HomeMy WebLinkAboutUNION ST N 1716 GROSS HATCH ADVERTISING PROFESSIONAL BLDG
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Pi-o;ect StatUS Act,ve L1v GINEER' S REVIEW SH EL 1 UNION N. 1716
As Built Plans Receivcd Buildings File B99050
Road Plans Anprovcd
Companion Filcs:
New Road Standards 5- I5-95 Mylar
Related Files
Hearing: Building I)ept: Q99002640
"1'echnical Review:
Preliminary Review: 04/13/1999 10:00 Type: Bldg Pre-Application Large Lot - Blde. Syuare Feet
Date Received: 04/05/1999 No. I.ots: No. Acres: 0.31
1'roject Name GROSS HEITCH ADVERTISI~\jG PROFESSIONAI., BLDG
Site Address UvION N. 1716, S. 1-90, N. MISSION, W. 1'INES, E. UN[ON
IZan€e=fowmship-Section: 44 - 25 - 09 1'ARCEL(S): (first 13)
Applicant Conditions Mailed- 45094.0805
13airy Baker Flood Zonc No
13AKER CONSTRUC'I'IOV VVater Source
2711 f Sprague Sewer Sourcc
SPOKANE, WA 99202- School Dist
Phonc Fax Fire Dist 1
(509) 535-3668 (509) 535-3720
I'hone Dist
Building f'h: 456-3675 / Planning Ph: 456-2205 Contact: CAROL FRAZIEIt
Date Submitte Description Initials
Eng Need "1'ecluiically Complete Ent, N'eed Harvard Rd Mitigation
Eng Need Diainage Alans Eng Necd Traffic Analysis Eng NEed Other
Eng Pay I'ees Keceived Eng Final Plat Fees Completed
Eng Priority Fees Rcceived Copy to Accounting
Notice to Public / Nutice to 1'uUlic # 1 3 a 6 Completcd - or Needs to be signed
Dcsign Deviation Dates (In-0ut)
1 / - l l l 1 - l l l l - l l
Tond quanhes ior
drainage item calculated
Hearina Date laecision App DEn Cond Appld BCC
Appealed to BCC Decision App Den Cond Appld Court
Appealed to Court Dccision App Den Cond Appld
f / Stamped Mylars to Secretary (Sanciy)
Stamped 208 Lot 1'lans to Secretary (Sandy)
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Project Number: 99002640 Inv: l Application Date•
. 5/11/99 Page 1 of Z
THIS IS NOT A PERMIT . Penalties will be assessed for commencing work without a permit
Proiect Informnh'on: ~:"~r'rC: ~i~wtti~N~v~INVK~~rrrMrti~~~w~~~~~ ♦ ♦ ~~~~~~~vhti ~~~n~~~~w~w ~ ~'~:i~ ~~v~rw«~~vi~~~~~<<~~~~wsi~~~umm~ ~ati~'ni'~~n
Permit Use: PROFESSIONAL OMCE / GROSS-HATCH Contact: BAKER CONSTRUCTION
ADVERTISING - Address: 2711 E SPRAGUE AVE
Setbacks: Fmnt 35 Left: 15 Right: 15 Rear: 15 C- S- Z SPOKANE WA 99202
Phone: (509) 535-3668
Site In~'ormah'on: ~ F:f::!t'~f3iS.~tiCKf:}:~.ftat<xi.CGi~\'ffK:`fRcS.~ft~`kCRM~f~t#~6anuvsxr~CCfC~9C~~Q3'S:'AK .R"CR~{#.~'FRni{t;`.c::.~.::::Y::S:::>:<S::s}:>.`•f:r~S~:K{<{C,~t^:'ti4t~i5{f.t'S
Plat Key: (}02336 Name: SARDAM SUB District: F Parcel Number: 45094.0805 .
SiteAddress: 1716 N ZJNION ST Owner: Name: SARDAM, DELORES F
Spokane, WA USA 99216 Address: 0 PO BOX. 11614
Location:: SPO SPOKANE, WA 99211-1614
ZoniAg: UR 22 Urban Residential-22
Water District: 999 UNKNOWN Hold: ❑ Area: 13,516 Sq Ft Width: 180 Depth: 150 Right Of Way (ft): SQ
Nbr of Bldgs: 0 Nar of Dwellings: 0 ~ Review Informah'on.• ~~.,a.~...~~.~;:~~::.. ................~.:;~u ~:~k~,~>r »:~~~,»u...~....,;
DeQartment Review
BTJILDING Plan Review Comments: NRE,e-- spF- PAu~-. rnrk-1-11AWs(1A-t ih fl(e)
BUII.,DING Landuse Review ' .
