTIOJV
November 4, 2002
5T1 Project Na.: C-70-Sfl20292
S,pakane County Engineer's Office
1026 W. Rraadway
Spakane, Washington 99260-0174
Attn: Mr. Randy Stranks
Re: Lvng View Place PUp - Construction Sumrnary
actvber 27, 2002 - IVvvem'ber 2, 2002
Gontractor: Eller Corporatfon
Developer: pennis Cra,po
Dear Randy:
This ietter transmits fhe general ccrnstruction activity that occurred on site during the
time Iisted abvve. This letter is not intended to replace the constructian daily report
praduced by STJ Northwest or its staff, but it does trartsmit the generaf informatian
concerning the c❑nstructivn activity. Any item that may be listed beiaw may or may not
be in corrapliance wifh the plans and specifications. This ief#er is nat intended to be a
submittal, for acceptance. It is far infvrmativnal use only.
IlVater liroes were installed. Ory wells were installed. Base rock was placed at
corb locativns. Air and mandrel testing was performed pn the sanitary sewer
line. Density tesfing was perFformed. Cvnstructivn abservation serriices were
perEarmed.
No majvr defciencies to repvrt at this time.
!f you haVe any questions vr camments conceming any of the items listed abaue,
please feel free to give me a call.
5incerely, STI Nvrthwest
~
Bab Graham
CiviC Projects Manager
Gc: Dsnnis Crapa
CLC File
ST1 File
2294 East Riverside Avenue • 5pokane, V+JA 99202 • Phone (509) 534-9711•Fax (509) 534-9755
nD;. islnn ar cLC Ammtates Irsc
, RTHWEST
SOJLS, TESTflVG & lN'SPEGTlON
November fi' 2V0G
STI Praject Na: C-70-S420292
Mr. Billy Urhausen
Spokane Cvuraty Utilities []epartment
1(}26 W Brvadway Avenue
5pvkane, WA 99260-0430
Re: Lang View Place pre-pave TV fault
Dear Mr. llrhausem:
I have reviewed the tape shvwing a deviatian in direction in the sewer line between
MH's 179.716.4 and 179.616.2.
The tape indicates a slight deviation to the ieft, but na separatian is apparent in the pipe
jvint. A mandrel passed thmugh thFS line wifhtiut difficulty. It d❑es nvt appear that this
deytativn wil[ in arry way affect the operation vf the sewer systern or produce any future
maintenance problems.
It is my recommendativn that this line be acoepted with n❑ remedial action required.
SincereEy,
STI Narthwest
Bab Graham
CiVil Projects Man er
cc: Dennis Crapo
Kann Rinaldi, Eller Carporation
CLC fiIe
5Ti file
2214 East Riverside Avenue •Spokane, WA 99202 ■ F'hone (503) 534-9711 • Fax (509) 534-9755
A GivWnn af CI.C Assurfutes fm.
-
NORTliWEST
SC)iLS, TrE'$lrlNG & 1NSPEC7"1ON
November 6, 2702 NDV - 7 2002
5TI Project No 0W70-13020292
fifr. gilfy Urhaassert
Spcikane Caurty Uti!it;,-as Department
1026 W Broadvray AvGrsie
Sp►7kaY}L, WA 99260"0430 91
Re: Long Viavv Piace pre-paere ?'V faeslt ~
~
C]ear klr. Urhausen: ~
~
I havc reviewed Ahe fape s}~owing a deviation in directivn in the sewer iine between ~
MH's 479.7r6.4 and 179.616.2.
y~
The tapa indicates a slight deviation to the left, but no separatian is apparent in the pipe ~
joint. A manrJre€ passed through this line wi#hout difficulty. It daes not appear that this 1
deviateon wiil in an y wa y affect fhe operation of the sewer system ar produce any future ~
main#enance prohierrs. ~
It is rny reavmmendatian that this fine be accepted wi#h na remedial actian required.
Sincecelyo
ST9 Northwest
~
~
B0b GiahaT17 ~
Civ€I Projer.ts ~Nana6er )L
cc• C7ennis Crapo
Karin Rirsald€, Elier GorpDraVon
CC.C eiEe
srs F,ie
. ~
D
- N
~
2214 East Riverside Avenue a s~~kane, WA 99202 e Phane (509) 534-9711 ~ Fax (509) 534-9755~
A Distslun of CLC Asodutes lnc.
'F /L # 44F.tr L.'.v sGS I Ilf1 lSUli[7o aLFB>14d3'Wd94 L'ZO-G --l l
- ~~6ExF1~oi
- NORTHWEST
AwEfR+
SOILS, TESTING & INSPECTION
November 18, 2002
STI Project No.: C-70-S020292
Spokane County Engineer's Office
1026 W. Broadway
Spokane, Washington 99260-0170
Attn: Mr. Randy Stronks
Re: Long View Place PUD - Construction Summary
November 2, 2002 - November 16, 2002
Contractor: Eller Corporation
Developer: Dennis Crapo
Dear Randy:
This letter transmits the general construction activity that occurred on site during the
time listed above. This letter is not intended to replace the construction daily report
produced by STI Northwest or its staff, but it does transmit the general information
concerning the construction activity. Any item that may be listed below may or may not
be in compliance with the plans and specifications. This letter is not intended to be a
submittal for acceptance. It is for informational use only.
Curb and gutter concrete was poured. Subgrade was prepared. Recycled
concrete was placed and compacted for CSTC. ACP was placed. Density
testing, concrete testing and construction observation services were perFormed.
No major deficiencies to report at this time.
If you have any questions or comments concerning any of the items listed above,
please feel free to give me a call.
Sincerely,
STI Northwest 6::~) /
Bob Graham r
Civil Projects Manager ,
cc: Dennis Crapo
CLC File
STI File
2214 East Riverside Avenue • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755 ~
A Dh•Lslon of CI.C Assoclates Inc. ,
~
i „ .
l
r
' j
~~RTHWEST
~
- - sarzs, rES rrNG & InrspFCrroN
November 20, 2002
STI Prnject Na.: C-70-5020292
Spokane County Engineers Offce
1028 W. Brvadway
5pakane, 'VVA 9926~`J-01 ~0
Aftn: Mr. R❑ss Kelley, P.E.
Re: Long V➢ew Ptace PuD Bond RedGCtian Request
Dear Mr. KeIley:
Rt the request of our cfient, Qennis Crapv, we wish to request a reductivn vf established rnad
cvnstruction bands to a fevef which is proportional to une.ompleted worle assveiated with this prcrject.
Having reviewed the construction to this pvint and the bnnd estimate prepared by Cvlleen LittPe and
datecf November 1, 2002, we believe the specified cvad work is appraximately 75 percent complete.
, Sidewalks, pond constr€aetian and fnaf fnish wvrk are the majvr work iterns remair,ing.
We estimat~ the value to cornplete the fnal work on this project to be approximately $28,700. We
hereby request a reduction of established raad canstruction 6onds which are proportional to
uncomple#ed work associated with this prvject.
It shvuld he understaod that this certifica#ivn anly 'rmplies that the items shawn an the Recard Drawings
were substantially built as designed, and only va9id at the time the as-built informatiQn and visual
certification were performed by this firm. It shmuld be nvted that this letter dQes not reheve the contractar
vr deVeloper fram the warranty periods and contractual pravisions expressed ar implied wi#hin their
bonding dacurnents.
Sincerefy, "I
5TI Nnrthwe have reviewed tr~e P
cDnstruction e►td to my ,
knowledge rind rt to be
in su6sfar+tral
ctrnfQrmance with the
aPProved certified plans
F'aul T. NBISOn, P.E. and Standard
Spgcrficafions except as
A55oCIa#e noted."
ce: Dennis Crapo
5TI File
CLG FiPe 2214 East Riverside AVenue • 5pokane,WA 93202 ■ Phane (509} 534-9711 • Fax (509) 534-9755
A Divlsiun v! CLC AstacLates Tn[
r
~
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2214 EAST RIVER5IDE
SPOKANF, WA 99202
PHC]NE (509) 534-9711
FpX (509) 534-9755 Trarasmittal
Qate: Navember 20, 2002 1 Phone llfo. 1471-3604
P
raiect No.: C-70-5O20292 Fax No. 477-4715
Ta: 5pokane County Engineers Office
1026 W. Braadway
Spokane WA 99260
.4ttn: Randy 5trnnks
Re: Lang View Pface PUO Bond Reduction Request
Transmittal of the Fv!►owinq:
1 certified bond r,vpy of street plans
3 ring hinder containing field reports, Iab testing & correspondence
Bond Reduction spreadsheet
Certi#icatian letter
- NQfes:
Randy,
Please review the accornpanying dncumentation. If there is any ather documentation yau may requiee or
ifi you haae arry questians, please giue me a call.
~
Bob Graham
Cc: STb fi€e
CLC file
ritranmustal-r 1-11199
~ NORTHIf11EST
~
sorLs, TiEsrrNG & rnrsPFCrIaN
Navember 25, 2002
STI 'F'roject No.: G-70-5O20292
Spokane County Engineers C]ffice
1026 W. Broadway
Spakane, Washingtvn 99260-01 Ta
P►ttn: Mr. Randy Strflnks
Re: Lang View Place PUD - Cons#ruction Summary
NaVemher 17, 2002 - November 23, 2002
Contractor: Eller Cvrporativn
peaeCvper: Dennis Grapv
Qear Randy:
This letter transmits the genesal canstruction activity that accurred ❑n site during €he
time listed abvve. This letter is nat intended ta replace the eonstrvction daily report
prvduoed by STI Nortnwes# or its s4aff, but it does transmit the general infvrmatian
cancemirrg the construction activity. Any item that may be listed below may ar may not
be in cvmplianr,e with tFre plans and specificativns. This letter is nvt intended ta'be a
submittal fvr acceptance. It is for informativna1 use only.
No work requiring STI inspectian was performsd.
No rnajor defciencies ta repvrt at this tirne.
If you have any questions or camments conceming aray of the items listed abvve,
please feef free ta give me a r,.,all.
Sincerely,
STl Narthwest
~
~
Bab Graham l
Civi6 projects Manager
cc: oennis Crapa
CLC File
STk File
2214 East Riverside Avenue • Spokane, WA 99202 • Phane (509) 534-9711*'Fax (509) 534-9755
n Di.~ion or cLC ti~Loes rnr-
~ NORTHWEST ~
\
sOILS, rESriNG & I►vSPECrronr
December 9, 2002
STI Project No.: C-70-5424292
Spokane County Engiraeers Gffice
1026 W. Broadway
Spokane, Washingt❑n 99260-01 70
Attn: Mr. Randy Stronks
Rs: Long View P"lace PWD -Consfruction Surnmary
Navem4er 24, 2002 - December T, 2002
Contraetor: Eller Corpvrativn
Developer: Dsnrris Ccap❑
Dear Randy:
This let#er transmits the general cons4ruction activity that acr,,urred vn site dudng the
time IisteY3 above. This le#ter is not intended ta replace the construction daily repart
produced by STI Northwest or i#s staff, but it does transmit the general infvrmation
ccmcerning the constructian artivity. Any item that may b€; listed below may ar may not
he in caompliancce with the plans and specifiications. This rettee is not intended tv be a
subrraittal for acceptance. I# is far infvnnatianal use vnfy.
5ubgrade was prepared far sidewalks. 5idewalks were poured. Grading
wark was done fln Pond'A'. Density testing, concrete testing and
constreictian obser►►ativn sen►ices were perfvrmed.
Nv majar deficieracies to repvrt at this tione.
tif yvu have any questions or camments roncerning any of the items iisted ahoue,
please feel free ta give rne a ca11.
Sincerely,
aTl Nvrthwest
Bab Graham
Cidil Projects Manager
rc: Dennis Crapo
CLC Fi1e
SYi File
2214 East Ftiverside Avenue • Spokane, WA 99202• Phone (509) 534-9711 • Fax (549) 534-9755
a ~iviAm or c~~ Inc
~ IVC]RTHWEST
.
Sv1LS, rEsTInrG & rhSPEc77nnr
aecember 23, 2002
STI Project Na.: C-70-SO24292
5pokane Cvunty Engineer's affiee
1026 W. Broadway
5pvkane, Washing#on 99260-0174
Attn: Ntr. Randy 5tronks
Re: Long View Place PUC1 - Construction Summary
Decernber 8, 2002 - mecember 21, 2002
Contractvr: Eller Cvrpvration
DeVelaper: Dennis Crapo
C3ear Randy:
This Ietter transmits the general eonstnactivn activity that occurred vn site during the
time listed abvve. This letter fis nvt 'tn#ended to replace the constructivn daily repart
produced by STI Nortlawest vr its stafF, hut it does transmit the general infomrra#ion
conceming the construction activity. Any item that may he listed belvw rraay or may not
be in compliance with the plans and specificatians. This letter is nflt dntended ta be a
submittal f❑r acceptance. It is far informational use on6y.
N'o wark requiring STI inspec#ivn was perFvrmed. No further inspection wark
on, this prvject is anticipated,.
No majvr deficiencies to report at this time.
If you have any questiocrs or camments r~ncerning aruy of the i#ems listed above,
please feel free ta give rne a rall.
Sincerely,
5 TI Narthvvest
Bvb Graham
Civil Projects Manager
cc: DenniS Crapn
GLC File
STI File
2214 East Riverside Avenue •Spokane, WA 992412 • Phvne (509) 534-9711 • Fax (509) 534-9755
A fSivLs3no af C[,C Assoctntes int.
~ R v r< A i•4 JF_ ~ ~a ~ r.•r -r • r
DIVfSfOl+l QF ENGINE6RING AIYi] ROADS A 17IVISIC]N OF THE PLlBGTC WOAKS DEPAkTMENT
]aililuy 7y 2003
Spnkane Teachers Credit []nian
PO Bax 5264
Spokane, WA 99205-9903
Re: Lvng Vievv Place PCTp (P I$SS)
Letter of Credit # 101-- i3ennis Cxapo
Uear Sir or Madarn:
iNe 1ave receiVed a request to reduce ths abnve referenced Letter of Credit to xeftect the
current status ofcnns-trmtian. AlthougM Spok,ane County is under no abligatinn to reduce
any sureties it holds, wre have electeci to allo►v a reductian of this Letter of Credit from t.he
original amount af $11 G,460.fi}0 ta $30,700.00. Since the Letter of Credit is the sum af
the Performance and Inspectian securities ttie catculated break down is as follavvs:
Utiginai F3vnd -Performanoe --$107,1430.00 Reduced Bond- Perforniance=$ 21,400.00
Inspectian 9.300.00 Ynspectian 9.300.00
Tutal =$11 6,404.0[I Tatal 30,700.00
Consideration of any further reductions to this letter of credit wiH likely be based vn the
. comgletion an.d acceptance of this project.
Ifyvu have any questions please contaat our department.
Sincerely,
Tahn Hohman, AE
Develvpment Servires Engineeri'NIAnager
Cc: Dennis Crapv -
STI
File
1026 W. Braadway Ane • 5pDkaMe, WA 99260-0170 ■{5D9} 477-3600 FA?C: (509) 477=7655 (2nd Flcsrsa) 477-7478 {3rd Ftnar} . TI3T]: (509) 477-7333
E"r
spoco E Ernpire Way
r ~ ~
~ &p4lcane. Wf1 9g206
ret 509 arr rM. Fex 5o9.a77 69a
Inspectivn-pratvcc►t
Date ~ W~ 9 ~ ~ ~ 1 ~ e
o,w~
Pmseft TrudL Camera I Preaet ~ Veaned I Grdde:
L1307
~
SueeL eOth 1n Map #1. AAH 179.7IT.1
Taart1' spokaele FiEc#' 1096 lydM 779.716 4
5ituabann 5ireet - [tqhttrafic Tape 1221 seclionlettigtPo. 226.31t
Reasoa fior uisRcc![o^ PosiWava E-pection [fiameier a°
SetL= 'Y'ype M15tewatQr AA7teriaF PVC Leitgth
Profteeuori
Grid rw deta Res2sVW
Reril9rk'
1:575 posilEon tode o6aervaUon counter phofa grdda
12- ~T f~[1~C~ ~'V ~T ~a~ i~' G~p F
pM Awg 7&ig G~7aqS kQGAGCc(AA
7~.717. Ya)jt A6 " jU IL-15 . 1 ~
4.StY T Tee. at [!2 ti~k. diameier d m D000119 0
810 T Tee, at 10 o"dvck, diameter 4 fn 00:4117.57 0
- I Al CAoi SVAr
84_30 T Tee, af 02 a'cladc, diameter 4 6n 00;03113 p
~ 7480 7 ' Tee, at 70 o"Goclc, diarnetar4 in aOM 49 0
1
l
' 17 a OD T Tee, at 1{} o'e.tock, diameter4 in 00•05:21 0
~ 1113.00 T Te,e. at 10 ca'docs. dlameter d in 00-05•48 p
T Tee, aY 02 o'r«ldck, diameter d in 00;06.38 p
~ 145 30 T Tee, at 10 p'clnck, diameter 4 m 00.07:2 r a
_ 198.90 T 7ee, at 02 D'[bck, diamster 4 in 00 09:2B p
214.611 Y Teo. 8L 10 v'CIoCk, diameter d in 00:90-19 p
7B.7f& 22620 FH Finish Svmy @ mb UC110 58 4
0191107PasePgrre.rrid6 H aaas; 1
E /l it S l L6 L44 505 I I]f3 fi3uCY0o
OuB~lt3d$' WYlL£: l l: EO-$ -k
1- 9°03,11 37RM;SpOkane County Utll ;509 477 4715 $
Z:OQea I! qSW6A6d!-wdW Lqcc
l 1 8~'8d ~'9f9'Bl
a Lti ZVQ0 a 1r a2}atuep 'Vzo1'.c eA ig'aa
~
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.8 satHwela unlL-ldsul anMHsod -)MOft! JW LOROM
.wfiUawO*M LLZL svdei oyplivft- ia4S `U04M13
L W6L6 WW 98OC 4 ail:i euqods "a,y
79f.rBLL H1N 4# dew ul m* ~Pm3
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spaCo Nfhmwaw
72007 E Erngkg W:i}i
SRokanC. WA S82R8
Tat 505 4T7104. Fec 609 4TF 698&
Inspectivn-pratocol
,~~3 ~ W~ ~ ~ ~ ~ 1 ~ ~ ~n~~ ~ , e.
0Present ~ ~ . ~ Camera ~ Presst: ~ Cleaned. ~ Gtad~
,
StrBeL $Gth In Mep 07. N1kl 1791918.2
TMW_ spakane Fite 0: 1098 MN: 179.118
Sihiaim. Sitoot • Iw1t trisft~ Tepe ~ 7721 sedtlaWw4p. 187Al it
Reason far hispection Post-pm 1[mpettlors vWmeter e"
Seeoon Yype Wastwwatier 6Aeteliai: PVC Length
Pmtedion
Gritl. ro daYd ResentCd:
Remsrk_
1;475 positlvn Code pbaeeva3fon eounter photo gratte
(
t
95.76 FH FiniSh surveY@ mh 00.17:24 Ci
r~ 97.0 T Tee. st 10 a'd,&, diameter 4 sn 00:17,45 0
191.80 FFi Finish survey @ mh pp21:3.4 Q
03o1a7PastPere.mdn rr voas: S
~ fe n 5icv 4an 809' ilan A-4Unoo
aus~od~:vy~rte-Li:sv-s
~ ~
, NORTHWE5T
2214 E Rrversiae Ave.
SPOKANE, 1NA 99202
PHOPVE (509) 534-9711
FAX (509) 534-9755 Transmittal
aate: ~ JanUary 15, 2003 ~ Fnone nro. I 477-3604
Pro ect. No.: C-70-5U20292 Fax No. 477-4715
To: Spokane County Lltiiities Department
9026 W. Broaduvay
Spokane WA 99260
Attn: I Biliy Urhausen
,Re: ~ Lang View Place
Transrmittal vf the Fvllawinu:
1 Mylar, 5ewer Recvrd Drawing, Sheets S1.00 - Si .a2
1 Bond Cvpy, Sewer Recard arawing, S'heets S1.00 - S1.02
'U-1 fi' drawings
NatQS:
6illy,
Please review the acc.ompanying plan sheets for final accep#ance If there is anything you need fnr final
acceptance, please give me a call.
At the request of our client, Dennis Grapa, I would like to request the reduction of a16 assacia#ed sewer
bonds for this project. If yau need any additional infvrmation, please feel free ta give me a cali.
Bob Grahamll;~,
Civil F'rojects Manager
CC: Qennis Crapo, Diamend Rodc Constructton (1J-16's only)
STV fi!e (U-1 fi's canly)
CLC frle (transrnilfaf only)
ST[Iraremina!-r 1-11P39
Vt C) CpNTF2ACT0R Eller Cvra
m
~
S-
, N MH 2 INSPECTOR MiFce-C-unningharn~
~
rthwqt
0 ~ iC0?uIPAPIY..STI 1~o e
~ ~ n=a ~cAL~
DATE IIVSTALLE❑ NQxemb.er'02
~
TEE
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FILE NIJHIBER: REMARKS
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C) n 71 PARCEL: L4T 8. BLK 1
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AD[3RESS: 614 S Arties Lane
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LENGTH 96•1'
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---I 0 Q FILE N1JMBER: REMARkS
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A❑DRESS: 607 5 Long Rvad
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, -
~~~~EIVED
QRAINAGE PONDS JUL 12 2002
AN D SPOKMcDUMaimima
DR►4'1NAGE FACILIT[ES
OPERATIC]N & MAINT~NANCE
MAN UAL
Long View Place PU D
GLc Na. s010339
oated
July 2002
SMKANE COUNTY ENGINEERS OMM
PROJEC~!&Vj~L
S1lBMIT'ri4l.
RETURN Ta CAUNTY ENOW
By
CLG Assnciates
707 W. 7t' Avenue, auite 200
5pokane,11VA 99204
y - -
DRAINAGE PONQS 8e OTHER DRA[N►4GE FAcILITIES
iDPERATIC)N & 6NAIidTEPJAhICE EVIAN'UAL
'f.Qd PllRP~~E
This p1an is intended to pravide general vperations and maintenance guidelines fvr the
drainage ponds and other drainage facili4ies lflcated in #he Long View Place PU❑ single
family residential neighbvrhaad {Long View Plac,e, P1888}. All facilities discussed are lacated
outside af the Cvunty raad rigFrts-af-way. Imptementativn vf these guidelines wili insure tha#
the drainage facilities instafied wilC functian as desagned, and cvntinue tv discharge
stvrrrnwater at the design rates to undedying sails,
2.00 INTROQUCTiaN
General{y, the drainage system is in#ended tQtrea#and dispvseofthe increase in water runaff
generated an-site, by+ routing 4he starmwater through a series of drainage pands, and
dischargingithe starmwaterdownstream at specified rates. The drainagefacilities inthis plat
co nsist primarilyaf a drainage pond and di`ywelEs. It is therefore of the utrnast importance to
provitle adequate operations and rnaintenance activities to insure that the drainage pond and
dryweAs remai n silt ar d irt free, as free flowing silt or dirt wilI affect the pond stvrage Volume
as wel@ as the abilityof the dry+welis ta discharge stormwater. Should these facilities fll up ar
beeome clogged, the only remedy wvuld be to camplerely recanstruc# the site drainage
facilities. TFaerefore, periodic maintenance is a must. A fu11 setaf engineering drawings will be
aVailabCe far ¢'eview at 5pokane County Public WQrfCS.
