6TH E 9717 VILLAGE & WOODRUFF HTS PHASE I&II APTS & GRADING
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~ ley 11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206
• 509.921.1000 ♦ Fax: 509.921.1008 ♦ cityhall@spokanevattey.org
February 8, 2007
Spokane Housing Ventures
715 E. Sprague Avenue, Suite 102
Spokane, WA 99202
Re: Maintenance of Woodruff Road north of 6`h Avenue
To the Manager of Hidden Pines Apartments,
When the Hidden Pines Apartments were approved in 2001, the developers signed an agreement
witll Spokane County allowing use of public right-of-way for a driveway. This agreement applies
to the Woodruff Road riglit-of-way north of 6~' Avenue, and statcs the following:
"By allowing a build'u1g permit to be issued on property having access from an unmaintained
County road, Spokane County assumes no obligation for said road, and tlle owners hereby
acknowledge that the County has no obligation of any kind of nature whatsoever to establish,
examine, survey, construct, alter, repair, improve, maintain, provide drainage or snow removal on said road. The requirement is and shall run with the land and shall be binding
upon the owners, their heirs, successors or assigns, until said.road is improved to Spokane
County Road Standards and accepted by the-County for maintenance." With tlie recent construction of the Pheasant R.idge Apartments, the developer made frontage
improvements (i.e. sidewalk, curb, gutter, catch basins) along the east side of Woodruff Road
north of 60'Avenue. Since the road is now improved to County standards, the City of Spokane
Valley will accept the maintenance of Woodruff Road from 6th Avenue to the northern property
line of the Pheasant Ridge Apartments. With this change, the authority to institute No Parking
zones lies with the City Traffic Engineer, and the No Parkivg signs on the west side of the street
will be removed.
If you have any questions, please contact me at (509) 688-0227.
Sincerely,
. (vl -lv
Inga Note, P.E.lPTOE
Senior Traffic Engineer
cc: Manager, Pheasant Ridge Apartments
Public Works - project file
Enclosure: Image of right-of-way
Copy of Notice to the Public
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I2f141199$ Project SiatuS final ENG1NEER}~ ~~~~W SHEET OGTH E. 9717
As Bu,lt f~laRs Receiued 'Buildings File B98190
Road Plans A}aproved _
Companion Fil~s;
Nctv Road S4andai-ds 5-] 5-95 _Mylar #
Related f iles:
lICaring: PUIId117a Dept' 139$010176
T2Ch111Cal ReV1m -
Nreliminary Review: 10127I1998 qu 6 7'YPe: f~f~~ LarBe Lot ❑ C31e[- Square Feet
date Received' 10l16!1 99$ ei No. Lats: No. Acre5: 5.3
Project Nara-ie VILLAGE &WOODRCTFF :FIk,~CHTS PHASE I& ll AI'TS 9 I3'LDGS 88 UlNXTS & GRADING
Site Adtire5s 06-CH E. 9717,
ftange-'fownship-Section: 44 - 25 - 20 I'ARCFL(S): (rirst 1$) .
Applicant Cronditions Mailed: 45202,9017 45202.9050
'C`oiil 5hine Flood Zone N, o
INT'E-'CrRUS ARCI-! WaEer 5ource
Po Box 1482 Sewer Saurce
5polcane, WA 99204 Schoo! Qisl
Pllane Fire Disl 1
(509) 838-8681 PI14t1e D1SC
Eng ➢iilMir)(r Owi,er
Hclen Stevenson
V➢L, I_flCi L•. A PrIRTMLN`I-S NQR1'HWES 1 RJ;GIDiNAC, FAC1LITf•LTORS
525 E_ MisSiton 525 E. Ivlission
Spokane, WA 99202- 5pakane, WA .99202-
Phane Phane
(509) 434-G733 (509) 484-6M
S,gn~d Narnc: .!?,YNE AL1LD
Suiidiiig P11: 456-3675 1 Planning Ph: 456-2205 Cnntact: .iUf.f E' SI-IATf C7
Datc Suhailittec# J)escrtption Xnitials
~ Erig Ncr:d Technically Complele Ln- Nced I-larvart! Rd Mitigalion
Eng iVccd L7rainage PIanS FnQ Neecl Trailic Analysis Eng Need Other
~ Eng L'ay Fecs Rceeivcd hng Fin~il Plat FeeS Gomplctcd
Copy ta Accountina
Cng Priority Fees Received
f---- J Notictto F'ublic ! Nolice [o Publ1c # 1 3 4 G Completed -or tilecds la be signed _ T
l]e5iSn Deviation Dates 4.In-OutJ
I ! f 1 1 I f ~
~ I 1 1 1 75nd quanties 17r
drai3iageitern calcu3ated
Hearin; Date Dec:is,on App Dcn C:blid Appld SCC
Appealed lQ BCC Decisiryn App Dci1 C:ol}cf Appld Court
Appcaled io Couri Llccisiail r'4pp Den Cond Appld ,
f f - - -5lamped Mylars ta Secretary (5ail(ly) - - - '
f f 5lan7ped 20$ I.eL PIAi7S tO S2CfeIc7fy (Saridy) +
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Project Number: 98010176 Inv. _ Applicat~on Date: 10/15/98 P I of 1
~ . THIS IS NOT A PERMIT
- Penalties will be assessed for commencing work without a permit
Proiect Information• ~,~MWIMMNN ♦ ~N\ XN~N1~~N~M ~y~~` ♦ NNN41M N~1 Nt
~N N1Wl~ 1 NAN~~~\~ MK~K\\\`~K\KNMV~\NKNK~
Permit Use: PAC FOR 10/27/98 @ 11:00 - APARTNMNT Contact: TOM SHIlVE - INTEGRUS .
' COMPLEX Address: PO BOX 1482
Setbacks: Front Left: Right: Rear: j C- S- Z SPdKANE WA 99210 .
, Phone: (509) 838-8681
Site Information: - 3l~w.vN~ sv ,~lvfxw.~wrxb.'C~.'CRv.'~.'4j'S~7i, v~w~V~JJ~7.~~~1.`lt~iS:lBshvsl+n.J.~a.~"~'5.03'SA'~~+'"54}}kVS`5>iRO:o`,1'~^~?S
Plat Key: 000000 Name: IINKNOWN District: F ~
Parcel Number: 45202.9050 . . SiteAddress: 9717 E 6TH AVE r Oa►ner: Name: NORTSWEST REGIONAL FA Spokane, WA USA 99206 Address: 525 E MISSION AVE .
~
. L,ocadon:: SPO - _ SPOKANE WA 99202 ;
Zoning: UR-22 Urban Residential-22
Water District: Hold: ❑
• Area: .00 Acres Width: 0 Depth: 0 Right Of Way (ft): 0
Nbr of Bidgs: 4 Nbr of Dwellings: 37
Reviefv Information: , ~~:~~~,~;~:s.~;~>~~--~.,~,~~.~~.u -
Permits:
Building Permit Contractor: UNKNOWN • Firm: UNKNOWN
` t ,.t ~•,"i
Address: 'UNKNOWN , Phone: . (000) 000-0000
' . UNKNOWN, WA UNKNOWN
Building Characteristics
Const Category: New •
Nbr Of Dwellings: Occupant Load: Building Height: Stories:
Bldg W x D: x Building Sq Ft: Sprinklers: 0 ~
Req Parking: Handicap Parking: Critical Materials: EJ
Notes: a~~\i~~?~'^'~3^f}:{~:~t~r;:"~:,'~.ti• • ' ':i~'^R05:a,v:w~5\`4s\'t~x:~>::U3.~\k\~ti,aX+A.'Ci3.~.<.R05~'Cvo'.~<;s~:Q~~~Cvn~J+:Ja5t0o`v.w.v.ti,+u3~~ua'v:'rai~~h\.\~~~~~\\\~i~Yd.~'fn~v.~\ti~>.i:~v~0:~?'~ti.~3b3:+~Q~'C~.''~S
Operator: JAS Printed By: Print Date:
Pavment Summarv• ♦ 41}.WJOJJJSiO}J~6~.\Y7i73~i}?NJ~W}})JS~S..4\?%SA~11I~ili~J~JS~~)SOSY.WSOJ3JCWA~J~L~`.V~rVa73a SP7SSA~}:H~naSJi\W.)iJJAJ
. ,
PrOjeCt IVrumber: 980I2S66 ~
Ap~]l1Catip,i~ I~ate; 12114198 Page I of 2
THIS IS NOT A PERMIT J~Penalties wrll be assessed for cOMrIen~ilag work without 'a permit
PM;eq. Unormation:
^vr•msvuti:i~"'~~~•4~+~: -
Peirmit Use: GRAUING PERM-iT FOR APARTMEN"I`
COMPLEX COnW: PRESTQN POTRAT'Z ! lNT']gG
Ac~dr~s~: TO S CEI~AIt ~.D
Set~a~~s: F~ rvnt Left: Right. Rear. C- 5-Z SPDICANE, WA,. 99204
8tteDrm-afiDn: ,Fhan~: (509) 838-8681
'~r.tis,awNk=: ~rr:.-:.~'ff-rx~•,.:~'~T:'t~~'.~:91YS:r::mSrs.~.
PIa[I~: QO{~04U I~Tarife: #.1N"UWN
Dislrict: F .
Patrcel Nurober: 45202.9050 - -
SiteAddress: 9717 E +6'F11 AVE Dwner. Name: NORTIIWEST RJEGIONAL FA
Spa#;ane, WA USA 99206 Addres,s: 525 E IYIESION AVE
Lacadon:: Spp SPOKANE WA 99202
Zon.ing: UR-22 Urbaa Residentia[-22
Warer D;stric#:
Hold: ~
A~: .00 '~cres Width: 0 Depth: D Right ~f V~J'ay ~ft]: 0
I~r of Bl~lgs= 4 ~Vbr of Dwetlings: 37
Re4ev InforMatian •
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~l~me~it Revi~:~v - -
BUH,DING Landuse Revie►v
Comments; - - ENGINEER S ite Drain ag~ ~eviev '
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CDmments: ~
Pe#'m1ft:
Cantrackcar: UNKNOWN Crad~ng, Permif
, Address: UIwTKYowN Firnl: tTNiKNo'VV1.►T
Phane: (004) DOQAUUO
UNKNOWNr NVA #~NKNOWN
~
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TbiS Apptica#ion; ~
Descri tion ~`otal Project:
~ ~ TNat~ S~LF-t VaiUatioa ~
GRt~,Dr.NC N4NE NO~ ~-±n~►~ 1~.r/~. VaJ u u t i ar~
tiJ~1S~V11Yk7 ' 0 S40y0M.0o tl +k40,000.00
T4#.~5: 4 $40,D4U.[}0 0 $40,~D,40
It~m D~,~c~iption Units unit-D~sc
pE~ FE~ F~ Am ounti -
I Y OR BLANK 1 ~.OU
RE~W FEE I Y OR 13LANEC
$50.00
Petwit To#a! Fees: $268.00
G I~ -
R C N. i E C i`,. E
MEMORANDUM
, o s o u T N C E D A R TO: County Planning Department
SPOKkNE, WA 9920-
P.0_ BOX 1482(9921C1 FROM: Tom Shine) AIA
fAX 503.838 2 19»
5 o s s 3 a e E e• DATE: October 13, 1998
SUBJECT: Northwest Regional Facilitators Apartment Project On Sixth Avenue and Woodruff Road
INTEGRUS Project No. 9806
Attached are seven copies of preliminary plans for this project.
One site plan for all three phases of construction.
• Three typical floor plans for Buildings 2, 3 and 4 in Phase 1(Village
Apartments). • Douglas 8aile;
• An 8'h x 1 1 preliminary site utility plan. J o h n D. c uddy
PAark A D a i I ey
The site plan shows the proposed three phases of development. There are two E a r ty o H u r I b c(I
separate ownership entities. ' ~v , i 9 o a m A J a m es
• Gary D .➢cralcnion
oeaQge H. Nla chis m
• Village Apartments that will constrnct Phase 1 on the west side. q i 1 h u r A N o r d c eng
• Woodruff Heights, Phases 1 and 2, on the east side of the project.
Schq P!.rley
u"artlor. E Rut:-.
The developers anticipate that the Village Apartments will start in the spring of j h ama S r, S h i n e
1999, Woodruff Heights Phase 1 will start in the fall of 1999, and Woodruff u e i a l d n,'d i n'r. t e r
Heights Phase 2 will start in the spring of 2000.
At the northwest corner there is an existing parking easement for the property to the
west, mostly paved with asphalt. The emergency access easement is to provide a
fire department route without a turnaround on our property but is gated to restrict
sbortcut traffic to and from Farr.
The site plans show the proposed buildings with
stairways at each end for access to the upper floors, but
exact grades and stair requirements have not yet been
.
designed. The floor plans do not show the stairways, but ~ ~ e~ ,'r' • ~
do show the main entrances for the main level of the
n
apartments.
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Il p/OlBSS101)3l Sc'Lif.E ~.C~~ ":?~Jtt t'lftj1 OfflC:'$ 7f7 SFiOn3llt: te .SF.c9?!ft'
-1 N F.1' :L s
A R C N IT E G i E
Memorandum
IN'1'EGRUS Praject No. 9806
Page 2
Octaber 13, 1998
The apartment tatal table vn the site plan, Sheet A,02, lists 2 and 2.5 story
buildings. Buildings #2 and #3 in Village Apartment Phase 1 are three filaors and
axe listed at 2.5 stories as the bottom flaor is rece.ssed several feet below the
adjacent grade. "The handicap accessible u-nxts will have sloping sidewalks or ramps
to the main entrances. The nvn handi.cap accessible first flaor apartments will have
steps dragping down to the f1vQr level entries. AI1 upper floors are accessible by
stairs orfly, and there are no elevators.
Building #4 is at the fiop of a stope on the north part of the site and is two levels on
_ -the south side and three levels on the north, tvtaling 10 apartments far the building.
. Phases 2 and 3 are similar with Building #5 and #6 similar to Building #4, and
Buildings #8 and #9 similar to #2 and #3 with th-re-e levels.
'1'he parking will be designed vuith 208 drainage swale areas that are ❑ot yet shown.
- +Dne large swale is shawn an the northwest portion of the site to collect much of the
northern pa~king azea. ,
We have shown setbacks including 30t at streets. The -street R..4.W.'s are 50', sa
the required 55' fram the centerline camputes to 30' from property line. We have
sevo-ral questiQns regarding sethacks. .
,
1. _Can Woodruff Road be vacated narth of 6' Avenue? It appeaxs to us #hat it
can.not be extended north of 6' Ave. base on existing plats and buiidiings all
the way to Sprague Avenue.
2, Since the entire 5.3 acres is being planned as one development, do we need
sideyard setbacks as shown, between Village Apartments and Waodruff
Height.s?
3, Our interpretation of required sideyards far 2.5 story buildings is 10' -
Please confirrn.
If there are que.stions prior to the pre-development conference, please contact either
FI`om Shine or Preston Potratz at INTRGRUS - 838-8681.
K: t9r-sM9s06NDoCeME-TS.wPD
RouEing=
Helen SCevenson, NRF
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, .
INLAND PACIFIC ENGINEERING, INC.
SPOKANE • COEUR D'ALENE
fa RECEiVED
December 16, 1998 D E C 1 6 4998
I.P.E. # 98477
SpOKANE COUNTY ENGINEER
Spokane County Engineering
1026 West Broadway Avenue
Spokane, Washington 99260
Attn: Gnry Nyherg
Re: NRF Apartments at 6`* 8c Fnrr Road
Erosion 8c Sediment Control Plan
Dear Gary:
Please find enclosed two copies of the erosion and sediment control plan for the above reference
project for your approval. Please call if you have any questions.
Sincerely,
Inland Pacific Engineering Co.
-
~
Matt Zarecor, E.I. T.
Encl.
cc: File
707 West 7th • Suite 200
Spokane, WA 99204
509-458-6840 • FAX: 509-458-6844
INLAND PACIFfcENGINLERING, INC.
SPOKANE • COEUR D'ALENE
December 14, 1998
I.P.E. # 98477
Spokane County Enguneerlng
1.026 West Braadway Avenue
Spokane, Washington 99260
Attn. Gary 14fyberg
Re: 1VRFAparirnents at 6' & Farr.Road
2"" SubmiPlu1
_ Dear Gary:
'Please find enclosed #hree copies of the revised grading plan for the above reference prafect for
your approval, P1ease call if you have any yuestions.
Sincerely,
Iriland Pacific Engineering Co.
~ -
~
Matt Za-recor, E.I.T.
Encl.
cC: File
707 west 7rh - suite zDo
Spakane,1NA 99204
5QJ-`#J8-C]840 • FflX: 309-45V-VO44
~
.
~ j FAX COVER. SHEET SPOKANE COUNTY ENGINEER'S OFFICE
1026 W. Broadway Avenue, Spokane, WA 99260 Phone: (509) 456-3600
Second Floor Fax # (509) 324-7655
DATE:
FAX
TO:
~
COMPANY:
CITY/STATE :
Number of Pages (including cover sheet): ~
,00b
FROM: POI
R~ .114 ~~ia~✓r~~ ' .
~
MESSAGE~
.
~ i
tA TA
LETTER OF TRANSMITTAL
Spokane County Engineers
November 17, 1998
_ 1Vratt Zarecor
Inland Pacific Engineering, Znc.
707 W. 7`r,, Ste. 200
Spokane, WA 99204
Re: Civil Plan Review for Village & Woodruff Heights Apartments
Matt,
The County Engineers have reviewed the recently submitted drainage report and civil
plans. The following issues need to be addressed along with the identified plan revisions
made for plan acceptance:
With the exception of the two catch basins the design provides only drainage facilities
at the surface via the paving. This type of arrangement can be problematic for larger
and intensely developed sites if additional drainage becomes necessary. Specifically;
Yf downspout systems are going to be used for the buildings, how will the collected
runoff be conveyed to the outfall line or other swales?
If the roof runoff is to j ust sheetflow to the ground, standing water may result
especially in the front yards and the UBC drainage requirements should be checked.
Tn the rear yards, especially at the west property line, building runoff could resulfi in
off-site drainage and complaints.
2. Relocate the Pond C drywell along-side the approach for better maintenance access;
and a maintenance access path needs to be provided for Pond A& dt-ywell, which are
isolated from the developed portion of the site.
3. On plan sheet C 1.0 add "flag notes" for the two catch basins a.nd specify their
configurations.
Please resubmit (3) paper copies of the finalized plans along with an 'Agreement to 1'cry
Fees ' which has not been received, for acceptance by the Counfiy Engineers and our
department release of the building permit. Feel free to contact me at 477-3600 Ext. #257
regarding this letter or other engineering matters for this proj ect.
Si_ncerely,
0* 4 000
Gary . Nyberg, an Rev w Engr.
7 .
, ' • ~ .
INLAND PACIFIC ENGINEERING, INC.
..s., .s L,
N 0 V 1 6 1yy8
November 12, 1998 SPOKANE COUNTY ENGINEER
I.P.E. # 98477
Spokane County Engineering
1026 West Broadway Avenue
Spokane, Washington 99260
Attn: Gary Nyberg
Re: NRF Apartments at 0 & Farr RoRd
1 Sr .Submitttr!
Dear Gary:
Please find enclosed two copies of the gradin~ plan and two copies of the drainage report for the
above reference project for your review and comment. Please call if you have any questions.
Sincerely,
Inland Pacific Engineering Co.
i~
Matt Zarecor, E.I.T.
Encl.
cc: File
707 West 7th • Suite 200 2020 Lakewood Dnve • Suite 205
Spokane, VVA 99204 Coeur d'Alene, ID 83814
509-458-6840 9 FAX: 509-458-6844 208-765-7784 • FAX: 208-769-7277
~ .
~ OFFICE OF THE COUNTY ENGINEER
SPOKANE COUNTY, WASHINGTON
Project: Village & Woodruff Heights Apartments
Address: 9717 E. 6th
Contact: Tom Shine, Integrus Arch. (838-8681)
Engineer: IPE?
Meeting Date/Time: 10/27/98 11:00 a.m.
Engineer's File B98190
Tax Parcel(s) 45202.9050(Village) 45202.9017(Woodruff Hghts)
Reviewer: Gary Nyberg, 456-3600 Ext. #257
The County Engineering Deparfment has completed a preliminary review of the
above-referenced project. The following items must be received and approved prior
to release of the building permit:
1. An `Agreement to Pay Fees' must be completed and received by the County
Engineers prior to review of the civil plans & project. (See yellow form enclosed)
2. A site drainage plan shall be prepared by a licensed Civil Engineer, pursuant to
the "Spokane County Gvidelines for Sformwater Management". (See attached •
blue form `Checklist' for minimum plan cnd submiftal requirements)
PIEASE NOTE: Soil Conservation Service(SCS) maps of this vicinity indicate
'Garrison' & 'Springddle' complex soils which are pre-approved by the County
Engineers for standard drywell use. The map indication should be confirmed by .
on-site exploration.
3. A temporary erosion and sediment control plan(TESCP) is required for site
disturbances in excess of 1 acre. Spokane County has adopted by reference
Chapter 5, Volume 2 of the Stormwater ManaQement Manual for the Puqet
Sovnd Basin by the state Department of Ecology(DOE) for regulation and
guidelines for erosion control measures.
4. The subject properfy is affected by the "Findings and Order" and the
"Conditions of Approval" for the following Idnd use action:
* Spokane County Rezones No. ZE-59-72/ZE-106-72
Change of Conditions No. ZE-59A-72/ZE-106A-72
Spokane County Engineers
w _
.
~ Specific conditions of the cbove action(s) from the Division of Engineering &
Roads are attached.
5. The subject property is within the following special regulafory zones which mvy
affect the development plan:
* The Aquifer Sensitive Area(ASA) which requires treatment of stormwater runoff
from developed surfaces prior to dischctrge.
* The urban PM 10 Non-Attainment Zone which requires dust-control surfacing on
vehicular parking areas and traveled ways.
6. Road improvements must be made for the following pvblic streets, as indicated:
. 6'h Ave - sidewalk & road channelization ~
Woodruff Rd - storm drainage at street end
All required improvements within the public right-of-way are to be completed
prior to release of the building permit, or a financial surety, in an amount
estimated by the County Engineer to cover the cost of constructing the
improvements, shall be filed with the County Engineer. The Development
Services deparfment will set the surety amount based upon the approved plans.
7. Utility Condition: Permittee is responsible for arranging for all necessary utility
adjustments or relocations as required for completion of the project, including
completion of the required road improvements. The developer needs to
contact the punreyors of each affected utility regarding private service or utility
district improvements, and their design standards and approvals.
In summary, the following items must be received and approved prior to the
Engineering Deparfment releasing its porfion of the permit:
Agreement to Pay Fees
Site & Landscape Plan
Drainage Plan & Report
RID/CRP Agreement (Woodruff).
Road Improvements (6th)
Performance Surety
(if requesfed)
Please direct a!I submiftals to Julie Shatio of ihe Department of
Building and Planning.
Spokane County Engineers
, ' ' .
. ; , .
' 1 w ` ~ • . .
a
I
SPOKANE COUNTY FNGINEERING DEPT. -
M/N/MUM REQUIREMENTS CHECKLIST
. vil Pro' 'eci . ~ • -
. 4. - . . . . . . - , . . - .
County Reviewer: -
_ _ 7~ •
The following is a li mum standard items used in reviewing plans for building permits. Wrthout these minimum mquirements the Spokane County Engineer's Department_is not able to perform areview
of the project. The project will be returned to the appiicarn or held, without -further review untii the minimum items have been submitted. . ~ _ ~ : - • . - . ° ; ' - "
~ RMu;RM B,r has PRo,,ECr ' ' . - - . . ' . _ . . . . . - x -
. < , - , , r= • ,
.
0 r,oT MKCAMETO iss Pao,rECr ' ~ . . , . . . - . . ' " _
An ~agreement to pay ,fees mustbe Vreceived, before r.eview of the. plans will continue. It is an -
agreement between an interested party, (owner,agent, etc.) and Spokane County to reimburse,the County .
for costs accrued in reviewing ttie_plans: , . ; , . r _ - " . - . . . : - . ,
, . w . - _ .
~0 All rplanssubmitted- to this department are required by state law to have a Professional Engineer's .
- stamp. .The Professional Engineers stamp must include the cument seal and expiration date, as well as
' the dated Engineer's signature. * The Engineer must be cumently registered in the State of Washington. ` North Arrow must appear on the pfans. . , . , . . . ~ . ' - 00 An appropriate engineering.scale is required for the plans: A benchmark must. be shawn on the plans. -A benchmark is a physicat maric or.object used as a V..
je erence for elevations. Triis poirrt must be left undisturbed_ by construction.`= : _ . . , . _ , .
0 Road names must appear on the plans. $0 Right of Way dimensions, from centeriine of adjacent roads to property lines must appear on the
I ns.
, . , .
' 0 Property line dimensions of the entine parcel must be shown, not just the portion being constructed. ~ Provide contours or sufficient spot elevations to check site grades. One-percent is the minimum requ~rement without special constnidion requirements by a licensed engineer. -
0 Land required to be set-aside for future acquisi~on by the Courrty for future right-of-way needs to be
sh vm on the site plan. Required 208 swale areas must be outside of set-aslde_anea. -.~0'208' Calculations for the site are required for runoff of asphaitic surfaces -(pavement, roofs, etc.) . .
within the Aquifer . Sensitive Area. Show the quantity of asphattic area, volume required and provided, :ale area required and provided. , - . . . ° .