Comments: ENGIlVEER Site Drainage Review 9~ 9~
IA y
Comments: • •
ENGINEER Approach Permit
Comments:
HEALTHDIST'RICT Health Dist Review
Comments:
FIRE DISTRIC'T Fire District Review
~/~~m p/~}~. I c 'S Y 9 ,~y/
W111111V1i1J
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Permits:
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S O IC C O U N -1' Y
, DIVISION OI: L'NGINEERING AND ROAUS ~ A IDIVISION OP'fl•IE I'UULIC WOIiKS DCPA12'1'M1:N'1'
' William A. jolins, I'.E., Couiily Enginecr Dciinis M. Scoll, I'.1:., Uircctor
AGREEMENT TO PAY
~i
ENGINLLR'S AGIZELMLN1' NUM13EIt '3'qfd'fa
This agreement between Spokane Couiity and
~
whose iilterest iii the project is
c.E~~~
is cntered i»to this 2dP d a y of _J64--e , 19" ."1'his abrceinent is applicablc to tlie pcujcct
~
kilown as: N • 11Ldi
~ 0~rT-~~Tfv ~~f~7 ~ ~ t~ ~t ~bc~ ~
Tliat tlie inclivicluals ancl parties nained liereiii as liavi»g an iiitcrest in the above cleseribed propcrty or project agree
to tlie followiug: l. Reimburse Spokane County for project reviEw and inspcction fees as spccifiecl iil Cliapter 9.14 of
the Spokane Couiity Coclc. The fees will be based on actual salary costs incurred by Spokane
County for project ceviews aiid / or inspections plus a ten percent adiiiinistrative charge, and will
be billccl moiitlily as aceruecl. Aiiy billing amouiils due, inelucliiig aiiy cxpenses incurrecl i» the
collection oF an overdue account, must be paicl prior to the County's acceptance of the project for
filing. If a project is approveci and/or filed with a balance still owing, the unpaid balance sliall bc
paid within 30 days of the invoice clate. '
2. "1'lie wiclersignecl agrees tliat t(iese fees are clue ancl payable upon receipt of the billiiig 'as specificcl
above. -
3. Any invoices not paid witliiii 30 days of the invoice c1atE will be eoiisiclcred cleliuquent. If any
outstanding balance on the account for this project is not paid within 30 days of the invoice date,
►io furtlier reviews of the project docutnents will Ue concluctecl until tlle entire accouiit balaiice is
paid. Any balance on tlie account [or this project iiot paic] witliin 65 days of the invoice date may
result in legal action or the initiation oF other collectioii proceclures, includiiig referc-al to a
collectioii abeiicy. I'lie Spoiisor will be liable !'or aiiy aiic] all cxpenses incurrcci by tlic Cowity 1'or
the collectiocl of overdue accouiits.
4. The monthly billing should bc sent to the atteiition of: ~
NAIvIC. .
ADDRCSS: C1TY, S"fA"1'C: ZIf ' CODE:
13HONE 1!:
1 u»derstand that failure to pay tliese fees niay result in delay in couipletion or approval of the project or oelier
possible sanctions. .
O lf this fee abreemeiit is coinpleted by someone ot(ier tlian the Sponsor (i.e., tlie project owner or a
g tl~e projcct, ehen
as the Engi»eer desigilin
principal in the firm sponsoring the *pro,
Nvritten autliorizatioii from tlie Spoiiiutliui•i 3g ll~c Abciit to cxeculc Uiis rcc:
E1gi•eeiuciit is attached to tliis Fee Ag S1GN~ITURC I3y: _
(PRINT NAMC) I
IZE'I'URN YELLOVY COPY TO SPOKANL COUN1'Y ENGINEL1tS
k1Ragreefee.doc 2/1/96
1026 N4' Broaclway Avc Spolcauc WA 99260-0170 (509) 456-3600 FAY: (SUI) 456-2243 '1'Ull: (SU)) 324-3166
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Project Transmittal ~
Division of Building Planning
Wednesday, June 09, 1999
;
. Site Address: 1716 N U N I O N R D Project Number: 99002640 ,
Parcel Number: 45094.0805 ~
Zoning: U R-22
Fire District FD 01 .