3.00 GENERAL OPERATIONAL CHARACTERISTICS
The drainage facifitEes for L❑ng View Place are generally very simp9e, functional, and have law
mainteraance requirements. R periQdic Visual inspection of th e facil iti es wiff usuaily identify any
required maintenance. Most maintenancewiil consist vf keeping the ponds and drywellS free
of del'eteriaus debris and sediment. Hawever, a specific iraspectivn schedule shauad be
followed to insure proper and sate vperating conditions. 5ee Secti❑n 4.Ofor recommended
maintenance schedules.
3.10 ❑rainacie Ponds
Runcaff from the streets and lots will go inta the panci via either Enlets or curb d rops. Tfne
prand wil l store six to eight in ches and then overflvw inta the metal drywefl grate, as
shQwn in the plans. Far this plat, there is one pond and drywell sysfem far runvff,
CLC Associafes Page I of 5 tang Vrevv Place PUD C]&,M IUfanuat
DRAINACE P0fVD5 & I7THER DRAIAIAGE FACILITIES
OPEFtATION & MAlNTENANCE MANUAL
storage and discharge, which require maintenance. The pond eleuation infarmatirn
is provided in Table 3.10A. T'he purpase of this table is to provide a qu 'rck reference
#ortfae rnaintenance persannel. More detailed pre- and post-consfructivn intormafiion
far each pvnd will be provided in the engineering plans at Spokane County Public
Warks.
Table Na. 3.1 OA - Relative Dimensivns*
Pand Pond Bvttom Height vf Height af # of Responsible
Lahel EIeV. Berm grate inlets Party
from Bottvm abave
bvftam
`A' 2053.77 1.0' 0.5' 2 Hameovvners
ITl ln[CTl U CCl ASSoClatlQll
3.20 C]ratflvw Stnuctures (Pond Inlets)
For pond "A" twocatch hasins are used ta discharge stormwater runoff ta the drywell
which discharges ta the underlying soils.
3.30 Canvevance ❑itches & 5#vrm Sustem Pipes
Withirt this deve[apment, the street gutters functivn as starm pipes, conveyance
facilities, directing stvrmwaterto the pond iacations. The cancrete inlet captures the
gutter flow and transfers this flow tv the pvnd lvcations Via HDPE andlor PVC pipe.
4.00 MAfNTENANCE REQUlREIUIENTS AND SCFiEDULES
6elaw is a rnaintenanee descriptian far each of the drainage system eiements contained within
the Lvng View Place Pu❑, ineluding the pvrads and drywells. All drainage facilities facated
vuts [de vt Caunty raad rights-of-way and withEn tracts a re expected to be ma intained by the
hameowners assvcia#ian. Shaufd the homreflwners assvciation be terminated for any reason,
the maintenance responsibil'ities will becvmc that of the i ndividua1 hameo►rvners, located vvithin
the Long View Place PUD peat.
CLC Associafes F'age 2 of 5 Long View Plaee PUD O&M Manual
DRAIyAGE PONQS & +❑THER ORAIAiAGE FACILhTIES
OPERATIO~ & MAINTENANCE M►AIVUAL
General
Propermaintenance procedures aTe a necessityforthe continued functioning of the drainage
faeilities. Improper maintenance, vr lack af attentive main#enance measures, may result in
substantial on-site and dawnstream'rmpacts. Vt is strongly reaommended thatthe homeowners
~assaciatian designate an individual whowill be respansible far making sure the maintenance
measures are implemented.
Generally, maintenance personrael areto conduct avisua! inspectivnvf the drainage facilities
immediately fallawing asu'bstantial rainfall or snowmelt event. This cvuld be that it rained
naticeably hard fvr a short period {30 minutes ar mvre} or that it rained steadiiy f❑r a lang
perivd (6 hours ar rnare) or if a signifcant rainfall and then snvw melt event, associated with
a"Chirromk" melt were tp occur in January, Febrtrary or March when the grvund is frazen. For
iang duration stvrms, greater than 24 hours, maintenance personnel are tv ins,pect the
drainage facilities during the starm eventte identify any develaping prabiems and correct them
befare they becorne majorprablems. {3enerally, dueto the underlying spvils, an inspectivn is
reeammended anytime that standing water is noticed in apand_
1. Inspectaq pvnds, gutters and snlet grate appurtenances, making sure thatthey
are clear af debris and vbstructivns.
2. Inspect the pond berms, making sGre there are no breaches or breaks in the
berm. Immediately repait any breaches or breaks, with a sandy laess soil,
compacted in p9ace.
3. Check for any erosion at the pipe discharge paints orat the iniets. Temporary
repairs shauld be made immediately if furtherrainfall Qrsncaw melt is anticipated
in the neaefuture. Tsmporary repairs may include installing rock dprap, ins#alling
geotext+le fabric, andlor recanstructing the channel. An engineer shaulri be
consulted for any permanent repairs where maJor erosian has occurred. The
design engiraeers at CLC Associates can be reached at (509) 458-6840, in
Spokane, V11ashington.
These above nated storm event related visual inspectivns (no.1, 2, and 3) are in addition to
the maintenance schedules noted fvr each item.
CLC Assaciafes Page 3 of 5 Lang View Place PUD C1&M Mar►ua1
, I I
ORAIHAGE PONDS & QTHER QRAINAGE FACILITIES
❑PERATION 86 MAINTENANCE MANUAL
4.10 ❑rainatse Ponds '
Freauencv af I nsvectian. Every+ 3 mvn#hs, or after every storm event andlor snow melt
event, whichever is more frequent. One drainage pvnd is to be maintaineri by the
hvmeowners assmciation, as summarized in Table 3.1 flA. The pond consist of a
berrned depression constructed fram native soils. This depression should be sadded
andlor hydrv-seeded with a dryland grass mixture, at a minimum. A lawn svd can he
used if regular irrigating is implemented. Monthlymaintenance and inspectians of the
pond wail End ude removal of any accumula#ed debris, such as leaves, weeds and trash.
Any vbstructians which would nvt allow water tv tlvw freely fram the pond via #he
discharge structures should be removed ❑r repaired. Additionally, the herm of the
pand shouEd be inspected to insure #hattheyare in gvpd repairand structurally saund,
and that no autflaw has accurred other than thraugh the inle4.
4.20 inlet
The inlet fvr each of the drainage pands are listed in tahle 3.1 QA. Inspections and
maintenance of the inlet shoufd be done during inspectians of the pond, making sure
that each of these inlets is clear of vbstructions and debr6s, and in gvod condition. If
there is any Qbstnactivn present, it shauld be removed immediately.
5.00 Recommended Set-Aside Funds
for Maintenance & Future Replacement Casts
~ There wiil be annua9 costs tg aEl homeowners to maintain the drainage facilities. ln tracts,
however, there will be shared costs far pands ❑n easerinsnts. 5imilarly, there wili be
replacement costs and major renvvativn costs of all drainage facilities, which will occur in the
future. These replacement costs are the responsibility of the hvrrieowners associadi❑n or
successors in interest. Future replacement and majar renvvativn costs have been canverted
to annual casts, in #he fQrm of recammended set-aside funds.
T'he estimated a nnual maintenance costs and recommeraded annual set-aside costs are listed
in Table S.OOA. lt is recommended the homeawners assaciatian set-aside these amvunt of
funds annually, to ensure #hat adequate mainterrance and replacement measures of the
drainage facilities will be implemented.
. CLC Associa[es Page 4 of 5 tong Vrew Place PUQ C?&M Manual
i DRAIIVAC;E RONDS & OTHER DRAINACE FAcILlTIES
l3PERA71ON' & MAINTENANCE MANUAL
' Drainage Facility Annual Maintenance Annual Set-Aside Funds for
Casts Future Repfacement or Major
Renovativn
Drainage Ponds $ 456 -
Drainage Ditches & Pipes $ - $ 32.18
Flow Control 5tnuctures & $ - $ 59.60
arainage Appurtenances
Silb-totaP RI1nUaI Ca5t5 = $ 456 $ 91.7$
Note: (1) r4nny renovatian costs fDr pmnds are included in the annual maintenance cnsts.
Table S.OOA
Totallyear ~ $547.78
Cost per lotlyear =$35.52 (15 lots)
GtG Assocrates Page 5 af 5 Long View P1ace P(JD O&M Marrual
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ANN ukL 5 eT- 2-D)
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1 I Q m
ARTICI~~S OF INCORPQRthTION ~~~~IVED
OF .~~L 12 2002
L{]NG VIEW ESTATES HOIVI.ECIWNERS' ASSt]CrATIQN CFOM MUNYENGlIM
KNUW ALL MEN BY THESE PRESENTS Chat T]ENNIS A. GIiAFC), heing awer the age
of eighteen years, and frrr the purpvses af forming a corporation under the 11Vashington Business
~ Corpcrration Act, hereby certifies and admgts, in duplicate, the follawing Articles of Incorparaticrn.
ARTICLE I
NAME
The name of the corporation (hereanafter called "corporation") is LONiG VTEW ESTATES
HC3M~OWNERS' ASSDCIA.TIOI+I.
OPF3CK RJBUC DOCUMW
AR'TxCLE TI PDKME COUKri" EMfNM'S OM
DLT~►TLaI~ ORI~~' ~
PR[3J~~ # .
The duration af this corporation shall be perpetual. SUBMI3fiAE. # ,
RETtJRN TO COUN1Y ENGINEER
ARTTCLE IIT
PURPtlSES AND P[3WERS
This corporation is not argania.ed for profit and nv part af gains or eamings shall inure tv its
members. The specific prirnary purpases far which it is Fcarmed are ta provide for the aequisition,
cvnstruction, rnanagement, operations, administration, maintenance, repair, irnpravement and
preservation of the comnnan aaeas, facilities and systems af LONG V[EW ESTA.TES situated in
Spakane County, Washingtan, and tv prornote the health, safety and weZfare of ali meimbers of the
corporation as may hereafteF be brvught within the jurisdictian of this corporation fQr such purpases.
ARTICLE C3F INCC3RPQRATION - 1
Ia fin-therance of said purposes, and subject to the apprava] of rnembers as required by 1aw,
the Deciaration, or the 8y-1aws, th15 CC7PpUl'"dtlOll 5t1all Y1aWe pdWer tQ;
(a) Ferfarm all of the dutaes and obligations vf the cvrporatiQn as set forth above;
(b) Fix, levy, collect, and enf'orce assessmen#s and fines as required to perform
the (lb11gat1flY15 Set fC}I`#.h ab0ve, in a fair and equitabte fashion and secure the payment of
assesstnents through liens upon real property as a1lnwed by law;
- (c) Pay all expenses and obligations incurred by the cvrporation in the conduct
vf its business, inclutiing, withoufi lirnitation, alP licenses, taces or gaveraimental charges
levied or imposed against the cvrporation's prvperty;
(d) Acquire (by gift, purchase, or otherwise), o►avn, hold, improve, build upon,
operate, maintain, convey, se1i, lease, exchange, t.ransfer, dedicate fvr public use or atherrvbse
dispose caf real or personal property in connectivn vwith the affairs af the carporation;
(e) Mace con#racts and incur liabilities, bvrrvw maney and mortgage, pledge,
deed in trust, or hypot,hecate any or a11 taf its real or persanal properiy as security for maney
bcarrawed or debts incurred;
(f) T]edicate, sell, transfer, or grant easements aver all or part of any of the
CUf[JLltdtioI1'S pPope1'f.y L[7 anV pl1bI1C ageCkCy, authority or ufiiliiy fnr such puiposes and subject
to such canditivns as may be agreed to by the mernbers;
(g) Participate in mergers and cvnsolidations with other nanprofit corparatians
: arganized fvr the same pi.upases, or a.nnex additivnal property ta the praperty managed by
the corparatibn;
(h) Litigate, mediate, arbidrate asay andlor all carpcarate rights and obligations
specifieci in law andlor by fihe Articles aznd By-Laws of the corporatiQn. This corporatiQn in
additian to vther prouisions, may pravide for the qualification of inernbers; the terrns and
C[]fldlt1oI15 Df c3dI7l15510I3; the time, mode, conditions and eff'ect af expuision, withdrawal or
restoratuon of inembership, admission fees, charges and assessments; reimbursernent far
services rendered tv and expenses incun-ed on behalf of the caaporation by any member or
ARTICLE C}F iNCO1tP£IRATION - 2
officec- of the corporation; and sucfi ather rules and regulataans as are not repugnant to the
laws of the state nf Washingtnn, and
(i) Have and exercise any and all pnwers, rights, and privileges dwhich a
corporation organized under the VVashington ausiness CQrporation Act L,aw, vahich exists
naw or hereafter.
~ AR'TTCLE IV
MEMSEFkS AND MEMBERSHIP
I . Non-Staek Corporatinn. Participatian in martagement and ownership Qf the
corporation shail be by membership an1y. The corporation shall issue no stvck and shaIl have no
shareholders.
2. Membershino. The owner of a iot in LONG VIEW ESTATES and its additians may
becDme a member vf the corporation upart beccaming an owner of real praperty locaxed in LONG
VIEW ESTATES of Spokane Cvunty anti the additions theretg {"the project"}, and payrrlenf of
membership fee established by the Board of Directors. Each member shall rernain a:nernber thereof
of the corporation until such time as his/her ownership ceases for any reasfln, at which tirne hislher
membership in the corporation shall autamatically cease ar in the event membership is suspended
vr terrninated. Membership shall he in accordance vvith these Articles of Incorporation and [he Qy-
L,aws of the corporatiore.
3. Transferred Membershin. Memhership in the corporation shatl not be tr-ansfetred,
pletlged, or alienated in any way, except u,pon the transfer mf ownership of the iat in LCING VTEW
ESTATES Qr its additians to which it is appurtenant, and then only to the new ownec. Any attempt
to make aprahibited transfer is void. In the everat the owner of any lat shauld fail ar refuse to
rransfer Che membership registered in hislher narne to tHe purchaser vf hislher lot, the corporation
shall have the right and authority to transfer tv purchaser and to reeord ihe tcansfer upan the bvoks;
thereupan the crld membership outstanding in the name of the seller shall be null and void.
4. Uvtine Fawer. Each memher shall !ae entitled ta one {1} vote fQr each lot owned.
ARTTCLE C3F IIVCC]RPURATIClN - 3
If a 1vt is owned by mvre ihan one person, eaeh such person sha11 be a member of the corparatian,
hut there shall he no more tli~i one (l) vvte for each lot, multiple arrmers have joint rights and
Qbligations. No transfer becornes effeGtive wntil completed on the Carparation's books.
5. Addi#iunal Classes flf. Membership. If this corparation desires to add a.dditional
classes of membership, it may dv sa through the corparate $y-laws. Nothing in these Articles shall
prahibit the institution of add'atianal classes.
- 6. VvtinaRequireznents. Except where otherwise expressly pr°ovided in these Articles
of Incarporation ar the 8y-Laws, any action by the corporatian which must have the apprmVa1 of the
corpvration mernbership befare being undertaken, sha.ll require the vote or vvritten assent of ihe
prescribed percentage of the total pDwer {all elasses combined} of the corporation
7. Limitatian of PavrnQnt to Dissentin' e Member. Memtaership in the carporativn
is appurteraant to and carcnac be segr-egated fram ownershig of a lot within Che jurisdictiQra of fihe
corporation. Except upon dissolution ofthe corparation, adissenting rnember shal1 not he entitled
to any return of any contributian vr vther interest in ihe corporataon.
A1tTTCLE V
INTTIAL REGISTERED 4FFICE AND AGENT
The initial registered office of the cQCporatian shall be 15321 E.1dlission Ave., Veradale, WA
99037, and the narne of its initial registered agent is: ,DENNTS A. CRAPD.
ARTICLE iV
QOAFLD OF DIRECTORS; INC[7RPC)FLATORS
The affairs of this cQCporation shall iraitially be managed by a Board of three (3)
L}irectars, hut may he eonverted tv a different number in accardance with the By-Laws. The
electian afdirectcars shall be divided into three (3) cFasses, of nearly equal number, with each
class of direccvrs elected fQr lhree (3) years. Until the expanded board exists, there is na
requireanent that the directars be members. Afiter expansion afthe board, a11 must be metnbers of
ARTICLE (3F fNCaR-PC3R,ATIQN - 4
J . . I
the corpgration. The names and addcesses of the incargorators of the corporation, who shall also
act as the initial directars of the carporatian until the selection of their successars, are:
111A1VfE ADTIItESS
~ DENNTS A. CRAF(] 15321 E. Mission Aue.. Veradale.
WA 99037
MELTSSA A. CRAPQ 15321 E. Mission Ave.. Veradale.
WA 99037
STEPHEN H. FUFZD 320 S. Sullivan Rd.. Veradale. VVA
99437
The name and addre~~ of each incarparat4r is:
NA1VIE ADDTtESS
DENNIS A. CRAPO, 15327 E. Missivn Ave.. Veradale.
VJA 19037
ARTICLE QF dNCORPC3R.ATIDN - 5
AltTIi.aJE VII
DTssvLuTroN
In the event of dissolution, liquidation, or winding up of the corporation, after paying of +ar
adequately providing for the debCS and obligations of the Corpvration, the directors or persons in
charge of the liquidatian shaZl distribute any remaining assets, properties, arcdlor money in such
charity or charities a.s may be recognized under Sectian 170 of the Cdnited States Intemal Revenue
Cade, the particular chari#y or charities to be deterrnined by a majority vate of the members of the
corparation as a meetung cal9ed fnr that purpose. _
ARTICLE VTTI
AMENDMENT vF ARTICLES
These Articles shail be arnended csn9y by the uafie or written assent of inembers representing
at least two-Chirds (213) of a quorum of the tQtal vnting power of the carporatian.
FQr the purpvses of farming this corporativn under the laws of the State of Washington, I,
the undersrgraed, constituting the inGVrporatar of this corparativn, hawe executed these ArticIes of
Incorparatian mn the day of , 2002, and execute the sarne under
penalties of purjury, declaring them, to tha besC of my knowledge, tn he true and correct.
I consent Co serve as Registered Agent an the State of Washimgton frsr the Assaciation and
understand it will be rray responsibility tca accegt Seraice of Prveess on behalFtrF the Association; to
forward mail tra the Association, and to immediately notify the Offce of the Secretary of State if I
resign or change the Registered Office Address.
DENNTS A. ClTAPQ
c Wroocu-iIwroocsVtgRcaRru.oncaaonn wp o
ARTiCL.E DF INC4RPQFtATTC]N - 6
, . ,
RECEIVED
JuL 12 2002
SP]KI1NE [+ClJNTY EAiM1VM
Diamond Racfc +Construction, Inc. QFRCtAL PUBuC DO[iUMENT
_ 15321 E, Mission AVe ~~~~~~S OM
Verattale, WA 94037
ORIP
D "
ECLARATPOhI QF PROJECT #--E
W$MEFTAL # 1
COVENANTS, CONOfTIQNS ANp RESTRICTfONS OF
~~UMY ENGINEER
LdNG VIEW ESTATES PUa
'I'H[S T?ECLARATION is made on the dace hereina8er set foeth by DENN[S A. CRAPO and MELISSA A.
CRE13'O, hrashand and wife, and dIAMC3ND RUCK CON57RL,3CTtDN, ITVC., a Washington corporation
("Declarant"), whcr are the owners of certain land si[uated in the State of UUashington, County of Spnkane, icrtawn ar
to be leraown as LflNG V f EW ESTATES PUD, which is mvre particularEy descri'hed rsn Exhibit "A" attaGhed herata
and incorporaied herein. In mrtfer to ensure presenratiun of the graciaas residential enVironment at LONG VTEW
ESTATES PUO, Deeiarant agrees and covenants [hat ali iand and impsgvements nvw existing or hereafter
constructed thereon wi18 be held, sofd, canveyed subject to, and hurdened 6y the Fol9owmg covenants, conditions,
restrictians, reservaticrns, lienitakinras, liens and easements, all of which are fnr the purpase of enhancing and
protecting the Value, desira6ility and attractiveness of such lands for ihe heneFit of a11 of suah lands and [he owners
theremFand cheir heirs, successors, grantees anci assigns. All provisians of ttais Declarativn shall be banding upvn a01
parties having or acquizing any right, titCe or interest in such lands or any portian thereof and shaCl mure to the
benefit of each Qwner thereofand to the benefit of the DeGEaTant, its assignees, and shalI otherwise in all respacu be
regarded as covenants running with the land.
ARTICLE [
CJTHER PARCELS
5ectian 1. Declarant rescraes the right, but is nat abliged, to add C3ther Parcels to the Properties. Dee9aranC
reserves the right ta determine the nuanber and location of any Lnts wiChin the Other Parcels
If any Other Parcels aFe added to the Properties, all of tfae {3ther Flarcels shalf 6e g4verned by this Decfaratian
iF Deelarant sv elects. The character of the irnproaements which may 4e 9atsr ad'ded ta the Properties or Qther
ParCe1s shall be compaTible wiTh inTproVements already exisitng on the Properties; Provided, Howe►•er, that
Declaran¢ may deveEn,p the Other Parcels for arsy lawful puepDSe that is allowed by app9icable land use ]aws and
regulations. All easements for ingress, egress, utifities and use aFfacilities, unless othenvise specificalEy limited,
sha[I exist in favgr of alf Lot O►amers in thc Qthsr Parcels
- - CRAPOCCR. W PD
1une 5, 2002
Section 2. The addition nf anv [)ther Paroe9s ta the Properties sha11 occur when [he Declaranc files for
recard a i]eclaration ofAnnexatirsn ta this Declaration, legally descri6ing the Other Pareels and siating that the C]iher
Parce ls are anriexed to che Prnperties and subject to the provisinns ofthe DeCiaratzon.
AR'T`lCLE [I
IDEVELOFMENT pERIUD; MANAGEMENT R«HTS C]F DECLARAN'T QUR[NG DEVELI]PMENT
Sectian i. Management by DecEarant. L7euefapment PeTiad shali mean that per€nd of time from ihe date of
recording the L3eclaratipn unerl (1) the thirt ieth (3Qth) day after transfer of title to consumer home purchasers of Locs
representing one hundred percent (100°Ip) of the total voiing pawer of alI L,at C}wners as then constitated, including
any annexed property, or (2) the date on which Ueclarant elects to permanentiy re1inquish a91 oFDeclarant"s authoriry
under this Article II by written notice tn all Dwners, or (3) a date not more than thirtyr (30) years frum ihe date 6f
recoecfing this Declaration, whichever date frst accurs. Until terntinatinn nf the DeVeRoprr►ent Period, either upan the
_ sale of the required nuenber of LoTs, the expiration of the staecd time period, or at the e9ection of the Declarant, the
Properry shal[ he managett at the sole disoretion of the I]eclarant, [f the ❑e►relopment Fereod has teaminated under
the faregoing provisiQns, the addition af dther Parcels to the Praperties already subject to this Declaration shall nat
change the faGt that the De►+elopment Period has terminated pursuant to the prrrvisions herein befQre the addiTion of
qther Parcels cn the Properties, the seuenty-i►+e percent (75%) of %he tutal uoting power shal E be determined an the
hasis of tite voting power in all the Ltats then in the Property after the addition of the Other Farcels.
SeGtion 2. Notices to Qwners Nat less than Zen (10) nor more than thiriy (30) days priar io the termination
af the Develupment Period, the Declararlt shall give written notice of the terrreination of the I]eveCopment Peraod ka
The Clwner Qf eacit Lat. Said notice shalF specity the date when the Deaelvpment Perivd wil] termmate and shall
further natify the Qrvners csf thc dace, Place and time when a meeting af tha Owners will ba held. At this meeting, the
[]eclarant shsll appoint a GQmmittee 1For an irrevocable periad ofone (1) year, which shall Poe the transieton year fram
Declarant contra9 to hamearvner control,
5ectiun 3 Decfarant may in its sole discretion, and at such tiarses as the C3ecfardnt deems appropriate,
appoint three perscrns who rnay be Lut C7wmers, or are rrepresentatives of corporate entities ar other eniities which are
Lot dwners, and which rnay incdude peclaraett ar an agent thereaf, as a Temparary Board. This `y'emporary Board
sha6f have full authori¢y and alf righis, responsibilities, privileges and duties ta manage the Fr4perties under this
Declaration and shall be subject to ail prouisions of this DeG1araPion, provided that after seleecing a Temporary
Bvard, the Declarant, in the exercise of its sole discretian, rnay a[ any time terminate she Ternporary Boaed and
reassume ids management authvriry.