0 Provide a copy of roof detail sheet oc state construction of roof. Metal roofs do not have to`go to aale,.while asphaltic or built-up roofing is requiced to be handled by a swale. If HVAC equipment is
. proposed to be located on the roof then the roof area needs to be included in swale calculations unless
HVAC unit is sealed and self contained. Show atypical sedion of a swale. The swale must be*sodded and side slopes should not be steeper :
than 2:1 for up to 12" in depth. For 'swales with greater depths use 3:1. The top of the swale should be a-minimum 2' above the drywell lid. ' - Y - '
~ Provide botiom of swale elevations. 0 Provide details of Spokane Courrty Type A and/or B drywells.
Provide drywell grate elevatlons.
Cuidelines for StormwaLer. Management ' , - . , . .
Spokane County, February 1998 • • '
r
~ ' .
. ~ ~
~ ~ $ .
PS n 0 K ~ N ~ - d7~ ~ a a~l ~ K ~ li . C~ Q U N rI- Y
DIViSION Or ENGINEERING AND IZOnDS • A DIVISION OF T!-!E PUl3LIC WORKS DC•!'ARTA9GN'f
Williain A. Johns, P.E., Counly Engineer Dennis M. Scott, P.1:., Uirector
AGRLEMENT TO PAY rE
ENGINrL+'R'S AGRrEMENT NUNIBER 54
T11is agreeiilent between Spokane Coullty andvillage Apartments Limiten rartnership ,
k"a"'C"''""""'bpokane Housing Ventures, Uen. Ytnr
wl;o.---e interest in the project is
wapr
ss :,-w: veci sslco this 1 s t day of Decem'ber , 19 96 .'1 his agreeiiient is applicable to the project
ZS:
~~5i'Si Jc~[':i?t7t c~S-TP-TIit~.Ti~lff~~' 1Ticr15Ui~U~cP'J
I,ilat tlle hv.lividuals and parties nailied llerein as having aii iiiterest in tlie above described property or project agree
to tlie f^_.llowin-1: .
1. <<e`.»burse Spokane County for project review and inspection fees as specified in Chapter 9.14 of
cl~n Spc,kane County Code. The fees will be based on actual salary costs incurred by Spokane
Ce.uIncy f:~, project reviews anci / or inspections plus a ten percent administrative charse, and will
Ix• uilic(; n:,}sitlily as accrued. A»y billing i11110UI1tS dUC, including any eXpCIISES 111CUfCCd in the
coUection of an overclue account, must be paid prior to tlle County's acceptance of the project for
Filing. If a project is approved and/or filed with a balance still owing, the unpaid balance shall be
paid withfn 30 days of the invoice date. '
2. i l;e undersigned agrees that these fees are due and payable upoll receipt of the billiilg as specificcl
ai»ve.
3. Aiiy invoices not paid within 30 days of the invoice date will be considered deliilquent. lf any
outstandins balance on the account for this project is not paid within 30 days of the invoice date,
no furtlier revieNvs of the nroject clocuments Nvill be concluctecl until the entire account balance is
paiJ. Any balance on tlle <<ecount (or this projecl noc paid wichin 65 days of the invoice date may
result in tegal action or the initiation of otller collection procedures, includins referral to a
collection asency. The Sponsor will be liable ('or any and all expenses incurred by the County for
the collection of overdue accounts.
4. The monthly billing should be sent to the attention of:
NAME: Village Apartments A'1"1'N : Helen 5tevenson
ADDRESS: c%o 5G5 E Mission
CITY, STATE: 5pokane, WA
Z1P CODE: yy'LU'L
PIIONE 4tS4-6/3j
1 understand chat ritiilure [o pay these fees may result in clclay in completion or approval of the project or other
pnssible sanctions.
Project Numbcr: 00006357 Iml: 1 Application 171i,~= 08i03/2000 Page l of 2
THTS IS NOT A PERMIT
Penalties ivill be asscsscd for commencing work without a permit
Pro%ect Infor»iat[oir:
1'ernlit Use: 2/S7'ORl' APARl"tl'IEN7' BU[I.,DTNC (10 UNITS) Contact: FRANK/NW REGlpNAI. TACILITATOR
Address: 525 E IVIISSION AVE
C- S- L: SYOKAN`E, Wf1 99202-1$24
Setbacks: Front [.,eft: Right: Rear: Phone: (509) 484-6733
Group Namc:
ProjECt Namc:
Site Inforinatiojt:
Plat Key: 006045 Name: SF-1216-99 District: S
Parcel Nurnber: 45202.9068 Block: Lot: A
SiteAddress: 9817 E GTH AVE #OS Owmer: Name: NORTHNNqEST REGIONA-L FAC
SPOKANE, WA USA 99206 Address: 525 Eil'fiSSiQN AVE
Location:: SPO SPOKANE, WA 99202-1824
Zoning: UR-22 Urban Residential-22
1Vater District: 011 MOllERN Hold: ❑
Aiea: 52,708 Sq Ft Width: 0 Depth: 0 Right Of tiVay (ft): 0
Nbr of Bldgs: 3 I`Tbr of T)wellings: 0
Review Iiiforntation: - - - _.w... ,
Department Revic~il
BUILDING 12eview Coordinator Released $y:
I-Iold Reasons:
Permit Conditions:
BUILDInjG Plan Review Released By:
Hold Reasons:
Permit Conditions:
PLANNING Landuse 12eview REleascci By: . . . ' Hold Reasons:
Permit Conditions: -
BUILnING Environmental (SEPA) ;R.eleased By:
Hold Reasons:
Pennit Conditions:
ENGINE Site Arainage Revieiv
~Relea~°$y: - ~ ~
~ . . ~:t.se . . _ ~ .
Add AO"-WAO
~ .
Permit Conditions:
~ ~ -
Project Ntunber: 99009001 In-v. L Appllcation ~ Date: 9l27/99 Page 1 of 2
THIS IS NOT A PERMIT
. Penalties will be assessed for commencing work without a permit
Proiect Information• ^y1N\1\\\\•. 1\~\ W'\N\Y.~4L1~.L 1ti • t K\\•A•41YZYti\4h\\4Yti lt 'ti•`y♦` ♦VK M'hx N♦4~N1 ~\t~11t1\\YAN~NA~tiNN~y~N4K{,~tttiN\'.\\'~N `1X~ N'
,\\\N\\NK~1N~~\Z~N\\N\NNNN~VANM1N\N~N~\K~K~ <141~ C1t~`~Nti1K~LK2N4KK~2K• NtiN\\KVV~\\'NMVX`~~\N~KK~~<~~NM1KlN\\L\~VK~N\VKK\V~\1x1K,K 1ti1~\ti\14\\x`1•ttlL\~
.\N~\\\\\\~\\\~~'.\ K KtN
Permit Use: (2) STORY/(12) UNIT APARTMENT COMPLEX Contact: INTEGRUS
(BLDG #8) Address: 10 S CEDAR
Setbacks: Front NA Left: NA Right: 30 Rear: NA C- S- Z SPOKANE WA 99204
Phan (509) 83B-86 1
~
Site Inforn:ation: fxf. ~y Y~~
. ti. .G: '~:~$h~i~S~Cf.C<RCSCRrCC~S:...~~~?.h .{~}X~4~h7C~.S.Oh.: C •}:~Rti:.L~4 `V\KVY~ `11~•~•....~~~`.V:..l..Il.::t
~£':.'C:a..:>i~\~~^4<."~C~.~Sf.'.~>x't"\`:~t~<{<•:^ti :a:'~.Y'•f~R~l~:Wr~'C0?~CYSKf:~:r~:>:..::~<S: r ~~e_ t<; t „•.F ^.:t +e•~ ,nvti.r K:yie; •t•: .<.t ~~•.e::.,:
Plat Key: 000000 Name: UNKNOWN District: S
Parcel Number: 45202.9017
SiteAddress: 9815 E 6TH AVE Oivner: Name: WOODRUFF HEIGHTS LTD P
Spokane, WA USA 99206 Address: 525 E MISSION AVE
Location:: SPO SPOKANE, WA 99202
Zoning: UR-22 Urban Residential-22
Water District: O11 MODERN Hold: ❑
Area: 43,268 Sq Ft Width: 0 Depdi: 0 Right Of Way (ft): 0
Nbr of Bldgs: 0 Nbr of DNvelli-ngs: 0
.
:iv~'~ti :t:..::::z;::.,.`.ti. .;w, • ~~•'~~>:::ia~t.vi:.+s~vs::::..~::~ti:~~e+:'•.3%a~"+r.a~:w>ca~r3~r•3•33;??t:;::itiLti~.i,~~~~C:~:~.?s~::_:~i..;~3
Revietiv In ormQtion:
2t~....v>tiv~\ ~ ~~\\~v4:::: y ~ :•.;....r.. v...ti: ku....--•....... x.:, x;~xac~~•.a.«::•: . •
Department Review ~ - .
BUILDING Review Coordinato ~
Comments: BUILDING Plan Reeq-*ew
Coin:nents:
BUILDING Landuse Review Comments: ENGINEER Site Drainage Review
Com em ts: z 6'/
i
ENGINEER Approach Permit
Comments: ~
UTII.ITIES Utilities (sewer)
Comments:
FIRE DISTRICT Fire District Rcvicw
Cocnments: >t: :el.z~~22. ".~;..,'~Z;;>:•::;; `:''•i
TtT ~ > : •:ti.~.v :ZiZ'. t.......
~ 1L ' ~'~4'.\1 .
~{\`•.;.Z.ti ..............1...1.
~ ~'~.\\\1Y k•~~:~. ~'J~:
Perniits.
.~::::::::>.:;.~~>:-....:::~::;:~~...~..:::>4ti .
.Project 7'ransnzittal
nivisiun of Brrilcliug atid Code Eirforcenreiit Nervnr•nject E]
1026 W. Broadtiva}, Avetiue
Spokane, WA 99260 1~'L I; ;r v! G7..-etO~ Prei~iorrs pre-app meetiira T~•ansmittal n~ctc: ~-f~=Nd~r , etof~er-~0,2 ~ Plnn revisioas~
Sife Address: 9817 E 6TH AVE Project Number: 00006357
Parcel l1lumber: 45202.9068 d C j c~
spo ~ 3 Z
Zoning: UR-22 CO OQ~ Fire Disfrict: FD 01
Water District: MODERN U
eip
Applicant: NORTHWEST REGIONAL FACILITA Owner: NORTHWEST REGIONAL FACILIT
525 E MISSION AVE 525 E MISSION AVE
SPOKANE, WA 99202-1824 SPOKANE, WA 99202-1824
(509) 484-6733
Contact: FRANK/NW REGIONAL FACILITAT Occupant:
525 E MISSION AVE
SPOKANE, WA 99202-1824
(509) 484-6733
Contractor: UNKNOWN Arch /Engineer: INTEGRUS
UNKNOWN 10 SOUTH CEDAR
UNKNOWN, WA UNKNOWN SPOKANE WA 99204
( ) - 0 5098388681
Project
Description: 2/STORY APARTMENT BUILDING (10 UNITS) ,
Building Landuse Engineer Utilities Health Fire Dist Assessor
REV SITE PLAN/A0.1 x x x ~ V \
REV LANDSCAPE 1~- -
PIAN/L1.1
PROMISSORY LETTER
i~
LANDSCAPE ESTIMATE
"00 AN ./I
~01 ~ k
Tliis transmittal is being circulated along witli the iridicated docunzents for your reviefv. Time[y review of
t{:e inforniation is importat:t Please notify tlie Project Coordinator as well as tlce applicant arid/or contact
of any major deficiencies. If the documents tneet wilh your approval please notify the Project Coordinator
as soon as possible such that we inay iticlude your sigii-off on the permit application.
Project Coorditiator: SHATTO. JULIE
Pltone: (509)477-3675 Fax: (509)477-7198
CLC
Associates Inc.
M nmil-e cmnao L.m cmwtima c-
FORMERLY -Iqzm
rw~~
707 West 7th Suite 200 September 16, 1999
Spokane, WA 99204 I.P.E. # 99259 FIECEIVED
509-458-6840
509-458-6844 Fax
Spol<ane, WA Denver, Co SEP 1999
Spokane County Engineenn~g
; 1026 West Broadway Avenue gppKqNE COUNTY ENC"NEER
Spokane, Washington 99260
Attn: Gary Nyberg Re: Woodruff Heigjits Apartments at 6'h & Farr Road
Revised Drainage Subfnittal
, Dear Gary:
~ t~r=
~ Please find enclosed t= copies of the revised grading plan for the above reference
, project for your review and comment. Very little changed with this plan. A couple
, of buildings moved and parking shifted a little, but nothing that would affect the
drainage report. Also, a temporary pond was added to handle the runoff from phase
1 of Woodruff Heights until the phase 2 asphalt is installed. The shape and
allocation of Pond C also changed in order to try and save some trees. Please call if
you have any questions.
Sincerely,
In]and Facii c Engineering Co.
Matt Zarecor, P.E.
Encl.
cc: File
Planning
; Engineering
Architecture
Landscape Archirecture
Land Surveying
Project Transjn ittal
Divisioit of Bccilding aizd Code Enf'orce►rient Ncw project E]
1026 W. Broadrvay Aveirrie
Previorrs pre-upp nreeting ❑
Spokane, WA 99260
Transmittal Date: Fritlay, October 27, 2000 Plaii revisions
Site Address: 9817 E 6TH AVE Project Number: 00006357
Parcel Number: 45202.9068
Zoning: UR-22 Fire District: FD 01
Water District: MODERN
Applicant: NORTHWEST REGIONAL FACILITA Owner: NORTHWEST REGtONAL FACILIT
525 E MISSION AVE 525 E MISSION AVE
SPOKANE, WA 99202-1824 SPOKANE, WA 99202-1824
(509) 484-6733
Contact: FRANK/NW REGIONAL FACILITAT Occupant:
525 E MISSION AVE
SPOKANE, WA 99202-1824
(509) 484-6733
Contractor: UNKNOWN Arch / Engineer: INTEGRUS
UNKNOWN 10 SOUTH CEDAR
UNKNOWN, WA UNKNOWN SPOKANE WA 99204
~ ) - 0 5098388681
Project
Description: 2/STORY APARTMENT BUILDING (10 UNITS)
Building Landuse Engineer Utilities Health Fire Dist Assessor
REVISED LANOSCAPE
PLAN/L1.1 i~ X
~
~
I
This transmittal is beiitg circulnted along with the iiidicated docujnefits for yaccr review. Timely review of
tl:e informatiott is in:portant. Pleuse notify tlie Project Coordijiator as well as the applicant and/or cotsfact
of any major deficieitcies. If the docuinet:ts meet with your approval please ►:otify tlie Project Coordiiiafor
as suon as possible stcch tlint we rriay iiiclutle yvur sigi:-off on the permit application.
Project Coordinntor: SHATTO, JULIE
Pl:one: (509)477-3675 Fax: (509)477-7198
v
IN,rt,LG R US
A R C H' T E C i UR E
~~'~~1VED SPC° COlJNTY
October 25, 2000 o C T2 6 2008
BUILDINu„,,L ~..~c ENFORCEMER-
1 o souzH cE 0 A R gy:
Mr. Jim Millgard
SPOKAPlE. ~r1n 99204
P 0. BOX 1482 (99210) Dept. of Building and Planning 1026 W. Broadway Ave.
FAx 509 838 2 194 Spokane, WA 99260
5 0 9 3 3 8 8 6 8 1
RE: Spokane Housing Ventures Plan Review Comments
Hidden Pi»es Apartments
9817 E. 6`h Ave.
INTEGRZ/S Project No. 1980603
. Dear Jim:
Enclosed is a revised landscape plan (L1.1) showing 5' of Type III landscaping along
the north property line. As a result of these revisions there will be an estimated
increase of $5400 to the nursery costs in addition to the $53,000 originally bid by the i o n a o C z
contractor.
:arry a t. :e..
Thank you for your attention and assistance in resolving these issues. Please call me T~-
if you have any questions or concerns. 3a °
Sincerely,
P, ;a•.)r E
INTEGRUS Architecture, P.S. - O.-, S ; - -
u2t;!;J • -
~ Cs~'►~.~
Preston Potratz
Project Architect
J:197-98\9806.03\D0CILT-PPJ M2.doc
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Enclosures
'e e
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pc: Frank Carpenter, NRF
Tom Shine, INTEGRUS ' •~4' t'
Butch Hoover, INTEGRUS
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Parcel: 45202.9017 ~ .
Owner: BARRATT PROPERTIES, INC. 4:,Lu4 v134 ' 43 1',!A-LW' 44OLuLWu1 1+',LV1.uSl.{4r2G1.G:16
CoOwner: 4Z010803
Owner Address 4~ Z~~~4~Gl.Gl 19
6010 E BROADWAY AVE SPOKANE WA 99212•1029 a;2czc~eoa 4:bG2 C-4 1 ' 4~G1.Gz7
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522 S WOODRUFF RO SPO - ~ 0Zua~2Gtc8C~ 4.
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451010721
Legal Description `
20-25-44 PT OF SE114 OF NW114 DAF; N20FT OF W382FT OF E6 4~62G7; 7 ~1 4%111 1•2 u;g
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• Notice; This is not a legal doaumertt. Data dep)cted on this map is general 8 subject to constant revision. It is intended for reference use only.
Legal documents shouid be obtained trom the appropriate agency.
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Parce1:45202,9050 • Owner. BARRATT PROPERTIES, INC. . . ' 4~LULV114' ' 4:IAtL.1@Sltl 4:lu4NSuI 44LuI.uS1G1.0:6
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CoOwner: 4;2GtG8G3 4, 4.20 1.GC B
Uwner Address - 4hG1.G' lv
4:202.0804 4:b0201 1 4:10 1.0'27
6010 E BROADWAY AVE SPOKANE WA 99212•1029 , 41,2020719 4~
G1.G;3.4
4510 2GBG t ~ ~:2G1.GS1 t 4:2020728 ' 4;2GtG81C ' .tr`2G2G6'4 4~iu1. G;0
SiteAddress i20719 b52G2G7ZG l'~ ~ 45tGtG;t`
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ADDRESS UNKNOWN, SPO 4 G2~4 2G2G8(4 41- t
45102.0711 , t, ~4( 7
Legal Description . 6109 q; 1,2 120-25-44 BEG A7 SE COR OF NW1/4 DAF~ BEG AT SE COR OF 1 ~'2a2~~ ? as2GLG724 , 4s~a~ 2>> ~ ~ ,2G2 G72 2 121 4. G2 :2GZ G91. ~ 2~q
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TH N ALG E LN OF NW1l41155FTTH W PAR WITH S LN OF I4;2Gt.111 x }
NW1 J4 ; - ~ 451.01. ~ ~1.1' 16 ~q:261.2111
278FT TO TRUE POB TH CONT W150,27FT TH S40FT TH W32FT 4r281.1~,4 -
TH S TO N LN OF SIXTH AVE TH E TO A PT 278FT W OF E LN OF SE11 . 45301. t'n21
OF NW114 TH N527FT TO POB EXC N20FT AND EXC ST 451029017 45201, 1E16
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4.2GZ q646
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' S1 O3i~NE CV~~~Y
HEllRIllG 'EXAMINi~~
~~TNf,,S Ol' 1"AL.T. ~~~CLUSROIlS A11D ORDE4i
INTRODUCTJ.VN
This matter has conie before the I-Iearing Exai'W'ner Committe.e on October 21, 1993,
'r'he members of the Conimittee present are P)iil Harris, Chairperson, Verona
Sauthern and rrank Yuse.
PROPOSAI}
The spansor, Ronald ]VIolalid, requests appraval of a Change of Candi6ons,
ZE-59A-721ZE--106A-72 to existing Urban Residential-22 (UR-22) zanes to modify
building height, Cielete c:otlditiOrSS Tequiririg roadway dedications and improvements,
and ro allow an increase in density for 109 niultiple faniilyr dweliiiigs on
approximately 5.3 acres.
FINI3I1VGS O1< 1+AC']' ANI~ CON~~LUSIONS
~ 1. The property is gertierally ]ocatecl rlortll of and <idaacent to 6th Aventiie approximately
200 feet east of 1"ilI'I' I~o,td in the iNW 1/4 of Se-ction 20, Town07ip 25 Nor-th, Rai7ge
44 EWM, Spok~anc Coiintv, Was[iington.
2. The Hciarin~ Ex.ltlllne-I' CQt11i71i1C~e aCIDpC5 th e Plilrlrllrig DeparttiieIit Repait as a pztirt of
this rccortl.
3. Tt1e e741,St1[lg lill°1d 115e(s) fIl L}leareta areapartments, siTiale fan7ily dwellings, a
rnan«fttCtLired liOttIe ]NIt-k-t1E1d 1111cieVelOPed property.
4. The proposed use is con7patible witli existiiig uses in the area, vk+hicii iiiclLide ai-nix of
singie family -ar1d m11ln f',1r111iy d%vellings, a mtYnuFactured liDr~~e pizrkat7d coniniercial
tyscs.
5. The Coariprehensivc l1han desigz7aCe5 thi5 site as Urbzrrio The Urban category is
intenCled C4 p i-avicl e t}i e oE~I)oc-tu 111 ly for developmeri t o f a "city-like" envyron mr-nt
wliich inclLrdes va,-ious 1;il7d LIses, inletYSiv-- z'e5i[leQitiitl develQprtletit and ne[ densi[ses
of 1 to 17 dwellEng iiiiits peracx'e. Tlie ptopC}seci densily of 20.45 dwelling orixs per
acre is consist~~~~ %V1111 11)e dcnstty'rttnge of thc Uz'ban czitegol-y of Che ConipretieTisive
Plan.
6. The existirig zoniii~ cloes ii7i~~lernent arid c4nfc~rni to tlie ~1rb~~n ~;trttgory of tt~e
Compr-etiensive 131ill3.
7. '14lie Artcrtnl Ro{rd I'l:111 E1C;S';~rl4ttcs Gt~~ ~~ve~~~~~t~ticij~tc:erl< <c~ t1l~. si~e{ts it 7c~c;ti7 ~►cc:ew~
street. 4tri ,r'1vermeai1d I's~rr~ f~oad are designizted gas Cokctor At-terials and 7t1i
A'4'e11,11e CC7 (Ile SQI1111 Is deSIgniiSE.'Cj as a Miror ArterNaD
8. The existir;g zont,7g offlic pj~cipci-ty deticril~ed in E~~e app11C:'niOn l4 UI'IJLtri IZesidentisxl-22
(UR-22) , previusly est:tbllshecl as iulti-F.tmily SlibLIrhe"In (]vi_FS) zoning in 1972.and
HEC Order for ZE-5 ~t, -12/ZE-106A-72 Page 2
.
redesignated to Urban Residential-22 ('CJR-22) on January 1, 1991 pursuant to the
Program to Implement the Spokane County Zoning Code. 9. The provisions of RCW 43.21C (The State Environmental Policy Act) have been
complied with and a Determination of Nonsignificance was issueci. The Hearing
Examiner Committee, after independent review, hereby adopts the DNS.
10. The legal requirements for public notice have been fulfilled.
11. The owners of adjacent lands expressed disapproval of the proposed use and cited
increased traffic anc.1 pi-oposed building Ileight as their concerns.
12. The applicant has de►»onstrated that condirions have substantially changed since the
original zoning oF this arett t1nC1 accordingly, the proposed change of conditions is
justified. Specificttlly, c;hanbed conditions include the avtilability of public sewer to the
site and develoPment of high densiry residential uses within the area.
13. The proposed use will not be detrimental ro the public health, safety, morals or
welfare especially in li~}it of tiie canditions recommendeci by the reviewing agencies.
14. The Hearing Examiner Comiiiittee additionally finds that the proposed site plan
provides adecluate bufl'ering, in the form of greater setblcks to mitigate impacts upoIi
the adjoining sinblc l-,iiiiily dwellings.
CUNIJiTIUNS (1IZ C()\''I'IN(;I;NC[laS f1t'PLIED "I,O "I,I-IIS AI'PIZ(aVAL
1. All Conditions impase:ci by the T-learing Lxaminer Comrnittee shall be binding on the
"Applicant," which tcml shall ilIclude the owner or owners of [he property, heirs,
assigns, and successors-in-interest.