Applicant: BAKER CONSTRUCTION (509) 535-3668 °
Contact: BAKER CONSTRUCTION (509) 535-3668
' 2711 E SPRAGUE AVE SPOKANE WA 99202 _
Permit Use: PROFESSIONAL OFFICE / GROSS-HATCH ADVERTISING -
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Building Landuse Engineef Utilities Health Fire Dist Assessor X- • ,
Comments: Coordinator Cfrazier
Page 1 oj 1
, METRO ENGINEERING, INC.
S. 324 Sherman LETTER OF TRANSMITTAL
Spokane, WA 99202
(509) 924-9351 fax: (509) 624-8153
TO: Date: 5/19/99 Job No: -99=017
Spokane County Engineers Attention: Gary Nyberg, -P.E.
Re: Gross-Hatch Advertising
1026 W. Broadway 1716 N. Union
Spokane, WA 99260
WE ARE SENDING YOU:
x A.ttached Under separate cover via the following items:
Shop Drawings X Prints Plans Samples
Copy of Letter Change Order Specifications Mylar
Copies ~ Date ~ No. ~ Description
3 1 Revised Grading and Drainage Plan
THESE ARE T'RANSMITTED AS CHECKED BELOVV:
X For approval Approved as submitted Resubmit copies for approval
For your use Approved as noted Submit copies for distribution
X As requested Returned for correction Return corrected prints
For review and comment For bids due Prints returned after loan to us
COMMENTS: Please call me if you have any questions. Thank you!
COPY TO: Joe Stoy; Baker Construction SIGNED: .,J~~
~
Joe . Lee, P.E.
Project Transmittal
Division of Building Planning
Monday, May 17, 1999
Site Address: 1716 N UNION ST ProJect Number: 99002640
Parcel Number: 45094.0805
Zon/ng: U R-22
Fire District F D 01
Applicant: BAKER CONSTRUCTION (509) 535-3668
Contact: BAKER CONSTRUCTION (509) 535-3668
2711 E SPRAGUE AVE
SPOKANE WA 99202
Permit Use: PROFESSIONAL OFFICE / GROSS-HATCH ADVERTISING
Building Landuse Engineer Utilities Heafth Fire Dist Assessor
A
Comments: DRAINAGE PLAN, DRAINAGE Coordinator Cfrazier
REPORT - - -
Page 1 oj 1
LETTER OF TRANSMITTAL
Spokane County Engineers
May 18, 1999
Joel Lee, P.E.
Metro Engineering, Inc.
324 S. Sherman
Spokane, WA 99202
FAX: 624-8153
Re: Lot Drainage & Road Plan Review
Gross Hatch Advertising - 1716 N. Union
Joel,
The County Engineers have reviewed the Drainage Report and Grading and Drainage
Plan you recently submitted for this project. These items meet the overall requirements of
the Spokane County `GSM' regarding the lot development; except the applicable
Standard Notes for Construction need to be included on the plan.
The road improvements appear satisfactory as shown on the plan. Please add a cross-
section view of the road widening and construction note as to how the new curb grade
will be derived and set. Some type of surety will be needed to allow issuance of the
building permit prior to completion of the road improvements. I can set the surety amount
without an engineering estimate from you.
I will await (3) copies of the finalized plan for acceptance and release of the building
permit by the County Engineers. Please also help arrange the completion of the
`Agreement to Pay Fees' form handed out to Baker Construction at the pre-app meeting.
Sincerely,
Gary W. Nyberg, Plan Review Engineer
Attachment: Std. Notes
gwn/g:Ib99050r l . doc
~ ~ . RECEIVED .