Section 4 7'hese requirements and cvvenants are made ta ensure that the Properties will be adequately
administered in (he initial stages of development and to ensure an orderly transition to Qwner operations
Acceptance of an inrerest in a Lat evidences acccptance of this management authority in Decfarana,
ARTYCLE ICI .
LAND l1SE RES'FRICTlONS
Section 1. Residential use - Size All lots wiihin the Properties shall be used so[ely for private single family
residensial purposes. Private singPe Family residences shall consist of no less than orie Lot No residenGe shall be
conscructed which exceeds the height alEDwed b}+ ahe unclerEying zonsng, inclusiue Qf basement. EaGh residence must
have agarage fvr not less ahan twa cars No single struccure shall be altered to provide residence fvr more than one
fami ly.
a}. Lots in LONG VI EW ESTATES PEJ C3 nrmWisions. The graund flQOr area aFkhe main
structure, exclusie+e 6Fapen porehes, decks and garages, shall be no less shan 1200 square feet for a one story house
with no basement; or 22{}0 square feet #'or a one storyr house witti a basement; muitiple level hflrnes sha[l haue a tutal
- CRAPOCCR.WPD
-2- June 5, 2002
e • i
of no less than 1200 square feet fn:shed flaor area, exciuding basements, and a minimum of 1200 square feet on the
main floor Eevel. The architectural eQntral committee may grant variances of Chese requirements, but not ta exceed
eight perceni {$°/g} of Che requirement
Seccion Z. Quiet Eniovment, Na Lot shall be used in a Fashion which unreasonably interferes with the other
fJwners right to use and enjoy their respective Lats ar Comm4n Areas.
SecTtan 3. Nuisances No noxious or offensiVe actiuetp shall he conducted crn any L.at or Carrurnvn Area nor _
shall anythiotg he done or maintained on the Properties whieh may be or become an actiwity or cvndition which
unreasonahly interf'eres with the right of ather Qwners ta use and enjoy any part of the Properties. Mv activity or
condition shall he conducted ar rnaintained an any part of the Praperties which detracts from the Va[ue of the
Froperties as a residential community. No untidy or unsightly candition shall be maintained on any property. UnTidy
eonditinns shatl include, huC are not lim64ed to, publicly Visxble storage of wood, 6oats, trailers, recreational aehicles
and tiisabled vehiclas of any kind whatsoever
Section 4. Temoorar,a 5tructuresNehicles. No structure of a temporary character ar, , garage, barn, or ather
out buildings shakl be used on any Lot at any time as a residence, either temporarily or penmanently. No vehicles
parked in public rights-af-way may he used temporarily or permanently Far resQdentaal pueposes. RV's, boats and
aCher such vehieles rnust ba stored either behirtd front of garage or behind set-back line with appropr`sate seccening
which must be appravesi by the architectural control cammittee.
Seciian 5. Buildine Setbacks The minimurn front setback requirement for all residences in the Plat shall be
thirty (30) feet or more, at the discretian of the DecEarant or the Architectura[ Cvntro] Commiteee Side yard sethack
requirement sha@I be established in accvrd wiih relevant puhlic zaning ordinances. No dweliing shall be located on
any Lnt nearer than twenty {20} feet to the rear Lot fine. For the purpose of this Coaenant, eaaes, steps, chimney and
❑pen porches sha11 not be cnnsideeed as part of the dwelling, Provided, Howeaer, thac this shall noc be consrrwed ta
permit arny portian of a dwelling an aLut to encraach upan another Lot nr sapon any easement indicated on rhe face
of the Plat or as otherwise recorded or uPon Common Area. AEl exterioe decks, porches, patius, etc., rtaust be
appraved tn writing by the Architectura[ Gontrol Committee prior to constructian.
Sectran 6. Arsimads. NQ andmals other than one large animal per acre o►uned, dogs, cats, caged hirds, tanked
fish, and other convent»nap smalE househald pets may be kept nn Lats.
AFLTICLE IV
BUTLD[NC RE5TRICTTQNS
Section 1. Buildine Materiafs. All homes constt-ucted on each Lat shall 6e built of new rnaterials wath the
exccptron of decor items such as used brick, weathered planking and similar items, includmg any landscape t'amhers,
AI! rvofs shall ha►+e a Class " B " or hetter fire resist.arice radng. Nc+ ererticsi channel or T-1 l I sryie siding shalf be
aliowed. All p[ans and building materials must be apprvwed in writing by the Architectural Contenl Cvmmttiee prinr
to CpnstruCtron
5eetian 2. Construciian Clean Un At all Times during eunstruction of ahome ar uthes building un a lot, ihe
Lot 4wFner shall see that construccian debris is ,promptly removed from the Eot within faurteea ( l4) days of
completion Dftfaat aspect of cansiruction. i.e. For example, when Framing is cQmpfefed, the framing dehris shall be
rernoved within 14 days of compCetion of framing [n Yhe evenc thai any Lot f3wner, or agent therevf, shalE fail to
comply with this section, the aeclarant may contract for removaE of said debris and the applicable Lot and Lgt
Owner shafl be respansible far aCl cQSts inGUrred to remove said debris, including all legal fees incaured to collect
said amounts. Unpaid costs shall be a lien on the Lot, as weil, and be forecloseabCe as set forth in this L]eclaraiion.
At no cime shall any Lot Owmer or agent thereaf cause any canseructic,ri debris to be placed an any other Lot Qwner's
Lot, withaut immediate remoVal thereaf
CRAP[JCCR WPD
-3- lune 5, 2002
, • ' , , i i
Section 3. f'ermits, No construction ar exter'sar addition ar change ar alteracinn af any sErueture may be
started on any portian of the PropeRies without the C?wner first obta inang a building permit and other nec essary
permtr.s frcrm the proper local gaauernment al authoriry and written appraval of such permits from the Commitiae or
the L)eclarand. 7'he Ccrmrnittee must apprave t,he plans foc all eonsfiruction vr arteration prvposa9s.
5eenon 4. Codes. All construction shafl conform to the requirements of the State of Washington's Rules
anri Reeulatians for Znstalline Electric 1Nires and Eoutqment, and Uniform Cocles {buifding, mechanreal, plumbirag},
in Farce at ihe commencement of the canstruction, including the Isiest revisions therevf.
Sectinn 5 Time of Comnletion The exteriQr of any structure, including painting oe other suitable 6nish
and ini[ial landscaping of fmnt and side yards, shall be cvmpleted wit'hin twel►+e (12) months of the begimmng of
cansmaction so as to present afinished appearance when viewad from any curbside angle, unless approved hy the
Committee. The canstructian area shalE 6e kept reasQnably clean during che construction perirsd.
_ Seciion 6. Gontractar. Afo home may be constructed on any Lot other than Fiy a contractor licensed as
general cantractor under the statues aEthe State oF Washington without ihe prior approval ofThe Committee,
AR`I'ICI,,E Y
ARCHTTEC:T'[]1iA,L CONTRd3L
Seczion l. Architectural Contrnl Camrnittee ("Comm'sttee"J. Upan termination af the ❑evelopment Pcriod,
the Deciarant shall appoint a Cammittec. The Committee shall cansist aF not less than three (3) and not mvre than
fve (5) members. It is not a requirert7ent that members of the Commitkee be Uwners.
IJuring the Qeveloprnent Periad, the DecTarant may elect to exercise and perfarm the functions of the
+Cammittee. [f ehe Declarant e1ecCS noY ta perform t}iis function, or at any time elects ta na langer perfarm this
function, the Declarant shall appnint the Cammittee ta function as herein provided The Cammittee shals be
appointed wiihin one (l) mtanth Fallowing the termination ofthe L7ewetapment Period
Section 7 lurisdictian and Purnase. The Ccammittee or the C3eciarant shall review proposed pians, p[ot
pCans and specifications fvr Residences, aecessory structures (e.g,, garden sheds, tcaol sheds, doll houses, and
playgraund equipmenc), ar other exteeior structures to be placed upon ihe Properties. Ne exterior addition ar
struccural alteraiian may be made until plans and specifications shawing the nature, kand, shape, height, materials and
lacation af the proposed structure ar alteraCion haVe been subrnitted to and approwed, in writing, by the Comniitiee.
The Gamrnitte e shafl determine whe ther th e exterio r design arod Ipcatio n vf the p ropvsed structure or alieration
harmonizes wrth the (1) surrounding struciures, (2) surrounding natural and bui9i environment, and (3) aesthetic
charactee of o[her hvmes in the Plat.
Sectian 3. Membershin The Ccsmmittee staal9 be destgnated bp the Declarant. An elecLion to fill either a
nervly created pQSition on ahe Camrnittee or a v.acancy on the Cvmmittee requires the vote oF ehe majority nf the
Clwners Howe►+er, the Qwners are not 4bliged to fill avacancy on the Committee vnless the mernbership of ihe
CQmcnittee nurnbers less ehan three {3} persuns, except during the time rhe Committee is controlled hy the aeclarant,
as specified in this Declaration. Sectian 4 Desianatian nf a Renresentative. The Cornmittee may unanimously designate one vr more af its
nnem6ers or a third party to act an behalf of the Cammittee with respect ta besth rraimsteria] mattees and discreiinnary
judgments. The dccisions oFsuch individuaes are subject ta rerriew by the entire Committee at the request of any
memher crf the Comxnittee.
Section 5. ❑onation of Tirne. Iwlo member of the Carnmittee shall be entitled to any cornpensation For
services perfarmed on behaYf of the Cnsnmictee. Cammiittee members shall have no financial liabiliry resulting frorn
CRAPOCCP,.WPf]
-4- 9une 5, 2002
Committee aetions, and Che Qwners shall inctemnify and hafd al] Committee members HarmFess from any liability arising from serving on tfae Gamrnittee and fulfiliing Committee func#aons.
Section 6. 1Jotiaq. Committee decFSinns shall he deTermined 6y a majariry vnie by the mernbers afthe
Cornrtrireee.
Section 7 Su6rnissinn of Plans. All plans and specificaEions required ta be submitted to ltae Contmittee
shall he submitted by maii to the address of the Corrimittee in duplicace. The writtsn submissian sha19 contain the
nazne and address of the Dd►mer svhrnitting the plans artd speeifications, identify the [.ot involaed, and the following
inforrnation abou[ shs proposed structures.
(a) The iocatiun of the scrucCwe upvn the Lot;
(b) The eleNation af che structure with reference to ihe existing and finished Lot grade;
(c) Plot plan showing 1ocaEion of the bui[d[ng, buElding sizes and set backs from the Lnt boundaries;
_ (d) The general design;
(e) The interis7r layaui;
(f) Thc exterior finish materials, includ ing raof materials;
(g) Other informatian which may be eequired in order to determine whether the structure conforms tv
the standards articu9ated itt this Declaratian and the standards employed by the Carnmietee in
eaaluating devefopment proposal.
5ection 8. Eva[uatine Devefoqment Pronosals The Committee shall have the authoricy ta esta6lish
aesthetic standards for evaluating development proposals. [n addiii4n to such standards, in evaluating developrnenC
propasafs, ihe Cofnmcttee shaE[ determine whether the externa] design, CflIOY, 6uiltiing materia9s, appeararace, heighE,
configuration, and landscaping of the proposed stt`uctuse harmonizes wiCh (i) fhe Variaus feaiures of [he natural and
6uilt enNiranment, (2) the aesthetic charaeter of rhe other hames in I,ONG ViEW EST'ATES PllIJ, anti (3) any otlter
factars which aff'ect the desirability or suitability crf a praposed structure ar alkeration. The Coenmittee sha[1 decline
ta appraue any design which {1} fails ta meet the abpve recited standards and any other aestfretic standards
promulgated by [he Cornmittee, (2) impacts adversely vn nearby prtsperties and common areas, (3) in the opanines of
the Commmee, ompairs the +utew of rvearby properties, or (4) is of a ternporary or non-permanent nature. Committee
deiennina[icsns rnay he amended by a majoriry vcrte of Committee members.
Sectian 9. AporQVal Procedures. Within fourteen [[4} days after the receipt aFplans and spectfcations, the
Committee s}ra11 approae or disapprove the propased sTructure. The Commiftee may decline ta appr6ve plans and
speci fications which, in its opinivn, do not eant'oem in restrictions articu[ated in this Declaration or tQ its aesthetic
staitdards. The Committee shall indicate its appaoval ar disapproMal on one of the copies of 1he p9an and
specificaCians provided by the applicant and shall retrarsi the plans and specifications to the address shown an ihe
plan and specificatians fn the event thaC na disapproval ofsuch plans and specifications is given rvithin fourtecn
( 14) days afsu6rnissitrn, copi es of pfans and spec ifications shaI G be de livered to the 0 wmers af adjacene Lots wtthin
the pra,pertles tagether wath a staternent zn the efreci that (1) the platas and specificatipns haae been 5ubmitted to [he
Gmmmittee; (2) fourteen {IA} days haVe passed since the date ofthe su6missinn and nQ action has been taken on the
plans and specifications by the Cammittee; and (3) unless a legal action by the Qwners ta enjoin the construction
pursuant ke the submitted pfans and specifcations is fi led with in ten {14) days after receipt ofthe de]'svered copies,
construction will be commenced pursuant to the p9ans and specificati[sns. If na legal action to enjuin the
cQnstructian is cammenced within ten ( l0) days of deGvery ofthe cQpies ofthe suhmitted plans and s,peeificatians ta
adjacent property Qwners, the plafis and speci~fications shai[ be deemed to be approved by the Cornmittee and
cnnstruction pursuant to the plans and specifiGations may be commenced.
Sectioes 10. Corrspl iance with Cades. [n all cases, ultimate responsibilit}a for satisfying ail local buiFding
codes and requirements Fests wich the Qwner and cantractor ernployed by the Clwner. '1 he Committee has no
responsibility for ensurmg ¢hat plans and speeificatipns which it reviews aomply with local6uilding and cQdes and
requirements The Comrnittez shall be hefd harmfess 'tn the event that a siructure which i¢ auihor'rxes fails to eornply
CRAFC3CCR WPT]
-5- 1une 5, 20[]2
u+ith relevant building and zoning requirements. Na person Qr t,he Lleclarant on the Cotnmittee o'r acting on behalFof
the Committee shall be held responsible fQr any d'efeca in any plans Qe specificat9ons which are approved by the
Committee nnr shall any member of the Cemmittee vr any person acting an behalf of 2he Committee 6e held
respo nsrbfe for aray defect in a structure which ►vas bui9t pursuan[ Co plans and specifcations appraved by the
Co[ttmittee.
5ection 11. rJariation The Commiitee shall haae tdhe authoeity ta approve plans and specificatians whictt da
, not cnnform tca these restrictions in order to (1 ) DVercome practical diFficulties oe (2) prevent undue hardship £ram
being impQSed on an Owner as a resuft of appiying these restrictions. However, such variations may only he '
approved tn the event that the Wariativn wilf nvt, in the Ccsmmittee's sole rspinions (l) detrirnentally impact on the
averall appeat'ance o f che develvpment, (2) impair the attraetive deuelo pment of the subdirrision or (3) adversely
affect the character Df nearby Lots ar Common Areas. Ciran#ing such a variation shail nat conscitute a waiuer af ths
restricc'sons art i cu lated in th is Declaratian VariatiQn shall anly be granted of the Gommittee deterrnirres Fhat t}te
variacion wau[d ftirther the purposes and ontent of these restrictions. ViQ[ations shall only he grantesl in
- extranrdinary circumstances, and at the discretiQn of the Committee.
5ection 12, Enfarcement. [n any judicial action to enfarce a determination uf the Cnmmattee, the losing
parry shall Pay ihe preVailing part7+'s attorneys fees, expcrt witness fees, and other costs 9ncurred in connection with
such a Cegal actian or appeat.
ARTICLE YI
CENE17AL 1'R4]Y[SIUNS
5ectinn l Cavenants Runnme With the Land, °Fhese covenants are to run with the land and be binding on
all parties and persons claiming under them for a period of thirty (30) years frnm the date these coaenants are
recarded, af$er which cime the cauenants shall be automaticallp exten ded fvr succ essive pertods aften ( la) yeacs
unless an instrumenc signed by a majarity af the individuals then owning Lats has been recaeded which reflects thesr
intent to arnend the coaenants in whole or m part.
5ectton 2, Amendment This Declaration may be amended during the iniciaF thitty (30) year period if
seventy-five percent (75%) of the members vate tc amend particu9ar provisions of either instrument. Thrs
C3eclaratton rrzay be amended during the Develapment Periad 6y any instrument signed by both the Qeclarank and the
C}wners of at least fifty-one percent (51%) of the LoTs, incfuding thase awned by the I]eclacant. T'he provisiflns
expressly reFerring to ttze Declarant may not be arnended without che Declaranc's approVa4. All arrfendments must be
filed with the afFice vf the Spokane County Auefitor.
5ecticrn 3. Enforcernent. The [)eclarant or any Owr:er shall have the right tti enfvrce, hy any legal
proceeding, all restzictians, conditions, covenant.s, reser►ratiQns, lic ns and charges n aw ar hereafier i mposed by+ the
provisions af Chis Declaration.
5ecrion 4 Attorsrevs Fees. In the euent thac it is necessaxy tu seek thc serwices af an attorney in vrder to
enforce any (I) proaisian of this T7eclaratian af (2) lien created pursuant ta ttae auttaarity of this Declasatian, the
indiaidual against whom enforcement bs sought shaEl be obliged co pay any attvmey's fees incurred if the {]wner
fails to pay such Fees within sixty (60) days, such fees shall hecome a lien against the Qwner`s Lot
fn any legaf action commenced in os°der to enforce the proaisians aF this i3ec9aration, the prevailing party shall
be entitled to recouer afl rea.sona6le attorn€y's fees and exper[ witness fees incurred in order to enfarce the prvvisions
of this Deelaration. The prevailing parky shall also be entitled to recoder all coscs.
5ection 5. Successnrs and Assip-rns. The cvver►ants, restrictions and corrdidons articulated in this
Declaration shall rury with the land and shafl accordingly he binding ern all successors and assigns.
CRAI'OCCTi.E+UPD
-6- June 5, 20(]2
Section 6. Severabilih+. The invalidity af any one or more phrases, elauses, sentences, paragraphs ar
sectivns hereof shall not affect the remaining portions uF the I]ecearation ar any part thereof. In the eaent that one or
more oFthe phrases, c9auses, sentences, paragraphs, or sections c6ntained herein shvuid be invalid, this Ueclaeatiorr
shall be construed as if the inaalid phrase, clause, sentence, paragraph, or seetian had not been inserted,
5ection 7 Rula Aeainst Peroetuities. In the eVent that any pror+ision or provisions of this Declaratian
vialate ihe ru[e against perpetuities, such provision or provisians shall be construed as being uoid and of no effect as
of iwenty-arae (21 ) years after ih e death of the last surviVing incorporaior of ihe I3eclarant ar twenry-one (2 i ) years
, after the death of the kast survivor of all the incorporators' children and grandchildren who shall be living at the time
ihis insCreirnent is executetl, whicheVer is later.
1N WfTNESS WHEREQF the undersigned, heing the Declarant herein, have hereunto set their hands and seaf
this day of 12002.
_ I31AMC3N❑ RCICK CC3NS`I'AUCT[QN, INC..
DENNiS A. CRAPO By;
It's
MELi55A A. CRAPi7
STATE QF WASHINGTDN )
) ss.
Counry 6f 5pokane )
Cln this day of , 2002, before me, the undersigned, a Notary Pub9ic in and for the State of
Washingion, duly commissinned and sworn, personally appeared , Yo me
kno611n to ~e thQ oF'G1AIVIC?NI] ROCK CONSTRUCTdOi+T, [NC.. the eprporatian that
executed the Foregoing instrument, and acknawledged the said instcwnent to he the frec and vo[untary act and deed
of said carpnratiQn, for the wses and purposes mentioned, and on Qath stated that he was authorized to execute the
said insCrumenc and that the seai affixed is the corporare seai of said carporaeton,
Given karider my hand and 6fficial seal the day and year last abaue weitten.
Notar}+ Public in and fcsr Ehe State oF Washingcan,
residing in Spokane.
IVIy cornmission expires
STATE C3F WASHiNG`d'C]N )
) sS
CC}L1NTY (7F SPaKANE ]
On this day persnnafly appeared before me DENlVIS A. CRAPD and MEL15SA A. CRAI'Q, husband and wife, the
indcvidua[(s) described in and who executed the within and foregging instrument, and acknawledged r,hat helshefthey
signed the same as hisfherltheir free and vcaluntary act and deed, for the uses and purEaoses therein mentioned
Given under my hand and official seal this c[ay of ,2002
Notary Public in and for the 5tate of Washingtan
residing at Spakane
My Comrr►issi6n ExPires G1h1YDOClS-IlWPDOC51HBF1pRLIPERTV1CC&RSCItAL6'ECR.4YyC7
CRALVECR.WPD
-7- Jun$ 5, 2002
aPFENnIx A
PRC)PERTY DESCRIPTTi]N
LON~'a VfEW ESTATES PUD shall mean and refer t[r
CRAPQCCR.WPp
]une 5, 2002
.
,
f , • 4 _
RECEIVED
BYLAwS JUL 12 2002
OF SFOKAHF ['OUNiY MVM
- LC?NG VIEW ESTATES HC3MEQWIVERS' ASSOCIATIOW
MCIAL PJBl,IC dDCUM€I+T
ARTICLE I , PMW COUN7Y ENGINEERS OFRCE
_ PRINCrPAL oFFIcE ~ ~!i ~ L
SUBM#TfAS, # I
AE4URN TO Cfll9NrT'Y ENG1r„c M
Section 1.1 C}ffices. `lrhhe principal office of pZace of bus'rness of this non-profit cvtparation
in the State of Washington sha11 be in the Gounty of Spakane, State of Washington. Mailing address
will be LONG V[EW ESTATES Homeowraers' Association, 15321 E. Mission Ave., Veradate, WA
99307. The corpc,ration rnay have such other azces either within or without the State of
Washington, as the Board of DireGtors may designate from time to time.
ARTICLE II
MEMBERSHIP
Section 2.1 Classes of Membershii) and Votine Riizhts. Each member of ihe carporation
(hereafter "AssQCiation") shall be an awner or cantract purchaser of praperty in LC]N.CJ VTEW
ESTATES ancllor Additioras theretea, in Spvkane Cor.unty, VV'ashingCvn, aIl ~f which are located in thaC
property more fu]ly described in Agpendix "A". Each member sha11 be entitled to one (1) vote fflr
each Lot Qwned ffa Lot is owrned by more than one (1) person, each such persan shaIl be amember
of the Associatican, but there shali be na more ehan arae (p) vote per Lot. 1`v'tultiple awners wils haue
}flsnt rights and vbligatians.
Section 2.2 Votinp- ReQUirernents. Each actian of the Assaciatian, which must attain a
BYLAWS OF LONG VIEW ESTATES
H9MEOWNERS' ASSC3CT.a.TIi]N - 1
t
, _ .
certain percentage of the membership, rnust attain such assent frorn the total voting power of the
Assaciation. References herein to membership without reference to votang shall mean the members.