2. The following Conditions of Approval apply to the real property described below:
That portion of the sOutll h~ll('of the NW 1/4 of Section 20, "I"ownship 25 North, Range
44 EWM, described as follaws:
Beginning at apoint 608 feet north of ttie southeast corner of che \'W 1/4 of Section 20;
thence north 547 fect; thence west 1993 feet ro the county road; thenc;e southeasterly on
;he east line of said roac1, 608.5 fcet, [hence east to the point of beginning, LXCrP"1' that
portion thereof lyir~g west of the following described line:
Beginning c'tt the sou111c;~ist corner of said NW 1/4s thence north 00°02'46" east along the
east line of said NW I/4, 1 155 f'eet; thence south 89°43'UO" west paUallel with the south
line of said NW 114, 428.27 feet to a roint; thence continuing south 89°43' west, 206.02
feet to the easterly linc of FaUr Raad; thence south 00°26'07" west along ttie east line of
Farr Road, 504.78 feet; thence on a curve concave to the left, having a cenrral angle of
90°43'07" a radius of'20 Ieet, for a ciistance of 31.67 feet to the north line of 6th Avenue;
thence alOng IIIE !1(.~("IIIC;I'ly IIt1C Of Cth Avenue the following two courses: north 89°43'00"
east, 04.58 feet, north 8 1°45' l 5" easr, 90.21 feet, to tt point which is ttie point of
bCg1[1I11I1g OF IIl1S IIII(; CII;SCI'1pllOll; lllf;IlCe I101'[Il 00°2GO7" east 472.35 Feet; thenCe sOUth
89°33'S3" east 32 f'eet; iIience noc-th 00°2fi'Q7" east, to a point 20 feet south or ttie ►iorth
line of the south 1155 feet of the NW 1/4; thence south $9°43'UO" west para!lel witli the
south line of s<<id NW 1/4 to a point ori the e.ist line of Fan- Road; thence north 11ong said
HEC Order for ZE-591--,.-72/ZE-106A-72 Page 3
east line extended noIrtli 20 feet to the nortil line oi the south 1155 feet of the NW 1/4
being the terminus of this line; and EXCEPT that portion conveyed to Spokane County
for 6th Avenue by Deed recorded September 9, 1974 under Auditor's File No.
7409120276; and EXCEPT that portion conveyed to Spokane County for Woodniff
Road by Deed recorded September 12, 1974 under Auditor's File No. 7409120277; .
Situate in the County of Spokane, State of Washington.
SI'OKANE COUNrt'Y PLANNING DEPARTMEIVT
1. 'I`he proposal shall comply with the Urban Residential-22 (UR-22) zone as
amended. 2. The applicant shall develop subject property generally in accordance within the
concept presented to the I-Iearing Bocly. Variarions, when approved by the
Planning Director/desibnee, may be peimitted, including, but noc limited to buildiiig
location, landscape plans and general allowable uses of the permitted zone. All
vru-iations must conform to regulations set forth in the Spokane County Zoning
Code, and the oribin~~l intent of the development plans shall be maintained.
3. Approval is requircd by the Planning Director/designee of a specific lighting and
signing plan for thc described praperty prior co che release of any building pemlics.
4. Direct light From any exterior au-ca lighting fixture shall not extend over the property
boundary.
5. T'he Planninb Depcirtn»ent shall prepare and rtcorci with the Spokane County
Auditor aTitle Notice noting th.it the propec-ty in question is subject to a variety of
special conditions imposed .is a result of approval of a land use action. 7'his Title
Notice shall serve; as piiblic notice of the conditions of approval affecting the
property in question. 1'he "C'itle Natice should be recorded within the same time
frame as allowed for an appeal and sliall only be released, in full or in part, by cile
Planning Department. The Title Notice sheill generally provide as follows:
The parcel of properfy legally clescribed as 1_ J is the subject
of a l1T1CI use ~iclic►rl by a Spokanc County r[cariiig Boay or
Administrativc C)ffic:i71 on ( impUSing a variety of special
developmciit cuncliliuns. C'ilc i\'u. I is available fur
inspeclion ancl cupying in thc Spokane Cuunly Planning Departrncnt..
6. Ttle Owner sh.ill ncoociate; with the Cenrral Valley School District and submit a
recor(ied copy of a voluntary ilgft;elllt;tll Illak l11g pI'OV1S10I1ti rOI• piiblic schools prior
to issuance ofa buildin" J)e►-mit. Thc agrEement shall provide a written descriptian
of ttie subject property to wliich the agrc:cmenc applies and also s[atc the dollar
amount tlnd afly other aJrccd to niit:gatinb tlleaSl11'eS.
Voluntacy abi'CCllll';IIIS bCtwl;Cll IiIC OVVIIC(' a11CI SCIIOoI DISIi"1CI SIIaII COC1fQf171 CO IIIe
requirements of tlie IZcvised Code oi ;V:1SI11I1gIOll Chapter 82.02.
HEC C?rder for ZE-59,-.-12fZE-106A-72 Page 4
SPOKANE COUNTY pY'VISION OF ENGINEERING ANU ROADS
Prior To Issuance Of A Buildina Permit 4r Use Of The Properrv As ('roposed:
1. Regarding the change of conditions lc for ZE-59-72, 4th Avenue has already been
dedicated west of Fa-r Road there is no further reauirement for the dedication of 10 feet
along Fourth Avenue, all other conditions of approval are applicable.
2. The request for change of conditions for ZF-106-72 lb, the COLinty Engineer waives
any further requirement for right of way dedication on Woodruff Road. 50 feet oF right
of way was dedicated by the original properry owner. The applicant sh<<11 submit for approval by the Spokane County Engineer road,
drainage and access pl<<ns.
4. The applicant shall submit for approval by the Spokane County Engineer and the .
Spokane County 1-Ieaith District a detailed combined on-site sewage system plan
and surface water disposal plan for the entire project, or portion thereof, if the
development is to be phased.
5. A parking plan .inca traf(ic circulation plan shall be submitted and approved by ihe
Spokane County Engineer. The design, location and arrangement of parking stalls
shall be in accord<incc with standard tr:tffic enginecring practices. Paving or
surfacing 1s capprovecl by the COLinty Engineer, will be required tor any portiort of
the project whic;h is to bc; Occupied or tr,lveled by vehicles.
6. To construct the roaclw,ly improvements stated herein, the applicant may, with the
approval of the COLinty C~i(yiiieer, join in and be willing to participate in any
petition or resolution which purpose is the forniation oF a Road Improvement
District (RID) for said iiliprovement, pursuar.t to RCW 36.88, as amended.
Spokane County will not parcicipate in che cosc of these improvements. This is
applicable to Woodrufr Road.
7. As an alternarive nietllcxi ot" constructillg the road improvements stated herein, the
applicant m<<y, with the tipproval of the COLinty Engineer, accomplish the road
improvements stated herein by joining and participating in a COLinty Road Project
(CRP) to the extenr oF thc -required improvement. Spokane County will not
participate in the cosr of thESe improvements. This is applicable to Woodruff
Road.
8. The construccion of tlie ro.td improvemerlts stated herein shall be accomplished as
approved by the Spokane County Engineer.
9. The County Enginecr hns designated Typical Roadway Section Number One, Local
Access stiitlClarci for tlic; improvement of 6th Avenue, which is adjilcent to the
proposed clevelopmcnc. This will ;equire the addition of varying amounts of
asphalt. "rlle C011Slt'tlCllUll OCCIIt•bing and sidewalk is also recjuired. "(,he applicant
shall construct 6th nvenue consistc;nt with that alreaciy built alonb 6th Avenue per
the zone chan~e.
10. "I'he COLinty Engiiiec:r h;is clesignatcd Typical Roadway Section Number One, Loc;al
Acccss stitnclard far the improvement oF Woodniff Road, which is adjacenc to the
'HEC Order for ZE-59ti-12/ZE-106A-72 Page 5
proposed development. This will require the addition of approximately 32 feet of
asphalt along the frontage of the development. The construction of curbing and
sidewalk is also required.
11. All required improvements shall confornl to the ctlrrent Scate of Washington
. Standard Specificatioiis for Road and Bridge Constntction and other applicable
County standards and/or adopted resolutions pertaining to Road Standards and
Stonnwater Management in effect at the date of consrruction, unless otherwise
approved by the County Engineer.
12. Access to Woodniff Road shall be prohibited until such time as specifically
authorized by the Spokane County Engineer. 13. Roadway standards, typictal roadway sections and drainage plan requirements are
found in Spokane Board oF County Commissioners Resolution No. 80-1592 as
amended and are applicable to this proposal.
14. No constniction work shall be performed within the existing or proposed public
right-of-way until a perniit h<ls been issued by the County Engineer. All work
within the public roacl right-of-way is subject to inspection and approval by the
County Engineer.
15. All required construction within the existing or proposed public right-of-way is to
be completed prior to ttie relcase of a building permit, or a bond in an amount
esrimated by the County T;n~ineer to caver the cost of construction of improvements
shall be filecl With tlle CouHity Lnginc:ei-.
16. Applicant shall si~n ancl record Spol:,Ille County Notice to the Publ:c ~~o. 6 which
specifies the followin(':
The owner(s) or succcssOl-(s) in inter-est agree to ctuthorize the County to place theil-
name(s) on a petition for the forniation of a Road Improvement Disrrict (RID) by
the petition method pursuane to Chapter 36.88 RCW, which petition includes the
owner(s) propert}►, ancl ftic-tlier not to object, by t11e signing af a ballot, the
forrnation of a RID by tlle resolution metliod pursuant co Chapter 36.88 RCW,
which resolution includcs tlle oWner(s) property. If an RTD is Fornieci by either the
petition cr resolution methocl, .ls provicled for in Chapter 36.88 RCW, tne owner(s)
or successoi-(s) further tgree:
(a) Cl1i1t Cfle 1111OI'OVCl11Cl1C OI' C0I1St1'LICIIOII COIICeIl1Plated within the proposed RID is
feasible;
(b) that the beneCits to be clei-ivezl fran-i the formation of the RID by the property
included thercin, ta~ether ~~~ith the ~imount of any County ptu-ticiparion,
exceeds the cost and expense of formation ol' the RID; and
(c) that the property within the; proposed RID is sufficiently developed.
Provided further that rhe owner(s) or successor(s) shall retain the right, as
authorized uncier RCW 36.98.090; ta object to any assessrnent on the property as a
result of the iiiipi-ovenleiics callec'1 far in conjunction with the forniation of the IZI.D
by either petition or resoltition nletllcxl under Chapter 36.88 RCW.
. , .
HEC Order for ZE-Sy. _12/ZE-106A-72 Page 6
This requirement applies to Woodniff Road.
17. All other conditions of the zone change are applicable. SPOKANE COUNTY DIVJSION OF UTYLYTIES
1. Any water service for this project shall be provided in accordance with the
Coordinated Water Syscem Plan for Spakane County, as amencied.
2. Applicant shall make connection to public sewer system. Sewer connection perniic
is required. Plans at1CJ Sp(',CIICations are to be reviewed and approved by the
Utilities Depc-unment.
3. Applicant should contact tlle Utilities Department co determine charges.
SPOKANE COUNTY T-I EALTH UISTRIC"I'
1. Sewage disposal method shall be as au[horized by the Director of Utilities, Spokane
County.
2. Water service shall be coordinated through the Director of Utilities, Spokane County.
3. Water service sh,tll be hyan existinb public water supply when approved by the
Regional Engineei- (Spok,ine), S(ate Departnlerlt Of I-Iealth.
4. A public sewer systeili will be i1iade available for the project tind individual service will
be provided to each lot Ea►-ior to sale. Use af individual on-site sewage disposal systems
shall not be authorixeci.
5. Use of private wells and wacer systems is prohibited.
SPOKANC COU\TY 1)[\'ISIO\' Or f3UII,DINGS
1. The appliciillt Sllall coimict chz Depw-tment of Buildings at the earliest possible stage in
order to be infomieci oF code requirements adriiinistered/enforced as authorized by the
State 13uilding Code Act. Design/cievelopment concerns include: Addressing, fire
apparatus access ro<<cls, fi,-e hydran[Jf7ow, approved wa[er systems, bui(ding
accessibility, construction type, Occupancy c1assiC'ication, exiting, exterior wall
protection, anci enErgy cocie i°egulacions. (Note: 'f lie Department of I3uildings reserves
the right co coiifirni the ~tctual address at the time of building pemiit.)
SPOKANE COUN'I,Y t111Z POLI.,UTION C0N"C'ROI... AU"I'I-InRI"1'Y
1. All air pollution I-e(.Tul,ttians 111LIst be met. This includes bLIt is not limited to the
following:
2. Air pollulion regul<<tions require tlliit dust emissions during demolition, cons[rucrion
and excavation projects be controlled. 1 his may recIuire use of water sprays, tarps,
, - .
- ~ HEC Order for ZE-59r~-72/LE- 11 06A-72 Page 7
spnnklers or suspension of activity during certain weather conditions. Haul roads
should be treated, and emissions from the transfer of earthen material must be
controlled, as well as emissions from all other construction-related activities.
3. Measures must be taken to avoid the deposition of dirt and mud from unpaved
surfaces onto paved surfaces. If rracking or spills occur on paved surfaces,
measures must be taken immediately to clean these surfaces.
4. All traveled surfaces (ingress, egress, parrlcing areas, access roads) must be paved
and kept clean.
5. All solid fuel burning devices (wood stoves, pellet stoves, etc.... ) must comply
with local, state, <tnd fecleral rules.
6. Debris generiited as a result oF this project must be disposed by a means other than
burning (construction wt►sre, etc.).
CENTRAL VALLE'S' SC!-IOOI., DIS"I'I2ICT
1. See Planriing Dcpcirtnicnt Cancfition No. 6.
SPOKANC COUN'I'Y I~ t1ZL I111Z0rfLCT10N I)ISr1,12IC'I' N0. 1
1. rire deplrtmcnc ~ic.ccst -;ill 20 foot lanes rcqtiit•c 30 foat inside radiLis. Entrance isliillCJ
will need to be setbac:k so as tIOC 10 1fllel'FtI'e W1CIl FICC Department access. A11 gaces
must have Fi►-e Departmcnt access.
2. Water supply - not eIIou('h ;nformation is given to deterniine fire flows or required fire
hydrants. It appetars th,it approximately three additianal hydrants will be required.
.
• - sy ' •
r~ • ~ HEC Order for ZE-59,t,-721ZE- 106A472 Page 8
, , .
OR12ER
The Hearing Examiner Camrrli ttee, pursua.nt to the above Findings af Fa^t and
Conclusion, AFPRDVES the t-ipplicatioii af Ranalcl Moland for'the Change of
Condinons as described in the applieafion ZE-59A-72IZE-,106A-72.
Motion by: Vcrona Souklierri Seconded by: Frank YLIse
Vote: (3-0) UNANIIv1OUS 7'O APPROVE TRE CHANGE OF CONDMONS TO
MOD~~Y BUrLD,iI~G HEiGHT, ~Z-LE-TE CDNDITIONS REQUIRING
Ra~DWAY Dr~~ ~ATroN ALLOW 109 M-ULTI FArvtrLY
DWEr1LINGs .
1 iF-Al1117G EJAJ1kMINi_+il COMA*'l1rl1Td:E
EEREBY A'TT~STTO TF-IE ABQVC FINDIN~5, 0R.~E AI~~] VO~'E
~
~
f
~
fl '
\
~~~ST.
For WALL,IS D. HC..1,BBf11Z❑
Plarrr,ing Di-rector
AD I N 1~. : S CO) ~1
49enior PlEinner
Ll
. , - 7
at~
Pursuaiit to County regL11~1Uons, tt~~~~ ~~ggrieved pErrty hr,ls [lie riglit to appeal this written
decision to th e Spoka ri e Cotl ~1 ty B oo i-cl of CoLi nty Com niiss iqners witliin ten N 0} ca le rid ar
days of thhe signing of t17is order. ;~~~n receppt oi an a 1) peaI, a pubfic hearing will be
scliedLiled. I'f yoct desii-e to f31e yoiI r11ust stibmir a written appeal,
preferably on fornis clesi(irtie(l f'ol'SUc~~~ JAH-POSeT t❑ tiie Bozird of Count-y Comnlissioners,
W. 1116 Broadway, Spoknne, WA 99260, tdntig with a $2[}0 processing Fee payabie to tlie
Spolcane Count}f 7'reasu,~er.
if you have any questions, p1e;;se call ihe Pl~innint, Depar-(rnent at 456-2205.
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After Recording Return T'o: Spokane County Engineer Attn.: Right of Way Department
Document Title: Notice to the Public No. 4
Grantor(s): Hidden Pines Limited Partnershio
Grantee(s): Govemment, County of Spokane
Legal Description: Portion of NW '/4. SEC. 20. TWN. 25 N.. RGE. 44 E. W.M. ,
Additional Legal Description: See Page 2
tAssessor's Tax Parcel Number(s): 45202.9068
Reference Number: ,
Log In Date: Sentember 6. 2001 Requested by: P. Hamer Prepared by: G. Nvberg
Pucposc: B98190 RF No(s).: ] 206 Road Name(s): Woodnif.f Road
SPOK:.ANE COUNTY DIVISION OF ENGINEERING .
Spokane County, Washington
NO. 4
NOTICE TO THE PUBLIC _
IN THE MA.TTER OF AGREEMENT WAIVING PROTEST TO FORMATION OF ROAD
IlVIPROVEMENT DISTRICT: KNOW ALL MEN BY TBESE PRESENTS, That
Hidden Pines Limited Partnership, a Washinp-ton Limited Partnership
being the owners of the following described lands in consideration of Mutual Benefits to be
. hereafter derived do for themselves, their heirs, grantees and assigns, hereby agree to the
following:
There may be a need in the future to construct a public road to serve the lands -herein described.
Said road shall be constructed in accordance with the then adopted Spokane County Road
Standards for public roads. Said road to follow, as near as practicable, the existing County road
right of way.
If additional right of way is required, the owners, their heirs and/or assigns agree to deliver to
Spokane County a properly signed and executed Right of Way Deed covering the required
additional right of way.
The owners or successors in interest agree to authorize Spokane County to include the below
described property in a Road Improvement District (RID) and to support the formation of a Road
Improvement District for irriprovement of the road(s) described below by requesting and
authorizing Spokane County to place their name on a petiticn for formation of a Road
Improvement District pursuant to RCW 36.88.050, or by requesting and authorizing Spokane
County to cast their ballot in favor of a RID being formed under the resolution method pursuant to RCW 36.88.030, and/or by not filing a protest against the formation of a RID being formed
under the alternative resolution method provided for in RCW 36.88.065 and Chapter 35.43 RCW.
%
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~ - - 4631246 Pa e: 2 of 3 ~
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09~1312001 10:50A
r.niiUTV cMturca u Qn nn c,;Ah►,o r.,, We .
If an RID is proposed for improvement of the road(s) described below, said owners and
successors further agree: (1) that the improvements or construction contemplated within the
proposed RID are feasible, and (2) that the benefits to be derived from the formation of the RID
by the property included therein, together with the amount of any County participation, exceed
the cost and expense of formation of the R]D, and (3) that the property within the proposed RID
is sufficiently developed; provided, the owners or successors shall reta.in the right, as authorized
under RCW 36.88.0901 to object to any assessment(s) on the property as a result of the
. improvements called for in conjunction with the formation of a RID by either the petition or
resolution method under Chapter 36.88 RCW and to appeal to the superior court the decision of
the Board of County Commissioners confirrning the final assessment roll; provided further, it is
recognized that actual assessments may vary from assessment estimate so long as they do not
exceed a figure equal to the increased true and fair value the improvement add to the property.
By allowing a building permit to be issued on property having access from an unmaintained
County road, Spokane County assumes no obligation for said road, and the owners hereby
acknowledge that the County has no obligation of any kind or nature whatsoever to establish,
examine, survey, construct, alter, repair, improve, maintain, provide drainage or snow removal on
said road. The requirement is and shall run with the land and sha11 be binding upon the owners,
their heirs, successors or assigns, until said road is improved to Spokane County Road Standards
and accepted by the County for maintenance. .
The undersigned owners, their heirs, successors or assigns hereby release Spokane County, and all
its offcers, employees and agents from any responsibility or liability for any damage whatsoever
to the hereinabove described lands and improvements thereon as a result of allowing a building
pernut to be issued on property which is served by a un-maintained County road.
This Agreement applies to the improvement of WoodruffRoad .
RF No. 1206 , by grading, draixung, surfacing, curbing, paving, and sidewalk construction,
including traffic control facilities and related work.
,
These requirements are and shall run with the land and shall be binding upon the owners, their
heirs, successors or assigns. The Road Improvement District (RrD) waiver in this agreement shall
expire after ten (10) years from the date of execution below.
The above conditions and covenant apply to the following described properiy:
ASSESSORS PARCEL NO(S).: 45202.9068
Tract `A'of SP-1216-99, R.O.S., AF #4437118, Book 16, Pages 60 & 61
Situate in the NW 1/4 of Section 102 Township 25 North, Range 44 East,
Willamette Meridian, County of Spokane, State of Washington.
2
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4631246
~ I I ~ II I ~~~1312001 o10.50A
fYIIIIJTV GV.TIJCrR h! 4fi fin 4nRhM1a f'.A YfA
WITNESS 1VHEWR F, the 9]ndersigried h55 Cau5ed this 1Y75tTL1ment to be e7CeCl~ted OTl tF115
. 1 C~ay Qf
~
$y:
Jay e .d,~e~neral Partner
~i en i e~irnited Partnership
STATE OF WASHZNGT[3N )
CDUNTY OP SPOKANE ~ ss
k
I Certify~ that I knDw or have Sat1SfaCtOry evidence th~~ A7~,c-4.
~ .
(is e} tM indiNlidu wha appeared before me, and said individual(s) acknowledged that
elshe/they) signed this xnstr,imeflt, on oath sGated that (helshelthey) (wasliyere) authvrizei to
execu ~e inst~unt ar~d ac ledged it as the
a
a
t~ the free and vo1untary act of such party for the uses and purposes rnentioned in the
instru rnent.
r p~
Dated this ltj day 20 ~ ~ .
_ .
~~1~DTA.RY P~B~.IC .
In and for the State of Washingtvn,
.
~ ~~'~~~k'•~•.~ ~ residing at Spokane,
dM-
My appointment expiress-~~- Z) .
• ~
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~ -~1J~1.1~ ~
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F # YV A~~%,%N
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`4631247
11 ,
o 11
~ ~13~2001 10;51A
111111 ~ 11INTV F~If:TIJCGA N an nn 09 cnnVanp r.n We
After Recording Return To: Spokane County Engineer
Attn.: Right of Way Department Document Title: Notice to the Public No. 4
Grantor(s): WoodruffHeip-hts Limited Partnershio
Grantee(s): Government, County of Spokane
Legal Description: Portion of NW'/4. SEC. 20_ TWN. 25 N.. RGE. 44 E. W.M.
Additional Legal Description: See Paee 2 '
Assessor's Tax Parcel Number(s): 45202.9069
Reference Number:
Log In Date: Sentember 6. 2001 Requested by: P. Haroer Prepared by: G. Nvberi!
Puipose: B98190 RF No(s).: 1206 Road Name(s): WoodruffRoad
SPOKANE COUNTY DIVISION OF ENGINEERING
Spokane County, Washington
NO. 4
NOTICE TO THE PUBLIC .
IN THE MATTER OF AGREEMENT WAIVING PROTEST TO FORMATION OF ROAD
1MPROVEMENT DISTRICT: KN4W ALL MEN BY THESE PRESENTS, That
0
WoodruffHeiiahts Limited Partnershin. a Washinitton Limited Partnership. being the owners of the following described lands in consideration of Mutual Benefits to be
hereafter derived do for themselves, their heirs, grantees and assigns, hereby agree to the
following:
There may be a need in the future to construct a public road to serve the lands herein described.
Said road shall be constructed in accordance with the then adopted Spokane County Road
Standards for public roads. Said road to follow, as near as practicable, the existing County road
right of way.
If additional right of way is required, the owners, their heirs and/or assigns agree to deliver to
Spokane County a properly signed and executed Right of Way Deed covering the required
additional right of way.
The owners or successors in interest agree to authorize Spokane County to include the below
described property in a Road Improvement District (RID) and to support the formation of a Road
Improvement District for improvement of 'the road(s) described below by requesting and
authorizing Spokane County io place t„eir name on a petition for formation of a Road
Improvement District pursuant to RCW 36.88.050, or by requesting and authorizing Spokane
County to cast their ballot in favor of a RID being formed under the resolution method pursuant
to RCW 36.88.030, and/or by not filing a protest against the formation of a RID being formed
under the alternative resolution method provided for in RCW 36.88.065 and Chapter 35.43 RCW.
l '
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~ ~
r
4631247
09~13j2001 o10:51A
M11hITV GIJI:TN[CR u ¢n m e~nhno N a
If an RID' is proposed for improvement of the road(s) described below, said owners and
successors further agree: (1) that the improvements or construction contemplated within the
proposed RID are feasible, and (2) that the benefits to be derived from the formation of the RID
by the property included therein, together with the amount of any County participation, exceed
the cost and expense of formation of the RID, and (3) that the property withi.n the proposed RID
is sufficiently developed; provided, the owners or successors shall retain the right, as authorized
under RCW 36.88.090, to object to any assessment(s) on the property as a result of the
improvements called for in conjunction with the formation of a RID by either the petition or
resolution method under Chapter 36.88 RCW and to appeal to the superior court the decision of
the Board of County Commissioners confirming the final assessment roll; provided further, it is
recognized that actual assessments may vary from assessment estimate so long as they do not .
exceed a f gure equal to the increased true and fair value the improvement add to the property.
By allowing a building permit to be issued on property having access from an unmaintained
County road, Spokane County assumes no obligation for said road, and the owners hereby
acknowledge that the County has no obligation of any kind or nature whatsoever to establish,
examine, survey, construct, alter, repair, improve, maintain, provide drainage or snow removal on
said road. The requirement is and shall run with the land and shall be binding upon the owners,
their heirs, successors or assigns, until said road is improved to Spokane County Road Standards
and accepted by. the County for maintenance.