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MAY 1 Z 1.qq9
Project Transmittal SPOKANE COUNTY ENu1114cv_v1
Division of Building Planning Tuesday, May 11, 1999
Siie Address: 1716 N UNION ST Project Number. 99002640
Parce/ Number: 45094.0805
ton/ng: UR-22
Fire District FD 01 '
Appllcant: BAKER CONSTRUCTION (509) 535-3668
Contact: BAKER CONSTRUCTION (509) 535-3668
2711 E SPRAGUE AVE
SPOKANE WA 99202
Permit Use: PROFESSIONAL OFFICE / GROSS-HATCH ADVERTISING
ist Assessor
Building Landuse Engineer Utiifies Health W
X" x
Lv_+~ 00 X
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Comments: Coordinator Cfrazier
Page 1 oj 1
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' OFFICE OF THE COUNTY ENGINEER
SPOKANE COUNTY, WASHINGTON
Project: Gross Hatch Advertising - Professional Building
Address: 1716 N. Union
Tax Parcel 45094.0804/.0805
Permit Type/#: Commercial Building No. 99002640
Engineer's File 699050
Contact: Barry Baker, Baker Construction
Reviewer: Gary Nyberg, 477-3600 Ext. #257
Meeting Date/Time: 04/13/99 10:00 a.m.
The County Engineering Deparfment has completed a preliminary review of the
above-referenced project. The following items must be received and accepted prior
to release of the building permit: [ ITEMS OF SPECIAI IMPORTANCE ARE IN BOLD PRINT ]
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 and reporf shdll be prepdred by a Professional Engineer
pursuant to the Spokane County 'Guidelines for Stormwafier Management'.
(See attached blue forms for minimum plcn requirements)
PLEASE NOTE: Soil Conservation Service(SCS) maps of this vicinity indicate
'Garrison' complex soils which are pre-approved by the County Engineers for
standard drywell use within the main Spokane Valley.
3. The subject properfy is affected by the "Findings and Order" and the
"Conditions of Approval" for the following land use action:
Spokane County Zoning Change No. ZE-73-83
Fincl Plat of Sardam Subdivision (P-0653)
There are no Vecial engineering conditions or requirements from the above
action(s) which are applicable to this project. 4. The subject properfy is within the following special regulatory zones which may
affect the development plan:
* The Aqvifer Sensitive Areo(ASA) which requires treotment of stormwater runoff
by '208' grassy swales from developed surfaces subject to contaminants.
* The urbpn PM 10 Non-Attainment Zone which requires dust-control surfacing
on vehicular parking areas and traveled ways. (See SCAPA Comments)
Spokane County Engineers
. . •
5. Road and storm drairtage plans musf be prepared by a Professional Engineer far
this project. Plans must be prepared far the follcawing public streets to the
foIlowing general configuratton:
Union Road - s#d. frontage improvements o# curb, guiter, &sidewalle; extension
of new curb ta exisiing thruYcurb inlet @ cvl-de-sac v+rithout sidewaafc is preferred.
AlI required improvements with~in fihe public right-of-way are to be completed
prior to release af the building permi#, or a rinancial surety, in an amount
estirnated by the County Engineer to cover the cvst of constructing the
improverrnents, shall be filed urith the County Engineer. The Develo,pment
Services deparfment vvill set the surei`y amount based upvn the approved pla[ns.
6. Approach permits must be obtainedf after a site plan hos been approved, and
befare the issuance of abuilding permit, from the County Engineering
Department for any new ar altered access points or other County raad
improvernents.
7. Parking and traffic circulafiion patterns shall be shawn on the sifie plan along with
the appropriate parrement marking and signage, far approval by the Spokane
County Engineer. The arrangemenf of parking stalls, turning radii, and travel
cIearances sholl kae in accordance with standard traffic engineering practices.
Utility Conditicn: Permittee is responsible for arranging far all necessary utility
adjustments, relocations, ar improvements as required for completion of the
project, including complefion of the required road irnprovements.
9. Additional Road Infvtma#ion:
The right-of-way widening originally dedicated by the plat for turn-around
purposes is rro longer needed due to the full cul-de-sac present irnmediately to
the norfh. Piease contact 1Jerril Smake, Raad Adminis#ra#or, at 477-3600 Ext.