Sec#icsn 2.3 Toint C)wner Disnutes. The vote far a Lat must be cast as a single vote and the
vQte assigned tv aparticul'ar Lot sha1P not be fractianaFized ar split. If joint mwners are unable to
agree how their vote shall be cast; they shall lose their right to dote on the matter in question.
5ectiara 2.4 Susnension, A rraernber may be suspended fram the Asscaciation and the
member's rights withdrawn far nvn-payment of fees or assessments. 5aid suspensivn shall vccur as
fallows:
2.4.1 A periQd of one (1) year's delinquency an payment ❑f inember's fees and
a55e55meIaCS.
2.4.2 Natice frorn the 'C'reasurer of the Asseciation of failure ta make paymenE.
2.4.3 A second natice for failure to rraake payment and mailing of a ncrtice of
stispensian hearing (all natices mailed by regular mail to Lni address ar the member's address
according io the tax recvrds of Spokane County are deemed received).
2.4.4 A determination of suspension frorn membership by two-thirds (2!3) of the
Board of ~]irectors.
. 2.4.5 During suspension, a member shall lase all rights to vate, use of cvrparate
facilities, ar employment of any of advantages of cQrparate membership; however, a
suspended member is still respansi6le for fees and assessments and the mere suspensian of
rnemfaership shall npt in any way prahibit any other legal remedy, including but not limided
to, the fi2ing of cTaim of lien and foreclosing on the sarr►e in order to assure full payment of
fees and assessments.
Section 2.5 Resi2nation. A member may resign by filang a written resignatian with the
SYLAVVS [3F LONG VIEW ESTATES
H(3MEOVVNERS' ASSDCTATIQN - 2
i
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Secretary, but neither resignatian or suspensian sha1l relieue said member firom the obligatiQn to pay
any dues, assessments Dr charges preuiously or subsequently accrued and uaipaid.
Section 2.6 Reinstatement. A membership which has been suspended may be reinsiated
upan the approval vf two-thirds {2f3} aote of the Board, but only sn lang as fees and assessments
- have been brought current arcd the praspective member fulfills a1 af the requirements of generar
membership with these Bylaws. An application for reinstatement shaPl be made to the Treasurer
accnmpanied by a nan-refundable fee of Fifty Dollars ($50.0(}) at least sixty (60) days prior to the
annual meeting. Upon agproval of tvca-thirds (2f3) aote of the Board of Directvrs, the memhership
shall be returned to gaQd standing.
2.7 Transfer. Membership in the Ass4ciation shall not be sold, assigned or transfer~ed.
Hawever, when a member selis a Lvt, the seller's mernbership rights shal[ transfer ta the new
member, haweVer, the seller must notify the Treasurer of the Associatian of any such transfer.
Purchase and seller members are,jointly and severally liable for ali unpaid assessmenis until transfer
is camplete on the corporate bonks. After cvmpleted tra.nsfer, the purchaser (new member) is salely
lialale.
ARTICLE ITI MEET1Nu f]F MEMBERS
Section 3.1 Annual Meetinq. `fhe annual meeting of Che meinbers sttall be heId at a time,
piace and locatian determined by the Board. if the Board sha11 fai1 to set another time and date, then
the meeting shal I accur an Che lst Monday af rune in each year, at the haur vf 7:00 o'c1QCk PNI, at
a meeting place tv be arunounced in ihe call vf the meeting. The purpose af the meeting shall be to
elect directors and fvr the Fransaction of such ather business as rnay come before the meeting.
BYLAWS OF LONG VIEVV ESTATES
HO11+iEO`4V'NERS' ASSQCIA7'r(JN - 3
Section 3.2 5necial Meetines. Special meetings of the members may be calle€i by the
President, or by not less then twenty-fve percent (25% of the mernbers at ariy tirne with prvper
nvtiCe.
5ectian 3.3 Meetine Place. The President or the members may designafie any place as a
_ place for any special meeting.
Sectian 3.4 Natice of Meetiniz. Written notice sttating the place, day arnd hour of the annual
meeting of inembers shal1 be delivered either personally vr by Fnail to each member entitled to uote
at such meeting, not 1ess than ten (10) days nnr tnore than thirty (30) days befare ihe date of such
meeting, by ar at the direcfiifln of the President or Secretary, ar the afficers ar persvns calling the
meeting. 1n case of aspeciai meeting or when required by statu#e or these Bylaws, the purposes far
which the rneeting is ca11ed shall be stated in the notice. If mailed, the notice shalt }ae deerned
delivered three (3) days after being depasited in the United States mail, pastage grepaid, addressed
to the member at mernber°s address as it appears an the recards of the Associatton.
Section 3.5 L7uorum. Twenty percent (20%) of the voting pvwer of the memhership sha11
canstitute a quorum for the canduct of regular business of the Assvciakion (including proxies).
Sectian 3.5 Praxies. At any rneeting of members, a member entirlec9 to vote may vote by
proxy, executed in writing hy the member.
SectiQn 3.7 ReauIar Business. The regular business of the Associatiora may be carried out
by a simple rnajvnty of voting memberships present in persnn vr by proxy at any annual, regular or
special meetingY exeept as vtherwise stated in these ByPaws, All parlianenfaty questiQns shall be
nrled by Robert's Rute of (3rder (latest edition available at meetkng).
BYLAws oF Lotvc vrEw EsTATEs
HOMEoWvERS! AssOcrATIoN - 4
AItTICLE IV
GQVERMNG BmDY
Sectian 4.1 Genera! Fowers. The Soard of DirecCot's of the Association shall cQnstituCe the
gvverning body of this Assaciation.
AR'TYCLE V
BC)ARD QF DIRECTfJRS
Section 5.1 Term af Direcfiors. 'i"he ini#ia1 Bcaard of Directors shail consist of three (3)
IJirectors. Subsequent boards shall consist of six {6} Directors. AtI Directors must be members.
The L]itectors shall hald office for aterm of three (3) years with the DireGtvrs hauing staggered terrras
so as tv elect a nearly equal mount of T3irectvrs each year.
Sectiean 5.2 Election of Board af L'3irectors. Ttte Directors sha11 be elected at the annual
rraeetings. The naminations for the election of the Board af Directors may be made at the floar af
the annual tneeting of this Associatimn. Additianally, the Board may agpoint a nominating
cvmmittee of the members tv serue until the close of such annual meeting and shall make as man,y
nQminations as directars to be elacted. Such nominating cQmmittee shall be appainted at Ieast ninety
(90) days praor tv each annLial meeting.
Section 5.3 Removal. Any T3irector may be removed, in accordance with Washingtcrn taw,
by the members whenever, in their judgment, the best interests erf the Associaiion wvuld be served
thereby. .
BYI,AWS OF L[3NCr VIEW ES'I'ATES
T-YOMEQWNERS' ASS(]CIATIQN - 5
Seciian 5.4 L)isaualifcation. Any T3irectar may lase his ar her peasition as Directar by
disqualificativn for the fallovwing reasvns:
5.4.1 Loss of membership in the Association.
5.4.2 Absence frarrh t1uee (3) consecutive Baard of Director's meetings without just
cause; ar .
_ 5.4.3 Continuing canfliet of interest behween nutside interests and duties as a
I]irect4r.
The final determinatinn of disqualifieation if 14ss of inemlership has accurred, lack vf jrast cause for
absences on a cantinuing nature or conflicts of interest, sha1i be made by the Board of Directors by
a three-faurths (3{4} affirmatiwe rrQte of the Directors. Upon such an affirnative deterninatian of
disqualification,. that pasition shall be canshdered vacant.
Seccian 5.5 Vacarzcies. A vacancy in any office because of death, resigna#ion, remoVal,
disqualification or othervvise may be f Iled by the remaining members of !he Board of Directors, or
by the members for the unexpirecE term.
SectiQn 5.6 Ouarriumm. The presence in ,person of the nnajacity of the Directars at any meeting
of the Board shafl constitute aquorum. The vote ofthe majority of the quorum actually present at
any meeting staall constitute an actian of the Bvard of T)irectars.
Section 5.7 Reeular Meetines. Regular meetings of the Board of T"]irectors shall be
conducted at ieast quarterly at a time arnd a place within or near the deaelapment as ma}+ be fixed by
the Board. Notice of the time and the ppace of the regular meetings sha1P be given to each Director
persanally, tay mail, by telephone or telegraph af least three (3) days ,prior ta Che day+ named for the
rneeting.
BYLAWS QF LONC`r VYEW ESTATES
T7i(3MEfJWNERS' ASSOCIATIDN - 6
Section 5.8 SiDecial Nleetines. A special rrieeting of the Soard of Direc#ors may be called
by written nvtice signed hy the President or by any one-half (112) of the 17irectars other than the
President. Natice shall he pcvvided to alP Directors. The nvtice shall include a descriptian and the
nature of any special business ta be cvnsidered by the Board.
Section 5.9 Waiver of TVatice. Befare or at any meeting of t4ze Eoard, any I)irector may irt
writing waiue rtotace of such meeting and such waiwer shal1 be deemed equivalent ta giving a notae.e
Ca that C7irectar. Attendance by a L)irector at any meeting of the $aard shall be a waiver of natice
to that Director of tne time and the place of the meering, except where such attendance is far the
Pimited and expressed purpase of objecding to the transactiorc of any busrness because the rrqeetnng
is aIlegedly unlawful.
Section 5. 10 Action bv Cansent of Directors. Any acfiion required Qr permitted to he taken
by the 8erard of Directars may be taIcen without a rraeettng if all of the Board of Qirectvrs shall
indi►ridualiy ar collectively consent in writing ta such activm. 5aid cansertt may occur by electranic
cvriamunication and rrray later be ratifed in writing.
Sectian 5.11 Baard Meetines C]pen to Memkrers. Regular and special meetings of the Soard
shall be apen to a1i members of the,.Association, prQvided however that members who are not on fihe
Board may not participate in any deliberatian or any discussion unless expressly so authorized by
Vote of a rnajority of the guarum of the Soard.
Section 5.12 Executive Session. 1`he Board may, with the approval of twv-thirds (213) aF
the quarum of the airectors, adjoum the rrFeeting and recanvene in Executive Session to discuss and
vQte upon sensitive rnatters. The naiure afany and a.1I business tv be considered in executive session
shall first be announced in apen sessivn.
$YLAWS OF LCSNG VIEW ESTATES
HQMEQWNERS' ASSOCIATiC3N - 7
Section 5.13 Pawers and L?ut'res. 1`he Board of Directars shaPt haVe the powers and duties
necessary far the adrriinistration and matlagement of the affairs of the Assaciataran ta the futi extent
aAP[rwed under 1aw.
Sectian 5.14 Desianation of Carnmittee wifh Autharitv of Board. The Board maY, bY
- rnajority vote of the Directvrs, designate vne (1) or more ccsmmittees authorizing such eornmittee
ar cammittees tv act with the autharity of tae Boarri. The deqegation of the duty or duties shall be
specific, limited in scape, time and type ofauthority. Each commEttee shall have three (3) or nnore
members, the majoraty of wcieh ralust he I]irectors.
ARTICLE VT
OFF'iCERS OF ASSC?CIA F 1DN
Seciion +6.1 Titles and Aroracntments of Pawer. 'f'he vfficers shall cmnsist of a President, a
Vice-President, a Secretary and a Treasurer. The Baard of L7irectars shall elect rhe officers. The
Board ot'IJirecdors may also appainx such othe~ officecs as they may deem desirable. 5uch r~fficers
shall have the authvriry and perfarm the duties prescribed fram time to time by the F3oard of
Directors.
Section 6.2 Election and Terrri. The e9ectivrt of officers shadi take place at the first meeting
of tfie Baard of Directars following the an,nual meeting ofthe merrelaers. The term fac the officers
shall 1e one (1) year unless said afficers shall resign or shall he remaved or otherv►+ise disqualified
to serve.
BYLAWS QF LQNG VIEW ESTATES
HCJMEC]WTIERS' ASS(JCIATION - 8
Section 6.3 Vacancies. Avacancy in any office may be filled by appointment by the Board
of I)irectors. Ta~ officer appninted tv such vacancy shall serve far the remainder of the term of the
vfficer replaced.
Section 6.4 Fresident. The President shail be the principal executrve afficer of the
_ Assaciation and shall in general supervise and cantrol all of the business and affairs of the
Associataon. Helshe shall preside at a,11 meetings; shall sign, with the 5ecretary, or any other praper
officer of the Assvciation authorized by the Bvard of DYrectors, any deeds, martgages, bvnds,
eantracts vr other instru.menLs which the Board of Directors haVe aut,hQrized ta be executed, and in
general sha11 perform all duties incident ta the vffice of President and such Qther duties as may be
prescrihed by the Board of Directvrs.
5ectian 65 Vice-President. The Vice-President sha1I perfornn the duties of the President in
the President's a'bsence ar in the event of death, inability ar refusal to act, and wherr so actEng shali
have a11 of the powers and be subject to aIl of the restrictions plaGed upon the Presideni.
Sectian 6.6 Treasurer. The Treasurer shall haae charge of and be responsible for all funds
and securaties of the Assaciativn; recceive and give receipts far monaes paid tv the Assaciatian from
any svurce whatsaewer, deposit aIl such monies in the name of the Assaciatian in such banks, trust
companies vr ather depasitaries; and in general perfarm ail of the duties incident ta the office of
Treasiarer and such afiher duties as frvm time tv tirne may be assigned ta him ar her by the President
or the members.
Sectivn 6.7 Secretarv. The Secretacyr shall keep the rninutes of the rneetings of'the members
and Directars in Qne or rncare }ooks prvvided far that purpase, see that all nvtices are duly given in
accardance with the provisions of these Bylaws or as required by law; be custodian aF the Carporate
BYLAWS OF LONG VTEW ESTATES
HC]MEC)WNERS' ASSOCTATIC)N - 9
1 ~
recvrds and Qf the Seal vf ihe Association annd iceep a register of the pvsfi vffice addresses aF each
rnerraber rvhich shall be furnished ta the Secretary by such member; and in general gerform a6t duties
incident to the office of 5ecretary.
Secticrn 6.$ Cornz)ensation. The officers af the Association shall not he entitled tQ
- remu~eration, except and prvWided that such person did labor far and on beha'If af the Association
such seavice as would require the employment of individuais ai an haurly wage ta perform the same
service, lahor or incurred expense on behalf of the Association as authQrized by the mernbers or an
❑fficeroffhe Assaciation.
ARTICLE VII
RECEIPT C3F NON-CC?RPC]RA`i'E ASSETS
Section 7.1 Gifts. The memtaership or the Board of L)irecdors of the Association niay acCept
on behalf af the Association any contrihution, gift, laequest ar deuise far general purposes or for any
special purpose of the Association.
ARTICLE VITI
SflOKS ANQ RECQRdS . Section 8.1 Baoks and Records. The Association shall keep eorrect and complete boaks
and records of accvunfi and sha11 a1so keep Minutes vf the praceedings of its members' meetings and
Board of Directors anci committees having any of the authariCy of the Associatian, and shall keep at
its princigal office a record gi►ring the names a.nd addresses of the memhers entitled to uote. All
boaks and records of the Association may be inspected by any member ar mernber's agent vr attarney
for any proper purpose at any reasonable time.
BYLAWS (3F L(3NG VIE1]V ESTATES
HC]MEQWNERS'.455QCIATION - 10
i ARTZCLE TX
FISCAL YEA R
Section 9.1 Fiscal Year. The fiscal year of the A,ssociatian shall be June a to May 31.
_ ARTTCLE X
BUL]GET. AiSESSNIEl'dTS AND CHARC`'iES,
Sectinn 10.1 Pret)aration of BudQet. Not less than thirty (30) days befare the end of the
fiscal yeau-, the Board shall prepare a budget for the Assvciatian far the coming year. Tn preparing
its budget, the Bvard sha11 estirnate the camenon expenses of the A ssociatinn to be paid during dhe
year, make suitable provision for accunnulation of reserves, and shaLl tace anto account aely surpius
ar deficit caraied aver from ihe preceding year and any expecded incorne tv the Assmciation. If,
during the year the budget proves ta be inadequate t`or any reason, including ncanpayment ❑f arry
mennber's assessment, the Board may prepare a supplemental budget far the remainder of the year.
5ectian 10.2 Assessrrients. T'he assessments levied by the Assaciatian shall be used
exclusively to pramote the recreation, healttt, safety and welfare of the residents afthe properties
including the imprcavement and maintenance of the common and easement areas and 5urface voaater
drainage cvntrol systems. As rriore fully provided in the Ueclaratian, each anember is abligaied to gay ta the
Association assessments and charges whiGh are secured by a cantinuing lien upan the progeriy
against which the assesstnents and charges are made. Any assessments or charges whzch are nat paid
when due shall be delinquent. if the assessment is not paid within thiriy (30 days after the due date,
the assessment shall bear interest from the due date at the rate of twelve per cent { 12°/a} per annuan.
BYY.,AWS C]F LONG VIEW ESTATES
HC]MEC)WNERS' ASSC]CiATFOIV - I 1
. . , ~ _
The Assnciatian may bring an actian at lawr against the owner personally abligated tfl pay the sanie,
vF foreGlose the lien agagnst the property, including interest, costs and reasonable attorney fees of any
such actiern, which shall be added to the amount of such delinquent assessment andlor charge.
Section 10.3 Qwmers raf MUltiDle Lnts. Members owning more than ane (1)1ot are required
_ tv pay full amount of assessments leuied against each lot vwned by such rnemlaer, whetlner developed
or vacant. The word Fjlat" as used in this secfiion shall refer to actual platted parcels specified on a
recorded su6division plat.
Section 16.4 Pavtnent of Assessments. All assessments sha11 be paid fio the Treasurer of the
Assaciation within sixty (60) days of notice of assessment. Any assessment not paid within sixty
(6[}) days fram natir.e shall be delinquent and suhject to late charges, interest charges and eolPection
pracedures.
Section 1(}.5 Certificate of [7nnaid Assessments. Upon the request of a.ny owmer or
mvrtgagee of a particular 1ot, the Board wrill furnish a certifieate in recardable form stating the
amcrunt, if any, of unpaid assessments charged ta that lai. The cerfiificate shall be conclusiVely
deterrnined by the Board and the Associativn as to the arnount of such indebtedness as of the date
of tha certificate, arr►d may be relied upan by purchasers and rnortgagees of such Iat. The Snard may
establish a reasonable fee tQ he charged to reimburse it for the cost ofpreparxng the certificade.
Section 10.6 Transfer of Unit bv Sale ar ForeclQSUre. The sale ar transfer of any lot shali
nat affect the assessment or assessment lien. Hrawever, fihe sale ar transfer of any Zot gursuant to
martgage foreclvsure shall extinguish the lien of such assessments as tv payments which becorne due
prior tv such saI'e ar transfer (except for assessment recorded prior to the mortgage). Na sale ar
transfec shall relieve such lot ftom Iiabfllity for any assessments thereafter becoming due ar €'rom the
BYLAWS DF LQNC VIEVV ESTATES
HC3MEC]WNERS' ASSQCiATIC3N - 12
lien thereof Where the mortgagee of the first rnortgage of record abtains title to alot as a result of
ry, forectosure, such mortgagee sha11 nat be liable for the unpaid dues or charges of the AssQCiataon
cttargeable to such lot which accnzed prior to the acquisrtion of title or passession of such'by such
rnortgagee. Tn a uoluntary conveyance of a lot, the grantee of the lot shall be liable far all unpaid
assessmenfis due the Associatian. See also Section re: TransFer of Membership.
ARTICLE XI
ENFORCENIENT OF DECLARATIdN
Section 11.1 Enforcement of Bvlaws. This Assaciativn sha11 be primarily responsible far
the enforcement of the Bylaws; hawever, nothirig herein shall prohibit any iraterested tnember from
independenily taking action to enfarce the Bylaws. The definition, duties and rights specif ed in the
ByParh+s shall guide the management of the Associatian and shal1 guide in the interpretation of either
the Bylaws ar Articles. In the ca.se of conflict between the Acticles and these Bylaws, the Articles
shall cantral. In the casse of any cvn£lict hetween the IJeclaratian and these Bylaws, or the Articles,
the Declarativn shali cantral
ARTICLE XII
- SEAL
Section 12.1 Seal. The Baard of Directors shall acyuire a corpvcate seal which sha19 be
circular in fvrm and shatl have inscribed therevn the narne of the Association, the state of its
incvrporativn and the words "CorpQrate 5eal.,"
BYLAWS pF LflNG VTEW ESTATES
HOiVIEOWNERS' A~SOCIATICIN - 13
ATtTICLE XIII
WAIVER DF IVOTTCE
SeGtion 13.1 WaiVer of Notice. Whenever any natice is required tv be giVert under the
statates of the state of Washin,gton Qr under the provisions of xhe AxCicLes af Uncorparation ar these
_ Byiaws, a waiwer thereof in 4vniting signed by the persan ar persans entitled fio such notice, whether
before or after the time stated therein, shall be deemed the legal equiValent to the giving of such
notice.
ARTICLE XIV
TNDE NfNIF ICA"I` TON
Sectian 14.1 Limited Indemnificatian of Directors. Committee 1V[embers. Otficers and
Manaain~ Ap-ent. Each T]irector, Camanittee Member, C3ffice$, and the Managing Agent shall be
indemnifed by the Assflcaation against all expenses and iiabiiities, including attarney's fees,
reasonably incurred by or irnpased in cvnnection with any proceeding in which such persan may
become i~volved, hy reasan of hvldirag or having heId such pasitian, or any settlement thereof,
whether or not he or she hmlds such pasition at the titne such expenses ar liabilitics are incurred,
;_except to the extent such expenses and liabilities are covered hy any type of insurance and except
in such cases wherein such persan is adjudged guilty of wrllfii misfeasance in the performance af
his or her duties. In the event of a settlement, the indemnificativn sha11 apply only when the $oard
approves such settlement. The indecrknification shail apply only when the Board alsa approves such
settlement a.nd reirnbursement as being in the hest interests af the Assaciation.
BYL,AWS QF LnNG VIEW ESTATES
HOMEQ WNERS' ASSt]CIATTC}Ai - 14
ARTICLE XV
RUr..ES AND REGULATTONS
Section 15.1 Bindinp- Effect of Rules and Reg-ulations. Each mernber agrees that each lot
shali be bound by the Association's Rules and Regulations as navw exist or as prvperly adopted in the
- future.
Section 15.2 Adontion af Rules and Reeulatians. A11 members agree that the Board is
empawered, on behalFvf the members and the associativn, to adopt, amend and revoke, frorn time
to tune, detailed administratiue rules and regulatior►s necessary vr convenient to insure campliance
with ttae general guidelines of this Declaration and to promate the camfvrtabZe use and enjo}mzerat
of tihe pr0petty. The nales and regulations of the Associaticrn shalI be binding upon all awners and
accupants and all flther persons claiming any imteresi in any lot.
Section 15.3 Prcrceduce for Adovtivn.. Rules and regulations fnr the Assvciation may be
adapted or amended thraugh the fvllowing procedure:
Section 15 3.1 Baard Adatation. The aBaard by majvrity vote shall detenri,ine ffhat a
. . rule(s) vr regulatian(s) should be adopted fnr the general benefifi Qf the rnembership. ,
Sectian 15 3 2 WritCen Nvtice. Written notice of tihe praposed rules(s) pr
reguiatians(s) shall be given ta members and posted at the property.