The undersigned owners, their heirs, successors or assigns hereby release Spokane County, and all
its officers, employees and agents from any responsibility or liability for any damage whatsoever
to the hereinabove described lands and improvements thereon as a result of allowing a building
permit to be issued on property which is served by a un-maintained County road.
This Agreement applies to the improvement of WoodruffRoad
RF No. 1206 , by grading, draining, surfacing, curbing, paving, and sidewalk construction,
including traffic control facilities and related work.
These requirements are and shall run with the land and shall be binding upon the owners, their ,
heirs, successors or assigns. The Road Improvement District (RID) waiver in this agreement shall expire after ten (10) years from the date of execution below.
The above conditions and covenant apply to the following described property:
ASSESSORS PARCEL NO(S).: 45202.9069
Tract `B' of SP-1216-99, R.O.S., AF #4437118, Book 16, Pages 60 & 61
Situate in the Northwest Quarter of Section 10, Township 24 North, Range
44 East, Willamette Meridian, County of Spokane, State of Washington.
2
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4631247
0911312001 o10:51A
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IN WIZ,~TESS ~~T! the undersigned has caused this instrument to be executed on this
'
► ~iay of , ~,Gr•~, , 20 ei/ .
✓
By: //i~e ii,~
Jayn AA G~neral Partner
Woo ru eights Limited Partnership
STATE OF WASHINGTON )
COUNTY OF SPOKANE ) ss
.
~
I certify that I know or have satisfactory evidence that c.1z'~oLe-
Vare) -ua~
the~_rn,.d`ivld s) who appeared before me, and said individual(s) acknowledged that
(he/she/they) signed this instrument, on oath stated that (he/she/they) (was/were) authorized to
execute the inst ment and acknowledged i~ the
of ' c~ ~'~,L %r.,
~ ~
to bthe free and vol~intary act of such party for the uses and purposes mentioned in the
instrument.
KZ , , -
Dated this A) day o
A~OA-
20 a/ .
~
z
P..`STE~F
\,`'SiOre F~;NOTARY PUBLIC ~
. F ~~~`'~c` ~ In and for the State of Washington,
" - residing at Spokane.
My appointment expires •oZ T) ~
o
~ y",', ~ _ ' v,, . c r J~`~~``~~
{V1 I I11~~~~`
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ri~~~l`rj RE ri ~la.'r B 0A R D 01 i'S LO VNT Y 0 r,) !'IM .l.ti7S 10 N _1PIR ►.~i ~F ~S POKr% 1q L YT d S 141S:1.1"1,t3~59..
xN THr NfATTER 0f' CI'IANGING TI-TE Z0NIIvG WiP )
FRONf AGRIGULTUR.FiI, TO MULrl'IPLE I~'AC'4ILY ~
SiJBUPBAN DN PROFERTY LOCATEU Ifq ECTIDi4 20, ~S Cl L U `1` 1 Q N
TOWINuHIP 25 RANGE J:row.m, ~ ` .
. ~
;P[~KAN?; COUNTY, WASH~i'`1C'i'UN. ~
Th e abo ve - en ti.~lec'. mat t,e r. c ama.r.g c~ii regu".ar1_.r` fcr Yie arJ ng be f ore t h~ ~oar c~ o f :,c- u~t:v
Camniissione?^s of Spokar:e ~oLiiity, on t-,hi.s day, an' appear~~~g 'Llo the
So,1~ b~ -t I ia 1,= tne S* p o k an e Co t.ir.t y I11 _an n i.r.g ~oGr-~:R i5 s io n h as gil, ve r. e, u e no ~.~.c~ ^ ot h e h e a~ •~~g
:.l t}'ti'_ Ci!a'L'FEI:' iS't 'Uh' iilannPr i3.i1d fOX' th2 prC~u1d6'd b-v yclW} ;:::'r,'.Li; r"v.am' n~
has he].d, a pub3_ic hearin~ ~s require~ ~ and that the saia P]_anrx:t~ig Cc,-mn=.,e--
y:ion croncuar•~ in ul~c. plan -to zorie Li)e f'ol:~~~ing d~~;cr,`_~~d propert,y as:
iIi;LTIPI.~E F~~!,1,'1Li.{ &SJUBURBAN '
.
~:r.
T„2 .~i' e7lSt 2'18 ieG't O-C t'he Noi.i.ti7 wc::8t oi u:iv So'.3.th 1,'~ ~ ~.J f'~et ~ ~-~a' °=y-'~ ~=v
"ee~ ; c f' w r;, e E~.s t~ 6I~ f e; ~ -i: o ~ i: r~, e S or~ :s'r~
t• ri , T~~-
~v L~ a~ L c~ ~t iV a _ k, h 210, La~-w. ~a `~:h e 'r~..ns1~ 1)8~ ~ , .
~ a 1,5fyeet of -th~ BE' 'Ve of i.he 19W ~~F ~ectioia 20.
, e.. sa~ :
} ,~~r~ v-.0R.I SJ]1J ~1 ~ - fr : 'i^y .Lfl i i. 4oi ~ r• 1 ~ ~ ,+~4 ~j~
' [~ir_ G~~~~~.'^~,.C~w~~~....~ ~ yti~~ o.,. ~ - - ~ - .
~4~~4~1~ s ~~~h rti~4i'L1J~ ,C'4~
7 Qr Zoneri ulIdSr ~~.u ~ic~.~ion o'~ ~~IUL~.'I:PLE ~'i'~~IILY S'~1~3URBAiV as dei~.re~ in x-.?-~e
Zs,siii.rig Ord:inan.c~ SiDakane Couni:y, adopt-ed Au;ust- 2;, as ~men~ed.
1~ i
ria~D FTiJ1RT ~ r • Yl '1 i f i 1~.elFea.J~sf'•~.~i~ 'v._ "l ~ t~:~.' a~JCvei~~d'el"`,` ~~yc•-+Lr LdJ
;-z~:} '~:ti"~c~. 3:-'-~F ',G~1
:E~e ~--.;ab;c ct 11-o til].e fol.low3.I'lg cunditioll;:
1 ~c.I P~~ 4. i o.1iil a 6-ci 1-m p r o v a- IFie a~'._.
a) Ded:tc:aLion and irrprover~en~ tk-_1 5polkane Gour. wy stsxzdards of the South _`50
~ee'; o ~ the ad~rertis~:~i ~~~~~pert} fox~ r=~.g~~;r of ~+a~r Ab~~~w~aae, extenc~erl) q
De!~.L::t3ttio3`i. c."1~YlCI .F.Il1~3:1"0V~''1ilE?_'i L. -1.~• ~.p`~.1'`!a ~:o~,.Lil l.,~j~ s~e.~.~'IfF~aY°°[.t~~r.' ~~~1k :~~1.~iU ~y .~~C'~.
f th e Sou Lh 220 ee t of the advpr uised propex•ty for _►'•~ght of ;{a;r (Woocira i f
_ ica_u 4 extcnded) 2. kpar:'tmei7L Densi-t;,y arid I3uildinGF-le.igY~,ts..
The advertised praperty sha-1-1 be deireloped ? y: subs~~antia1 coraformax±ce wir.:h
subkni.tted cie-ufelopment plan; i.e., 1 9z an~ ~ sUory ga.rden apartments. The
wa.Fal rurr~~~~ ~f a:partment uni-Ls withIr the pra~,ec~L sha.~l no-L ex~c~ed 55,
3_ =l.pproval of -kccess. ~
~ ~r7 +-~~y~'Ype1y~'- .bL~ tss n~~~.-%~. ~.n'.. Sil~`!!~C T"!I~
~~4d1~4Ll F~4 1 l~l~_~1~ ~~1.~n ~1L~I~ F~,{sl;1~ry : Vb ~ 1 .~I~• i.'.G.i`L~S. .y ykfrl~i-4 ~ t
*11 5~+ S ti !
'`~~M'fY" 1Ji 1._L 4e.
F, 2..1
d 4 ~ e,ti, 5 ~ c~r_ :r!-~0 77 x'o~!Lr l:
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c
~1 5 ' ~y, f~ ~ 1~ ~ } rr ~ • r' ~ ~ f e J..:,L i t=_ J. u•.. r~+ a.
-ry s~y~sS y-;r1~ti-~ ~G 1 i~`}G^.F." '~7"'L'°~? „~l ~a..~~.'W~n,M '~~-.-.•ru.
u t'. 4.~..} ti~1~. •J s.~.sl.~=..L. U 4 1J1~L'1 ~7.,L'Jti+i..f, M~a~a.1. 1=r--.+ Ci.~~h - L~ y
5.~f
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~ F`~ , - r•y i 9 +-~e ~tr, ~ti...! r~ n ~-!.m_~!T . "oC%,dl.`3?yi~ ~~hi.ti~_ nov Q'; .~.r'~ li
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•_"r-t, V~`-` ~y...,L ~ .Y -~5 -~.~rL . . , - ~~'•~L~~
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Ja~~,s• ~~Y•~r. •
? ti _ • 1- Y.~ ~ s ~ fw
b ~ A ~~:r':::11`' ~ r"" ~~r.- .4•ftij ~ i~.~='~ ~ ~s~ ;A~,
~ ~ ~ ~ i ' ~ • ` e ~ ~ - i
pCt i" C~ f ~ r~ I'• t cy E- ~ rr +'k ' i
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f -l~'Jifs9p4 r-'`~ t~`i~~ :..i..~"'k.. . '=7C•.r c.e.'~~`~, 7.'i~, .i U ! .
~ i lk~~ } "C: ` ,c.11 I--~ - wTti'y ~ +5- • s ~ r- e
aiy
~sGw7.rS_`i.bC:.~{~. ~3t~ O~'1~]aNi`~e.r G~.c~;~aso'1~'j'+'a i~a.J"~.'~'~~1" }".;.~7]I']f1~.st~ a.)` 1',:i;17`CV0_
L'^+ 1~~ ~ Y
~l } ^3f .yksi~ oL, ~JLL . ~:~'+Y 'P'.1.GS"yr`~~ Vf ~kr f~ rr ~ F„Ti~ ~'-}o~ ~d
:
, . • . -
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c; .'►ny pori;.ion of t11e adver•i;:i_sed propert;y whIch i.s to be acrupiecl or• I-x•d•JC'.i.eci
by au±ormoLyles Shall. be tria? -ntuz.ined, in hai'd sur fa.^.e pavi.n
d) Open parlcing ax•eas sr.all be ur.l4 gh;,ed, except t;hai; drit✓eways, w;ullcwa,ys,
a.nd lanuscaped t.raffic is3_~ndra}r ~:e ~.1. tir~~i~~a~eu. l->y ;.c~ar
~
' r~ ' .l
t n~
o►.1 star:;xa.rd:; r:oi: exceeu:i.ng ;:ig:i-h (8) ~~et- in heiglit;.
e) '1.'he design, locaLiont and a.rrange;-nent of parki.ng stalls s1ia11 be in accor--
dance wii:'z sl-andard traffic er.,".neerir~g pT'3C{ 3.CG'S. P;.antia:g St:"a.DS
A.e-ndsc:apAci traffic islands may be required by the Da.rector of Planring
for parlt_inb lots whicLt con-td:i.:► more thai 20 park:i.ng st;alls.
~ Lar.dscap:im.
: ll land areas not occupied by buxld-ings, parking and paveci roaclways sha:i.i ue
la.xidscaped, planted, and Rl3Xl~t-ained irc anpropriate turf a-ad 5h:t'L+bhzx'y.
F.:RE P20tECtiG7'.t.
Provisioxis shall be made for f:ire hydl:ants in accordwice with the reauirerr;e?l-Cs
of the Spolcane Va11ey F'ir-e Marsha-1.
Sewage Tr•ea►;rnento
mhe advertised praperty shall l:e ser•ved by a biologi.cal, mechanical waste waLer
11reat-ment faca.lity accep-table to i:.he Spokax.e County Health District ur~.ess a
community sewer syst,em is exter_ded to tlie si-te.
,
PASSFD Rv THF BOARD Th.TS DM, Y Qr
~
,
BOARn OF COiTiVTY COM14ISSIOrIERS
OF SPOKAIVE CflUNTY, WASHl-NGTON
JERRY C. KOPET, CHM.
, . ~.EI?
TT1'JSTa
V.EPtvON W. C'rLLAND
C1eric o:f. the Board
t~, • , . .
• , . /B,j ~ ' , ~ f . - ~ • y,f
I ~
Dep~,ty ; .
Th:is is to cer'l:.if.y i;ha;; Zhis is a.
and corr-eC,t copy of Resal,.vt:i.on
No. 77 1.3.0:3 pasoed blv
t{". h2 drd th:i S da j% :'J r
i~
p ' I A • ,
B,Y
/D Jy ~ L..-
~ ~
~
~ hek'e'-,ti :,e/'tif;r 'i;hat; I havE p C•5e i:. , I..^-.
abc-,rD c`r:,al 7,e.. a.nd =ev•_s-io11s o_i tne Zdnirjc~
-
Mc"'.fv ..:t the ''~,iL__di?"ig UE'j.~aY'i•i:?e,.17: P_t:_^,
(:i0 i;:tX't''Gi Ct' rt-a.iy t'Clc t ZU;1F' C Ic.SS' .,:1.--
~:,?_t:ion cha.nge. -is 1,hc sat-ie as aeS c::ibed
a?. c vea::d. S'2--;, -.tirL ar ~j-,e ai'; L a cr e dmiap.
SIGNFD;
DA'AI'LU ~
~ .
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3LFo~E TfE' BcARD or couNTx Cavu~zss:ILar~ERs 01'SPOKIsNE c-MrvTv, WAsHIr:GTON.
zE-q.~~v-,-- ~
)
IN ''HE M.AT.'ER 4I< C11ANGIIvG 'I'I-LF. ZOAJING MAP )
T`ROM AGRTCULTURAL TO MULTIFLE FAMiLI SUB'JPBAN j R E S dL U11 CN
ON PRCPER'rY L0(;ATED IN SECTYnN 20,mL OWNSB w? )
N . , RANCE L~4 y E .4! .M . SPQKAIVE COUNZ'Y, )
VASHIhGTON. )
The abovP-entii;led rnat;te.r coming on regular.ly L'or hear:ing before the Boa1~3 of CounLy
Commi.ssioners of Spokane County, WashingLon, on this aay, and it appeari.ng to tYie
Board that the Spokane County Planning Cornrnission has gi ven due notice of the hearing
on the matter in the manner and for the ;;ime provided by law; •that said Planning
Cor.imission has held a public hear:i.ng as .recluired ; and that the said Plann-i_ng Comrris-
sion cancurs in the plan to zone the following descri.bed property as:
!ftJLTI.r71E FAMILY SUBURFiAN Beg:.nning at a point 278 feeL- west and 608 fee't north oF the SE corner• of the
NW 14 of Section 20; thence North 512w27~ ~~ets thence West 594 :Feet; thence
aauth 539.49 :Ceet; 1:hence East tc~ 't-1hepcirit of bpg'i-nning. Secticn 20, Towm.sh;p
25 N.. Range uj~, E.W.M. Spokane Coi.~n~:y, 4~~asi1~.ngton.
NOW, TH~RET'7RE, BE IT RESQLVED, l;hat tr:e above-described property be, and tY:e sa;r~e
~s zoned under t ~~e ci~ssi~ica~L-ion_ of hiULT'~~LE FA~~ILY SUBUR3AN as de~'~.ned a.~ ~he
70n-i-ng Ordinance of Spokane County, ac?op tPd August 25, 1953 j as arnended.
AiVD _T'[JTHER nE IT RrSOLVED that any deve'i-opmPnt on the ahove-aescribed proper'cy sha-iy
he suk;jact to t;he following condi L-ions:
1. iED:I:CATIONS AND rMFROVr34ENTS .
a) Dedication s.rid i.mprovement o:.' ~50 fool; r.ig))t of way i.n ~he Fara Rnad
alignment throilgh the advert.-ised ?roperty. Zmprovem.Qnts she? i.:1.clv.de
pavirg, curbs, sa.dewalk, -and d~-a1 ra.ge cor_t.rol.
/UDedication d.ica~~.;;n ~,~:d imnro~~emE,:t c•~' xoo, ~ig:zt ;,f u~ay :ir~ ~hA Si~cth R~venur
igrme:1~;; Lrom .rarr Road to _~}:e ~a,~t b~undar,y of the }~~~°o;ject. The j.mprov4-
nts and the a_.ignnlent shayl be uLCCep~able b~~ the Spolcane County Engineer
d, thc 1~~'.]:'P CL~U~" of ~'la.r~r~iYi~ o
and ~_mprovernen; Spr~►ca.ne ~:ounty Standards of ~the Idorth 1 C~
et or the adverti;ed prcper-ty FOLorg ~4:.h Avenue for r/w. Improvements
sha.l3 inelu~le cu.r. h, sa.de~w~~.: ?:ad ~~:~~.ian0 to Ax-,sting oal.
I~
~ 2. ORZENTATIUN Or S i'RUC`"JItES, BU7LDTNG HEIVcl'.PS ,APAR`.L'N!EIVrl' DrNS:t'J'Y e
I
ThE advertised property shali L-E developed in substantial confor-ma-ncE ~,o t}ze
app:oved development plan; i.e: , two and three s-tory garder, apartments wiLh
accQss to I'arr Road. The tc lv-al number of a^artment units within the pro ject
sha=t.i not exceea 120.
3. 0 ' F--STREET r ARK..Ti..NG - L`LVELOPMuNT.
a.~ Off--St.-aet parking facil-_Jti ~~s and cor~~Ect.ing roadways shal:~ ,r.ot occupv
ary are2 wii;hin 5 fze~ c~:: an-`~d~ace:;t res:.der.tia1i cr Ag.ricu-1 'Cw_ral zone
outswcte t;h4 apartment pr:;_r-c{ are,;..
.
`Jl SC?:'~° ~3 Yo'L't"y'•-~:'vJ0 ~L?'~.:.;~c~12,5 , a`^_Sigl''2 st'.a.i.~_ ~:e pY'OVid2C~ cLCs;g t'~.~1£
per Iphe ry oz a.ny- ef.f-s-tree;: i:3ar'•.cing nr conne;.L,yng :oudway
Jc~.:~:4 an~r rEs`~ dc:~i,:i:~.~;. ag~•i ck~ ...~~;e ~ 'he ~c.~ Qz:: s: ~.1.1 'r.~
C onS tr~,.c' C.1"A al I12 :t 2_:. e~...~ 72? ~ , 'r~t. ~ t~.r ~ or• F'tI ~1 ~12.1"L. -f-UY'CUe
~ ~ ae T' r i i;~ V r~ 4~
ra nLa:l;ed screen or 0122a(rortal fence o~ ~a_J.d ornamen.t,y,l masonry
~.~~t 1 a
ci Al"i:y pG1'i."lon cj.i* tf:e advertiScU PtOpeX't.:» 4JA''.'C(1 1S tc be Oc'i:UjJic'G 01" t'"aVf'l`S'
by aut.Qmobiles sh21.1 he maintained irVl:r;,r:j :3urfp.ce paving.
d) Open ;Ja;'1C.i:1g i?Y.'e~S Shall tal. I.iIl.]..1.ghVeCt, e_":c°~J~:. [il:~t Gx'1.Vh:Lu'j7Sq 1rJLLi.i~Wa~+'s.
and 'LarLdscapeu t,ra.C fic i1lands yrEay be :L1'.-_urn%r.at-e+y by 10:+1 intensi. ;;y _-igt3ting
on ti~ndardr izot excQedii-q= eight (8) _E'~et, in h.eight.
I -
. . . , ~
r .
# ` .
des' gri,T :LacatTu~ld Z.ir;°ar:Serrl:.3Tlt CA-' pa~";;ing : Ai31~
~C': ~.k- d EIr.ce rt1 ~tt~i:ciar,~ ~.r•a~,;.`~.c ~;J-n~ p rac4j c•~3.
o r lazid,caped #,t,•ty f'.,E'a c is.l r_kr.d , s ruay lDe reqtzj_red t:~y L1ie D.i.rector a t` P1.arilli flo
L'c~~~ ptarlta.ng lats wriicli cont-L11.11 tna~-c Uia.rt 20 i)arking si;allss.
LANI~SCAPI.NG.
A11 7 and areas ric-t occl.tpied by lnuildi,ngs, parkxng, and pav'eci 3oad-ways sh{Al
be la,ndscaged, planted, and maintained ii-i appropriate tur•f and snrubber~ .
F:f.RE PRCYCFCTION.
Frouisions sria].l be made far tire hydrarkts and mains in acco.-dan'Ce w3.th the
requi remen Gs af the Spokane VziI-ley T'ire Marst~a-l.
J ~ S i.~WA~'iE TREA`'lNENT.
T'.~te advertised prQpe.ri:y s17al1 L-e served by a biological, mechar±ica1 wtira~ ~e
water t~eat;rrent facility accep-L-ab3_e to :iie 5-oalcane Coun~y I'leal*:h Dist~~ ct
,antil anc: unless a cammunity sewex~ sys?~-P-m i~ e-xtendeci ta ttre sike 4
~
'u' ASSED BY rr-l.ILE BOART3 ."[-II S Di~ ~ OF
$JilRD Or CDUNT'x GOkATI-ESI'~NERS
CF SPOKANE CJUNTY, 'WA5!? XNGTON
KAR4Y---M,r- L ..u. .
f.~
. ~ s .
,,E P'x'JN W. 01i:L~'~ ND
Cierk ollf -tt~e Board
. ~ ~ . -
~
~
} DK~'~
u ' .i s 1 J 4 V S+ w. i" 1 J. ~Y l~~~. a:I .r 1 11il ~,L1 r- tli Lae
pas s e d by
5
, he Garc t2'li S d a.y' o f
9 `~I'? ~
By! 1 ~ { ~ ~ ,(~•~X~
_ ,
/ D~putV
~
I iie-r^eby certi fy tlia-t 1 have posted ti1e
ahove charlges an1 revisions on the Zoring
Nlap ar~ th%e Bui.lding Ccde3 Department.r
and do fux•ther certi fy tha'L- -tl1e zox~~
classificatifln chaMge is the sa-vtie as cAescribed
abov~ and shown on the a'titached r~~~.
o -IGNED,,
DA"~~Da
b
4631246
o 10;50A rniitiTv rurTUGra u an nn cR42m r.A We
~ •
After Recording Return To: Spokane County Engineer
Attn.: Right of Way Department Document Title: Notice to the Public No. 4
Grantor(s): Hidden Pines Limited Partnershio
Grantee(s): Government, County of Spokane
Legal Descriptidn: Portion of NW SEC. 20, TWN. 25 N.. RGE. 44 F. W.M. .
Additional Legal Description: See PaLe 2 ,
Assessor's Tax Parcel Number(s): 45202.9068
Reference Number:
Log In Date: Sentember 6, 2001 Requested by: P. Hamer Prepared by: G. Nvberg
Purpose: B98190 RF No(s).: 1206 Road Name(s): WoodruffRoad
SPOK:ANE COUNTY DIVISION OF ENGINEERING
Spokane County, Washington
NO. 4
NOTICE TO THE PUBLIC _ IN THE MATTER OF AGREEMENT WAIVIlVG PROTEST TO FORMATION OF ROAD
IlVIPROVEMENT DISTRICT: KNOW ALL MEN BY THESE PRESENTS, That
.
Hidden Pines Limited Partnership, a Washinp-ton Lirruted Partnershiq
being the owners of the following described lands in consideration of Mutual Benefits to be
. . hereafter derived do for themselves, their heirs, grantees and assigns, hereby agree to the
following:
There may be a need in the future to construct a public road to serve the lands herein described.
Said road shall be constructed in accordance with the then adopted Spokane County Road
Standards for public roads. Said road to follow, as near as practicable, the existing County road
right of way.
If additional right of way is required, the owners, their heirs and/or assigns agree to deliver to
Spokane County a properly signed and executed Right of Way Deed covering the required
additional right of way.
The owners or successors in interest agree to authorize Spokane County to include the below
described property in a Road Improvement District (R.ID) and to support the formation of a Road
Improvement District for improvement of the road(s) described below by requesting and
authorizing Spokane County to place their name on a petiticn for formation of a Road Improvement District pursuant to RCW 36.88.050, or by requesting and authorizing Spokane
County to cast their ballot in favor of a RID being formed under the resolution method pursuant to RCW 36.88.0302 and/or by not filing a protest against the formation of a RID being formed
under the alternative resolution method provided for in RCW 36.88.065 and Chapter 35.43 RCW.
1
~ 4631246
0013 J2001 o 10:54a MIfUTV [Mr:TlJCCQ u Qn nn eM*„hno r.,, tia ,
1" •
If an RID is proposed for improvement of the road(s) described below, said owners and
successors further agree: (1) that the improvements or construction contemplated within the
proposed R.ID are feasibie, and (2) that the benefts to be derived from the formation of the RID
by the property included therein, together with the amount of any County participation, exceed
the cost and expense of formation of the RID, and (3) that the property within the proposed RID
is sufficientiy developed; provided, the owners or successors shall retain the right, as authorized
under RCW 36.88.090, to object to any assessment(s) on the property as a result of the
. improvements called for in conjunction with the formation of a RID by either the petition or
resolution method under Chapter 36.88 RCW and to appeal to the superior court the decision of
the Board of County Cominissioners confirming the final assessment roll; provided further, it is
recognized that actual assessments may vary from assessment estimate so long as they do not
exceed a figure equal to the increased tnxe and fair value the improvement add to the property.