#406 for possible vacation af this crescent shaped porfiion of right-of-way.
ln surnmary: the following items rnust be received and approved prior to the
Engineenng Department rsleasing its partion of the permit:
, Agreen"1ent to Pay Fees
Site & L~ndscape Plan
Road & S#orm Drainage Plan
Perfarmance Sure#y(if e[ected)
Plec~se direct all submittals fio Carol Frazier af the Departr~ent af
Suilding and Plann`rng,
Spokane County Engineers
i
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I ' Pre-application Transmittal Meeting DateMyne
Division of Building Planning 4/13/99 C 10:00
Transmittal Date: Monday, Aprfl 05,1999
S/te Address: 1716 N UNION ST ProJect Number: 99002640
Parce! Number. 45094.0805 _
Zoning: UR-22 Flre Dlstrlct• FD 01
WaterDlstrlct UNKNOWN ~j v~0
~
Appllcan~• BAKER CONSTRUCTION (509) 535-3668 s~~lrl1r~ccUfJ
T )'s
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Contact• BAKER CONSTRUCTION (509) 535-3668
2711 E SPRAGUE AVE .
.
SPOKANE WA 99202 , , .
4ccupant
.
Permlt Use. . PROFESSIONAL OFFICE _ PAC, 4/13199 @ 10:00 . . , ,
Notes: . ~
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Comments: PROFESSIONAL OFFCE, WOOD FRAME, COMP ROOF, 1500 SF BASEM
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Transm~tted to the following
~ Plan Review Spokane County A1r Poliution
~ Landuse ❑ Water District Fi-re pjsWct ❑ Cfty of Spokane Water ;
~ Dtvtslon of Englneerfng ❑ Crty of Spokane Sewer
~ DIY/SIOR Of Uf%l%tle.S ❑ Wa Dept of Transportatlon
~ Environmental Hea/th Dlstrfct ❑
❑ Liberty Lake Sewer ❑
. Coordinator Cfrazier Pacge 1 oj 1
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Parcel; 45094.0805
4wner: SARDAM, DELDRES F
COOwner: ~ I .
Qwner Address
PO BOX. 11614 SPOliANE WA 99211 -1614 ~
Site Address
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ADDRESS UN}{NOWN. SPO ~ ~ -
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Legal Descriptian
SARDAM SUB L5 B1 T-1 ~
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Noilce: 1'ktis is not a legaf tlocument. Data depicted an this map is gerreral & subject to canstanf revisian. It is intended
for reference use only. Legal documents should be abfained fram ihe appropriate agency.
4 (
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STAFF REPORT
DAT E: Oc tobe r 6, 1983
T0: ZONING HEARING EXAMINER COMMITTEE
FROh1: PLANNING DEPART14ENT STAFF
SUBJECT: ZONE RECLASSIFICATION NUMBER: ZE-73-83
I. GENERAL INFORh1ATION
APPLICANT/OWNER: DELORES F. SARDAM
REQUESTED ZONING: MULTIPLE FAMILY SUBURBAN
EXISTING ZONING: Agricultural Suburban, est. in 1968
PROPOSED USE: Two Four-plexes on two separate lots.
EXISTING USE: Vacant
SITE SIZE: Approximately 27,000 Square Feet
(13,500 Square Feet per Lot)
COMPREHENSIVE PLAN DESIGNATION: URBAN
PRIORITY SEWER SERVICE AREA: Yes AQUIFER SENSITIVE AREA: Yes
PROJECT LOCATION: This site i.s generally located east of and
adjacent to Union Road and approximately 300
feet north of Mission Avenue in Section
9-25-44.
II. BACKGROUND ANALYSIS
1) COMPREHENSIVE PLAN: The site is within the Urban category of the
Spokane County Comprehensive Plan as is all nearby surrounding
properties. Characteristics of the Urban category suggest that
multi-family uses should generally be found as a transitional use
between single family and other more intense non-residential.uses.
Specific characteristics of this site and surrounding areas indicate
that this is an area in transition. The potential for freeway
commercial uses exists to the east, and the Freeway (I-90) nearby
adjoins this site to the north.
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ZONE RECLASSIFICATION NO.: ZE-73-83
II. BACKGROUND/ANALYSIS (continued)
The Comprerhensive Plan suggests criteria to consider in reviewing
multi-family.developments within the Urban category. These include:
* The site's direct or near direct access to major arterial
sy s tem s .
* The height of proposed structures and the impact on surrounding
residential uses.
* Buffering techniques to insure compatibility and consistency
between existing and proposed uses.
* The existence or development of paved streets to serve the
higher density development and traffic.