Sectian 15.3.3 Hearin-/Notice. Hearing vn the proposed rule(s) or regulatian(s) shall
he set by $oard at a reasanably c6nvenient kime and place. Notice of the hearing shall be
sent
SYLA1NS QF L4NG VIEW ESTATIES
HC)ME[3WNERS' ASSaCIATION - 15
to mernbers and pasted at properky (maybe same natice as specifed abaVe) not less than ten
(10) days hefvre hearing and nat more than thiriy {30} days befQre the hearing.
Section 15.3.4 Testimonv. Hearing shall take testimony as tv the views of the
membership in regards ta the rule(s) and regulation(s) or amendment(s) therea£
SectiQn 15.3.5 Board's Qptions Follerwinp- Hearinpz. Fo2Yowing hearing ihe Board
may, (a) approve the proposed ruLe(s) and regulation(s), deny the sane, (c) amend and adapt,
arrd (d) set matter for additional hearing.
Section 15.3.6 NoticelRecordatian. Upon the adoption of rule(s) and reguiadion(s)
or adoptions thereof, written natice of the Board's action shall be sent ta mernbers.
ARTICLE XVI
AMENDMENTS TO BYLAWS
Seetion 16.1 Amendments to Bvlaws. The gylaws of this ncan-profit carparafiian, may 1he
altered, amended, ❑r new Byiaws adcrpted at any regular fneeting mr at any special meeting of the
mernbers thereof, by the airrnative vvte of a majvrity of the tatal membership vote present at such
meeting.
1N WITNESS WHER-EOF, the undersigned certifies the abaVe stated Bylaws were duly and
lawfully acGepted by the Mettabership and Board of Directors oFthe Assoeiatiort.
DATED: .2002
President
BYLAWS OF LC3NG ti'TEW ES7'ATES
HOMEC3WiVERS' A55QCIATTON - 16
+ ! I
SeCfefary
STATE OF WASHTNGT(JN )
)S5.
County of Spakane }
Cln this day of , 2002, befare rne, the undersigned, a
Nvtary Public in and far the 5tate of Washington, persanally appeared -
and , knvwn ar identified
tv me to lae the President and Secretary, respectively crf LQNG VTEW E5TATES HOMEC]WNi ECttS"
ASSUCIATION, the corporation that executed the instrurr►ent or the person wha executed the
instrumen# on behalf of said ctrrporation, and acknawledged ta rne that such cvrporation executed
the same.
TN WTTNESS WH'F-REC]F, T have hereunto set my hand and affxed my afficial seal
the day and year in this certifcate first abave written.
NC3TARY PLIBLIC in and for the State of
Washington, residing at Spakane
M}i COfI1rT7P5510[L eXpIYeS:
C WvDMu-n+a+POOC5utaRcoteru.oHGavLn_wpn
BYLAWS QF LONG VIEW ESTATES
HOMEOVVIVERS' ASSC]CTATTaN - 17
- ~ y Page 1 of l
w Mantz, Gloriz. -
From: Mantz, Gl4ria
Sent: Thursday, November 14, 2002 10.08
Tn: 'bgraham @clcassac nam'
Subjec#: RE: F1$$8 Long View Place
Bob,
Please contact 5usan Murphy of CLC Associates for a copy af this file.
Thanks
Gloria Mantz, P.E
Engineermg arsd Roads
Spokane County+
----=Qriginal Message--°--
Fram: Bah Graham [mailto:bgraham@cleassnc.com]
Sente lhursday, November 14, 2(}02 8:36 AM
Tfl: GMantz@spokanecounty.arg
Su6ject; P1888 Long Wiew Place
Good mvrriing, Ms. Mantz
Flease email me the spreadsheet file fQr the bond estimate for this project
prepared by Caieen Little on NDvember 1.
Thank you. •
Bob Graham
Civjl Prajects Manager
STI Northwest
509-534-9711
1111 4120a2
Ji
i j
r`
~ P 0 K A, ~T E C3 T.7 1-4 T Y-'
D[VISIO[V C1F ENGINEERING AND ROABS ADIVISIl7N OF THE Pit9LIC WiDRKS'DEFAkTkIENT
AllgL3St 5, 2002
TOdd Wh1pp1e, P.E.
0 QP
~LC ASSOGISteS, InC.
707 W. 7th Avenue, Suite 200
~ I~'~ (3 ~
Spo~e, WA 99204
Subj eGt: P1888 dlnng View Place PT.TI~ Qub~ i~~* &L
Dear Tadd, We reviewed yaur ruly 12, 2002 submittal of the desi,gra documents far this projeet. The following items
need ta be addressed ar resalved prior to aceeptance of the plans:
Ii
1. ~ , (7~ ~a C ,•a• n~1'f'~t.
'St1l, 4irlcor~ects
3.
G g. , t{} . 5 ~ tpTlll
C_ u r&oils Ot'L€3 I~ dCi't1 l .
Proposed utilities need to be shown on the glans.
~ Hearings need to be pravided for the cenferline af the roadways.
" _ p_- a nnEeTMEt 7Us. Np ~p tka1'1 • Lmo
ROOA ~.I ~
~.:j 'r S.
~Y. T£ie henchmark far this project needs ta reference an estabIished NAV]] 8$ benchmark.
~ Standard n4te #9 from Appendix F3 of the Guidelines fnr Starmwater Management needs to be
included sri the nofes far this groject.
~The note on the pond cross-sectian shawn in i]etail 1 ora Sheet 3 that states "sad mstalled
concurrent wzth accupancy of adjacent house" needs to be removed. Smce the pands are located
in atract, sod instaUabvn needs to raccur durixig Constructinn of the roadway and drainage
facilities.
]Please venfy that the hoxneowarers' associatian CC&Rs refers to the Operatian and Maintenance
Maziual for this project. ,C,~~~iii~y oh ~l,~ .
C~'
1026 W$roadway Aae. ■ SpOkane. We4 94250-0170 •(509) 477-350[} FA7C. (509) 477-7655 (2nd Fleox) 977-7478 (3rd Flvar) ■ TT]D- (509) 477-7133
e
, x
. °
' Thank you for your attention to these issues. If you have any questions about this review, please contact
Cindy Callan at 477-3600.
Sincerely,
John V. Hohman, P.E.
Development Services Engineer/Manager
Cindy D. Callan, P.E.
Plan Review Engineer
cc: Dennis Crapo, project applicant
Jim Fallc, Spokane County Planning
Proj ect file
4
~
.
PLAN REVIE'W CHECKLIST
rRO.rEcT uEviEw L_ oaTE: JuI ~
PRC}JECT NAME: LCI'1j VkgAM-P1dCe, PUD
PROJECT ENGIlHEER: 0-DlJlA CesmoY7d To4&_WhkPPte
PRO,TECT APPLICANT: Qe i!'1X11 S C r&W
COUNTY REVIE1VER: ss •iw%A~
4~~fWk
COC.FN'TY STANDdR17S (circle une): 1981 1195 1999 (2001)
ADMINISTRA TZVE REQUIREMENTS ~
v.L~1.~~JrrrqNo~,V/n❑ k A signed f~;e agreernent is in the fi3e.
raL1►~MnO 2. A campleted SubituttaZ Checklist has been included with the road and drainagc plan submittal
v~❑nalJx~nO 3
r~~~QO'Nia❑ 4. The plafi lies outside designated 10€]-year Flood Plam Area
YesfN613ruA❑ 5. The pro,ect is lacated outside af an idemtified Storm►yater Management Problern Area.
v.Arro❑,vrn❑ 6. Any design deviacinns are approued
rnZo❑Hea❑ 7. Locate fihhe Findings and {Drder for the praject and read che Condirians.
raExo❑run13 S. Capy rnad design elernent tab1c firam Pre-design Meehng Nates and attach.
r13,1113 9. A site visit was perfnrmed. I}ate
I PLAN REQT]TFLEMEN'TS ~
va'Jxo❑non❑ l. First plan she+Et has a proaect~ le, a vacintfy map, an inde~ Qf plan sheets an$ the engmeer's ~~ificatinn staterrsent.
v~fPqe❑h/A13 2. 7'he plans are signed by the developer
r1*9rroZ]Vn11 3. The plans are stamped, signed and dated tay a Washington F.E.
vAKo❑n,11 4. Road alignmerat mc3udes 100 ft stationing; stations increase west to east and south ta narth; statian equa'tions
s'hvwn,
vuurxQ~ .n❑ 5. Secdan, Tvs►nship and Range are groVi~ied.
Y~,❑'Nol]A~,n❑ 6.
Yes❑1Vv41lA0 7.
Yu13i4o0NIAlaCl Existing ut'ilities are shown on the plans. - ~
va11 o&C1A13 9. " Gl}) G ~ tp , ,~3I1, , a, ,
rCSL1~Jya❑nrr~❑ 1o. Inteasecting and adjacent raads are identified and shown, as are any adjacent subdivisiorss.
r.[Ki.DxInIJ 11 North arrow and scale min linGh = 50 £t, = 100 ft QK fpr large lais; = 20 fC £ac cIuttered glan} are shown.
Ye€~No~1Y7A❑ ''i.
r.&fNal❑,vn13 13. Title Block ta include: project name, sheet number, zoad name and road luruts (by stahon).
raKo❑ruall 14. Seciion and Iot lines are shown on the plans.
va9n11NJO 15. "~''~ltanarr%"P L3u t ~ t4ote " ~M p\pPWd 1?d B,
vdN*11NiaQ 16. Exasting and finlsh contours are shown on road plans.
FNG A I I FarmslChecklistsIPlan Rc.+iew Checkiist dac E'age 1 of S
]tevised• 05i31102
~ ~ -
vnMHLINtA❑ IV'EW STREETS
vZIKo114rn❑ 1 The pians shQw a typical road crass-sectian.
r.❑x.Onia'❑ a. Tf yes, crass-section shotie+s: Exosring Tt1W, proposed RIW, propcrsed widtki, future setaside, edge of new
paveritentg CU+VS' sidewalks, snd any other required imgrovements.
v.~vo❑m,n,❑ b IFyes, cross-sectacrn on the plans shaws ihe cross slape between 2% to 4.5°/0.
rZINXIMaD cIf es the crass-seope is carrect when cnecked on khe profile drawings. prcV t@• j,~,
Yta 1_~iVO ~NIA ~9 2. { ~~e L ~~Y FA 1i.7 loe QL4 f t•
Yu~ DIVIe~❑ 3 ~ !Tl }.f C~~l~ ~
~p ~ ~r+d~ I
vbL~.r~QNInD 4. Vertiral curve lengths are adequate (use spreadsheet)
vAiNXIKrAll 5. Harizorotal curve radius values are adequate
vb'55YO11-11 C. 7`he curb tyge as Type Bfvr p►ab1iC roads and Type R for pnvafe.
V.HoQNfn11 7. The curb grades are ~ 0 5°/a
Y.0vg❑N,n Nr a If no, there is an approved design deviation in ttze File
Yes~Nn❑NIA~ ~TURNS
r.No❑Ni11 1. SCR, MCR, and ECR stationslelevatians on curh retums are shovvn in the plan vnevv.
rCSMrNa0MnII 2. Curb reiurn radius values are adequate
va+a11,nC1 IlITTERaECTTf?NS
vJYNa❑h;/A13 1 Iiltel`5ec1'IOTI Sep3r3[1QI11$ 150' on local access sbreets and 3(]0' on arter+als.
rnEY,w►aQxtqQ'~ 2 T`he mtersecrions meet the landmg requirerr~en#s {2°0 1395 Stds; 2°~ downgradel4°Jo upgrade 199912~7QP 5tc3s}.
v~,~,,~rra❑xIn11 3 Wheelchair ramps are provided at tntersections with sidewalks
va11nra❑Nra❑ 4. Sighf distance is addressed far each mtersection; analysis (plan and prufi,e) is proVZded where approgriate.
v~,0;vo❑NIaW CUL-DE-SACS
va❑nXIxr.all 1. The center of cui-de-SaC Skahon is shpwn,
r~OH~Oxrn~ 2 The cul-de-sac eurb is showm m profile
rq ONb❑run❑ 3. 'T'he cul-de-sac radius is 45'150' diameter.
v.11;va3nun13 4 The cul-de-sac girades (top of curb) are 1°/a m,n,murra.
vesEaNXINinll TRAFFIC CC1NTRC1x.a SIGNAGE PLAN
vn❑HaRfNJa1_1 1. '
vE,11o❑MnIT 2, top signs are showm fQr a➢l sireets that infierseet an arterial; all other propased stop signs un public rvads must he
OIC'ii by Couniy Traffic Engineer, BQb Brueggeman
veSON13HIAM 3. Bai riers are shown ak the end ofdead end streets (when necessary)
resOn6Drr/nLff 4. Special sigxnng issues are adciressed. (Check wnth the Gounty Traffic Engineer).
Yr.411f11NiA9 CHtuNNI,L.S4ttlTIVA■ PLAll
ruOrra~NZI 1. A slriping anzilar chansielization glan has been subrnitted
vMNoll.n❑ 2. Chaniielizahvn Plan has been eevieweti and OK'dby Bob Brueggeman in Traffic Engineering.
ENG All FnrrnslChecklistslFlan NyViL+v Checklist [ioc Fage 2 of 8
Revised 05/31142 .
. ,
w,I~J~o❑rrra0 STREE'~' 1VII]ENIPVG
ra,,~'~va❑Y~a0 i. A scicet crass-sechan is shown for widening existing streets.
vp'LL~lN4❑.11 2. Crass-section shows: existing RIW, proposed RJW, future set-aside, and edge ofexisting and proposed pavercient.
vA,~ivo❑rrin13 3. The prapased nerv width matckes the tividth requieed in the Conditians.
,r~~~~❑~~n❑ 4 The curb e is'F" eB for ublie roads and Type R for private.
Yes11NaYNldD 5. '1V 4Al~ Rn-)
vr~liv~a❑ F. Curb grades are ? (1.5°u. P .
r~lld'~~ro'~nX1,,a❑ 7. Length of paYement taper aut of project = WS2 = 60 foa 40 artph; WS for > 45 mph.
r~O,~.~/noL*J~r~a❑ 8
v~Lbno~v~a❑ 9 1[}0" (taun.) pawement taper inta praject 'rs showri. (consider RfW--- I - -
v.Ona'~~~iAO 10 War3euing spreadskeec has becn provided; new cross-slopes and gutter grade are apgropriate.
WAJHXrrA~ DTTCHH 5
vpOnoOxrn❑ 1. Zlitches are rdentified :n plans, detai ls prQVided, and have a rnimmum grade of £3.5%.
v.IIrrIrrrnO 2. Profi les and cross -secti on s are shown on the plans fnr all propused cYtannels and ditches
rh11NaOxrll 3 DrtGhcs ruith ervdang velocityes haVe lirnng for erasivn protection.
,raL'l~J~ao❑+r,11 CIILV L!{"C5 AIVD P1PN, SYSTEMS
resL~~JNa❑LA❑ 1. A!1 culvcrts and pipes are showm in prQfile (types, scatians, offsets, lengths, and inverts).
vn MNaQwa❑ 2, A11 pipes are ? 12"; 10 " is aI1Qwed between catch basms or drywells, iF the length 5 44 LF aMd velactty ~ 4 fps
v.MNaDxrnD 3 The ijzinimurn culverE and pipe slapc shown 1s 0.5%.
veSUInun13 4. Thcre is s12" of cover far all eulverts 1 storm sewer papes. {2 5' (PVC}9 1.5' (CMP), 1'(RCP) {NDPFJADS}}
v~gNo0hIn❑ 5. `I'he culveris are sYationed From centerline statr[~ntng.
ruQxoONinW 6 Pipc aiichor5 are shpwn for pipe grades >20%.
ru[19xa❑Lr,❑ 7 Encr-y dissipahnn is pro►ided (i.e nprap around cul►+ert outlet).
v.19-411.,v,►❑ 8. All .iri- le points m the pape system hawe surtab]e access such as a catchbasm, eleanaut ❑r rnanh ale for cleaning.
Ves❑NoO~~~ILM 9. All Fiipes are located a minimum of 5feet fram a rear or stde property line.
v~,~v~❑run❑ INLETti
x o11noAO i ThL centerline raad statinns, nffsets, and mvert elevations for all inlets are shvwm m the plan views.
~~n 2. Inlet grate type ys shown.
2o0❑
v~~CJx.❑nis0 3 Catth basi n, in let, er specaal manholc details are shown or a standard drarvsng is referenced.
v.ll9v.1:1,,n13 20$ SN1'A I.E & I]RYWELL SYSTEMS
vca2(No❑nrin❑ 1. 7`he swale 1s Iocated vuisrde a future set aside area.
v.,giN- o ❑Yia❑' 2. 5wile flQor elevatian is shown on the drawmg.
raVNaE1~NraC1 3. T}niaensions are sho►vn for bv€tom of swale,
vCJVNaOyIAi0 4. Swdle floor ss G" below drywell grate elevation {8" if sail mixture is specifsed or CEC testing requirerr►eni is nated}.
VAItiADNfA❑ 5 Saditurflhydroseed and sprxnicler systern is specified t'or puhlic3y maintained ponds.
v.O,o❑NfAd 7, aryland grasses specified for ponds maintained by homeowner's associations.
reRf;ZItInG] 5W~sir sidc slopes do not exceed a 3:1 sldc slape. (Z 1 side slopc is allvwed if swale depth is cl2")
rC39f,"D„t,13 9. SwaIc floor > 6" helaw norrnal gutter flowline at Eurb irilct wittsout drywell, > 10" with drywell.
ENG All FormslChecklistslFlan f;~view ChecklisY doe Page 3 of 8
Revised 05131l02
. , ;
YAno❑Nia0 ]q. Swale must ha►+e 3" ftecboard xbove 4he max. water surfacc elevaIIion For thc dcsign stann.
rpg NZIrvInQ 11. A ctoss-section of the pond is shown
AINXIN111 12. A grading plan has been prmvided for the pond; at a rruuaimuni, finish contours haWe been provided.
rpEI,r6❑NrA913. A d R Visitrle thraugh fence is pravsded i f the swase i s > l' deep, sidesivpes exceed 5 •1 and cannat drain i n 72 hrs.
r~~~re❑nJ:1 14, C7verflow Frorn a swalc at a lvw point is directed away from structures.
ar"Brro❑L.►❑ 15 Dryrvell type rs specified.
r.13noQnr/nll l& DryWell grate type is specifed.
JEnoEIYi,rCI 17 Drywell shvuld be 4ffset from 4he curb mlet
vaNoQH/AEJ 18 Mult 11) 1 c drywells are locaccd more than 30' apart, center to center.
reAMNo❑YiAll 19. Drywcil is iocated wrthin 8' v£the curb line, ar a marntenance access raute and easement are provLded
ra❑'No❑niaV2f3 A 12' mamtenance access drive to the bottorrh o£pond is provided, if necessary+
vU11N90wmM a If yes, an all-weather surfacc (6 in gravel), min 12 ft. wide, min 20 ft. easement or tract, with < 20°/9 slnpe.
v.H.OHrnll 21. f3ottom of drywell has a 4 ft mymrnum clearance from any limrtmg layer (ic, bedrock, clay, or high groundwater)
ra❑x.❑NJ,E I]ETEN'CIfJNPDND .
vesEl'No❑Ln El l. 7'he pond bottam bottom elevation is shawn on the drawmg
Y"❑wo13KIAE] 2 DamLnsians aze shown for the pond bQttarri.
Ya0nrq0N~AE] 3 5odl4«rflhydroseed and sprinkler systern is speciged for publicly mamtaaned ponds.
resONoE1vrn 0 4. I}ryband grasses speci#ied for pands maintained by homeowner's assoeiatAans.
rcs1:1Ke❑Nra0 5. Pond srde slopes da nat exceed a 3:1.
w,_~Onp❑h,❑ b. A Cr[rss-SeCtipn of the pond is shown.
vei❑vo❑nIA❑ 7. A grading ,plan has been provided for tlie pand, ak a rrvnimurn, fuush cnnkours have 6een provided
v.❑Na❑NI.►I:l 8 A l?' iiiasntenance access ttriue to the bvttom af pond is provided, if necessary
v.❑rro❑,rn 11 a i f' ycs, an atl-►veathec surface (6 in gravel), min 12 ft, wide, min 20 ft. easement or tract, with C20°/o slvpe
veZIHo❑Ii,■3 9. A 6 ft visibPe thrvugh fencc is pravided i f the swaie is > I' deep and sideslopes exceed 5' 1 and cannvt drain in 72 hours.
vu13rre0,.ia13 10. Bern3 lieight is geeater than 4 ft m heighc
veSELd0,ti1..11 If yrs, design includes a keyway, clay or geotextile liner and is in accardance vvitli Fig 47 of 5VV Guidelines.
vC311N.EIM.,11 1 l. $enia k3eight is greater ihan 12 ft in height.
1s❑rro❑1ro.❑ a I1'yzs, geotechmcal report and subsurface investigation has been prepared and subrrutted fnr review.
EVA.F°GIZATIVE PONI)
,a0N.O,,,.0 1. A cruss-seokion fff the evapvrative pond is shnwn.
r.1'3na0xr.+0 2. Agiodaizg plan lias been prnvided fvr the pvnd, at a irunimurri, fimsh contours have beern pravtded.
r.Ono:1,,.+] 3. Sod<<tirflhydrvseed and spnnk]er s}+scern is specified for publicl}+maintamed pands
Y. IIvoE,Y.a11 4 Impcrmeab8e liner of GomPacted clay, bfntUnite 5c7i1 mix, or plastic, with seepage rate :51 x10"' cmis.
Y. 11V. llr..❑ 5 33ryl:riid grasses speCiEied fcsr pond5 maintained by homeowmer's assoctations.
Y. 11 xo1:1 Ninll fi Bemi height is less than 4 ft m height
va❑Va0,Y1:1 Tf no, design mcludes a keyway, clsy vr geQtextiie liner and is in acccerdance with Fig 47 0£ SW Guidelities.
v~Ovo❑.mll 7 Berni ]leight is less than 12 Ft 'rn height
rM❑1e❑,t,❑ a, Ifnrs, geacechnical report and subsurCace inveshgation has been prepared and subrrutted for review.
x.❑Nd❑».+0 8. A 12' iilaijitenance access drive ta the beatkom of ponds rs proVided, if necessary.
res 1:1 ;Ya0».+11 a. 1F ves, an all-weather surface (6 in gravel), min 12 ft wide, rrun 20 fc. easement or tract, wi#h < 20°/a slope,
r~❑~6~ ~ 9. A 6 fi'i visible thraugh fence is proVaded if the swale is > 1' deep and sideslrspes cxceed 5:
ENG Rll Formti!Chesklistslf'lan Rcvicw Checklist doc Fage 4 0f S
Reuised 05f31102
. ~ -
~
Ya11o11Hr..Rf EA5EN1ENT$
rrS❑,ioEINr t11 1. A11 drainage ditches haue adequatc drainage easements for maintenarscc
r~~zveQ~'rr~..Q 2. A11 storm sewer pipes have adequate easemencs for maintenance.
raQvQllnrra1:1 3. Thcre are existmg or propased easements for natural channels
rXIno13Hr.+,0 4. Easements for natural channels are adequate to pass the 50-year scorm glus a 30%.