By allowing a building permit to be issued on property having access from an unmaintained
County road, Spokane County assumes no obligation for said road, and the owners hereby
acknowledge that the County has no obligation of any kind or nature whatsoever to establish,
examine, survey, construct, alter, repair, improve, maintain, provide drainage or snow removal on
said road. The requirement is and shall run with the land and shall be binding upon the owners,
their heirs, successors or assigns, until said road is improved to Spokane County Road Standards
and accepted by the County for maintenance. The undersigned owners, their heirs, successors or assigns hereby release Spokane County, and all
its officers, employees and agents from any responsibility or liability for any damage whatsoever
to the hereinabove described lands and improvements thereon as a result of allowing a building
pernvt to be issued on property which is served by a un-maintained County road.
This Agreement applies to the improvement of WoodruffRoad .
RF No. 1206 , by grading, draining, surfacing, curbing, paving, and sidewalk construction,
including traff c control facilities and related work. ,
These requirements axe and shall run with the land and shall be binding upon the owners, their
heirs, successors or assigns. The Road Improvement District (R]D) waiver in this agreement shall
expire after ten (IO) years from the date of execution below.
The above conditions and covenant apply to the following described property:
ASSESSORS PARCEL NO(S).: 45202.9068
Tract `A'of 5P-1216-99, R.O.S., AF #4437118, Book 16, Pages 60 & 61
Situate in the NW 1/4 of Section 10, Township 25 North, Range 44 East,
Willamette Meridian, County of Spokane, State of Wash.ington.
2
4631246
,
09~13J2001 ~10;5QA
rniiNTV GNr:TtirGa ti 4n M c►,ri4anp r.A Wd
IN W~TNESS WHE F, the undersigned has caused this instrument to be executed on this
~ , .
1~' day of W~~~~~. . 20 i
~
ld, By: Jay eneral Partner
Hi imited Partnership
STATE OF WASHINGTON)
COUNTY OF SPOKANE ) ss
I certify that I know or have satisfactory evidence that
~ .
(is e) the~n who appeared before me, and said individual(s) acknowledged that
e/she/they) signed this instrument, on oath stated that (he/she/they) (was/were) authorized to
executr. the instru nt and ac ledged it as the .
.~c-r~r.c~~
~ , l~'~t~LP ~'~'~•~,r
o
to ble the free and voluntary act of such party for the uses and purposes mentioned in the
instrument.
I) Ij
20 o L.
Dated this ~C day o _
~
sTEi.NOTARY PUBLIC
P~~;~~•fi, Ers In and for the State of Washington,
.
residing at Spokane.
• .,.•F~'o ~ /
My appointment expires k ,-)d D el- •
• -
- • ~
' . -;UBI%G
24 ~'•'C'!~~
~F.WAS;
3
. . a
' -
4631247
` 0911312001 o 10:51A
MIINTY GIJCT~IFFQ N an m c~~4a~o r.~ Wa
After Recording Return To: Spokane County Engineer
Attn.: Right of Way Department
Document Title: Notice to the Public No. 4
Grantor(s): Woodruff Heiahts Limited Partnershin -
Crrantee(s): Government, County of Spokane
Legal Description: Portion of NW '!4. SEC. 20, TWN. 25 N., RGE. 44 E. W.M.
Additional Legal Description: See PaQe 2 '
Assessor's Tax Parcel Number(s): 45202.9069 .
Reference Number:
Log In Date: Sentember 6, 2001 Requested by: P. Hamer Prepared by: G. Nvberg
Purpose: B98190 RFNo(s).: 1206 RoadName(s): WoodruffRoad
SPOK:ANE COUNTY DIVISION OF ENGINEERING
Spokane County, Washington
NO. 4
NOTICE TO THE PUBLIC . . ,
IN THE MATTER OF AGREEMENT WAIVIlVG PROTEST TO FORMATION OF ROAD
IlVIPROVEMENT DISTRICT: KNOW ALL MEN BY THESE PRESENTS, That
.
WoodruffHei2hts Limited Partnershia. a Washineton Limited Partnershit), being the owners of the following described lands in consideration of Mutual Benefits to be
hereafter derived do for themselves, their heirs, grantees and assigns, hereby agree to the
following:
There may be a need in the future to construct a public road to serve the lands herein described.
Said road shall be constructed in accordance with the then adopted Spokane County Road
Standards for public roads. Said road to follow, as near as practicable, the existing County road
right of way.
If additional right of way is required, the owners, their heirs andior assigns agree to deliver to
Spokane County a properly signed and executed Right of Way Deed covering the required
additional right of way.
The owners or successors in interest agree to authorize 5pokane County to include the below
described properiy in a Road Improvement District (RID) and to support the formation of a Road
Improvement :District for improvement of 'the road(s) described below by requesting and authorizing Spokane County to place their name on a petition for formation of a Road
Improvement District pursuant to RCW 36.88.050, or by requesting and authorizing Spokane
County to cast their ballot in favor of a RID being formed under the resolution method pursuant
to RCW 36.88.0303 and/or by not filing a protest aga.inst the formation of a RID being formed
under the alternative resolution method provided for in RCW 36.88.065. and Chapter 35.43 RCW.
1 .
r
4631247
Pace; 2 of 3
09' 13J2001 10:51A
fY111NTY GIJf:TNGGQ W 4f1 M Cnn{rana f:n Wh
If an RID is proposed for improvement of the road(s) described below, said owners and
successors further agree: (1) that the improvements or construction conternplated within the
proposed RID are feasible, and (2) that the benefits to be derived from the formation of the RID
by the property included therein, together with the amount of any County participation, exceed
the cost and expense of formation of the RID, and (3) that the property within the proposed RID
is sufficiently developed; provided, the owners or successors shall retain the right, as authorized .
under RCW 36.88.0901 to abject to any assessment(s) on the property as a result of the '
improvements called for in conjunction with the formation of a RID. by either the petition or
resolution method under Chapter 36.88 RCW and to appeal to the superior court the decision of
the Board of County Commissioners confirming the final assessment roll; provided further, it is
recognized that actual assessments may vary from assessment estimate so long as they do not .
exceed a figure equal to the increased true and fair value the improvement add to the property.
By allowing a building permit to be issued on property having access from an unmaintained
County road, Spokane County assumes no obligation for said road, and the owners hereby
acknowledge that the County has no obligation of any kind or nature whatsoever to establish,
examine, survey, construct, alter, repair, improve, maintain, provide drainage or snow removal on
said road. The requirement is and shall run with the land and shall be binding upon the owners,
their heirs, successors or assigns, until said road is improved to Spokane County Road Standards.
and accepted by the County for maintenance.
The undersigned owners, their heirs, successors or assigns hereby release Spokane County, and all
its officers, employees and agents from any responsibility or liability for any damage whatsoever
to the hereinabove described lands and improvements thereon as a result of allowing a building
pernut to be issued on property which is served by a un-maintained County road.
This Agreement applies to the improvement of WoodruffRoad .
RF No. 1206 , by grading, draining, surfacing, curbing, paving, and sidewalk construction, including traffic control facilities and related work.
These requirements are and sha11 run with the land and shall be binding upon the owners, their .
_ heirs, successors or assigns. The Road Tmprovement District (RID) waiver in this agreement shall .
expire after ten (10) years from the date of execution below.
The above conditions and covenant apply to the following described property:
ASSESSORS PARCEL NO(Sl.: 45202.9069
Tract `B' of SP-1216-99, R.O.S., AF #4437118, Book 16, Pages 60 & 61
Situate in the Northwest Quarter of Section 10, Township 24 North, Range
44 East, Willamette Meridian, County of Spokane, State of Washington.
2
~
4631247
' A 49~13(2001 o10;51A
~ MIIIJTV CIIf`.TIJCCD U v'fl M Cnnbeno f`n W6
IN WIT~,~SS 70F, the undersigned has caused this instrument to be executed on this
`'°~ia y o f v~~.1/~ , 20 ei/ .
~
By:
Jayn (Au~ neral Partner
Woo u Oeights Limited Partnership
STATE OF WASHINGTON )
COUNTY OF SPOK:ANE ) ss
I certify that I know or have satisfactory evidence that
~ y J
~
.
01,,--'/are) th ~-na~~~a~s) who appeared before me, and said individual(s) acknowledged that
/she/they) signed this instrument, on oath stated that (he/she/they) (was/were) authorized to
execute the inst ment and! cknowledged i s the ;-,~t~~ ~ ~1~~,~~1•~,~
. . .
of ut~,cc~~~
to 1~9 the free and vol~ntary act of such party for the uses and purposes mentioned in the
instrument.
C.z .
Dated this day o 20 ~91.
STE
. ♦
~~SS~~~Fx~.•'L~ ~i~ NOTARY P'CJBLIC ~
♦ ~ c
~ Z': ( 1 i
In and for the State of Washington,
_ - = = residing at Spokane.
~ My appointment expires
'
o;L
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i- 9 i M Y L A R D R A W hJ VJ~t~~ Q
I
. . . f : .
S P O K AT-T E U N T Y
DMSION OF ENGWEERING AND ROADS A DNISION OF THE PUBLIC WORKS DEPARTyfENT
Date: July 19, 2001
To: John Larson, .
Building & Code Enforcement From: Gary Nyberg,
County Enginee .
Re: Release of Certificate(s) of Occupancy .
Project: Hidden Pines MFR
Address: Multiple
. Permit(s): Multiple
Enclosed is a copy of the accepted Record Drawing for the storm drainage system prepared by
CLC Associates. This drawing includes all drainage facilities for the entire apartment complex, formerly known as the Village Apartments and WoodruffHeights (Phases 1& 2).
The County Engineers release their hold on the issuance of every and all outstanding
Certificates of Occupancy.
gn\g:lcomm\Cof0re1ease. doc 1026 W. Broadway Ave. 0 Spokane, WA 99260-0170 9 (509) 477-3600 FAX: (509) 477-7655 (2nd Floor) 477-7478 (3rd Floor) • TDD: (509) 477-7133
. .
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Assoceates, Inc
July 19, 2001
Proj. Number S010261
M wf(iliate, of C.nEoradn L,end Cunsuhontti, Inc
707 W. 7th Afle.
suite zoo Spokane County Engineers
Sp°ka'e, WA 99204 Development Engineering Services
509/458-6840 1026 W. Broadway Ave., 2"d Floor
509/458-6844 FAx pliblic Works Building
clic-Dnic.corn Spokane, WA 99260-0170
Attention: Gary Nyberg
Re: As-built Plans for Hidden Pines (Phase of Woodruff Ridge)
Dear Gary:
Attached are as-built plans for the Hidden Pines apartment project for the stonn
drainage components of the project. We have surveyed the site after construction
and have determined that the facilities have been constructed as shown and have
adequate volume for both water quality and quantity control.
I have reviewed the construction and to my knowledge find it to be in substantial
conformance with the approved plans and standard specifications.
Sincerely, .
4 RECEIVED
Timothy A. Schwab, P.E. J U 20M
Proj ect Manager
SFOKIdNE COUNTY EPdGINEER
Attachments
cc: Frank Carpenter
fi le ~
U
,
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Planning o
Engineering
Architecture
Landscape Architecture
L,and Surveying
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4631246
0911312641 o10;SOA
minrtv cwigca u en m cM~2ro
After Recording Retura To: Spokane Coonty Eagineer
Attn.: Right ot Way Department
Document TiUe: Notice W the Public No 4
Grantor(s): j3}ddm Pines Limited Pertnershin
Grentee(s): Govertunent, County of Spokana
Legal Description: E%~oa of WV'h. SEC. 20,TWN. 25 N.. RGE. 44 E. W.M.
Additionel Lcgal Description: Sce Paae 2
Assessor's Tex Parcel Niunber(s): 45202.9068
Reference Number:
I,og In Date: September 6, 2001 Requested by: P. Harper Prepared by: G. Nybera
F'wpase: B98190 RF No(s).: ]2Q6 Rosd Name(s): Woo.4aff Road
SPOKANE COUNTY DIVISION OF ENGINEERING
Spokane County, Washington
NO. 4
NOTICE TO THE PUBLIC
IN TIRE MATTER OF AGREEMENT WAIVrNG PROTEST TO FORMATION OF ROAD
IlvIPROVEMENT DISTRICT: KNOW ALL MEN BY THESE PRESENTS, That
Hidden Pines Limited Panknershia, a Washinaton Limited Partnershin
being the owners of the following described lands in consideration of Mutual Benefits to be
hereafter derived do for themselves, their heirs, grantees and assigns, hereby agee to the
following:
There may be a need in the future to cflnstruct a public road to serve the lands herein described.
Said road shall be constructed in accardance with the then adopted Spokane County Road
Standards for public roads. Said road to follow, as near as practicable, the existing County road
right of way.
If additional right of way is required, the owners, their heirs and/or assigns agree to deliver to
Spokane County a properly signed and executed Right of Way Deed covering the required
additional right of way.
The owners or successors in interest agree to authorize Spokane County to include the below
described property in a Road Improvement District (RID) and to support the formation of a Road
Improvement District for improvement of the road(s) described below by requesting and
authorizing Spokane County to place their name on a petition for formation of a Road
Improvement District pursuant to RCW 36.88.450, or by requesting and authorizing Spokane
County to cast their ballot in favor of a RID being formed under the resolution method pursuant
to RCW 36.88.030, and/or by not filing a protest against the formation of a RID being formed
under the alternative resolution method provided for in RCW 36.88.065 and Chapter 35.43 RCW.
I
1 •
4631246
49113(2001 o10:50A
nuiurv cw:►icca u tn m eMvam, rm Yrr
If an RID is proposed for improvement of the road(s) described below, said owners and
successors further agree: (1) that the improvements or construction contemplated within the
proposed RID are feasible, and (2) that the benefits to be derived from the formation of the WD
by the property included therein, together with the amount of any County participation, exceed
the cost and expense of formation of the RID, and (3) that the property within the proposed RID
is sufficiently developed; provided, the owners or successors shall retain the right, as authorized
under RCW 36.88.090, to object to any assessment(s) on the property as a result of the ,
improvements called for in conjunction with the formation of a RID by either the petition or
resolution method under Chapter 36.88 RCW and to appeal to the superior court the decision of
the Board of County Commissioners confirming the final assessment roll; provided further, it is
recognized that actual assessments may vary from assessment estimate so long as they do not
exceed s figure equal to the increased true and fair value the improvement add to the property.
By aliowing a building permit to be issued on property having access from an unmaintained
County road, Spokane County assumes no obligation for said road, and the ov+mers hereby
acknowledge that the County has no obGgation of any kind or nature whatsoever to establish,
examine, survey, construct, alter, repair, improve, maintain, provide drainage or snow removal on
said road. The requirement is and shall run with the land and shall be binding upon the owners,
their heirs, successors or assigns, until said road is improved to Spokane County Road Standards
and accepted by the County for maintenance.
T'he undersigned owners, their heirs, successors or assigns hereby release Spokane County, and all
its officers, employees and agents from any responsibility or liability for any damage whatsoever
to the hereinabove described lands and improvements thereon as a result of allowing a building
permit to be issued an property which is served by a un-maiatained County road.
This Agreement applies to the improvement of WoodruffRoad .
RF No. 1206 , by gading, draining, surfacing, curbing, paving, and sidewalk construction,
including traffic control facilities and relaied work.
These requirements are and shall run with the land and shaU be binding upon the owners, their
heirs, successors or assigns. The Road Improvement District (RID) waiver in this ageement sha11
expire after ten (14) years from the date of execution below.
The above conditions and covenant apply to the foilowing described properly:
ASSESSORS PARCEL NO(S).: 452019068
Tract `A'of SP-1216-99, R.O.S., AF #4437118, Book 16, Pages 60 8t 61
Situate in the NW '/4 of Section 10, Township 25 North, Range 44 East,
Willamette Meridian, County of Spokane, State of Washington.
2
j ►
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4631246
Page; 3of3
rnrnrn~ nr.rucca N 09113 j?QOt 10:50A
tn m cA43M rA n
IN WU NFSS F, the undersigned has caused this instrument to be executed on this
~d day of 209L/-.
By:
Ja 4etd, eral Partner
Hi imited Partnership STATE OF WASHINGTON)
COUNTY OF SP4KANE ) ss
I certify that I lrnow or have satisfactory evidence that
~ ILU,.-,S .
(Q) th indi dul(s) who appeared before me, and said individual(s) acknowledged that
eJsheJthey) signed this instrument, on oath stated tha (heJsheJthey) (was/vrere) authorized to
euecu the instru t and aciryoyvled ed it as the 'fo
0
to the free and volun act of such pahy for the uses and purposes mentioned in the
instrument.
Dated this
day o 20_1~L/.
~~unitru
~~StENO''ARY PifBLIC
`~In and for the State of Washington,
residing at Spokane.
My appointment expires-a~ a ~L .
• r
:
24, A
O 'w 101111
3
r ~ 4631247
09~1312001 ~ t0 5tA
maiurv nr.tucca u en m cmiati r.A IU
Af#er Rccording Return Ta: Spokane County Engineer
Attn.: Right of Way Department
Dacument Titlc: Notice to the Public No. 4
Grantor(s): WogkdEgjats Limited Partnershiv
Cnentce(s): Government, Counry of Sgokane
Legal Description: Port_jon of T1W SEC. 20. TWN. 25 N._ RGE. 44 E. W.V-
Additional L.egel De.scription: See Paae 2
Assessor's Tax Parcel Number(s): 45202.9069
Reference Nttmber: Log In Date: SentemberL2W I Requested by: P. HAW Prepared by: G. N,_+,Ag
Purpose: B98140 RF No(s).: J 206 Road Name(s): Woodruff Road
SPOKANE COUNTY DIVISION OF ENGINEERING
Spokane County, VVashington
NO. 4
NOTICE TO THE PUBLIC
IN THE MATTER OF AGREEMENT WAIVIlVG PROTEST TO FORMATION OF ROAD
IMPROVEIvEENT DISTRICT: KNOW ALL MEN BY THESE PRESENTS, That
WoodruffHeiahts Limited Partnership, a Washin¢ton Limited Partnershio_ being the owners of the following described lands in consideration of Mutual Benefits to be
hereafter derived do for Lhemselves, their heirs, grantees and assigns, hereby agree to the
following:
There may be a need in the future to construct a public road to serve the lands herein described.
Said road shall be constructed in accordance with the then adopted Spokane County Road
Standards for public roads. Said road to follow, as near as practicable, the existing County road
right of way.
If additional right of way is required, the owners, their heirs and/or assigns agree to deliver to
Spokane County a properly signed and executed Right of Way Deed covering the required
additional right of way.
The owners or successors in interest agree to authorize Spokane County to include the below
described property in a Road Improvement District (RID) and to support the formation of a Road
Improvement District for improvement of the road(s) described below by requesting and
authorizing Spokane County to place theu name on a petition for formation of a Road
Improvement District pursuant to RCW 36.88.050, or by requesting and authorizing Spokane
County to cast their ballot in favor of a RID being formed under the resolution method pursuant
to RCW 36.88.030, and/or by not filing a protest against the formation of a RID being formed
under the alternative resolution method provided for in RCW 36.88.065 and Chapter 35.43 RCW.
t
.
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4631247
09312061 O10 51A
rnrm nr.iM u en m cMtati N U
If an RID is proposed for improvement of the road(s) described below, said awners and
successors further agree: (1) that the improvemeats or canstruction contemplated wit}un the
proposed RID are feasible, and (2) that the benefits to be derived from the formation of the RID
by the property included therein, together with the amount of any County participation, exceed
' the cost and expense of formation of the RID, and (3) that the property within the proposed RID
is sufficiently developed; pravided, the owners or successors shall retain the right, as authorized
under RCW 36.88.090, to object to any assessmertt(s) on the property as a result of the
improvements called for in conjunction with the formation of a RID by either the petition or
resolution method under Chapter 36.88 RCW and to appeal to the superior court the decision of
the Board of County Commissioners confirming the final assessment rolI; provided further, it is
recognized that actual assessments may vary from assessment estimate so long as they do not
exceed a figwe equal to the increased true and fair value the improvement add to the property.
By allowing a building permit to be issued on properiy having access from an unmaintained
County road, Spokane County assumes no obtigation for said road, and the owners hereby
acknowledge that the County has no obligation of any kind or nature whatsoever to establish,
examine, survey, construct, alter, repair, improve, maintain, provide drainage or snow removal on
said road. The requirement is and shall run with the land and shall be binding upon the owners,
their heirs, successors or assigns, unti] said road is improved to Spokane County Road Standards
and accepted hy the County for maintenance.
The undersigned owners, their heirs, successors or assigns hereby release Spokane County, and all
its officers, empioyees and agents from any responsibility or liabiliry for any damage whatsoever
to the hereinabove described lands and improvements thereon as a result of allowing a building
permit to be issued on propetty which is served by a un-maintained County road.
This Agreement applies to the improvement of WoodruffRoad ,
RF No. 1206 , by grading, draining, surfacing, curbing, paving, and sidewalk construction,
inctuding traffic control facilities and related work.
These requirements are and shall run with the land and shall be binding upon the owners, their
heirs, successors or assigns. The Road Improvement District (RID) waiver in this agreement shall
expire after ten (10) years from the date of execudon below.
The above conditions and covenant apply to the following described property:
ASSESSORS PARCEL N4(S).: 45202.9069
Tract `B' of SP-1216-99, R.O.S., AF 94437118, Book 16, Pages 60 & 61
Situate in the Norchwest Quarter of Section 10, Township 24 North, Range
44 East, Willamette Meridian, County of Spokane, State of Washington.
2
4631247
09r3I2001 o10 51A
miartv rur.rucro u en m NAV.K. rA In
IN S n~;OF, the undersignad has caused this instrument to be ezecutsd on this
. p ay of , 20_!2./.
BY:
ts ]ayn Aul ral Partner
Woo Limited Partnership
STATE OF WASHINGTON)
COUNTY OF SPOKANE ) ss
I certify that I know or have satisfactory evidence that
`n V
~ /~aaz:'
i are) th ~'ndivid s) who appeared before me, and said individual(s) acknowledged that
(helshe/they) signed this instrument, on oath statsd that (he/sheJthey) (was/were) authorized to
execute the instr ment and acknowledged V theof~ ~ ~1.~
aafz4 to bk the free and vAn act of such party for the uses and puiposes mentioned in the
instrument.
,
Dated this ~v ~day o 44A:2Z , 20 4'Y;
~
ST
ENOIC
i'":~~~• % In and fvr the State of Washington,
=
residing at Spokane.
~ , My appointment expires •oZ .
• ~ ~
3
Parcel: 45202.9069
Owner: WOODRUFF HEIGHTS LTD PTN
CoOwner:
Owner Address
525 E MISSION AVE SPOKANE WA 99202-1824 USA
.-r
Site Address
O
0 ADDRESS UNKNOWN SPOKANE 1";-,
Legal Description
20-25-44, TR'B' OF SP 99-1216, R.O.S., AUDITOR'S FILE "'n
#4437118, BK 16, PGS 60 8
61.
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Notice: This is not a legal document. Data depicted on this map is general & subject to constant revision. It is intended for
reference use only. Legal documents should be obtained from the appropriate agency.
Parcel: 45202.9068
Owner: HIODEN PINES LTD PTNSP
CoOwner:
Owner Address
525 E MISSION AVE SPOKANE WA 99202-1824
I -
Site Address 3
O
0 ADDRESS UNKNOWN SPOKANE ~
1'~ 7
Legal Description
20-25-44, TR'A' OF SP 99-1216, R.O,S., AUDITOR'S FILE
#4437118, BK 16, PGS 60 & ~ 61. ~ T
-I
~ _ _ - 4t h . ~ -
R . . .
4th Y-
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6th .
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TFH TFTTLT-
Notice: This is not a legal document. Data depicted on this map is general & subject to constant revision. It is intended for
reference use only. Legal documents should be obtained from the appropriate agency.
Parcel: 45202.9050
Owner: VILLAGE APARTMENTS LTD PTN
CoOwner.
Owner Address
525 E MISSION AVE SPOKANE WA 99202-1824 USA
Site Address -1 ~ 3
a
0 ADDRESS UNKNOWN SPOKANE
~
, bpoeway
Legal Description
20-25-44 BEG AT SE COR OF NW114 DAF; BEG AT SE COR OF NWtI
~
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TH N ALG E LN OF NW1141155FT TH W PAR WITH S LN OF
NW1
~ ,th
278FT TO TRUE POB TH CONT W150,27FT TH S40FT TH W32FT
TH
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p •A / ~
t-n
TO N LN OF SIXTH AUE TH E TO A PT 278FT W OF E LN OF G}1..
SE114 V , 111 ~
OF NW1/4 TH N527FT TO POB EXC N20FT AND EXC f ~L
ST O
7t I O ~
-
T_
~ ~ ~ 7 TF-TT--
Notice: This is not a legal document. Data depicted on this map is general & subject to constant revision. It is intended for
reference use only. Legal documents should be obtained from the appropriate agency.
09-06-2001 04:31pm From-FIRST AMERICAN TITLE 5098383026 T-417 P.001/005 F-396
First American Title Cornpany of Spokane oF WASHINGToK
W. 521 First Avertue, Sackane, WA 99201 (:49) 828-iZSZ FAX (509) ri8•3II"43
ial f~ .
fl • . ~~~o ~ n s-
A-rE. RE. ~
. ~-fl: Tiffany Ipock / .
Co: co: -
DEPTs DEPTi
- FA:#: FAX#:,
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NUNiBFR OF PACES SENI', INCL. CaV'LR FACE:
CQ M ~IT'S:
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09-06-2001 04:31pm From-FIRST AMERICAN TITLE 5098383028 T-417 P.002/005 F-396
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4267
11 1; taf3
' ' ~ W~! 1(199a 11:331►
PiOK~. TjSIE t~l~lf'l ~4 SiQ.00 Ssakee Co. IL
Return Address:
Pacr A. Withcrspoon
Workland & Withorspoon, PLLC
601 W. Main Avaaiuo, Suite 714
Spoktuzo. WA 99241
sTATUTORV w4RRwNT1' DEED
Reference No.: NIA
Grantor(s): Barratt Propertits, Ine.
Grantee(s): Woodruff Heigh6s Limited Partnership
Lega! Description (abbrev.) ~ Prn oJ 113 o/NW 11I of 10-15-44 E. W.M.
(full legal vn page 1)
A.rsessor's Tax Parcel ID#: 43102.4017
TIIE GRAN7ORS, Barratt Propenies, Inc., a Washington CorporatioM for and in
consideratioA oi Tcn Doilars (510.00) and other good and vaiuable aorssidaration, in hsnd paid,
convey and wazraat t.o Woodruff Heights Limited Farcnership, a Washington Limiced Parnlership,
the following-deKribed reai astate, sicuate in the Couniy of Spokana, Stace of Washingcon:
6ee: Ewt Qr 7' i4 47Nt/fsD
Sauh lta~f of the No ' est
q er of Secrian 20, Township 25 North, Range 44 East .M.,
in Sp anc Coutuy. Washington, describrd aa follows:
BEGnt n point 608 faet North of the So c corncr of
the Nardiwes uarter of Section 20;
TheAce North, feet; '
Thoaco Wcst 1.94 cet to the Cou.nry Road;
° Thrgce Sowheaszcrly the East line of said Road, 608.5 feet;
~
w neuce F.sst co the Poiat f Beginning;
r
r TOGEI'HER WITH the Nort 0 feet of said Pazcel, lying Pwt of
a thc Eut right of way )ine of F ad;
~
i EXCEPT thac portion canvaysd to S Counry far 6rh Avcnur
~ by Deed recor September 9, 1974 ua Auditor`s Filo Ato.
740912027
~ AND CEp'f tbxt pomon convcyed tn Spokan Couary for
W ff Ro3c1 by Da,d recotdtt! Scptcaabcc 122,11 4 uadcr
N iiisar'.s.Ei]a ~an4 t ~n~'77
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fv
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t~ v.msama noastua. iac. a, wcoaevrrKdMe 33462 P°~ 1
09•06-2001 04:31pm From-FIRST AluERICAN TITtE 5098383028 T-417 P 003/005 F-396
. ~
1 4267242
'hr. 2ot3
QS~11j1998 11:3m
PIO~fER. 1 TtE tOiPw. No 110.00 6oo1int q. µ
SUBJECT T0:
fiascment for pipe line in favor of the Wasf:ington Watcr
Power Comgany dated May 22., 1979 and recordad Juuz 2,1979
undar Auditots File No. 7906100062;
2. An Fasement for pipe line in favor of the V4'ashington Wam
Powar Company daced Febru.azy 17,1983 end rtcordcd February 25,
1983 tutder Auditor's File No. 8302250034;
3. Title I`sotiee by SRokanc Counry plming DcpaRment
rocorded Novcmbzr a, 1993 undcr Auditor's Filc No. 9311040485.
I!Y WiTNESS WHEREOF, tht Granwrs Aave cwsed this inscn+ment to be
cxaaccd this 94"day of Sqtamba,1998.
BARRATT PROPERTIFS. INC.
<W, sco arran, Presiacnc ~
STATE 4F wASHINGTON ~
) ss.
County of Spokaae }
Oa thia , j/:7 i day of Septenlacr.1998, before me, the uadtrsipod, a notary public in
and for the State of Washiagton, appeared W. Scott Bwan, lnown to mc luowa to ba the
President of Barrstt Praperties, Inc,, the corporation thac axaeuted the foregoing insOniment and
acknowledgcd the said inatnunent to be the foe and voluntary act and deed of gsid corporation,
for the uses and purposes thar4in mentioncd, aad on oath stated thac choy ara autboiiud ro
exzcuta the said insaument and chat the seal afTxed ie the cocporace sesl ofaaid corporadon.
WITNESS my hnnd aad oiGcials seal hcrcm affixcd thc day snd ycar fusi abavc writtcn.
NOrARY Pvauc
BTATE Of wwMMTOt~ ARY PUBLIC for Washia ton Stpot
~ ~ MY appofnimeat expirea
Ps*tDann ProocRias, tns. m woomH MaisA4 33463 Pagc 2
09•06-1001 04:32pm From-FIRST ANERICAN TtTLE 5099383028 T-41t P.004/005 F-396
. • ,
' EXNI6IT A
4267242
3
091111te48 11:33~
).~Q Soo1Me Go. l~
P1flK4ER. jl~tE COiI ~fff
1. Z2ie Pa.st 278 faet and the North 20 Peet of that pa.-tion of the SvUth ?a2f of Toaishi in Spciane 0.=~ty'W~B? ~gtan. ~ de..crSbed as f l25 lcws~, ~e 44 East, c~.M.,
BMIINNDNG at apo int 608 teet Natfih of the Scutha&%& ovYner of the Northwest
quartar of Section 20;
Thwm Ncith. 547 [eet:
• vMat, 2, 993 feet to t2g 0=7ty PZad;
Zltierce V us tTe East lfne of sak3 Raad, 606.5 teet;
Zlzenxaa East to the FbinC of Soginninq;
E?CCEPI' t3tiat porticn uQLich lim iJest o t the Fast r]jht of vay 2 ine of ftt rpoad ;
DCCEP'T t3at pextia► vOrweyed to Spo3mne Caynty for 6th Avpnue by Oeed reoordod
Septrvbe.r 9, 1974 tsxk2 Auditor's File No. 7409120276;
)Jn ~T that p=t ian aotiveyed to S~oJcane Oamty for WoedzufY Iaoad by Lbod
seearded septer,box u, 1974 wnd+er 11z~d;to~t's Pile No. 7409120277.
09-06-2001 04:32pm From-FIRST AhERICAN 11TLE 5098383028 T-417 P.005/005 F-396
I
. • ~ ~ 4456918
qe.
02~11I20'~6 0313P
vrnKCw rtn r~AN Dt ~.il~ Seelt~ne Ga. It
EXHIBIT A
Legal descciption of Property
The land refeared to is located in the County of SQokane, State of Washiagton, and is described
as fallows:
Tract B of Short Plat 99-12 t 6 according to Plat cecorded in Volume 16 of Short Ptats, Pagc 60,
in Spokane County, Washinston
S P O K A N E C O U N T Y
,
DNISION OF ENGINEERING AND 1ZOADS A DIVISION OF THE PUBLIC WORKS DGPARTMENT
LETTER OF TRANSMTTTAL
September 4, 2001
Randy LaBeff, P.E.
Adams & Clark FAX: 747-8913 ,
Re: WoodfuffRoad Improvements
WoodruffHeights
,
Randy,
The drainage report and preliminary road plan have been reviewed and will be acceptable
for construction with the inclusion of the applicable standard construction notes. The road
is being accepted for private use at this time, however the design meets County half-road
standards and provides for a potential 32' wide County road should additional access and
site development occur from the property to the east.
Please provide a vellum or mylar for plan acceptance. Right-of-Way permitting will be required for the road contractor. The permit contact is Sylvia Lightfoot in the Permit
Center at 477-3675 or 477-7151.
An RID Agreement will also need to be signed by the property owner for the private
maintenance of the road improvements in the County right-of-way at this time, and for
future participation in any road improvements. Signature of the agreement can be delayed
and made a condition of final inspection and acceptance of the Right-of-Way permit.
Please help arrange with the owner to send in a copy of the recorded property deed in
order for us to prepare the document for signature. I can be reached at 477-7257.
Sincerely,
/%r V. *11, ?
Gary W. Nyberg,
Plan Review Engineer
Development Services
gxm/comm/B98190:woodruffdrive~vay. doc
1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 477-3600 FAX: (509) 477-7655 (2nd Floor) 477-7478 (3rd Floor) • TDD: (509) 477-7133
ADAMS & CLARK., INC.
1720 W. Fourth Avenue LETTER UF TR.ANSMITTAL
Spokane, WA 99204-1702
(509) 747-4600 Fax: (509) 747-8913
TO: Spokane County Date: 30-Aug-01 Job No: 2000-1080.6
Public Works
1026 W. Broadway Ave Attention: Pat Harper
Spokane, WA 99260-0170 Re: Woodruff Road
WE ARE SENDING YOU:
X Attached Under separate cover via the following itemRECEiVED
Shop Drawings Prints Drawings Samples AU G 30 2001
Copy of Letter Cha.nge Order Speci fications . SppKpNE COUMY ENGINEER
7
CoQies ~ Date No. De.scription
30-Aug-0] Woodruff Road Access Plan and Dra.inage report
J i 1 I ~ ~ ~THESE ARE TRANSMI'I`TED AS CHECKED BELOW:
X For approval ~ Approved as submitted Resubmit copies for approval
For your use ~ Approved as noted Submit copies for distribution
As requested _ Retumed for correction Return corrected prints
For review and comment For bids due Prints returned after loan to us
~
REMARKS:
COPY TO: , SIGNED:
#Randy P.E.
FINAL
DRAINAGE DESIGN
Woodruff Road Access Driveway
pFFIC1AL PUBLING'~ER SNOf FICE
SPOK~E COUN~ E
Prepared far:
U^R
+
Northwest Regianal Facilitators pRpJECT ~ r-
SUBWTTA&L ~
- RETURM TO COUNTY ENGINEEP
A&C Project No. 2000-1080.6
3a
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01
~26660~
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FirPt3tE8 . 7- C)
Prepared by.
Adams & Clark, Inc.
1720 West Fourth Ave.
Spokane, WA 992041702
(509) 747-4600 • Fax (509) 747-8913
• General Description:
The proposed project is to provide access to the east side of the Woodruff Heights Apartments
vi.a the Woodruff Road public R.O.W. The proposed driveway is approximately 160 feet long and is designed to Spokane County R.oad Standards for Local Aocess Roadway Section. The
asphalt widt,h has been reduced t,o 24.5 feet. The location is south of the intersection 6th Avenue
and Woodruff Road, which is in the northwest quarter of Section 13, Township 25 North, Range 43 East, W.M., Spokane County, Washington.
Existing Conditions:
The Woodruff R,oad ROW has already been cleared and oonstruction equipment has been using
it for access to the building site. The road generally slopes to the north in the range of one to
two peroent. The north end of the ROW drops away steeply at slopes in excess of 12 peroent. _
The steep grades to the north make it improbable this road will ever be extended further to the
north. .
As seen from the accompanying soils map from the Spokane County Soils Survey as performed
by the SCS, the site consists of McB, Marble Sandy Loam, 0 to 8 percent slopes. Hydrologic soil
group is A and is pre-approved for drywells.
Drainage Narrative:
Off-site
,
No off-site runoff was included in the stormwater calculations for this acoess road due to -the
curbs of 6thAvenue intercepting runoff from the south.
On-site All on-site drainage will be collect,ed and treated using the "208" runoff met,h:od as described in the Spokane County Guidelines for Stormwater Management. Per Gary Nyberg's
recouunendation, the drainage pond does not have a drywell and was sized to contain two
inches of runoff from the access road. There is six inches of free board in the height of t,he
dikes.
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:~CXD 2000 Dr.Lonnc. Topo'Cools Advnnced Print Kit. Sca1C: 1: 12,800 %ooin Level: lA-U DPtusn: NVG584 1000 ft ~
.
Print: 8/30/01 Adams & Clark, Znc. File: 0-1080-Rat_bsl.xls
Time: 11:01 AM Sheet: rat-A (10)
PROJECT: NW Regional - WODDRUFr HEIGHTS DRIVEWAY •
NUMBER: 2000-1080 • •
DESIGNER: RP
SAVED: 3-May-01 revised:
RATIONAL FORMULA :
RETURN PERIOD 10-YR 50-YR 100-YR
DESIGN EVENT :X
BASIN: A
CASE:
"C" AREA AREAS A*C
(Slopes are 2 - 10%) (ft') (Ac.)
1 Buildings 0.90 0 0.00 0.000
2 Paving 0.90 5500 0.13 0.114
3 Sidewalks 0.90 0 0.00 0.000
4 Lawn, Sandy Soil 0.15 0 0.00 0.000
5 Swale area, grassed 0.25 1800 0.04 0.010
6 Meadow, undev, protected 0.25 0 0.00 0.000
Total Area m 7,300 0.168
Composite "C" - 0.74
TIME OF CONCENTRATION (minutes)
Note: Ignore flow path time over undeveloped land.
Tc (overland)
Ct = 0.15
A : reach 1
L = 160 Tc
D.E.= 3 Tc (channel) (curb & g
S = 0.019 C: reach 3 C: rea
N = 0.4 L = 0 L(C) _
Tc = 6.00 D.E.= 0 D.E.=
B: reach 2 s= _ 1.000 s -
L = 0 Z1 = 0.1 n=
D.E.= 0 Z2 = 10 Z1 = S s 0.000 B= 0 2i2 a .
• N = 0.016 n= 0.014 da =
Tc = 0.00 d= 0.00 Z3 =
Z4 =
Tc (C) = 0.00 B -
Tc (sum) 6.00 min. d = . .
Tc (calc.); 6.00 min.
Tc (C) _
Intensity 2.99 inches/hour
Q=C*I*A 0.37 cfa (10-yr event)
Qest(C) = 0.00 Qest(C) ■
V = 0.63 v _
A = 0.00 A =
WP = 0.01 WP =
R v 0.0005 • R .
Fr = 3.50 Fr =
Tc(gu) - 0.00 Tc(gu) _
1
Print: 8/30/01 Adams & C1ark, Inc. File: 0-1080-Rat_bs2.xls
Time: 11:50 AM Sheet: rat-A (10)
SEE SHEET DEV-A(100)
11208" POND VOLUME
Basin Name A
Imp. Area: 5500 sq.ft.
Pond A1 Pond x2
Given: Top Length = 44.0 ft. 0.0 ft.
Top Width = 22.1 ft. 0.0 ft.
Z = 3.00 run/rise 3.00 run/rise
d(tot) = 1.50 ft. 1.00 ft.
. d caoa> = 0.50 ft. 0.50 ft.
Bot. Length = 35 ft. -6 ft.
Bot. Width = 13.14 ft. -6 ft.
•208 Length 38 -3
208 Width 16.14 -3
Find: Area(tot)= 974 sq.ft. 0 sq.ft.
Area(208)= 613 sq.ft. 9 sq.ft.
, Area(bot)= 460 sq.ft. 36 sq.ft.
Vol.(tot) = 1052 cu. ft . 7 Q/, Q~L 12 cu. ft . -
vol. (208)= 267 cu.ft. 11' cu.ft.
Avg.depth= 0.44 ft. 1.17 ft.
widthdiff= 3.00 ft. 1.50 ft.
STANDARD "208" REQUIREMENTS -
Minimum swale retention volume required,
at Imp. Area x 0.511, = 229 cu.ft.
Volume provided (Al+A2) = 278 cu.ft. OK!
X 1~ • 500 /
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h G
00 ? . 9/7 c
~S C
/Z
i - -
Conceptual Drainage Plan for
WAM Enterprises
Airport Business Center
Spokane, Washington
County File Number: BSP-0079-01
August 30, 2001 `V
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.
EXPIRES:
CLC Associates, Inc.
707 West 7t", Suite 200
Spokane, WA 99204
Ph: (509) 458-6840
Fax: (509) 458-6844
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~
. Conceptual Drainage Plan for
WAM Enterprises
_ Airport Business Center
~
Spokane, Washington
August 30, 2001
- INTRODUCTION
The topography located at the proposed Airport Business Center consists of
varying terrain with two major local depressions. The site vegetation consists of
~ naturally occurring grass, brush and ponderosa pines. The shallow soils are
underlain by basalt rock, which can be seen surfacing in the Northerly portion of
the site. Several evaporation ponds are currently located near the Southeasterly
corner of the site, providing storm water drainage for a parking lot, structure, and
a portion of the off-ramp of SR-2. During a site visit, no outfalls from the site
- were observed to exist.
~
PROPOSED SITE DRAINAGE PLANS
Improvement to the site will require the construction of evaporative ponds to
provide for disposal of storm water. Plan sheet 1 of 2 depicts the pre-developed
basins outlined for the site. This plan shows where the existing ponds are
located which provide storm water drainage for the existing Group Health
building and parking lot as well as drainage for the off-ramp area of SR-2.
The basin map also shows several proposed lots. Lot 7 is located between the
existing ponds and the Group Health facility. It is proposed to develop Lot 7 by
obtaining access from the existing driveway shown. An additional
imperviousness of 0.81 Ac. would be created in basin 3, and an additional
_ imperviousness of 0.31 Ac. would be created in basin 5 by the development of
Lot 7. The development of Lot 5 would create an additional imperviousness of
2.68 Ac. in basin 2, and an additional imperviousness of 0.62 Ac. in basin 4.
These increases would be disposed of by the construction of a new pond labeled
~ Pond 3. Pond 3 would be constructed adjacent to and North of the existing pond.
Pond 3 is to be designed to dispose of the additional runoff created by the added
imperviousness resulting from improvements to Lots 5 and 7. The existing pond
~wifl be retained to continue to provide disposal for the existing site developments.
o
. ;
~
Basin 7 is comprised of all or portions of Lots 1, 2, 3 and 4. The development
assumed for each of these lots would result in a total of 5.63 Ac. of
' imperviousness and a pervious area of 2.32 Ac. There are currently no storm
drainage facilities serving this basin. The construction of Pond 4 will be required
, to provide drainage for this basin.
~The layout of both Pond 3 and Pond 4 can be seen on Plan Sheet 2. A table has
been provided on Plan Sheet 2, which identifies the elevations of the bottom and
~ the berm of each pond as well as the areas required. Attached to this report can
be found calculations performed to check the water balance for each pond based
upon providing drainage for all site runoff in the developed condition. Because of
!
the local depressions and no visible outfall, the calculations were performed
without allowing pond discharge over a two-year cycle. Runoff curve numbers
were selected from Table 5 of the Spokane County Guidelines for Storm Water
~ Management, which reflect the poor soil conditions at the site and ultimately
affect the characteristics of the storm water runoff and disposal requirements.
MAINTENANCE
It is proposed to provide maintenance of the evaporation ponds and any onsite
drainage ditches or storm drainage piping by the formation of a business owner
association. Annual or semiannual cleaning or mowing of each of the pond
bottoms will be required to prevent the buildup of large amounts of vegetation.
Annual flushing of site drainage piping will be required to prevent the buildup of
sediment. Landscaping around drainage ditches will require special attention to
prevent overgrowth of the channel. .
e g
. y
. s
. ~
~
µ i a
Net Increase in Runoff Volume per Annum
Notes: User lo fill in the shaded areas
Project: FWA ENTERPRISES Curve Numbers (CN)
Job No. ~S010188 AMC II AMC III Winler
Basin: Pond 3 Aor - Oci Nov. Mar Dec - Feb
Date: 29~Aug-01~
DesiQner. David Randalf, P,,E. . Pre-Developed Conditions ~r83,0,~. ` 93,.00 95.0
Basin Data Post-0eveloped Conditions
Tolal Basin Area (acres) = 4,42 acres Pervious Area 95,0
Developed Condiiions: Impervious Area 98.0 98.0 98,0
Pervious Area (acres) = D~00 acres
Imqeroious Area (acres) = 4,42 acres
Precipilation
AdjustmentFactor= 18 116.11 = 1,117
Adjusted Pre•Developed Canditions Post•Developed, Pervious Area Post•Develaped, Impervious Area Post•Developed, SUMMARY Precipitation Precipitation Runoff RunoN Runoff Runoff Runoff Runoff MONTHLY TOTAL I MONTHLY TOTAL
Month (inches) (inches) CN S (inches) {cubic ft.) CN S (inches) (cubic ft,) CN S (inches) {cubic ft.} RUNOFF I(cubic ft) I INCREASE (cubic fi )
Jan. I 2,051 2.291 95,0 I 0.53 I 1.761 28,2451 95.0 I 0.53 1 1.761 01 98.0 I 0.20 I 2.061 33,0801 33,0801 I 4,8351
Feb. 1 1•571 1.751 95.0 1 0.53 I 1.251 20,0471 95,0 1 0.53 1 1,251 01 98,0 I 020 I 1.531 24,5551 24.5551 1 4,5081
Mar. I 1.381 1.541 93.0 I 0.75 I 0,901 14,4811 930 1 0.75 I 0.901 01 98,0 1 0.20 I 1.321 21,1931 21,1931 I 6,7121
Apr. 1 1.111 1.241 83.0 1 2.65 1 0,241 3,8431 83.0 1 205 1 0241 01 98.0 1 0.20 1 1,031 16,4391 16,4391 1 12,596~
MaV I 1.371 1531 83.0 I 2.05 I 0,401 6,3601 83.0 I 205 1 0401 01 98.0 I 0.20 I 1.31 21,0171 21,0171 1 14,6561
June I 1•271 1.421 83.0 I 2.05 I 0,331 5,3441 83.0 I 2 05 I 0.331 01 98.0 1 0.20 I 1.20 19,2531 19,2531 1 13,9081
JuIV I 0.501 0.561 83.0 I 2.05 I 0,011 1621 83.0 I 2.05 I 0.011 01 98.0 I 0.20 I 0,371 5,9571 5,9571 I 5,7951
Auq 1 0,601 0.671 830 1 2.05 1 0031 4721 83.0 1 2.05 1 0.031 01 980 1 0,20 1 0481 7,6251 7,6251 1 7,1531
Sept. 1 0.801 0.891 83.0 I 2.05 1 0.091 1,4851 83.0 I 2.05 I 0.091 01 980 I 020 1 0.691 11,0401 11,0401 1 9,5551
Oct. I 1,221 1.361 83.0 I 2.05 I 0.301 4,8581 83.0 I 2.05 1 0.301 01 980 1 020 1 1151 18,3721 18,3721 1 13,5141
Nov 1 2,021 2,261 93.0 1 0.75 I 1.551 24,8901 93,0 I 0,75 I 1.551 01 980 1 0.20 1 2.031 32,5461 32,5461 1 7,6561
Dec. 1 2.221 2,481 95.0 1 053 1 1.941 31,1841 95.0 1 0,53 1 1.941 01 980 1 0.20 1 2.251 36,1071 36,1071 1 4,923i
8.81
Annual Total = 16.11 18.00 141,371 0 O c.L 247,184 247,184 105,813
Increase in Runoff Volumelyear = [(Post Impervious) +(Post Pervious)J - PreDeveloped
Increase in Runoff Volumelyear = 105,813 cubic ft. Mean Annual Increase in Runoff Volume
CLC Associates 812912001 Page 1
i _
` Ilt V'.J i d
Net Increase in Runoff Volume per Annum
Precipilalion wilh 100•yr storm = 2'50 inches Design Infiltration Rate incheslhr
.
Available Bottom Area = s4:',~;~60,848 sq. fi.
Pervious Area Impervious Area Surf. Area =;ts 62885, s.L Q 6" depth
• S Runoff, in. S RunoK, in, Surf. Area =I~, ,-~~~64~920, s.1. @ 1' depth
Runoff from 100-yr stomi = 2.05 1.06 0,204 2.27 Surf. Area =fi90a95 s,L Q 2' depth
Surf. Area =3389 s.L @ 3' depth
` Qutflaws ~
INCREASE IN Post Dev Adjusted Initial Inilial Pond Pond Pond Change in Final Past Dev Pre-Dev Final Pond RUNOFF Tolal Runoff Pan Evap, Evaporation Pond Pond Surface Evaporalion Discharge Infiltralion Pond Vol Pond Vol. Total Runoff Tofal Runoff Elev.'
(c.f.) (c,f,) (inches) (inches) Elev.' Area. (sq. fl.) (c.f.) (c.f.) max. (c.f ) {c.f ) (c.f.) (c.f,) (c.f.)