J❑,YO0wn11 5. 11 public dratnage eascment is provided whcre puhlic street drainage is diuerted vnto pnvate prvperty.
rcLInoUst.+D 6. C)vcrflvu+ easemertts are prvvided frnm swaleslpands locatcd m luw potnts, where necessary and possible.
rI❑L❑.,.,0 7 Sig1~t distanee easements are identified
v~~~~:1w%0 8 Easriiictits for 208 swales are shawn an the dramage plans,
v~lJsa❑~rn❑ ERC}$I41N sYz SEI7IMENTATION C[3NTROL'REQCIYR.EMEiVTS
v~~ll,>ti1:1 1. The hasic elements are an the p1an {silt fence, rock canstruction entry, checkdams, etc }
r~~r~o~❑v~.,~ 2. Standard Notes have been mcluded
j REPo~T REQr~~~~~ENTs ~
1. The calculations are s#amped, signed and dated try aWashington P.E.
2 A SCS &oils map is included.
1a.o11tir,a0 3 Thc pzrpctual maintenance vf drainage systems is provided for
~~~,J] VnW 4. Thc 1n c-develaped CN value matches the recent land use (pasturelrange = grazed by Ii vestdck; agricuiture = Farmed).
v~ll~E~❑~~.~~~ ROAE75
vACONIAD 1. Guttcr flow depth and nQa-fluvded road w i dth evaluated €vr curnpli anee (see GSM Ftgure 37).
r~~o[INIn❑ 2 A sj Ec r3istance analysis has been provided for each mtersec tivn.
vJ:1,QE1,ti1.52( a A soght distance easement has treen provided for encroachment a2 ft.
Y. 16.vo~❑~~..~ 3. Soil borings have taeen iaken and svil has been classiied as per LFSC system.
a Cc'iulty rratrix in Road 5tandards was utilized for pavement section design.
vU11QONing b. Pavenaent design methad and pr4posed sectian(s) are adequate
v~L'~;v6❑n~~►0 BASIN MAP5
resEIrro❑
,~.~ni:~Y 1. A prc-devel6ped basir~ maya is prvvided.
v~'L~JHoOniA13 2. A pa,t-developed bastn map is praVided.
vaKEINI.+D 3. North arrow and scale ace shawn
vaVMEIv.,_~] 4 5ub-basins are labeled and cvrrelate with calculaeions
raWrrQQxta~ 5. Coa~tOurslspot elevahons are shorm.
YaLJNaON1A❑ 6 TC fOl1tL'$ r1Pe $hC3W17
v~13No'❑nin~ 7 Existing dramage er~urses are shown
vpQ~oO~~vra~ $ Pra€msed drainage caurses are showm.
rJivXInraCl 9. Thc cir,nnage design mainkams existing sheet flow pattems wathout cancentratmg flaws.
F-1+1( Ali Fni malCheckhatslPYan ReVILw Chetkhs[ doi Page 5 of $
Revised 05131102
, - - ,
rtS L10Ho1:1tiia1:1 BASINS
r.&CaE10n11 l. H}rclralog7c calculativns are peovitied fnr each basm. (Rational FQrntula'fy 10 acres, 5CS TR=55 i£area s 10 acres)
vu~ oQ~ria ~ 7. On-site = 10 year desigrr starm and s~Pf-sice = 5[3 year design storm.
v~IJnro❑wa0 3 FtunoFFrate zs cesmpared betrueen entire basin and road arca, larger rate controls.
v.❑ho❑tvInN( I3ITGHES
Y. r-Ino[li»L1 1. Ditch calculataons ha.+e been provided (50 yeaa starm, plus 30°Jo fteeboard)-
v.L14Ke01,nE] CI]C,VI?It`i'S AND YTPE SVSTEMS
vC512f,460,5,nE] l. Backwater analysis far anypipe andlar drtch is mcluded.
v.9.13MAN 2. Headwater calculativns for culverts are prvvided.
r.8K6❑rviaY 3. Th C hcadwater for euluert cntranccs L s undcr 20 for < 1$" sn ~ and 1.5 0 far cul►+ert s greater than 1$'" ira
reS'LJYo4.1N1A13 4. 'ihe minimuma velocity Mvythin each pipe af the pipe systcrn is 4 Fps
veSL=Jrr913MAE] 5. There is a rraimmum •Freeboard of 0.75 feet in each eatchbasm and manhflie.
Y.eNoElwnll fi. Riprap design calculations are prv►+ided.
ralJno~H~n❑ INLETS
rr~~n~~iin0 l. Curb mlet capacsty caPculatrons are ancluded
raMN'eE3wa❑ 2. Penmetcr calculahon dvcs nat mclude thc si dc af thc gratc against She curb face.
vc,VNo❑rrrA 0 3. PCrimeter uf grate xs = 2 for ca'lcuZativns wherc there is na curh opening
Y. Lfv6UmnCl 20$'SN1'ALE & dRYWELL SVSTEl1^1S
v.ONo❑NIaO 1 Soi ls t}+pe 1 s "pre-appruved" for drywe lls with aut percolati on tescs (see page 4-15, GSM)
reSONdUsIM a. If no, a geotechnical report is 1ncI u ded and recomrriendataons are accounted fvr.
resgHQIDN,.11 2, 5w aic area is ? requtred area from `208' calculativns far impervivus areas.
vt.l3~V¢1: VinEl 3, 20 8 sw ale filoar area, volume requiremcnts si zed prapcrlyto trcat impel-vious surface areas.
rp0NXIy/n9 DETENTIC]N PC7ND
vpEliaU,viA 0 1, Cniitains 54-ya dewe9oged.
v.❑1;6CJ~fAC3 2. Releases at 50-yr pre-develraped
vn❑V.On,a❑ 3. Cuntr41 StruuCture is designed tp release rates specified in the Conditions.
Ves0No0viA❑ 4. Dnwnstream channel or pipe system can handle prapnsed Claws
r.'Or.o❑viA ❑ 5 Emei};cncy vverflow ►veir far 100-year pos&-develvpet4' tlow rate.
vddrra17 vIA13 G Sung,p prior ta vutiet to control structure.
vJ3ne ~x,,Q' 7. 1' nizri, freeboard ai SO-year design storm is provided.
v~,~,~y~•E,.C~ 8. SCS tnethad used in routang analysis for detentinn pond sizing.
vaE1xoE ,.r,s 1:1 a] f yes, basins with CN values that differ hy 20 pomts ar rnore have heen evaluated separately, and then added.
9 Qpost cQpre
ra❑N6❑NIACI 10 '+Jpost -_~Vpre, if in Crxnditions or deemed necessary due decision 4f Caunty Engineer.
ENG Alf F~ormslChecklistslPlan Review CheckIsst doc Page 6 af 8
Re1 IsA 05131103
. , - -
v.11.❑NrnV EVAPL)RATIVE I'C}ND
1a0ho11x1111 1. "Cvnditivn A" - no surface discharge- hoId all pnsi-developed volume; begm 2 yrcycle with 100yr storrn mpond
v,313N6EINiAO 2. "Condition B" - existing surface discharge: post minus pre-development aaiume, wiih 1.2 safety factur, 2 yr cyoPe.
v.❑Ho❑Y1n❑ a If yes, in addition, a separace detention starage system is provided to attenuafe peak flows durung design events.
vu❑Ko13Nrn1] 3 L]etention system as designed in accflrdance ivith SW Gu:delmes (see ehecklist above).
va11 N. ❑Yrn❑ 4. Waterbudget cyc]e iteratians have been provided. starhng at several dif~'erent rtaonths (typically pct ftough Feb).
~~❑~v~ ~r~a❑ a. If yes, the month tYiaf nets t9te greatest overall {rotal at end of cycZe} stvrage volume is used fvr t`mal design.
r~❑no❑,v/n❑ 5 Average annual precipitatiQn rate has been adjusCed for lacatian (Fig 29).
Y.Qx.❑YinEI fi. Runaff'volumes are deternuned by the SCS hydragraph method
res E] rro 1:11Va1:1 a. Tf yes, runaff Vvlumes haue calculated separately far permeable and lmpervious area, and ihen added together
Y~01e0~1A❑ h. Tf yes, antecedent moisture canditions h,aue been taken intQ aecount for froaen and saturated ground conchhans.
vn13na13,rnE1 7 Tnvestagatian and discussion has been included that ac4dresses the patential for mnunding, downstream impaets, etc.
ws[rvoEINtnER( 20$ LCDT PLANS CHECk7.IST
reSOrrdO,vIAE] 1. Lot plans are on 8'/z" x 11" paper sizc •
vcs0naE1Nin ❑ 2. The fvt number, lalvck number, subdivision name, date drawn, scale, north arrow and streei name.
Yello[]K/a❑ 3. Easernent dimensions are in relation to praperty lines or corners.
reSEINXINrall 4 L,ocation ofcurb and srdewaik (ar edge caf asphalt) are shown.
ves❑No11,r/AC] 5. Setback requirements indicated
reJJ3tiQ11xiA1J 6 5wa1e flaor elevatirsn shawn.
Yc913NoE1NfAQ 7. Swale floor dimensions are in relarion to progerty lines nr corners.
vCSOvOEIMn❑ 8. Riii7 elevation drywell type, t'rame and grate type, centerlme off'set anci station are shawn.
va13VeEIMnD 9. Any tiramage ditches, or other relared easernents are shown
res EIso❑Y~AE] 10. ❑epYli from the norrnal flowline to bottam of swaPe os andicatcd
r~~IVXIvInC] 11. Existmg easements, buildings, fi1t41I'C Set 351dCS' and required buzldmg setback lmes are shown,
ra[INXw111 12. A cross section of tlne ciramage faciliries (ie, swale, dryvvell, catGh basin, ditch) is on a second sheet,
r~~N,nx/aE1 13 The cross section shaws ihe concrete apron, R0 W lme, and specifies svd vr seed mix
v.EsXInIaII 14 AP.E stamped all pages of the ]oC plans
~ uNIQUE DESrGrr ELEMENms ~
Ya011o11Y~ALV inv~~RC. rtvUvn cuAvEL GAL[.EuIEs
Y~ONDNInF-1 1. `fhe site is suitable for undergr6und gravel galleries based on the site screening criteria in the standards
vpDti~DVinrJ 2. .3 vaid ratio for gravel free sgace valume is used or test Znformahan is provided to justafy ratio used.
vnDvO;v/n~1 3. Perc rate frnm field fesr is used to deNelop vutflow rate.
r.E1.0„,A'] 4. 10-yr event volume is eonfiained emtirely underground.
,,pE]w9[]NiA 'Q 5. 100-yr event voluJme contained by a combmahcrn af undergraund storage and aboVe grvund storage up to 8" depth.
v.EIYa❑LnC] G Sosl m9xture is specified far water depth in pnnd exceeding 8"
r.13K.❑wInCI 7, Entirc ga1lery is wrapped in filter fabric.
Yes EINEM..E] 8. Adcqbiate freeboard is provided in any abovegxaund storage pond
ENCi R11 Foi mmsl[ hecklistslPlan fteuiew CheckLsi dac Page 7 of $
Revrsed. 0513 t 1[3'_
I C(lNDITTONS OF APPTt(IVAL ~
1
~ N(]TES k
j
-iD~ 1r1fllh~, Lm-multed [.wcurt'e'1t w1i~v7 ~ 0A~~ ~'1~C~"
~ F
~In~t ~4~~'r~.~- ~ ~re S ~ ,
C~Ye~qAis retA lo mem~a~
' D r % 'v i
aZ6~~~ .
ENG All Fprnis/ChecklsstslPlan Review CheckLst dac
Fievised ~651311QZ Page S of B
• . IL !
Pre-Design Meetixg Nvtes Page 2 af 4
Sgokane Gounty Pubhc Works
2b. I]aes the Eangineer have a copy of the Examiner'slStaff Cvnditions vf Approval7
Road Plans
1. Raad Classificatzons and ]]esign Criteria.
~ #1 #2 #3 #4
Street Nanae
;
Glassification
Roadway Widtt, W
~ lltirnimum right-vf-way width
I Min. Horiz. Curve wlo super 11)04
GeneraI Land Stape/Terrain 370:Fwt ~S410 r [g*
I]esign Speed, mph ~ Zomph-
Curb required7 Gno) Type? yCOO. tio
Sidewalk required? (igna) \I.W r10
Discussion:
2. According to the T)eaigm Engineer, ravhat is the maxinum number af units that wall have
access frorn a single roadway? 10 . What is the rnax. allowed per 5ec.i.03? 20}
3 Nfinimum intersection sgacing is 304' far along a Principal or Minor ArEerial and 150' fvr a
Collector ar I.vcal. Access street. What spacing is grovided fvr thas project? lp',HAL ,Isyb~ I&F%~
r ~ ~or~
,
4 Are any o~ site slape ~sements raeedeci'~ If so, descmbe. Yeh~4
5 What type of tam-arounds are needeq? (i.e cul-de4sac, hammerhead, etc.)
Street Nazne Tum-around Type Lacation ~
~r► ~ ~rnnr~~d ~t ' •
~
Q~ (d PrAw i I~ 10 a. x
aoer~ (5e -~t0 ~ ~ y
~~owa te_fr"Gt_i.n
• ,
Qfe~ I`~ 0+ S j Cuk dle Sac
OKANE CaTJNTY ENGiNEERII,
Develnpment Services
BUWSTR11dG METHOa (TEN 1'EAR STORM DE51GN) PROJECT. PRQJECl` NAME
C]ETENTiON BASIN DE51GN PROJEGT NO: PR(7JEC7 NUM6ER
BASIN: A
NUMBER C]F C]RYWELLS PRQPOSED REVIEWER: Cindy Callan
fl 5ingle (ty,pe A) 2 Double (type B) ❑ATE: August 1, 2002
Tota! Area (calc.) (see H 1) 3.45
Time vf Conc. {r,alc } {see H1 } 6.50
Gornposite "G" (calc, ) (see H 1) 0.39
Time of Conc. (min) 6.60
Area (Acres) 3 45
G' Eactar 039
Impervious F1rea (sq. ft.) 323$1
Uafume F'ravided 24$: 0 s#arm: 0
autFiow (cfs) 2
Area ' C" FactDr 1.35
#1 #2 #3 #4 #5 #6 #7
Time Tiene Intensity Q dea. V in V out Storage
Inc, Inc.
(min ) (sec.) (in Ihr ) (cfs) {cu. it.) (cu, ft ) (cu, tt )
t#1 -so) (A*c*#3) 4outf.•#2) (#5-#6)
6E0 396.15 2.88 3.90 2068 ► 92.3a 1276
5 300 3.18 4.30 1730 600 113{]
10 600 2.24 3.03 2227 1204 1027
15 90(] 1.77 2.40 2478 1800 578
20 1200 1.45 1.96 2619 2400 219
25 1500 1.21 1.64 2877 3000 -323
30 1800 1.04 1.41 2723 3600 -877
35 2100 0.31 l 23 2752 4200 -1448
40 2400 082 1.11 2813 4800 -1987
45 2700 0.74 1.00 2839 5400 -2561
50 3000 0.88 0.92 2885 6000 -3115
55 3300 0.64 087 2975 6600 -3625
60 3600 061 0.83 3083 720[} -4197
65 3900 0.50 0.81 3276 7800 -4524
70 4200 0 58 0.78 3442 8400 -4998
75 4500 056 0.76 3512 9000 -5488
80 4800 0.53 0.72 3539 9600 -6061
85 5100 0.52 0.70 3884 10200 -6516
94 5400 0.50 0.58 3745 10800 -7055
95 5700 0.49 0.56 3869 11400 -7531
100 600(] 0.48 0.55 3985 12000 -8015
pRA1NAGE PON❑ CALCULATIONS
Grassy swale'208' pond starage vfllume
= Impervious Area x.5 in.f 12 in.lft. = required
provided: ~ • • D
DRYWELL REqLJiREMERITS - 10 YEAR DE51GN ST0RM
Maximum storage by BQwstring = required: 1278 cu. ft.
pror►ided: 2452 cu. ft. OK!
Number and type af drywells required = 8 51NGLE
2 DOUBLE
- ~ ; UKANE COUNTY ENGINEERP-
Develvpment Services
PRQJECT: PROJECT NAME DESSGNER: Cindy Callan
PROJECT NO: PROJECT NUMBER DATE: August 1, 2002
BA51N. ►4
TIME aF CaNCENTRATION (min) 5urface Areas "c"
Tc (oVerland) Tc {gutter} aescriptian (acres)
Ct = 0.15 L2 = 52000 pavemeny6riueways ~ 0.7434 090
Z1 T 5000 housesJsidewa[ks 0.5166 0.90
L1(A} = 40.00 Z2 = 3.50 lawnllandscape 21936 010
N(A) = 0.40 6= 000 earkhen ditches 0.0000 0.00
S(A) = 0.[]1 n= 0.(]2 parkslplaygrpunds 0.000(] 000
s = 002 forestlwoodland 0.0000 000
Tc (A) = 3.$$ d(ft) = 021 meadowlpasture 0.00[]0 0.00
d(in) = 2.51 Total A Crmp "C" .
3.4535 0.39
L1{B} = 0.00 Tc {gu} = 2 72
N(B) = 0.00 Tc(A+B) = 3,88 Q=G*I*A= 3.90
S(B) = 0.00 Q(est.) = 3.72
Tc(tat.) ~ 6.60 ,
Tc (B) = 0.0 Intensity W 2.88 A= 1.168467
- WP = 11.2129
R = 0.1042
V = 3.98
Tc (totaf) = Tc (overland) + Tc (gutter) Tc(gu) = 2.72
Tc (overland) = Gt*(L1*NIS"O .5)"o .6} Q(est) = 3.72
Ct~fl.15
L1 = Length of Qverland Flow Hopding = 98,53
N= frictian factor af flverland ffow { 4 for average grass cover}
5= average slope of overland flow
Tc (gut#er) = Length (ft,)Nelocity (ft.Isec.)160
B= Bottorrr width af gutter or ditch
Z1 = mverse of cross slope one Qf ditch r• ~
Z2 = inaerse of crass slape tv~ro of ditch d= depth of flow in gutier (estimate, check estimate with Flow) ~~~~&0-
Area = d'B+d^212'`{Z1+Z2}
wekted perimeter = B"d+(1lsin(atn(11Z1 )}+11sin(atn(11Z2)}} dr 14 euxd
Hydraulic Radius = R= ArealWeited Perimeter Velocity = 1 4861n°R " 667*s" 5
Flow = Velocity'Area
n = 0.016 for asphalt
s= longitudinal slope of gutter
PRE-SUBMYTTAL C~~CKLISZ`
rRO,rEcT ?l'8'a$ rROaECTNAME: ~OM V ►~_w 'Pl CLcce REVIEw 4: Da►TE:
C[IUNTY REVTEWER: C l4'1~ ~~tox~, PRU.IECT ENGINEER: 3)04 DP&MflV1CL_ R'EVIEW STI}S: Q~
Review the F're-I3esigrr Meelarag Nntes and cheek for urcique design crtteria; copy rxotes if applacnble,
~ ROAD Al~'TI DFZAIIVAGE PLAN -BASTC ELEMENTS
rpL,l~ ~a❑HiA❑ 1. The first sheet of the plans has the project title, .ncinit}~ rrap, 5'1'R, standard nates, index, and cerhficanon statement.
r~,f,,d..~~o❑run11 2. North arraw, scale, benchmark, and starion equattQns are shown.
r.13noEfx,n❑ 3 a1n~on0 s~dt~tidat4~s,~a
v~L,~1L.~IKqQKiA❑ 4 L~xrb relum elevations (SCFt, MCR, ECF~) are shawn.
ve, L~►JrvQ dNIn ~ 5. Gurb grades are ? 0.5 °4.
v.lJwo❑1n❑ 6 Gul-de-sac curb is shawn in profile.
v~grio[INIn❑ 7. A typical cross section is identificd fpr each individual road' p11b]iG CSP pF1V3CE.
v.11Q11N,AR" 8, ,All ditches are shown in prafile and cross-sectron, and have a nummun grade of 0.5°/0.
ra~,.~rr.~ww0 9 Pipes ar~d culverts are shown in prafile (rypes, statians, c~t~'sets, lengtt~s and inverts)
r~ _L~Jno❑,ita❑ 143. Locatians of eurb inlets, grates, drywells (hard structures) are referenced by sfiafiians and of#'sets.
reigZIxInD 11. Swale floar is dimensioned, with floor eleVation, sideslopes and depth indicsted in the plan View and Gr4ss seGtion.
v.Ef~rv'a❑xra❑ 12. L7ryland grass seed mix is praposed where applicable, ar hycirvseed, sod or tiu~f is speci~ed.
r~,lYJr~o13.0 13. Maintenance access is provided fo a11 prnds, swa1es and structures.
v"MpllNinD 14. Randam chec'k uidicates that pipe profile inforrnahon carrelates with generaT notes and plan aiew uifonrnation,
rAN6❑Mn❑ 15 Erosion antl Sedimentation Control plans are prnvided as part of The subrnattal package.
l7RdINA~GE ~P4R`" - QASI+C TtEQllIRE~NTS ~deu ~0+ -
rCL~Jwa❑hIn❑ 1 Separate pre-deVelaped and post-develoged basm maps, with coniours, are proVided, ( vNe.C&sS4r21-
v.1v.13xin❑ 2. Existing naCural drainage cuurses, floodplams and vvetlands are shown orn the basin maps (and plans, where necessary)
ralJx-Oxeall 3. Existing sheet flow patterns are maintamed; nQ drainage is cancenbrated into a point discharge
v"IJ'N9Drv,a❑ A. Hydrologic calculations u#ilize the appropriate metttad: Rati4nal Methnd for 5 10 acres and SCS Method for ? 10 acres.
v.DnXIx/aEf 5 Post-deueloped basins with CN values that differ by 20 pt have separate hydrographs for perineable &iniperviaus areas.
v.'QN.13HIn13 6. Wydrologic calcs- anslte 10 yr, ❑ffsite 50 yr runoff eVent for swales; 50-yr dev volume for deten pands, or aneet
condshans
r&va❑NIA❑ 7. 248 calcuiations mclude driveways, and sidewalks if directly adjaeent to rvads.
rd13Na11mA12( Evaporatiue pond design ucilizes a water balance cycle, 1 00-year stvrm in pvnd (Cvnd9tton A).
rT'1]rvo❑nuAE2r 9. Freebaard in deteniian, retentivn and evaporative pands is a minimum of l ft.
reS11013N1AL'J 10. 13erm design is pxo►+ided fur deiention ponds in fill areas, parti cularly if adj aGent to developed praperty
r-H-13xrn❑ 11. Calculations far clear passing width are included 12 ft far racal access, 16 ft for callectQr artenals and 74 ft for minor
artenals,
r.L'J~va❑.1iAO 12 Runoff rates, for each separate hasin, are c4mpared; lQOking at eniire basin rrersus raad area only
r.O,~wb~xrn~ 13. Ditch calculatians aze pravided and are designed for ~e SU year storm plus 30°Ja freehoard
r.~Jw.QN/a❑ 14 Pige network analysis indicates pipe velorities of 4 ftls (mui) and a freebaard of 0 75 ft (rsun) in catchbasms and
rn
anhnles
rnLYJx-11,a0 15. Curb and grate mlet capaciCies are calculated and included.
rplYNXIrria❑ 16. 5ight distance anaryses are included.
9Jpdated Og-l E-02 Page 1 of 1
~
Fre-Design Meeting Checklist
Spakane Caunty Engineers Office
F'rojeGt Na~~ ~lacG Pttp Froject Number
ProjacC SpvnSar' __D" 1~~~ "&Ssa ft,*N
5ponsor's Engineer
Design
Fit7m' CL'C A56OU&t&6 Engineer: AII1 [l Rand" -
Meeting Date: 1.1 "23'01 Meeting Time- low
County StaffPresent at Meeting• ~1Ml Li4e
Ot}1eZ" Meeting AtterideeS: WATURE SAVEFiTM FAX MEMO 016116 1oate esR
1
To ~di '``1r~ ~ rdi Frvm
~A~Y L►
- ~
na~nefsepreseniusg COJoept I 5ME.