100-yrstorm 1 36,4331 38,4331 I 140111111022,8'Aa,01 608481 II I I I I 1 2284.0
I I I I I 2284.01 608481 1?41WWOWII~ I I ol 01 I I 2284.0
Dec, I 4,9231 36,1071 0.511 0.371 2284.01 608481 1,862 OMWO01 01 34,2441 34,2441 36,1071 31,1841 2284,5
Jan. 1 4,8351 33,0801 0.61+ 0.441 2284.51 628851 2,302 MOMMMMOI OI 30,7781 65A221 33,0801 28,2451 2285.0
Feb. 1 4,5081 24,5551 1.111 0 801 2285.01 649201 4,3241dRRMPRW01 OI 20,2301 85,2521 24,5551 20,0471 2285.3
h9ar. I 6,7121 21,1931 2 281 1.641 2285.31 68172,51 9,0521''01 01 12,1401 97,3921 21,1931 14,4811 2285,5
April 1 12,5961 16,4391 4.451 3.201 2285.51 67001.5 17,891 IOPNIORW0'l Oi -1,452+ 95,9401 16,4391 3,843 2285.5
May 14,6561 21,0171 6.691 4.821 2285.51 61007.5 26,897111011111MONW1,01 01 -5,8811 90,0591 21,0171 6,360 2285.4
June 13,9081 19,2531 8.141 5.861 2285.41 665901 32,523IVII1901111OW01 01 •13,271 1 76,788 19,2531 5,3441 2285.2
JuIV I 5,7951 5,9571 10.701 7.701 2285.21 657551 42,2151 01 -36,2581 40,530 5,9571 1621 2284.6
Aug, 1 7,1531 7,6251 9,421 6.781 2284.61 632921 35,7731 01 -28,1481 12,3821 7,6251 4721 22842
Sepl, I 9,5551 11,0401 5.901 4.251 2284•21 61662.81 21.8291 OI -10,7891 1,593i 11,0401 1,4851 22840
Ocl, 1 13,5141 18,3721 2.581 1.661 2284.01 608481 1101 01 01 8,9521 10,5451 18,3721 4,8581 2284,1
Nov. 1 7,6561 32,5461 0.921 0,661 2284.11 61255,41 3,3811011r-TWa1 fll 29.1641 39,7091 32,5461 24,8901 2284.6
Dec. 1 4,9231 36,1071 0,511 0.371 2284.61 632921 1,9371E~'c'"W, 01 0 34,1701 73,8791 36,1071 31,1841 2285J
Jan. 1 4,8351 33,0841 0.611 0.441 2285,11 65337.51 2,3911 ~i'!~~,1"`01 0 30,6881 104,5671 33,0801 28,2451 2285.6
Feb, I 4,5081 24,5551 1•111 0.801 2285.61 674251 4,491 1 PFA~PW.#- OI 01 20,0641 124,6311 24,5551 20,0471 22859
Mar, 1 6,7121 21,1931 2.281 1.641 2285.91 68677.51 9,3951F-40114W~01 01 11,7981 136,4291 21,1931 14,4811 22860
April 1 12,596~ 16,4391 4.451 3.201 2286.01 690951 18,4481 01 01 •2,0101 134,4191 16,4391 3,8431 2286.0
May 1 14,6561 21,0171 6.691 4.821 2286.01 690951 27,7351 "WRAW, 01 01 •6,7191 127,760 21,0171 6,3601 2285.9
June 1 13,8081 19,2531 8141 5.881 228591 68677.51 33,5421` 01 01 -14,2901 113,410 19,2531 5,3441 2285.7
July 1 5,7951 5,9571 10701 7.701 2285.71 67842.51 43,5551VMRPWPRW1 0i -37,5981 75,8121 5,9571 01 2285,1
Au9 1 7,1531 7,6251 9.421 6.781 2285.11 65337.51 36,9291PRO!°d111011111111111111PI Ol •29,3041 46,5081 7,6251 4721 2284.7
Sept. I 9,5551 11,0401 5.901 4.251 2284.71 63699J 22,5491~.~1f I 01 •11,5101 34,9981 11,0401 1,4851 2284,5
Ocl, 1 13,5141 18,3721 2.581 1.861 2284,51 628851 9,7351T040"W" 01 0i 8,6371 43,6351 18,3721 4,8581 2284.7
Nov. 1 7,6561 32,5461 0.921 0,661 2284.71 636991 3,5161~01 OI 29,0301 12,6651 32,5461 24,8961 2285.1
203971 461622 421689 D 10,545 461822 282579
YEARLY EVAP= 210,845
CLC ASSOCIATES Page 2 812912001
' - - ' - • . ~ - ' ' ~ ' . ~ - , . -
Il e
`.'KV\sl 0
Net Increase in Runoff Volume per Annum
Noles: User to fill in the shaded areas
Project: ~WAMLENTERPRISES•`•` w ' Curve Numbers (CN) Job No.'S010188 AMC II AMC III Winfer
Basin: P,ond 4;~~ Aor - Oci Nov. Mar Dec • Feb
Dafe: '4,29,~Auy'-01ti~~~~.
~ ~ d~~,,, r~; 'i.. >
Desiqner:IDavid~Randall,R;E. - • . Pre-DevelopedConditions L83.0„a,&,1'.,93,0, ~9 95.0
Basin Data Post-Developed Condilions
Total Basin Area (acres) = ffl07._9J5 acres Pervious Area F'_g3.0;,~93,0~,~] 95,0
Developed CondiGons; Imperoiaus Area 98.0 98.0 98,0
Pervious Area (acres) acres
Impervious Area (acres) = 5.63 acres
Precipitatian
Adjustment Factor = ,~'i18 l16.11 = 1.117
Adjusted Pre-Oeveloped Conditions Post-Developed, Pervious Area Post-Developed, Impervious Area Post-Developed, SUMMARY PrecipitaGon Precipitation Runoff Runoff Runoff Runoff Runoff Runoff MONTHLY TOTAL I MONTHLY TOTAL
Month (inches) (inches) CN S (inches) (cubic ftJ CN S (inches) (cubic ft.) CN S (inches) (cubic ft.) RUNOFF I(cubic ft,) IINCREASE (cubic fi,)
Jan. I 2,051 2•291 95.0 1 0.53 I 1,761 50,8021 95.0 1 0.53 1 1.761 14,8251 98.0 I 0.20 1 2,061 42,1361 56,9611 1 6.1591
Feb. 1 1.511 1.751 95.0 1 0.53 I 1,251 36,0571 95.0 1 0.53 I 1.251 10,5221 98•0 I 0.20 1 1,531 31,2771 41,7991 5.7421
Mar. 1 1.381 1.541 93.0 1 0.75 1 0,901 26,0461 93,0 1 0.75 1 0.901 7,6011 98.0 1 0.20 1.321 26,9951 34,5961 8,550+
Apr. 1 1•111 1,241 83.0 1 2,05 I 0,241 6,9131 83.0 1 2.05 1 0,241 2,0171 98.0 1 0.20 1.631 20,9391 22.9571 1 16,0441
May J 1.371 1.531 83.0 1 2.05 1 0.401 11,4401 83.0 1 2,05 1 0.401 3,3381 980 I 0.20 1 1.311 26,7701 30,1091 I 18,6691
June I 1211 1.421 83.0 I 2.05 I 0.331 9,6121 83.0 I 2.05 I 0.331 2,8051 98.0 I 0.20 I 1.201 24,5231 27,3281 I 17,7161
July i 0.501 0.561 83.0 I 2.05 I 0.011 2921 83.0 I 2.05 I 0011 851 98.0 I 0.20 I 0.371 7.5881 1,6731 I 7•3821
Aug, I 0.601 0.671 83A 1 2.05 I 0.031 8491 83.0 I 1.05 I 0.031 2481 98.0 I 0,20 I 0,481 9.713 9,961J I 9,1111
Sepf, I 0.801 0.891 83.0 I 205 I 0.091 2,6711 83A 1 2.05 I 0091 1191 96.0 I 0.20 I 0.691 14,062 14,8421 I 12.1111
Oct. 1 1.221 1.361 83.0 1 2.05 I 0.301 8,7371 83.0 I 2.05 I 0.301 2,5501 98.0 I 020 1 1.151 23,4011 25,9511 I 17,2141
Nov. 1 2.021 2.261 93.0 I 0.75 I 1,551 44,7681 93A 1 0.75 1 1.551 13,0641 98A 1 020 1 2.031 41,4561 54,5201 1 9,7521
Dec. 1 2.221 2,481 95.0 1 053 1 1.941 56,0881 95,0 1 0,53 1 1.941 16,3681 980 1 0.20 ~ 2.251 45,9911 62,3591 ~ 6,271~
8.81
Annual Total = 16.11 18,00 254,275 c.f. 74,204 c.L 314,852 389,056 134,780
Increase in Runoff Volumelyear = . [(Post Impervious) +(Post Pervious)] - PreDeveloped
Increase in Runoff Volumelyear = 134,780 cubic ft. Mean Annual Increase in Runoff Volume
CLC Associates 812912001 Page 1
r
YrJI Y
Net Increase in Runoff Volume per Annum
Precipitalion wilh 100•yr storm = 2,50j inches Design In6lUation Rate = I ~µ0.00 incheslhr
Available Bottom Area 91,641 ~ sq. fl.
Peroious Area Impervious Area Surf. Area 970301 s,f. @ 6" depth
S RunoH, in. S Runofi, in, Surf Area = 1,024~21 s,1, @ 1' deplh
Runoff from 100-yr storm = 2.05 1.06 0204 227 Surf. Area = 413583! s.f. @ 2' deplh
Surf, Area = ~ . 12,4947]s,L Q 3' depth
` Outflotivs +
INCREASE IN Post Dev Adjusted Inilial Inibal Pond Pond Pond Change in Final Posf Dev Pre-Dev Final Pond
RUNOFF Toial Runoff Pan Evap, EvaporaGon Pond Pond Surface Evaporaiion Discharge Infiltralion Pond Vol. Pond Vol, Total Runoff To1al Runoff Elev. '
(c.f.) (c.f.) (inches) (inches) Elev. " Area, (sq. fi.) (c.L) (c.i,) max. (c.L) (c.f.) (c,L) (c.L) (c.f.)
100-yr storm ~ 55,2991 55,2991 I 1*1-4f'4,011'2295,D1 916411 I I I I 2295.0
~ 1 1 I 1 2295.01 916411 0 l 01 1 1 2295.0
Dec. I 8,2711 62,3591 0.511 0,371 229501 916411 2,804 0 59,5541 59,5541 62,3591 56,0881 2295.6
Jan. 1 8,1591 58,9811 0.611 0.441 2295.61 98118.41 3,5911~k'~*f+~'.~01 01 53.3691 112,9231 56,961 50,80212296.1
Feb. i 5,7421 41,7991 1.111 0.801 2296.11 103583.11 6,8991~~*»"'~'W0W01 01 34,9001 147,8231 41,798 36,057~ 2296.4
Mar. 1 8,5501 34,5961 2.281 1.641 2296.41 106916,41 14,626 01 0l 19,9691 167,7921 34,596 26,0461 2296.6
Apnl 1 16,0441 22,9571 4.451 3,201 2296.61 109138.61 29,140 '1,4-;01 01 -6,1841 161,6081 22.9571 6,9131 2296.6
May I 18,6691 30,1091 6.691 4.821 2296.61 109138.61 43,8081 01 -13,7001 147,9081 30,1091 11,4401 2296.41
June I 17,7161 27,3281 8.141 5.861 2296,41 106916.41 52,2181 01 -24,8901 123.0181 27,3281 9,6121 2296,2
July 1 7,3821 7,6731 10.701 7.701 2296.21 104694.21 67,2141 I 01 -59,5411 63.4771 7,6731 2921 22956
Aug. 1 9,1111 1 9,9611 9421 6.781 2295.61 98118,41 55,4571 1 01 -45,4981 17,9811 9,9611 8491 2295.1
Seqt, 1 12.171 1 14,8421 5.901 4,251 2295.11 92718.81 32,8221 •~*,"+''~1`-, 1 01 •17,981 1 01 14,8421 2,6711 2295.0
OcL 1 17,2141 25,9511 2.58 L861 2295,01 916411 14,1861'~'~:~'~- ~nP~+.OI 0i 11,765 11,7651 25,9511 8.7371 2295.1
Nov, 1 9,7521 54,5201 0,92~ 0.861 229511 92718.81 5,1181":';1+"01 49,402 61,1671 54,5201 44,7681 22956
Dec ~ 6,2711 62,3591 0.511 0.371 2295.61 98118.41 3,0021**Wlr01 0 59,3561 120,5231 62,3591 56,0881 229621
Jan. 1 6,1591 56,9811 0.611 0.441 2296,21 104694.21 3,8321N*, 114",'`01 0 53,1291 173,652i 56,9611 50,8021 229671
Feb. I 5,7421 41,7991 1.111 0.801 2296,71 110249,71 7,3431IMPOWAUU 01 01 34,4561 208,1081 41,7991 36,0571 2297.0
Mar. 1 8,5501 34,5961 2281 1.641 2297.01 1135831 15,538140W@MIM01 01 19,0571 227,1651 34.596 26,0461 2297,1
April 1 16,0441 22,9571 4,451 3201 2297.11 1135831 30,327[IMO"MW0I 0i •7,3701 219,7951 22,957 6,913~ 2297.1
May I 18,6691 30,1091 8.691 4,821 2297•11 1135831 45,5921WWW1L4;~-W'?Ol 01 -15,4841 204,3111 30,1091 11,4401 2296.9
June 1 17,7161 27,3281 8.141 5,861 2296.91 112471.91 54,93110:44%'WR'01 01 -27,6041 176,7071 27,3281 9.6121 2296.7
July 1 1,3821 7,6731 10.701 7,701 2296.71 110249J1 70,78001 -63,1671 113,6001 7,6731 851 22961
Aug. 1 9,1111 9,9611 9.421 6.781 2298.11 103583.11 58,545114ft0". I 01 •48,5851 65,0151 9,9611 8491 2295.6
SepL I 12,171 1 14,8421 5,901 4.251 2295.61 98118,41 34,7341'°W"""','" 01 •19,8931 45,1221 14,8421 2,6711 2295.4
Oct, 17,2141 25,9511 2.581 1.861 2295.41 95952.21 14,8531--4W~0 01 11,0971 56,2191 25,9511 8,7371 2295,5
Nov, 9,7521 54,5201 0.921 0,661 2295.51 970301 5,3561"`•"~""'r•'z - 01 01 49,1641 105,3831 54,5201 44,7681 2296.0
259809 723591 672717 0 11,765 723591 508344
YEARLY EVAP= 336,359
CLC ASSOCIATES Page 2 8129J2001
i
i
DRAINAGE REPORT
; for
; NRF APARTMENTS
, NOVEMBER 1998
~ IPE #98477
~
, Prepared by: Inland Pacific Engineering Company
~ 707 West 7th Suite 200; Spokane, WA 99204; (509)458-6840
.
~ - - .
The;;: design-:=.iinprovement~s~~~~shown= -iii-;.this. , set_;: o.f:plans_::~and calcuilat:ions,.:confor.m
- - - - ~ ~ ~ . : . . . . : . . . . .
, . .
. - ; . .
;;apgl-icable;.editions ::of: the.,: Spokarie1_.County.:~Standa~,r.ds-~~for:.-Roa.d:;and
; ,
. . .
. . . . . . - .
. . . .
Seweons:truction' ~ and the. - Spokane::'Courit. y Guideli:nes:,::;for: ~.•Stormwater
- - : ~ . : : : • - - . . : . . . . _ . _ _ _
- . . ~
, . . . - . . . .
~ Management;:.::All '~design.• .deviationh~ave,:.~b,een•:,app'roved::~:by;:::t2ie.~.Spokane:::County'. =
. . • . - . . .
. . : . •
, ~ ~ . . .
:~::approve'::.,~h'ese-=plaiis_~::(.ca~l.cul~at:ions:):~<:~:f.or.;coustruction_: .
i
This re ort has been re ared b Matt Zarecor E.I.T. and b the staf~ of Inland Pacific En ineerin Compan
P P P Y , Y g g Y
under the direction of the undersigned profcssional engineer whose seal and signature appear hereon.
A.5
~ Q~ ~F vdASy "
~
~ „ j13 8
'~9 9 22916
! O,c~ FG~STE~~
SS~ONAL~G
EXPIRES:
Timothy A Schwab, P.E.
i
~
,
' NRF Apartments
, Storm Water Technical Evaluation
Narrut ive
' GENERAL
The proposed NRF Apartment project is a three phase project under two separate ownerships. For
the sake of simplicity the site improvements have all been designed at one time, in one plan set. In
this way the possibility of alignment and coordination problems between phases is greatly reduced.
The first construction phase will be the Village Apartments and will occupy the west parcel. The next
; two phases, Woodruff Heights Phase I and II, will follow depending on demand and occupy the
' eastern parcel. The phase boundaries are clearly delineated in the on-site grading and paving plan.
_ The project is situated on approximately 5.3 acres. The site is located between Farr Road and
~ WoodruffRoad and north of 6" Avenue. The project is located in portions of the northwest 1/4 of
Section 13, T. 25 N., R. 43 E., W.M. in Spokane County, Washington. The site is currently vacant
with field grasses and scattered pine trees being the predominant vegetation.
PURPOSE
The purpose of this drainage report is to determ.ine generally the extent of storm drainage facilities
--i which will be required to dispose of stormwater runoff created by this development. The storm
_ drainage facilities on this project will be designed to dispose of runoff from a ten year design storm.
Additionally, the runoff from the 50-year storm was checked for the on-site basins to insure that they
can be contained within the ponds proposed. This development is within the Aquifer Sensitive Area
of Spokane County and is subject to '208' requirements. For this project the Intensity, Duration, and
Frequency (IDF) curve from the Spokane, Medical Lake, Reardon, Cheney and Rockford intensity
curve were used.
ANAL YSIS METHODOLOGY
The Rational Method, which is recommended for basins less than ten acres in size, will be used to
deternune the peak discharges and runoff volumes since none of the basins exceed 10 acres in size.
TOPOGRAPHY
, The southern half of the site is relatively flat with slopes in the range of one to four percent. The
' northern half of the site drops away steeply to the north approximately 20 to 25 feet at slopes in
excess of 12 percent. The natural slope of the land was maintained as much as possible in the design
for the site. The three buildings situated on the slope are designed to have the lowest level daylight to
the north.
Inland Pac~fic Engineering Co. D 1 NRFApartments Drarnage Report
i ~
: SOILS
, As can be seen from the accompanying soils map from the Spokane County Soils Survey as
performed by the SCS, the site consists of a Class B soil type. The soil description is as follows.
GgA - Garrison gravelly loam, 0 to 5 percent slopes: This complex of soil is a somewhat
excessively drained soil formed from a variety of igneous rock. Surface runoff is slow, and the hazard
, of erosion is slight. Spokane County Guidelines for Stormwater Management indicate this to be a
~ Soil Group Type B and pre-approved for drywell installation.
, - , Hydrologic Soil Classification - B
. ' DRAINAGE NARRATIVE
Off-site
No off-site runoff was included in the stormwater calculations for this site due to the shallow slopes,
dense native vegetation, and the free-draining soils. Along the north side 6`t' Avenue is curbed and has
' a drywell at the low point to discharge runoff. All stormwater runoff will be stored on-site and
i
' - discharged through drywells.
' On-site
All on-site drainage will be collected and treated using the "208" runoff method as described in the
Spokane County Guidelines for Stormwater Management. The project consists of five on-site basins,
Basins A1, A2, B, Cl, and C2. The runofffrom Basins A1 and A2 is directed to Pond A. Similarly,
Basin B flows to Pond B and Basins C 1 and C2 to Pond C. The roof of both the proposed buildings
will be asphalt shingle and subject to "208" requirements for water quality treatment. The roof areas
that contribute to on-site basins are shown on the basin map. The basins and ponds are also shown
- on the basin map at the back of this report.
~ "208" Cnlculations
i
As shown on the '208' calculation worksheets included, the '208' storage volume provided is adequate
, to perform '208' treatment for the runoff created by the first half inch of rainfall upon the asphaltic
' surfaces within the basin it serves. An eight inch depth from pond bottom to drywell rim was used to
in the "208" calculations. Cation tests will be performed once the ponds are built to verify that
adequate cation exchange capacity exists.
, Inland Pacific Engineering Ca D2 NRFApartments Drainage Report
~
, DRAINAGE CALCUI,ATIONS .SUMMARY
Bowstring calculations have been included for individual basins to determine the extent of storm
drainage facilities required for the 10-year event. The runoff produced by the 50-year event was also
checked to verify that the ponds would adequately contain the storm. The basin characteristics are
summarized below with the remaining calculations in the appendix.
Table No. 1- Basin Summar,y Table - Areas
..;•...::.:~:;:.:.:~.v::~~....,...:.. . .r.,, 45• ~ • " • • ' -
;n..
. . . . • . _ . . . .
• i . .
.
~ i.i• i i
i- •
~ : ; ' . ..:'•r . : :
. "
r,v. • '
f • '
ous
.r.~..~. ; . . : . . - - - - ~ - .r.
:
: . -
.
. .
.
~ . - . . : .
- - ~
~ Basin .:~irea~ S~ ~ ~Coeffc~
. . . . .
. . . . ~
- . .
~ :...:.::.::..:;r,..:. r~ . ~ . _ . . . . . . . . . ..r.. . . .
A 1+ A2 2.29 48,106 0.51
B 0.68 12,841 0.48
C 1+ C2 0.62 14,581 0.55
~ a runoff coefficient of 0.15 was used for all pervious area and 0.90 for impervious to arrive at the
weighted "c" value shown in the table
~ Table 2 summarizes the requirements of the ponds by basin.
~ Table No. 2- 208 Basin Summar,y
,
. . . . . . .
_ :
- :
~ . . . . . . . . . .
. .
: . . . _ . ~ ~ ~ .
~ ~
. S~I;M~.ARX . . . . .
::..:.~...-.r..... .
,
. _ . ,
. . . . - - - - - . . . . . . . . .
: . : . . . .
_ . . . . : . . : - : . . . .
. .
-ci:~` 2q8 'Volume.:::=~~.~>.::~:: 208.Area::Re;qu!red :208:~Area Provic~ed -.:~:=Di-:Required
: - -
. . . . r.. _ - -
. . . . - -
. : - .
::c
: q - .
A1 + A2 2,004 3,007 3,050 1-Type B _
B 535 803 808 1-Type A
C1 + C2 608 911 920 1-Type A
Type A is a Spokane County Standard Drywell - Single Depth, Capacity 0.3 cfs
~ Type B is a Spokane County Standard DMvell - Double Depth, Capacity 1.0 cfs
~
~ CONCL USION
As demonstrated by the calculations and body of this report the storm drainage facilities provided in
Inland Pacific Fngincering Co. D 3 NRFAparhnents Drainage Report
the design will adequately store and dispose of the storm water from the site. Even though the
_ minimum design criteria is the 10-year storm, the on-site ponds for this development will contain the
100-year event without overtopping. Additionally, the "208" area required for the asphaltic surfaces
of the paved surfaces is provided.
~
,
4
i Inland Pacifrc Engineering Co. D 4 NRFApartments Dralnage 12eport
APPENDIX
MAPS
, VICINITY MAP
SOILS MAP
DRAINQGE CALCULATIONS
RATIONAL & BOWSTRING CALCULATIONS A1-A6
,
BASIN MAP
B ASIN MAP
lnlnnd Pac f c Engineering Co. D 5 rVfZfj Aparnnents Urainage Report
~
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SCS SOLL SURVEY 4F SPOK:ANE COUNTY
~ SHEET 75
IDRANAGE CALCULATIONS,
- - - - - - ~ ' - . - ' - ' ~ .
BOWSTRING METH00 PROJECT: NRF Apartments
PEAK FLOW CALCULATION PROJECT NRF Apartments DETENTION BASIN DESIGN BASIN: A1 + A2
BASIN: A1 + A2 10-Year Design Storm DESIGNER: MBZ
Tot. Area 2.29 Acres DATE: 11111l98
SLLt~.`1~Y! V \t\tiS:tiV
:;v~~;,
Imp. Area 48106 SF 99642 '
5yx}v~C~S~.'•:~ii~4~n' r:i~
C = 0.51 •r:..~,::•::::
}i }~{$~t~•:rh
Time Increment (min) 5
CASE1 Time of Conc. (min) 7.58
0utflow (cfs) 1
10 ft. Overland Flow
Design Year Flow 10
Area (acres) 2.29
::~::~::i>.
..r~...~.:.:.;:
Ct = 0.40 }%>W
mpervious Area (sq ft) 48106
2,~~,
L- 10 ft. Factor 0.51
n= 0.40 Valume Provided 2033
'•>'•;?~ax;?; :tix;?;:
h':.;':.115'::: • 1.17
. ~
S- 0.010
:.•Y.~ N:'.5~"}M.~~~`.'!I
Total Asphaltic Area 48106
h•.<,,: .
Tc = 3.66 min., by Equation 3-2 of Guidelines
Time Time Inc. Intens. Q Devel. Vol.ln Vol.Out Storage
440 ft. Gutterflow (min) (sec) (inmr) (cfs) (cu ft) (cu ft) (cu ft)
~v.,.~~,s~::
~ H Y .SY.•f.h!".Y -
50.0 Or 7,58 455 2.59 3.03 1846 455 1391
tl•.Y.~Y•4 k'.Lh~t1{'!~
V. .
Cp :f4tiL~ti` 5'.5
....y..
Z2 - JQ TYP@ O - 1.0 , ti;~;~ny:.~ _ .
n= 0.016 Rolled = 3.5 5 300 3.18 3.73 1497 300 1197
S= 0,010 10 600 2,24 2.62 1581 600 981
;•<,;~:<::::
15 900 1.77 2.07 1871 900 971
d= 0.180 ft. 20 1200 1,45 1.70 2043 1200 843
25 1500 1.21 1,42 2130 1500 630
A R Q Tc Tc total I qc 30 1800 1,04 1,22 2196 1800 396
35 2100 0.91 1,07 2241 2100 141
1.62 0.09 3.03 3,92 1.58 2,59 3.03`~~:`•`:;;:"~;;~;;'~::~:~:<:;: 40 2400 0.82 0.96 2308 2400 -92
45 2700 0.74 0,87 2343 2700 -357
Qpeak for Case 1= 3.03 cfs 50 3000 0,68 0,80 2392 3000 -608
t <,~c,:,<;::;~ •;:::s:: •
55 3300 0.64 0,75 2476 3300 -824
. r..,.k.,, .
~~~t•
60 3600 0,61 0,71 2574 3600 -1026
CASE 2 65 3900 0.60 0,70 2743 3900 -1157
;:<;;c;;•:
70 4200 0.58 0,68 2855 4200 -1345
~'v4v.4
: 5N5:1'.•.•:
Case 2 assumes a Time of Concentration less than 5 minutes so that the 75 4500 0.56 0.66 2954 4500 -1546
eak flow '-.90(3.18)(Imp. Area) - 3.16 cfs
p
80 4800 0.53 0.62 2982 4800 -1818
85 5100 0.52 0.61 3108 5100 -1992
. :
~•~,•s:<::«,:: • .
`~~`k. k''~''~'`"''``'' ' 90 5400 0.50 . 0.59 3164 5400 -2236
~ . ;
So, the Peak flow for the Basin is the greater of the two flows, 95 5700 0.49 0.57 3273 5700 -2427
3.16 cfs 100 6000 0,48 0.56 3375 6000 -2625
.
,;.u;a:
• ,•.,•,,yx•
:;:~ti~•.~:.~.. .
~
208' DRAINAGE POND CALCULATIONS
.
y..
:,,•.r.:;;::::<:::
Provided "208" Volume 2033 cu ft
Required "208" Volume
2004 cu ft
,.s~:::.,•
;,.~~♦,?;ik:'G;:'.
i .LN~~SK'.:!
ti::•'~µ1\4'~N•.tiV::
DRYWELL REQUIREMENTS -10 YR DESIGN STORM
.xrx.~.}...~
~ Maximum Storage Required by Bowstring 1391 cu ft
Provided Storage Volume 4066 cu ft
;+4ii:•
~ Number and Type of Drywells Required 0 Single
}~*1 Double
. , _ . _ ; , - , - - - BOWSTRING METH00 PROJECT: NRF Apartments ~ • iihh•.};:: ~
ititiitin4 •y
PEAK FLOW CALCULATION PROJECT NRF Apartments DETENTION BASIN DESIGN BASIN: B
BASIN: B 10-Year Design Storm DESIGNER: MBZ
Tot, Area 0.68 Acres DATE: 11111198
~i•y.;:k;:t;:
Imp. Area 12841 SF 29631
i
c = 0.48 Time Increment (min) 5
''.V\N\l'~`~y'~.Y.S•
CASE 1 Time of Conc, (min) 9.60
•:.}ti~~i~v:'v:•.':+v
•}:n}•n, ..~w::::..
Outflow (cfs) 0,3
35 ft. Overland Flow Design Year Flow 10
{•.4Ky,c~:.•
}µti{Lii•.ti~~•:i4 ~.wr
Area (acres) 0.68
{•:tikii~ iCt = 0.40 Impervious Area (sq ft) 12841
i4i:::::: v :.•:::.i••.v
L = 35 ft.
C' Factor 0.48
n= 0.40 '208' Volume Pravided 539
S = 0.010
Area * C 0.32
Total Asphaltic Area 12841
' SK'l.VAti••Y
Tc = 7.76 min•I by Equation 3-2 of Guidelines
L•.\'1.\`•N'.'X•}..ll~
•~~1'•':'~411 1.};.y
~`:::::'`~y:.`y<`~:'`"• Time Time Inc. Intens, Q Devel. Vol,ln Vol.Out Storage
5'~.'.'.~'.'.'.'.•.Yff..y•~
145 ft. Gutter flow min sec mmr cfs
~ ~ ~ ~ ( ) (cu ft) (cu ft) (cu ft)
SY~h.'.VJ'M1~Vff:f::•~„
Z1 = 50.0 FarZ2 9.60 576 2.29 0.74 570 173 397
~?ci:t?:~•rt?t?>.?,:;
~ _ < 4k:.}n:$•i:~:4::~
Z2 - 50 Type B -1,0
n= 0,016 Rolled = 3,5 5 300 3.18 1.03 413 90 323
S= 0.010 ` 10 600 2.24 0.72 437 180 257
15 900 1.77 0.57 517 270 247
d = 0.106 ft. ?
:20 1200 1.45 0.47 564 360 204
25 1500 121 0.39 588 450 138
A R Q Tc Tc total i Qc 30 1800 1.04 0.34 606 540 66
________~..,~,•.,•~;<~:;::;:::~<;>
35 2100 0.91 0.29 618 630 -12
a;•;;
0.56 0.05 0.74 1.84 9.60 2.29 0,74;v~;40 2400 0.82 0.26 637 720 -83
45 2700 0.74 0.24 646 810 -164
Qpeak for Case 1= 0.74 cfs .;:;z50 3000 0.68 0.22 660 900 -240
55 3300 0.64 0.21 683 990 -307
60 3600 0.61 0.20 710 1080 -370
.
~:•:a,~iatx~::<;:~
CASE 2 65 3900 0.60 0.19 757 1170 -413
70 4200 0.58 0.19 788 1260 -472
Case 2 assumes a Time of Concentration less than 5 minutes so that the
75 4500 0.56 0.18 815 1350 -535
i$tivrx»>.ri}v
;`•:.i t2. peak flow =,90(3.18)(Imp. Area) = 0,84 cfs 80 4800 0.53 0.17 823 1440 -617
>v\`Lti2•`,~:j4: ~~~;'.~};'.~iL;
85 5100 0.52 0.17 857 1530 -673
90 5400 0,50 0.16 873 1620 -747
So, the Peak flow for the Basin is the 9reater of the two flows, 95 5700 0.49 0.16 903 1710 -807
5'f':':'.1•:'.~ '.rif.~:.~~: ~:::'i~.~ 1~:.! yi~ ti~:.':.'.':.
0.84 cfs 100 6000 0.48 0,16 931 1800 •869
'.5:Lti1}ii•.•.'.•N..V"~.
~~:.}~:1 • ~
•.N:Lhh'1\'.1'.Y.}:V;.1•
~Li>~tir.~`:r•.~:::
2081 DRAINAGE POND CALCULATIONS
;~~:'t;;~>,•':~i:~::':':'.`:•`:;~
provided "208" Volume 539 cu ft
Required "208" Volume 535 cu ft
% ti.Kl~YthSlVit
~•L~\`•145~`l{li ~
:?ii {•:i\~i>~i:.:{.
. l51K4~5~Y.•A1M115•.1?1Y
L ' 1ti' S15ti +•:t;?1:iV
~
N5'•YANlv~. ~ :.v •.v: f
DRYWELL REQUIREMENTS -10 YR DESIGN STORM
n>•;~#~1 ~•x•:;:;:,•:;<~
;~.;~.;;.,•y,<<•.;•,::
, Maximum Storage Required by Bowstring 397 cu ft
Provided Storage Volume
1078 cu ft
: ; ~ : ~ : ~ : ;
y Number and Type of Drywells Required 1 Single
~ ''v;ttii:.•:i.;:`;4~``:i:
~0 Double
- , - - - - -i -
' . _ _ . . _ . ' . ' . . . _ , . . _ ' .
Y BOWSTRING METHOD PROJECT; NRF Apartments
~`~i:~z,,..,•.~,•::
PEAK FLOW CALCULATION PROJECT NRF Apartments '>•,::~~~L%ll;;~:;;;'`;:;; DETENTION BASIN DESIGN BASIN: C1 + C2
BASIN: C1 + C2 ~~~??`'i~":~~~?`'<;">''•;10-Year Design Storm DESIGNER: MBZ
~'?Ll L t yy1~~ J1ti{' L~ f
Tot. Area 0.62 Acres DATE: 11111198
Imp, Area 14581 SF 27074
4M1V•
i4:+•n1~i•~+w
C = 0.55
'?;Time Increment (min) 5
:
CASE 1 •::::`i Time of Conc. (min) 7.42
Outflow (cfs) 0.3
~.;...x
,ti•.,:: :t•.
Desi n Year Flow 10
20 ft. Overland Flow 9
Area (acres) 0.62
~•Ar~~~.::.*<Impervious Area (sq ft) 14581
,K.
Ct = 0.40
~ }
. ntiti{xvx1•.ti•: 5;.
4V .5V
L = 20 ft. ?:;;;'C' Factor 0.55
~:.h~.~....,.
{•)1.3 uy+~{}~n\•.w,tv
n = 0.40 ; 1NV.44YX
::::::<:12081 Volume Provided 613
i::4;•~>,.•~ 0.34
,.x<:L~::~,;:;~
S = 0.010 Area " C
Total Asphaltic Area 14581
Tc = 5,55 min., by Equation 3-2 of Guidelines
Time Time Inc. Intens, Q Devel, Vol,ln Vol.Out Storage
155 ft. Gutter flow (min) (sec) (inlhr) (cfs) (cu ft) (cu ft) (cu ft)
.
ti•t{•.«v.v: :v.:{~:r.
i`2•`.^:ti?•`.`v.` ::yi>. ,
wCv:.`::t:::>};•l::
Z1 = 50.0 Far Z2 7•42 445 2.61 0.90 537 134 403
Z2 = 50 Type B=1.0
n= 0.016 Rolled = 3.5 5 300 3.18 1.09 440 90 350
S- 0.010 <>t~`~:~:::• 10 600 2.24 0.77 465 180 285
15 900 1.77 0.61 550 270 280
•.'u'{vn•:, ~
20 1200 1.45 0.50 600 360 240
d = 0.114 ft.
{j}}{•rx4.5•:,ii}
•.:z,t
~~'?'~•~^•~~~~''•~`~25 1500 1.21 0.42 626 450 176
A R Q Tc Tctotal I Qc 30 1800 1.04 0.36 645 540 105
35 2100 0.91 0.31 659 630 29
0.65 0.06 0.90 1.87 7,42 2.61 0.9040 2400 0.82 0,28 678 720 -42
'H2K{4{'1`.~:'.'rSti1{L`^^"n~`~'`'~'~'•~~ 45 2700 0.74 0.25 689 810 -121
.;,,,..~Kti.:•::.:.,,.v
Qpeak for Case 1= 0.90 cfs 50 3000 0.68 0,23 703 900 -197
• ' }~i<,.:::::;~:>:
55 3300 0.64 0,22 728 990 -262
' S•' 4 t
60 3600 0.61 0.21 757 1080 -323
CASE 2 65 3900 0.60 0.21 806 1170 -364
70 4200 0.58 0.20 839 1260 -421
Case 2 assumes a Time of Concentration less than 5 minutes so that the 75 4500 0.56 0.19 868 1350 -482
peak flow =.90(3.18)(Imp. Area) = 0.96 cfs 80 4800 0.53 0.18 876 1440 -564
, 85 5100 0.52 0.18 913 1530 -617
90 5400 0.50 0.17 930 1620 -690
So, the Peak flow for the Basin is the greater of the two flows, 95 5700 0.49 0.17 962 1710 -748
0.96 cfs 100 6000 0.48 0.17 992 1800 -808
. .~•:h.1
DRAINAGE POND CALCULATIONS
Provided „208 Volume 613 cu ft
v:y!~i:}y~;:{::
Required "208" Volume 608 cu ft
: titi~{i v. ~•.:r
.'.1\1~{'•.t:t'.
.ti}11\~
:(15~:::':
• 'A' \L:•:':•:
':•ti'•{,'y5'.1y5' \1~i.i
'.ti A': i 11Y. XW::
DRYWELL REQUIREMENTS -10 YR DESIGN STORM
"
.}~`lYJ.\•L .~~~:h:
i :•r': 1 1'!.'
ti~i i:s:,sv.}+uYiti1:•:.:
Maximum Storage Required by Bowstring 403 cu ft
45'•h: }1~11
.
15'f14L'i.11
4~hlkl'..ti. ~
Provided Storage Volume 1226 cu ft
~ :?•>~><•~~:::»x~::~<;: Number and Type of Drywells Required 1 Single
v..X7':•:: i
0 Double
50-year STORM BOWSTRING METHOD PROJECT: NRF APartments
:>:<<x>.r•.; h;;.x~.>.~
PEAK FLOW CALCULATION PROJECT: NRF Apartments DETENTION BASIN DESIGN BASIN: A1 + A2
BASIN: A1 +A2 DESIGNER: MBZ
Tot. Area 2.29 Acres
DATE: 11/11198
Imp. Area 48106 SF 99642
'':.;~~::';n•.~:.,
..L~::.,
.}':{1{~~y'••. 1
C = 0.51
`V~Y•:.Y.:.i
; Time Increment (min) 5
CASE 1 Time of Conc. (min) 7.22
Outflow (cfs) 1
10 ft. Overland Flow
<.:;•;;:.~a:::>:::?,;?~.
Desi9n Year Flow 50
Area (acres) 229
~ •••••~5f.5'%.•tiv:l.~.
Ct= 0.40
Impervious Area (sq ft)
48106
~5'lf.5•1.5ti1V :•.tiN\1
A:'::.'.':y::::.~•u5 }
L= 10 ft. 'C Factor 0,51
n = 0.40 208" Volume Provided
2033
S= 0.010 Area' C 1.17
• ;i~;,
'h5••l'.!•
Total Asphallic Area 48106
.•.ti`~:~yti{titi
Tc = 3.66 min., by Equation 3-2 of Guidelines
iti•A4•A4•A
Time Time Inc. Intens, Q Devel, Vol.ln Vol.Out Storage
N
440 ft\ /
:
. Gutter flow ':~:::~~~~'~'~'M'•»'~•~ \
~ .S••V~.1 .
,min sec~ \inmr/ \cfs~
cu ft cu ft cu ft
~ / \ / \ / ( /
~ l••tit~~L L1V.'.•J:;'~~:'.
' ~\'ANh'l~~:~::.~'~~~~~~~~~~
.Y~l}Y•.:'.'ll.~..iy
S~. ti :i :~•.'~:::~».ti~v~
Z1 = 50.0 7.22 433 3.81 4.47 2593 433 2160
,
Z2 = 50 .
,ii;~'::>ti`•``.~~.y
n = 0.016 t}%,~~;
s~~~;•~ 5 300 4.58 5.36 2157 300 1857
h~s:,:: r•::<t:.::,..;~~~.~
S= 0.010 10 600 3.20 3.75 2801 600 2201
~ •`.'•}i,5,,•`1'•",•'••••~5,1h 15 900 2.45 ' 2.87 3006 900 2106
~ ::\~ti~L{i~~~.'.~~.~•~.~,.{
d= 0.208 ft. 20 1200 1.95 2.28 3077 1200 1877
25 1500 1.62 1.90 3126 1500 1626
r~?~: »::'::`:~>::•`::i;:.::
A R Q Tc Tc total I Qc 30 1800 1.56 1.83 3558 1800 1758
k.•,.,•.,,,
--------~>:.~;,;~•:;::::~:>:::::<<. 35 2100 1.28 1,50 3370 2100 1270
2.16 0.10 4.45 3.56 7.22 3.81 4.47>:'::~~::;'>•~•'•:x~<::;;;;:<~ 40 2400 1.19 1,39 3536 2400 1136
•:;~aa;
45 2700 1.08 1,27 3602 2700 902
,
Qpeakfor Case 1= 4.47 cfs 50 3000 0.99 1,16 3650 3000 650
55 3300 0,92 1.08 3715 3300 415
N.11.1
.:::•::•:~~t
60 3600 0,87 1.02 3819 3600 219
:::\~..FL•
CASE 2 65 3900 0,82 0.96 3888 3900 -12
70 4200 0.80 0.94 4074 4200 -126
Case 2 assumes a Time of Concentralion less than 5 minutes so that the 75 4500 0.77 0.90 4192 4500 -308
eak flow =,90 4.58 Im Area 4.55 cfs
P ~ p~ 80 4800 0.75 0.88 4346 4800 -454
. ;~:>:::•,.;:»:~,.:.x•:,
.;X~x.f?; 85 5100 0.72 0.84 4426 5100 -674
ikA}4:iiii:i
:`•'~``~~~~~::s:;~,:::;» 90 5400 0.71 0.83 4614 5400 -786
So, the Peak flow for the Basin is the greater of the two flows, 95 5700 0.69 0.81 4726 5700 -974
4.55 cfs 100 6000 0.67 0.78 4825 6000 -1175
•~.L::::: :•.L
y..~~~~:..i::•i:.v.x.
. :w.tix•~x~K.t
:•.,.i,,•,,•:.:..:: ,
208- DRAINAGE POND CALCULATIONS
:'i:^•.Y`~:;c•::ti:::...: <
Provided "208" Volume 2033 cu ft
•
Required "208" Volume 2004 cu ft
.1~:•'••.(Y::lNtllt~.ti 1
:'.`~.\'.11151:• y
'h 14XlYf.
}}~'.L•f.Y ::.~titi~ A
•.'.•}l: :•...'!~`NL}\~.1ti
DRYWELL REQUIREMENTS - 50 YR DESIGN STORM
';~'~~r~.:.•.:.•~..x Maximum Storage Required by Bowstring 2201 cu ft
Provided Storage Volume
~•~~r•~ 4066 cu ft
,;~#t::;s;~;;:;
Number and Type of Drywells Required 0 Single
~ ~
3:21 `';:?;'';r.;:•::::;,.>; 1 Double
~ -
INLAND PACIFIC ENGINEERING
i - i - ' - - i - • - , ~ - - .
J 55 V.Y.'~1YA~ }N; W~~ 1
SQyear STORM METHOD PROJECT: NRF Apartments
PEAK FLOW CALCULATION PROJECT; NRF Apartments DETENTION BASIN DESIGN BASIN: B
BASIN: B DESIGNER: MBZ
,
Tot. Area 0,68 Acres DATE: 11111P98
`~~•y`V~~~`+'''~ti~
Imp. Area 12841 SF 29631
C = 0,48 ~.:#i<??::a~::•':;;~;
~1•.. WNh~{'..1N
k~<*`•'••`~;;~''•t:- Time increment (min) 5
• ,~,xa
::.,~:>.,x~.,•:: .
CASE 1 x~:.;..
Time of Conc. (min) 9.47
f.lti~Y~ 1/ \ /
11ti:'.5'.4'1.1Y:~y~•:
~;u ow c s1 0.3
35 ft, Overland Flow ~:<~::•;>;.;::<..;.;;.<:>.>:;. Design Year Flow 50
:`:``:.::..;cArea (acres) 0.68
Ct = 0.40 Impervious Area (sq ft) 12841
.5':~.f:: •,t....:
L= 35 ft. 'C Factor 0.48
~
fl = 0.40 208" Volume Provided 539
`~$:'r: : ;Y :
S = 0,010 ~ ~ , Area " C 0.32
Total Asphaltic Area 12841
Tc = 7.76 min., by Equation 3-2 of Guidelines
?"'ii#•.
Time Time Inc. Intens. Q Devel. Vol.ln Vol.Out Storage
145 ft. Gutter flow (min) (sec) (inlhr) (cfs) (cu ft) (cu ft) (cu ft)
::.x•,::•:
~::k;•:,,:•,~~:,;.;
Z1 = 50,0 9.47 568 3.04 0.98 747 170 577
''i~;i~~>~"~;'.~:
Z2 = 50 . . -
~i#K~'i~;:k~:::?::;::::;
n = 0.016 5 300 4.58 1.48 595 90 505
,.,,,•.,..v.
S= 0.010 10 600 320 1.03 820 180 640
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15 900 2.45 0.79 865 270 595
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d= 0.118 ft. i';'20 1200 1.95 0.63 878 360 518
25 1500 1.62 0.52 886 450 436
A R Q Tc Tc total i Qc 30 1800 1.56 0.50 1005 540 465
35 2100 1.28 0.41 948 630 318
0.70 0.06 0.98 1.71 9.47 3.04 0.98;:1;,:'.;::;~''•'?:r..40 2400 1.19 0.38 993 720 273
45 2700 1.08 0.35 1010 810 200
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Qpeak for Case 1= 0.98 cfs 50 3000 0.99 0.32 1021 900 121
`"~'fi`•'~~~::~~:~.:::~ 55 3300 0.92 0.30 1038 990 48
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60 3600 0.87 0.28 1066 1080 -14
CASE 2
65 3900 0.62 0.26 1085 1170 -85
70 4200 0.80 0,26 1136 1260 -124
Case 2 assumes a Time of Concentration less than 5 minutes so that the 75 4500 0.77 0.25 1168 1350 -182
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peak flow =.90(4.58)(Imp. Area) = 1.22 cis 80 4800 0.75 0.24 1210 1440 -230
85 5100 0.72 0.23 1231 1530 -299
LV.ti'.Vl:
90 5400 0.71 0.23 1283 1620 -337
So, the Peak flow for the Basin is the greater of the two flows, 95 5700 0.69 0.22 1314 1710 -396
122 cfs 100 6000 0.67 0.22 1341 1800 -459
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208' DRAINAGE POND CALCULATIONS
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'='.?;;?;::•.":•.`<>::<;.':< Provided "208" Volume 539 cu ft
Required "208" Volume 535 cu ft
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DRYWELL REQUIREMENTS-50YR DESIGN STORM
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Maximum Storage Required by Bowstring 640 cu ft
' Provided Stora9e Volume 1078 cu ft
Number and Type of Drywells Required 1 Single
0 Double
INLAND PACIFIC ENGINEERING
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_ 5U-year S I ORM bOWS IniNG Mt i rtuu PROitui: NFcrApartmen,is -
PEAK FLOW CALCULATION PROJECT: NRF Apartments DETENTION BASIN DESIGN BASIN: C1 +C2
BASIN: C1 + C2 DESIGNER: MBZ
DATE: 11111198
Tot. Area 0.62 Acres
Imp. Area 14581 SF 27074
C = 0.55
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Increment (min) 5
,vt;:s:, ~f.11•K'li ~ :.551
CASE 1 ~ Time of Conc. (min) 725
Outflow (cfs) 0.3
20 ft. Overland Flow Design Year Flow 50
Area (acres) 0.62
Ct = 0,40 Imperoious Area (sq ft) 14581
L= 20 ft. Factor 0.55
n= 0.40 208" Volume Provided 613
S= 0.010 Area ' C 0.34
Total Asphalfic Area 14581
Tc = 5,55 min., by Equation 3-2 of Guidelines
Time Time Inc. Intens. Q Devel. Vol.ln Vol.Out Storage
155 ft. Gutter flow (min) (sec) (inmr) (cfs) (cu ft) (cu ft) (cu ft)
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Z1 = 50.0 7,25 435 3.80 1.31 763 131 633
Z2 = 50 -
n= 0.016 5 300 4.58 1.58 634 90 544
S= 0.010 10 600 3.20 1.10 824 180 644
15 900 2.45 0.84 884 270 614
d= 0.131 ft, 20 1200 1.95 0.67 905 360 545
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~M.>>.•:~~:4~•~s> 25 1500 1.62 0.56 919 450 469
A R Q Tc Tc total I Qc 30 1800 1.56 0.54 1046 540 506
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~Y. 35 2100 1.28 0.44 991 630 361
- -
0.86 0.07 1.30 1.71 7.25 3,80 1.3140 2400 1.19 0.41 1039 720 319
45 2700 1.08 0.37 1059 810 249
Qpeak for Case 1= 1.31 cfs 50 3000 0.99 0.34 1073 900 173
:::::::::::::55 3300 0.92 0.32 1092 990 102
60 3600 0.87 0.30 1123 1080 43
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65 3900 0.82 0.28 1143 1170 -27
CASE 2
70 4200 0.80 0.28 1196 1260 -62
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Case 2 assumes a Time of Concentration less than 5 minules so that Ihe 75 4500 0.77 0.27 1232 1350 -118
peak flow =.90{4.58}(Imp. Area) = 1.38 cfs 80 4800 0.75 0.26 1218 1440 -162
85 5100 0.72 0.25 1301 1530 -229
90 5400 0.71 0.24 1356 1620 -264
So, the Peak flow for the Basin is the greater of the two flows, 95 5700 0.69 0.24 1389 1710 -321
1.38 cfs 100 6000 0.67 0.23 1418 1800 -382
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208' DRAINAGE POND CALCULATIONS
Provided "208" Volume 613 cu ft
Required "208" Volume 608 cu ft
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ORYWELL REQUIREMENTS - 50 YR DESIGN STORM
Maximum Storage Required by Bowstring 644 cu ft
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Provided Storage Volume 1226 cu ft
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Number and Type of Drywelis Required 1 Single
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0 Oouble
INLAND PACIFIC ENGINEERING
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