Phone # ' I Phone # j
F~x / I F3~c f _
namelrepresentmg '
The Fallowing Ytems Need to be Discussed wl the Design Enginecr
General rtems
I Spakane County Standards to be used (circle mne) 1980 1995 1999
2t~0 ~
' 2a Lrst certain special requirements listed in the Conditions af Appraval, EIS, or MDNS. T'his is
not an all-inclusiwe list. 'Fhe Engineer and Sponsar are resparosible for adhering tQ all Canditicans and •
dessgn crikeria
~1 rld~~"1~.5 ~ *21r 15' ri~G~h b~ b~A~►A ~ hr~h ~`f~C
descnpttnn referencc
Et A5 Derdnpm vol u.MfP5 are 6V o S14-C • cor"► ~
4wledw description Inf Il'"Q!"i pCWoC'2 G~ oaywfh r ce
~ •G • ~ .
Lo R42O.~S LoG .a+. ?kXdWnU.J &da`o
descrii referenc
adescription ~ reference
'
In vCaPh` -to Sah -1I'rtis Colnda-hon aOr wi~l bL~ GtGt~~ie io wtl ki:te
"Vbe, beSrhCl~ /rtp WeA [M LS"[hi*ed on P19W' "hOvi "Pu~'Q)
150 1aN a~ ~ i I -heati ~ i 5 dane~ 4a P('avG CaOr.u~ ("'Ce- ~01 Pl%ouifs.
Pre-Design Meetmg Notes Page 2 of 4
Spokane County Pubhc Works
2'b Does the Engineer haVe a capy Qf the Examiner'slStaff Conditions of ApproVal7
Road Plans
1 Road Cdassif catians and Design Criteria.
#1 #2 #3 #4
Street Name 4011 Lq,~e
Classiftcation VjVAMP' N
Raadway Width, W
,
Minimum right-vf-way width
Mrn, HQriz. Curve wla super ~IW+
General Land S1opelTerralin
Design Speed, mph
Curb required? &o) 7'Ype? 7 r.A7no
Sidewalk required? ( eno)
\440 r\0
Dtscussion-
2 According to the T)esign EEngineer, what is the maximurn number of units that will have
access frvm a single roadway? 10 What is the max allowed per Sec.l 03? 010+
Wh Wd►.r+G
3 Nlinimurn intersectian spacing is 300' for along a Principal or Mnor Arterial and 150' for a
Collector or Local Access street. What spacrng is pravicled far this project?
.
4. Are any off-site slape ease~nents needed7 If so, descrihe r~ !~1 ~~A~ i
_nAt aniia,
5 What type af turn-araunds are needed9 (i.e cul-de-sac, hanmerhead, etc,)
Street Name Turn-around Type Lacatian ~
~ h~td ~ . • ~Jt
Dw&~i na A a.
~ 5~.c 15 C ~.red. u,n l e56 -WXrrcA; n
snDr~ st~k c~ +~s~c.
Q~'~~ `'i-x U03Of Stanctixra cutdu5aG
. `
l'rc-Desigrd Meetmg Nates Page 3 of4
Spakane Caun[y Pubtic Warks
,,*-PCCc y but mub-t Veniw CIQI'~ M SoI ~ s a~ primic
6, i~Vha m #~n@~erm~ining~~'s~u~ e~` ur~ens t~i~Design Engineer prapase
'~1~ ~~~~(i eAASI~T() Design Methad Gaunty thi~kness ta61evr c~ther)7 ej*
~I~ ~~rue~r$* +or►
aLft • ~ ~ .
Tz"_Olrei~1120 L*Orl
7 Daes the Engineer plan ea applying any I7esign peviati ns? Tf so, briefly describe below
Pletrse t7ote that approval of all 1]e.s7gn 1]evaatron s must he ohtarinetl, praor to constr7iction
plara submrlttxl.
~ ~ •
~ ~ • + ~ 'I
6e ~ *Ni~-_ ln rr~ ~ ~r f5
LP
(haftL ~ d~;~ , ~ b+ l ~ ~ ~111~ ~ • QC ~ r t~
Stnrm Drainage o1 a~ep [MV "10 'jD cbwn
► ~ ~ ~ •
`'ry&(1f1 ~ '
+~'~'~1? ~ ~i
i gasin Map
c~.hC1C -Iv Lo".
~V1fL1f~
n vi c ~ ~
a} Did the LDesign Engineer ring a pr'e~- eve aped asin 4ap l t eVm et g- - Does
the basin map have cantmurs, spat e8evations ana existing structures, draina eways, and rvads
shvwn? Does the nnap appear to cover the entire pre-developed basLn? -Y Lws
b) Does the basin map depict any contributing off-site runoff flow+ing orno the property? AIG-
I]aes it appear ta be cvrrect? if rivt, explair~ ~ .
c) T7Td the Design Engineer bring a pcast-developed basin map to the meeting? I]
~ oes the
map appear to have in~cluded all the r~ecessary pre-deueloped area within the site? ~
d) Ts a site visit needed tv uerify the basin limits? --100 5chedule fDr-
~
INate Cancurrence ►~ith Counry Enginee~-'s on basin limiLs rs rcquired pnvr to plan suhmittal. )
2 Is the site located wathin the Aquifet- Sensitive Area (ASA)? What t pe of water
quality treatment daes the Design Engineer prapase9 ~
3. What are the soils vn-site?
4t. Is the Design Engineec propQSing drywells for thi site'~
•
~ a} lf yes, are the svils approved far the use of drywells? (Bang*, Bonner, Garrison,
Hagan, 1'vlarble*, Phoebe* or 5pringdale) *At 1he discretioti the Crr,rr~ Enraeer, the.~c
~ soils may reqarrre an-pIcrce permecrbrlity testing.
~
b} If na, what type of system is pro o ed to dispose af the starmwater runoffl DetenCivn?
T~ - • yeslnv. Evaporatiwe? yeslno
What su6surface investigativns, if any, are needed vvith this praject ta make sure ihe
~ proposed disposal process will fiunction as p[anned? ~ R.72,
-
, ~ ~~~i~ ~'+a1~ ~~i ~ I~ ~[~~Y+►~ .
Fre-Llesign Meeting Nokes Page 4 of 4
Spokane County Public Works
4. Are- e dvwnstrearn ccanditions that will affect the design of drainage facilities?
ye nvl own. If so, describe the measrares that wi11 e taken co assure pratectian af
downStream pCDpei'tieS. ~ dwelwA (uA &spc"g 0 CM-5ft
4A.7
rVMtUfitWA
~ ~ ~hW
5. Ts maintenance access pt'+avided ta drainage faciiities? ye o J&A,~11Ce -*D l~~S 4~
noA Oko&#S .
6 What dves the Develope En 'neer pragr~se for praviding for perpetual rnaintenar~ce ~rf the
drainage facilities? "i°
7. Ts a second Pre-Design Meeting needed? ~ . mac~• ~ ~
~ AIS >
~P PAq -fy"
Any easements rzeeded outside of the plcrt 6ourrdary (for drainage or rather) crre to hc acyurred prarrr
to road and drariaage plarr .ratbmattal The Sponsar or Sporrsor's Errgrneer shall provrde separately
cr legal de4criptir~n crnd Trtle C'ommatmenfi (o r .tiirnilar p r o of of ownershap) of !he affec[ed parcel(s)
far praposed easementa.
A Submitlal Cheeklasl, crmpleted and srgned 6y the Sponsor's Engrneer, shall he pravided with
each plan suhmrtlal.
N!]TE: Previde a copy of t1'ae corrapleted Pre-1Jesigra 1YTeeting Cl:ecklist to the 17esign Engineer at
the end of the meeting.
F NG r11l Farms & FragamslFre-Des'sgn A9ceting Checklistdae
Page I Qf 1
Wayne McGavran
Frvm: Jcahrr Honman
Sent: Manday, May 08, 2006 7•50 AM
To: Wayne McGavran; Alysa Wiyrick
Cc: Henry Allen
i a
flk
-----OriginaB Nlessage-----
IFrorn: Wayne McGaVran
Sent: Tfaursday, April 27, 2005 1,44 PM
To: Afysa Wiyrick
+Gc: ]ahn Finhman; Henry Allen
5u6jec#: Reeamrnendation for PE-1888 Langview Place
AEySa,
This project was constructed between October 2002 and December 2002. 7he file coratains a surety in
the amount of $11£,400 OD by a Letter of Credi#, Na. 101 issued by Spo'kane Teachers Credit Unian and
dated 11174102 There is a!et#er from Johrr FIohman, dated 117103 in which he authorized a reciuction
fram the original surety artiount ta $30,7(]0 00 There is alsq a ietter froroi John NaFamarr releasing all
interest in Letter of Credit Na. 101 in the amvumt of $30,700 aD Although the letter references P-1 880, it
was nbviously intenderi ta haVe been for P-1888 as the L{]C AEo. and praject title match thrs prolect
Recarnmendation: Corrsider this project cfosed w+th nq further aefinn required.
!f you have any questians or agree with this recamrrrendatiorr let me know.
Wayne
51812006
Page 1 af I
HQnry Allen ~
From: Wayne McGavran
Sent: Thursday, April 27, 2006 1:44 PM
Tv: Alysa Vlfyrick
Cc: ,Jvhrr Eiahman; Henry Allen
Subjeat: Recammendation far PE-1888 Langview Place
p!l]15a,
This proJect was constructed between nctober 2002 and December 2002 The file confains a surety Fn the
amount o# $116,440.00 hy aLetter of Credit, No. 101 issued by 5pokane Teachers Gredit fJn"ron and dated
11114102. There is a letter from Jvhn Hohenan, dated 1f7103 irs which he authorized a reduction fram the ariginal
surety amount ta $30,700A0 There is also, a letter fram Johrr H❑hman releasing all inferest in Letter af Credit
No. 101 in the amount of $30,700.00. Afthough the letter references P-1880, it was obviously intena1ed to have
been for P-1888 as the LC7G Na and project titie match this project
RerArnmendatian. Cansider this praject clased with no further action required
If you have any questions or agree with this recomrnendation let me know
Wayrre
4128]2046
~C~t~~.rie
,;,oOValley 11707 E Spra$ue Ave 5uite 106 0 Spokane ValLey WA 99206
509.921 - 1000 4 Fax: 509.921.1008 4 cityhalL@spokanevalley.org
rr , ~w ~ rr ~ r r~r rrr.w rr...~~r~ Navember 25, 2003
Spokane Teachers Credit Univn
PO 8ox 5264
Spakane, WA 99205-9903
B
P-1880 Long View Place PUa
Release of Roadlway Irtaprodement Letter of Credit Na. 101 - Dennis Crapo
❑ear Sir vc Madam:
This is tD natify yau #hat ❑ennis Grapa has successfully campleted the roadway
constn.rctiora and inspeGtion far the Royal Vista subdivisivn The City of Spvkane Valley,
being the legaf successor to Spokane Cvunty as of the incorporation date of March 31,
2003, hereby releases afl interest in Letter of Credit Nv 10 1 in fhe amvunt of $34,700.
The requirements of this LC]C have heen satis#ied.
Please cpntact me at (509) 888-0185 if you have any questivns regarding this matter.
5incerely,
Jahn V. Hohcr~an, P.E.
Seniar Development Eragineer
cc Mr Dennis Crapo
Files
~
S F' C7 11"-- A N E C~ C] LT L-T 'Y' -k-
I]NISIClN i`3P ENGINSERIING AND R{7AD5 A DtVISI❑N OF THE PLISLIC WCIAKS L3EFARt`MEN'f
.lanuuy 7, 2403
Spakane Teachers Gredit Union
P{3 Box 5264
Spokane, WA 99205-9903
Re: Lang View Place PUD (F 1$$8)
Letter of Credit # 10 1- Dennis Crapo
Dear Sir ar Ma.dam:
We have received a request to reduce the above referenced Letter of Credit ta xeflect the
current stattis of canstruction. A1t,hough Spokane County is iander no obligatiQn to reduce
any sureties it hvlds, we har+e elected to alflaw a reduction of fi.his Letter of Credit fx'vm the
original amount of $116,400.00 to $30,700.04. Since the Letfer of Credit is the sum of
the Perforrnance aad Inspectiun securities the c.alculated break down is as fallows:
(3aiginal Sand v Perfurniance =$1 d7,100.00 Reducei Band - Perforniance=$ 21,400.00
Inspeetion 9.304.00 Inspectivn 9300.00
Tvtal I 16,404.4D Tota1 30,700.00
Considerativu of any fiirther reductions tv t.his ietter of credit will 1ikely be based Qn the
cvmpletion and ar,.eeptance nfthis prcaject.
If yeau have any questivns please cerntact uur departrnent.
Sincerely,
~i~✓ ( - -
Tvhri Hohmar►, PE
Development Services EngineerlMAnager
Cc: T3etmis Grapcs -
STI -
File
1026 W. Btnadway drve. * SpOkane, WA 49260-0170 •(5pg) 477-3600 F,4,)C: (509) 477-7655 (2nd F3cwr) 47'"r-7478 {3rd Ffoar} .'CC117• (50) 477-7133
BOND ESTIMATE
ProJect Name: Long V'~ew Place
ProJect Number. P1888 ~
Date: November 1, 2002
Prepared by: Colleen Little, PE
Reduction
Jan. 6, 03
Item Description 96 Retained Qty Unit Unit Price Total
Drainage Items
1 Drywell, Type B(nG. backfill, fifter fabnc, frame 8 grate) 10% 2 EA $ 2.700.00 $ 54000
2 Concrete Inlet, Type 1 10% 2 EA $ 600.00 $ 120 00
3 Metal Frame arrd Grate 10% 2 EA $ 300.00 $ 60.00
4 Pipe, 104nch CPEP or HDPE 10% 30 LF $ 18.00 $ 54.00
5 Pipe, 154nch CPEP or HDPE 10% 10 LF $ 23.00 $ 23 00
6 Pond Excavation Ind. Haul (403 cy pond, 385 c,y sideslopes) 10% 788 CY $ 8.00 $ 63000
7 HydrOSeed 100% 15,000 SF $ 0.05 $ 750.00
8 TopS011 100% 26 CY $ 6.00 $ 156.00
9 Clearing and Grubbing - dramage area (under one acre) 10% 0.35 AC $ 3,000.00 $ 105.00
10 Fitter Fabric (under riprap in ddches/outfall pads) 10% 14 SY $ 3.00 $ 4.00
11 ReloCate FenCe 100% 430 LF $ 10.00 $ 4,300.00
12 Riprap Outfall Pad (h2nd plaCed) 10% 5 CY $ 50.00 $ 23.00
D2inage Items Sub-Total $ 6,765.00
Roadway Items
13 Clearing and Grubbing - roadway area (under one acre) 10% 0 65 AC $ 3,000.00 $ 195.00
14 Roadway ExCavation 10% 933 CY $ 10 00 $ 933.00
15 Base CourSe 10% 500 CY $ 25.00 $ 1,25000
16 Asphatt Cancrete Pavement 10% 318 TN $ 45.00 $ 1,431.00
17 Curb and Gutter, Type B 10% 590 LF $ 9.00 $ 531.00
18 Curb and Gutter, Type R 10% 1,160 LF $ 10 00 $ 1,16000
19 Sidewelk 10% 234 SY $ 23 00 $ 538 00
20 WhcelChair Remp 10% 1 EA $ 300.00 $ 3000
21 Street Signs 100% 2 EA $ 100.00 $ 200.00
22 Nbnuments (1 approx. every 300 ft) 10% 4 EA $ 200.00 $ 80.00
23 Rdocate Ebsiing Water Meter 100% 1 EA $ 1,000.00 $ 1,00000
Roadway Items Sub-Total $ 7,34800
Erosion Control ibems
24 Silt Fence 10% 820 LF $ 4.00 $ 328 00
25 Rock Construction Entry 10% 311 SY $ 16.00 $ 498.00
Erosion Conho! ftems Sub-Total $ 826 00
SUBTOTAL ofALL ITEMS e
1 44;93989
MAX REDUC7TON FOR 2001 STANDARD !S 20% $ 18,347.00
3% mflatian from year 2002 to 2004 $ 1,117.33
Sub-Total rncluding adla6on $ 19,464.33
CONSTRUCTION TOTAL (includes mukipiler of 1.10) $ 21,400.00
Inspection
26 Inspection of Drainage Facilities 1 LS $ 2,000.00 $ 2,000.00
27 Inspection of Roads 12 STA $ 500.00 $ 6,000.00
lnspecfion ttems Sub-Total $ 8,000.00
SUBTOTAL ofALL ITEMS $ 8,000.00
3% inflabon from year 2002 to 2004 $ 487.20
Sub-Total ntcluding mflabon $ 8,487.20
INSPECTION TOTAL (includes mutttplier of 1.10) E 9,300.00
GRAND TOTAL (includes multiplier of 1.10) $ 30,700.00
,h~~I~'8~ Ls,.~Gv~~r f~Gaer Pc+~
SpakaneTeachers Credit Univn
FO. Box 5264
5pakane, WA 992[]5-9903
~
LETTER OF CREI]IT
rRI~-Ev~CABLE sT~~~~~ ~~TTER c~~ CREDrT
nace: 11- 14-o2
Benef ciary: Applicant:
Spokane County Engineers Name: Dennis Crapo
1026 V3lest Broadway Address: 15321 E Missian, Veradale
Spvkane, WA 99250-0170 WA 99037
Attn: Phone: 549-924-8964 •
Letter of Credit Number: 101
Expiay1Jate: 11-14-03
Ou.r Counters PresentIy Gocated At Spokane Teachers Credit llni0n
Arriaunt- $1 16,40{}.00
Nofi exceeding i~S DolPars: One Hundred Sixteen 7`hvusand, Faur Hundred arYd
001100 L7ollars
Itemized as follaws:
Raadway Im,provement: $ I 12,'940 C)ne Hundred Twelve Thousand,lVine
Hundred and (}01100 I]allars
Roadway Insgection: $3504.(]0 Three Thousand Five Hundred
flnd 00I1 00 DoIlars
~
0
.
dFFICE OF THE CDUNTY ENGINEER
SPvxANE CavNTY, WAsxINCToN
TO: PAUL LENNEMANN
FRpNf : I]AVE BERTQ
DATE: November 19. 2002
SCTIIaTEC.'T : BC7ND ITEMS P1888 LONG VIEYJ PLAC:E PT.TD
The bond for the above-mentioned prcaject is for the
fallowing items:
1) AZl the iterns on the approved raad and drainage plarrs.
Little, Colleen
From: Little, Colleen
Sent: Friday, November 01, 2002 9:40 AM -
To: Susan Murphy (E-mail) .
Cc: Berto, Dave; Hohman, John
Subject: P1888 Bond Estimate - Long View Place
11-01-02 RE: Long View Place
Hello Susan. I received your email yesterday and made the corrections to the bond estimate. Most of the numbers
matched what I came up with almost right on. The only difference I think is in the calculation of the pond excavation; I
included the sideslope excavation, which almost doubles the total due to the pond depth. As for the inspection total, using
our method I came up with $8000, and as you said, the actual inspection agreement was $7420, so thaYs a match in my
opinion.
Thank you.
Colleen S. Little
Colleen S. I.ittle, P.E.
Plan Review Engineer Spokane County
Division of Engineering & Roads
477-3600
~
Bond Estlmate.xts
1
BOND ESTIMATE '
ProJect Narne: Long View Place
IProJset HumbeR: P1888
Date: iVavembar 1, 2002 ~
Preparedby: Colleen Little,'PE &aWT CoiRTf
ltem Qescr,lptlcr Qty Unit U It Prlce Tv_tad
Drainage Items
1Orywell, Type B(incl hackfill, Flier fabnc, frame & grate) 2 Er4 $ 2.70000 $ 5,400.00
2 Concrete Inlet,Type 1 2 EFI $ 600.00 $ 1,200.00
3 Metal Frame and Grate 2 EA $ 300.00 $ 60000
4 Pipe, SO-inch CPEP or HDPE 30 LF $ 1800 $ 544.00
5 Pipe, 15-inah CPEP or HDpE 10 LF $ 2100 $ 230.00
fi Pond Faccawstion Ind. Haul (403 cy pond, 385 cy sideslopes) 788 CY $ 8.00 $ 6,304.00
7 Hydroseed 15,OoD 5F $ 005 $ 750.00
8 TQpsoi! 26 CY $ 6 OQ $ 15fi.00
9 Clearing and Grubbing - siramage area (ander one aere) 4.35 AC $ 3,00000 $ 1,050.CIU .
10 FiIter Fahric (under nprap'sn ditcheslewifail pads) 94 SY $ 300 $ 4200
11 Relocafe Fenoo 430 LF $ 1000 $ 4,30000
12 Riprap OutFall Pad (hand placed) 5 GY $ 5000 $ 22500
prinage Items Sub-Total $ 20,797.40
Roadway Items
13 Clearing and Grubbing - roadway area (under one acre) 0.65 AC $ 3,0OO.QO $ 1,950.00
14 Roadway Excavadon 933 CY $ 1000 $ 9,330 00
15 Base Course 500 CY $ 2500 $ 12,500.00
16 Asphalt Cancrete Pavement 348 TN S 45.00 $ 14,31000
17 Curb and Gutter, Yype B 590 LF $ 900 $ 5.31000
9$ Curb and Gutter, 7ype R 1,160 LF $ 1000 $ 11,600 QO
19 Sidevaa[k 234 $Y $ 23.00 $ 5.38200
20 Wheelchair Ramp t EA $ 300.00 $ 300 00
21 5treet Signs 2 FA $ 140.00 $ 200.00
22 Monumgnts (1 apprax. eyery 300 ft) d EA $ 20000 $ 80000
23 Relocate EscisUnp Water Meter i EA $ 1,OOD QO $ 1.00000
Raadway Itams Sub-Total $ 62,68200
Erosian Control items
24 Sdt Fenee 820 LF $ 4.00 $ 3,28000
25 Rack Cvnstnictivn Eatry 311 SY $ 1600 $ 4,97600
ErDsion Controf llems Sub-Total $ 8.25600
S(JBTOTAL ofAl.L 1TEMS $ 91,735.00
396 inflativn tram year 2062 tv 2004 $ 5,585.66
5ub-Tofaflncludingtrrflatron $ 97,321.66
Ci3N5TRUC710N TOFAL {lncludes multlpllsr nf 1.10} $ 407,106,0D
Inspection
26 tnspecfion aC prafnage Facititiss I LS $2ADO.q0 $ 2,000.00
27 tnspecUon ai Roads 72 STA $ 500.00 $ 6,000.00
InspQCiresn 1lems Sub-Total $ 8,00008
5lJBTC7t,4L ofALL 1TEM5 $ 8,00000
3% inflatiqn from year 2662 ta 2004 $ 48720
Sub-Total includfng Fnfla[ran $ 8.48720
INSPECTI[ltd TOTAL (incCudes multipller ni 9.10) $ 9,300.00
GFtAND TOTAL (includes multiptier af 1.14) $ 116,4[}0.00
. ~
t
S F~ Z~ A.L~T E C C7 U N T Y
C7I'VIS1OAR OF ENGi►VEEAING APfa ItOACs5 A flIV151t]N OP '0"HH Pi7BLiC Wi7FLK5 E)EPARTMERi'1'
JaiIlus~i 7, 2003
Spokane Teachers Gredit Uttaivn
PQ Box 5264
Spokane, WR 99205-9303
Re: Long View Place PUD {P 1888}
Letter of Credit # 141- Derjnis Crapo
Dear 5u or Madan:
We haVe recei►+ed arequest to reduce the a'fnove referenced Letter of Credit to reflect the
cusrent status of consbruction, Although Spolane County is under no obligatian tv reduce
any sureties it nolds, we haVe elected to allow a reduction of khis Letter of Cxeciit frorn the
original atnount of $116,40{}.00 to $30,700.00. 5ince the Letter af Gredit is the sum vf
the Perfarn3ance and Inspection securities the calculated break dvwn is as fo llaws:
Qriganal Bvnd - Perforrmnce -$107, 1Ofl.00 Reduced Bond - Performance=$ 21,400.40
Tnspeetion 9.300.00 " Inspectiran 9.300.40
Tatal =$116,400.00 Tatal 30,740.00
Cartsideration of any further reductivns #o this letter vf credit will likely lae based vn the
. coanpletivn and acceptance of this pmject.
If you have any questians please canttact our department.
Sincerely,
Tohn Hohman, PE
Development Servic+es ErngineerclMa.nager
Cc: I)enrai5 Crapo _
STI _
File
1026 W Bmadway Ave • 5pakane, WA 99260-0170 •[503] 47I-3600 FAX: (509) 477-7655 (Znd Flnor) 477-7978 {3rd F1oor} 9 TI,7a7 (505) 477-7133
OFFICE OF THE COL7NT7C E1vGINEER
SPOKANE COUNTY, WASHINGTON
TO: PAUL LENNEMANN
FRVM: DAVE HERT❑
aATE :Nove.mbe r 19 .2002
5UHJECT : BOND ITEMS P1888 L0NG V F EW PLACE PUD
The band for the above-mentaaned praject is for the
fallawing items :
1} A11 the items on the approved road and drainage plans. •
1~-~• n L~...rGveE✓ A L I C~ PuJ~
SpL7k:1neTeaCher5 C1'ed1t UI3li}C1
P0, t3oX 5264
Spnkane, WA 99205-9903
LET1 EYl G13\_ur_,.D1~
IRREVOCABLE STANDBY LETTER OF CREDIT
Date: i i - 14-o2
Beneficiary: ApPlicant•
Spokane Gvunty Engitzeers Nar-ne: Dersnis Crapv
1026 West Broadway Address: 15321E. MissiQn, Veradale
Spokane, 51VA 99260-0P 74 WA 99037
Attn: Phvne: 509-924-8954
Getter of Credit Nurrnber• 101
Expiry Date: 1 1-14-03
Our Counters Presently Located At• Spokane Teachers Credvt LTnion
Amount• $116,400,00
NQt exceeding US Dvllars: One Hundred Sixteen Thausand, Four Hundred and
00f 100 Dollars
Iternized as follows:
Rvadvvay lmproveinent: 12N0 Ogie Hundred Twvelve Thausand, Nine
I-f undred and 00f l 00 I]ollars
Ttvadway Inspection: $3500.00 Ttiree Thausand Five Hundred
Atld 00I100 Dallars
i
Spokanc Tcachcrs Credit Union
' P.O. Box 5264
Sffti Spokanc,WA 99245-9903
We hereby issue this irrevocable standby letter of credit for Dennis Crapo available by
your draft(s) drawn on us and accompanied by the following documents:
1. A signed statement from the Spokane County Engineer's Office reading exactly as
follows: "I, the undersigned duly authorized representative of the Spokane County
Engineer's Office, hereby certify that the draft drawn under this letter of credit
represents the amount of money required to complete the installation of roadway
improvements including grading, gravel, paving, curbs, sidewalks, storm drainage,
drainage swales, monuments, street signs, inspeclion, construction engineering and/or
other work as is incidental and related thereto in accordance with the drawings and
specifications as submitted to and approved by the Spokane County Engineer's Office
on 11-14-02.
2. The original of this letter of credit.
i
r
' - - SFaakane Teachers Credit Union
Sft ' 1'O Bax 5264
Spakane, WA 99205-9903
SFECIAL CONDTTrONS
1. Any+ and all banking charges other than those of the issuing han& are far the account
of the beneficiary.
Z IR is aconditiran of this 1etter 4f credit that it shall be automatically extended, without
arnendment, fvr an additional perFOd of one }+ear from the present expiratian date or
each future expiration date, unless we have natified you in writing not less than thirty
(30) days befare such expiratian date, that we elect nat tQ renew this letter of credit
All writtera notification shall be sent via registered rriail.
Drafts drawn under this credifi tnust bear the clause. "l]rawn under 5pakane Teaehers
Credit Union Letter of Credit number 10
This credit is suhject to the "Uniform Custorns and F'ract'rce for Dacumentary Credits
(1993)==, Internativnal Charnber of Commerce Publication Na 400.
We here6y engage with you that draft(s) drawn andlor documents presented and
negatiated under and in campliance with the terrns of this irrevacable standby letder of
credit will be duly honored upoil presentation to us.
The amount of each drawing must be endorseti an the reverse of Chis credit by the
negvtiating bank.
A charge of U5I)25.00 will be dedLicted fronz the proceeds of any drawing presented with
discrepancies.
NAN1E C]F ISSUING BANK: Spokaiie Teachers Credit Union
/d~
Signafiure, and si atory's arathority
i ~ .
L1ttle, ~'if}lleeI7 •
From: Llttle, ColPeen
5ent: Friday+, November 01, 2002 9:40 AM
To: Susan Murphy (E-rnail)
Cc: Berto, DaVe; Hohrnan, John
5ubject: P1888 E3ond Estimate - Lang View Place
11-01-(}2 RE: Long View Pface
Hello Susan. I recerved your ernail yes#erday and made the carrectiflns fQ the bond estimate Most of the numbers
rnatched what I came up with almost right an. The ❑nly difference I think is in the calculation of the pond excavation, I
mcluded the sideslape excavation, which almost doubles the total due to the pond depth. As for the inspectivrs tvtal, using
our rnethod I carne up with $8000, and as you said, the accual irsspectian agreement was $7420, so that's a reiatch En my
opinian
Thank you
CraGleen S. Lr.ttEe
Cvlleen S. LIttle, P.E.
Plan Review Engineer
SpQkane County
Dirtisian caF Engineering & Roads
477-36C10
i~
Bond EstimateAs
1
BQNU E$TIMATE
Pr❑ject Name: Long View Place kfiffi
PrQJect Numher. P'1888
i]ate OctoGer Sil, 20CI2 Prepaeed 6y: Ca[leen Little, PE
~ CXUR7Y
QtY nlt, A.-,
Dralnage Items
1❑rywell, Type $ (incl 6ackfilY, filter fahnc, frame 8. grate] 2 EA $ 2,70000 $ 5,40000
2 Concrete Inlet, Type 1 2 EA $ 60000 $ 1,20000
3 Metal Frame and Grate 2 EA $ 30000 $ 6004a
4 Pipe, 1 d-inch CPER or HDPE 30 LF $ 1800 $ 54000
5 Pipe, 15-inch CPEP or HDPE 90 LF S 2300 $ 23000
fi Pond Excavatian InGI Haul' {403 cy pond, 385 cy sideslppes} 78E3 GY $ 800 $ 6,30400
T hiydreseed 15,000 5F $ 0 05 $ 750 00
8 Topsail 26 CY $ 6 00 $ 156.00
9 Cleanng and Gruhbing - drainage area (under one acre) 0.35 AC $ 3,00000 $ 1,050A[}
10 Filter Fabrie {undGr riprap in ditGheslr]utfdll pads] 14 5Y $ 300 $ 42 00
11 RePacate Fence 430 LF $ 10 00 $ 4,30000
92 Riprap C]uliall f'ad (hand placed) 5 GY $ 5000 $ 225 00
❑rarnags ltems Sub-Tata! $ 20,797 00
Raasidvay ftems
13 Clearcng and Gru66ing - raadway area (under one acre) 0.65 AC $ 3,00000 $ 1,95000
14 Ftaadway ExravaUan 333 CY S 10 04 $ 9,33000
15 Base Caurse 500 CY $ 2500 $ 12,50000
16 Asphalt Cancrsfe Pavement 318 TN $ 4500 $ 14,31000
17 Cur6 and Gutter, 7ype B 590 LF $ 9 00 $ 5,31000
18 Curb and Gutter. Type R 1,150 LF $ 1000 s 11,600_00
19 Sidewalk 234 SY $ 2300 $ 5,382_40
20 Wheelchair Ramp 1 EA $ 30000 s 300A0
21 Sfreet Signs 2 EA $ 10000 $ 20000
22 Monuments (1 apprax every 300 fi) 4 EA S 200fl(1 $ 8100.06
23 Refocate Eansvng 1Nater Meter 1 EA $ 1,00000 $ 1,0000D
Roadwaylterrrs Swb-Tvtaf s 62,68200
Erosion Cvntrol Items
24 SEIt Fence $20 LF $ 400 $ 3.28000
25 Rock Canslructian Entry 311 SY $ `16 QO $ 4.97600
Eros+orr Confrof ft8rns Suh-Tataf ."y 8.25600
5L1BTDrAL vfALL ITEHlS $ 91,735 [1(1
3°Jo inFlatiqn f ram year 2002 ta 2004 $ 5,586.66
5ub-Poial rnclutlirag irrflatrorr s 97,321.56
CQPiSTRl1CTIDN YO7AL (Inc[udes mulTlpiler of 1 10) $ 107,100.00
Inspection
26 InspecUan of Drainage Facilities 1 LS $ 2,000.00 $ 2,00000
27 Inspectiarr of Roads 42 STA $ 5013.00 s 6,000.00
lnspeclian f[ems Su6-Totaf $ 8.000.00
SUBTC3TAt aPALL 1TEMS $ 8,090.00
3°Io Enflation frnm year 2002 ta 2604 $ 487.24
5ub-Total,ncludr'ng fnffatron s 8,487.20
INSPECTION TpTAL {includex muftiplier of 1.10} $ 9,300.00
GRAND TOTAL (includes multipl8ev of 1.10) $ 116,400.00
Llttl@, CDIlBeII
Frnm: Susan Murphy [smurpFry@clc-inc.com]
5ent: Thursday, October 31, 2002 3 30 PM
To: 'Little, Colleen'
Subject: RE, P1888 Bond Quan#ities
Cvlleen:
N!y meeting ran longer than T wanted it to, so maybe we can ta1Sc tomorrow. In
t eantime:
~ mThere are no Type 2 Curb Tn1.ets csn the graject.
There is no 1211 PVC pipe an the praject.
I calculatied the pond excavation twv ways;
ne by laokin the approximate size v£ the triangl.e aneluding grading
{220' x 50' X 5 1/2 the tr~tal depth frvm 62 c] to 57 56(pvnd
hr~ttdm))1z7=41 r
secvnd by using only bottom area (2452s.f.) x tvtal depth (4 441)= 10,887 ~
cf/27=403 CY ~r
Th 425 lvc~ks okay t❑ me - have I missed something?
~Fiydrvseed - Tract A is 5536 5P, Tract B is 8887 SF, tvtaling 14,423 SF. I
rou ded to 15,000 S~' £vr side slopes of pvnd.
ilter fabric - 2 get 14 SY aJ.so.
ewalk - I get 23~k SY
~treet signs - vne is new the other is Yemvve and relacate - nat a stop
si n, so it is a secand sign.
Monuments - 4 total, alrng private road and at intersection with Long
Rvad.
ilt Fence is along all vf north and east ends of plat I get abvut 820
LF
Rack entry - T get {1001 x 28'}/9=311 SY dimensiQns are from detail on
ESC Plan.
r' 11 make sure we da a better job of this next time.
'Chanks, SM
-----Original Message----- F'ram: Little, Co11een [snailta:CLittlegspokanecounty.orgl
Sent : Thursday, Octoher 31, 2402 11: Q0 AM
To: 5usan Murphy {Eemail}
Subject: P1.888 Sc]nd Qudntities
Hey Susan, I got your message...2 shvuld be here at 12,30 pm. Z da have a
meeting frern 1:30 pm to 3:30 pzn, but it always runs until just befoxe I go
hvme. at 5 pm, so it would be best to get this out Ghe door before 1:30,
otherwise it may be tpmarrow...thanks. C
Cvlleen S. Little
Cvllean S. Little, P.E.
Plan Reviaw Engineer
Spokane Cvunty
Diuision of Engineering & Roads
477-35(?0
1
~ •
o . ~ ~
TRANSN,A`I'IC3N TTT'LE SNSURANCE campANy RECEIVED
NaRTH 7 2 ~ ~~~ONNE F E B 2002
SPoxANE. WAsHaNGToN 99212
Prepared far : CLG - SPOKANE
Order N0.: JM-246136
DENNIS CRAPC] Charge: $175.04
15321 E. MIS'SIt]N Tax: $14.18
VERAI7ALE, WA 99037 Total ; $189 . 18
aG : CLC Associates
T H I R D
P I, A T C E R T I F I C A T E
Certificate for filing P1at af:
I
''W a ~
LL7NG VYEW PLACE
~
Irc the matter of the subdivision Co be submitted to S a Caunt or
approval, thi s cornpany has examined the records of 5pokane ty Au ' r' s
and Clerk' s of fices, and the records of the C].erk of the ates
District Court halding terrns in said county. This certificate is made for
the purpose herein specified, and is npt ta be used as a basis for closing
any transaction. .Liability zs limiC.ed to the amounC, if aray, paid for this
cert~ficate. From such examznation, the company hereby cextifies the title
to the foll.owi,ng described land, in said Spokane County, ta-wit:
Tract "A" of SHDRT PLAT Na. SP-124 8-00 as per plat therecrf reGOrded
in Book 17 0f Short Flats, Pages 29 and 30;
~
Situate i.n the County af Spakane, State af washington.
VESTEI] ZN :
Z]ENNIS A. CRA,FO and MELISSA A. CRAPd, husband arzd wife.
EXCEP'FIONS :
1, Taxes and assessments, if any, na search having been made thereof, as
to Parcel IVo. 55191.0650.
Parce1 Nas. are provided frorn tkae latest Assessor' s Maps avai3ab1e to
the Cc>mpany. Said parcel nurrbers are not amatter of the public recorei
thexefor, the Campany makes n❑ assurance as to validity vr accurac}+
relat ing thereta.
2. Liability to future assessments by Ccans❑lidated Irrigataon District No.
1s.
Page 1 of 3
✓ ; '1
~
y • . , , , ■
. j Order N[a. JM-246136
3. ALL CC]VENANTS. C{7Nl7ITIONS, RESTkIC'S'IC3NS, RESERVATIONS, EASEN]ENTS aR
❑THER SERVZTUDES, IF ANY, DISCLQSEI3 BY THE RECORDED DJCi3MEIrTTS OF THE
SHORT PLAT C3F SHORT PIAT NO. SP-12 4 8- D0, IN V(7Li]ME 17 C3F SH[JR'I' PLATS,
PP,GES29 AND 30.
RTGHTS OR BENEFITS, IF AN`I, "G+THICH MAY BE DISCLOSED BY THE RECORDED
LlOCllMENT (S) ABOVE AFFECTING LANZ1 DllTSIL3E THE BUi]NDARY I)ESCRIBED IIV
scxEnuLE A.
4. EASEMEN'I' ANo THE TERMs AND eaNDZTYDNs THEREOF:
GRANTRE : ThE CInited StateS [7f AmGY'1Caa ].tS
successars and assigns
P'f3RPOSE: Construct and maintain an irrigation
turnout and appurtenances
AREA AFFEC°Y'EL1: TraCt „Al'
RECaRDED: Oc tober 19, 1964
RECORDING NO.: 56565C
5. SEWER CONNECTIVN AGREE1+++~ENT SETWEEN ~~OKANE COTJN'!`'I. HEPTCINS ANI] F]AHM
I7EVELOPMENT, INC.. WITF-I I,ATECa1++IER PR(]VI;I0NS AND THE TERMS AND
CC3NDITIQNS THEREaF:
RECCJRDED: Aatgust 3, 1995
F2ECUR[]T1VG NC3.: 9508030115
6. NQTIGE OF WATER 5YSTEM E~UALT2ZNG AGFtEEMENT AND THE TERI"IS AND CONI]ZTIONS
THEkEi7F :
RECQRL]ED : Naverrbe r 24, 1997
RECORL]ING NO.: 4163464
7. EASEMENT AIVD TI-iE TERMS ANL7 CC7NDITIONS THEREOF :
GRANTEE: Dennis A. Crapo and Melissa A. Crapo,
husband and wife.
P[)fiP[7SE : Drasnfield
AREA AFFECTED: Thi s and other properGy
RECORDED: 19r 2001
RECORDING 1VO.: 4550405
8. EASEMENT AND THE TE]RMS AND CDNQI TI(JNS THEREQF :
' GRAN'rEE: Dennis A. Crapo and Melzssa A. Crapa,
husband and wife.
FURPQSE: Sewer Line
AFtEA AFFECTEI7: This anri other proxaerty
RECDRUED : _Miqj- ? . 2001
RECC}RDING IaC].: 459DC143-::3 ~
Page 2 pf 3
~
C3rder No. JM-245135
9. EASEMENT ANI] THE TERMS ANI] CO1VL]ITIC7NS THEREOF :
GRANTEE: Dennis A. Crapa and Melissa A. Crapo,
husband and wife.
PURPOSE: Dperate and maintain a priz,rate sewer line
ARFA AFF'ECTEI3 : Thi s and other property
RECORDED: Qctober 10, 2001
RECQRDTNG 1NO.: ~640396 ~
10. This prcaperty may be subj ect to acharge by Spo}cane County for sewer
canstructian, referred ta as a Cagital Faci].ities Rate (CFR). This
charge is in addition to the monthly charge for sewer servi.ces. Please
cQntact the Da.vision of Utilaties Billing Section for in£arrnatian (509)
477-36a4.
nATED As aF February 18, 2002 at $;ao a.m.
'I'RANSNA,TION TITLE INSURANCE CDMPANY
BY
For service on this order ca31:
(509) 922-2222 (FAX) 926--1519
Judie Mitchel1., Title C7fficer
sc
Page 3 of 3
CLE ASSOCIATE5
September 17, 2002
CLC Jab No. S010339
~~~~IVED
5pvkane County Engineer's affice $FP 17 2002
North 811 ]efferson
Spakane, Washington 99250 SPOKAuE couNTrENGlr,FER
Attn: Mr. David ~Berto
RE; LQNG VIEW PLACE
PE-18$8-01
Dear Mr. 6erto:
Enciased please find twD cQpies of the reVised fnal plat referenced above. I have
revised the plat per your eomments and have received an updated plat certificate, a
cvpy vf which is included. Please reView and camment as svan as possible as our client
is anxiaus to finalize.
if you have any questions, please do nat hesitate ta calP. Thank you.
Sincerely,
CLC A55[] IATES
Kerrer Bell, P.L.S.
KB/dan
Enc.
] \.70CUME"10339\5URVMSUBMENG2 doc
707 WE5T 7TH AVENLJE • 5LJITe 200 • r'POICANE • WA 99204 • P SOJ +159 6840 • F 509 458 6844
C7EM1dEIR • SR6ICANE • SALT LA1CE CITY
707 W. 7TH AVE. TR/'"'l N +7 M ITTML
5LlITE 200
SPOKRNE OENVER
90 WAS'l-11NCiTOhI 99204
P 509 458 6a4o CP1V1ES~'~CIKA1dE
LI
s09 45a ~e44
CLC R55OCIATES g Sa~~T LAKE CiTY
gn^G
~ ~ ~J C [~J~~
SP,~MIVL C CC3LINTY pFr
To: Sookane Co. Enaineerina & Roads C]AT,E: 11I5I02 .
1026 W Broadwav Ave. PRo JE cT Lon❑ View Place
NAM E:
5pokane. wp 99260 PROJECT PE-1$88-01
. A'i"TN: NLJMB~R:
DaVf'. Be~U S010339
WE ARE SENOfNG;
X EiVCLO9E❑ LJNDER 9EPARATE: pDCLMENTS Cl7MPL1TEi2 DISCS
~ PRIN35 ' REPR4L]LICIF3LEB REPORT8 IJTF-4ER
COPIES DESCRIPTIOM
1 Final Plat 0€ Lana Uiew Place
FOR YOIJR lJ5E XF'OR Y4UIR REVEEW FTL]R YOLlR APPRaVAL SePET PrR YCILJR REqlJE9T
EJCRRE98 XIME59EREGER. ,PICFCLIR U.S. MAIL
R E M ARIC 5: DaVe,
~ I have reuised the fina6 plat per yvur camments, a copy that is enclosed The name
of the homeowner's association name has nvt been finalized, as saon as vve get the
proper name we will change plat to match it. A1so please nate the sanitary sewer
service line easement nn Lrat 5, Block 1.
C C7 PY TO; fII~ ~B Y: KeI'f'L'I Be]I
.OW~AIW
~
, . ,
S P C_~ A N E G C) U r-i T Y
A DIVISIC)N [JF THE P[SBL1C WC]RKS I7EPA12TMENT ~
DIV[SICJIV OF PLAIVitiING
NTiCIiAEt V NEEDNAiui, DIRECTY7R
MEMCaR.arrnvM
3'O: I]ikvision"of Enginejri*ng and Raads, pc►r r:ataon ~ngin~erin'g, ScoIt.__
Ungelihard, clo SaIIady ~imb'~a1il~~
Divisi4n nf Engineering and Raads, Ueveiopment Services, rQhn Hohman
Uivision of Utilities, Informatian Services, Jirn Red
Divisivn of Utilities, Stormwater [7titity, Brenda Sims
Division af Building & Code Enforcement, Jeff Fflrry
' Spokane Regivnal Health District, 5teve Holderby
5pokane'Gounty Fire District No. 1
'G'VVader Distriet Consolidated NQ. 19
FRQM: I3avid Jensen, Assaciate Planner f yc,
DATE: Tuly 16, 2062
SUB.TEC'I': Proposetl Fina1 Plat of Lvng View Place; FE-188 8-01
Parcel No. 55191.0613
Attached are copies of the abave referenced final plat. Piease revievv and forward any
cvmments tn me by July 30, 2002. Tf you have any questians please contact tne at 477-
7237.
Enelosure(s):
cc: Diamvnd Rack Construction, 15321 E. Mission, Veradale, WA 99037.
Andrew Warloek, CLC Associates, Inc., 707 W. 7Ih Ave, Suite 200, Spokane,
WA 99204.
MA]L 5'[K5P FWIC-1 • 1115 W$AOAi"1WAY A1+ENLfE • 5Pt3FCANE, WASHING7'flN 99260-0220
F'fiOPVE. (509) 477-7200 • PAX 477-2243 • TpD {50} 477-7133
. i
S P C> K A N ]F-:-:z ~ C] T_J N T Y
A[7IVISION C7F THE PLISLIC WQRKS r]EPAR"PlviEltitT
DSVISION i]F PLANivIIVG
MICHAEL Y IITEEF]T-IAM, L7IliFC1"OR
MEMOR.ANI7UM
T'O: 5pokane County Assessor's Dffice; Andrea Sandvik
5-p~ka,"e *ou t,y iEngiin ee,i~, 5~vtt En~elhard, c!o Sandy I~i~m~6a~i~i~
FROM: Jady Fisher
For I3avid Jensen, Associate T'lanner
DA'I'E: July 16, 2002
SUBJECT: Prapvsed Final P1at FE-18$$-01.
Attached is a copy of the Plat Gertificate,for the a6ove-referenced praposed final plat.
Review and fo3-qvard any cornments you may have by f uly 30, 2002. If you have any
questivns you may ca11477-7237.
'I'hank ypu. •
Attachment; Plat Certificate
MAIL sron rWrc-i • 1116 v+r sAaAnwaY AvENUE • 5POKANE, WASi3IIVGTCSN 99260-0220
PHoNE: (SD9) 477•7200 • FnX: 477-2243 • T'oo- (509) 477-7133