* The positive or negative impact that the project may have on the
neighborhood.
2) ZONING: North Agricultural, Established, 1942
East Agricultural, Established, 1942
Freeway Commercial, Est. 1981
West Agricultural, Established, 1942 .
Two-Family Residential, Est. 1976
.South Agricultural Suburban, Est. 1968 and
1955 3) LAND USE: Site Vacant
North One single family and Interstate 90.
Primarily vacant between site and I-90:
East Yacant back areas of large tracts
fronting Mission Avenue. Three tracts
have single family uses on Mission.
South Three duplexes. Single family uses
along and bey ond Mission Avenue.
West Primarily large vacant parcels. One
single family use fronts on Union Road.
-1 n
t ZONE RECLASSIFICATION NO.: ZE-73-83
II. BACKGROUND/ANALYSIS (continued)
4) HISTORY OF LAND USE ACTIONS: There has not been any recent activity
in the area. To the east approximately 350 feet f rom the.site, along the west side
of Pines Road and the north side of Mission Avenue, a 3.5 Acre site
was rezoned to Freeway Commercial in 1981. The project at the time
of rezoning indicates a combination motel/restaurant facility.
In 1976, approximately 550 feet west of this present Multiple Family
Suburban rezone request, approval for six lots zoned Two-Family
Residential was granted on an approximate 2 Acre site which is
approximately 250 feet north of Mission Avenue along the east side of
Wilbur Road.
Also, the Sardam Subdivision and rezone to Agricultural Suburban in
1968, the two lots presently proposed for rezone in this application,
are within this 5 lot plat. Approval of the Agricultural Suburban
zoning was in keeping with the applicant's request in 1968 of
anticipated duplex use of the plat. In addition to the zoning
restriction, a condition of approval appears on the face of the final
plat allowing only single family anmd duplex structures. If approval
is granted for this Multiple Family Suburban rezone,'then the plat
language will need to be amended prior to release of fourplex
building permits.
5) NEIGHBORHOOD CONSIDERATIONS: Access to the two proposed Multiple
Family Suburban sites is north on Union Road f rom hlission Avenue.
Union Road is currently graveled and oiled with no curbing. Mission .
Avenue, an arterial, is two lane, paved, generally without curbing.
If approval is granted, the County Engineer recommends the upgrading
of Union Road with paving. However, these improvements can be
deferred through an RID or CRP process joined in by all property
owners on Union Road. Union Road currently serves two single family
dwellings and three duplexes. Due to the large parcels adjoining the
sites, there is still development potential to the north, west, and
east. Consideration should be given to the type of uses that could
occur in the limited areas between these two sites and the Freeway.
CAd
. ~
y
ZONE RECLASSIFICATION NO.: ZE-73-83
III. SITE ANALYSIS
.l) SITE CHARACTERIS7ICS AND CONSIDERATIONS: The site is relatively flat
and currently vacant. The proposal i s 1 ocated on a bench overl ooki ng
the Freeway which is approximately 200 feet north of the property.
2) AGRICULTURAL SUMMARY; Committed to Urban usage by the Soil
Conservation Service - U. S. Department of
Agricui ture.
3} SITE PLAN INFORMATION:
SITE SIZE: Approximately 27,000 Square Feet
13,000 Square Feet per Lot)
EXISTING BUILDINGS: None
PROPOSED BUILDINGS: Twn Four-Plexes (one Four-Piex per
Lot)
Totai F1 oor Area : • 5,928 Square Feet per Bui 1 di ng
(2,964 Square Feet per Floor)
Total Site Coverage: 21 % per Lot
Maximum Structure Height: 21 Feet (2 Stories)
PARKING AREA: '
Parking Required: 6 Spaces per Building
Parking Provided: 6 Spaces per Building
(4 Spaces in Carports and 2 Open)
BUFFERING TECHNIQUES: The submitted site plan indicates that a six
foot high wooden fence wiil be constructed around both sites on the
north, east, and south property iines. Specific purpose of the fence
appears to be as a privacy measure between these sites and adjoining
properties. Provisions for lawn and building landscape areas have
been indicated. The additional need for buffering, in addition to
the planned fence construction, doesn't appear necessary in that,the
proposed use is residential and surrounding properties are generally
vacant at present. A detailed landscape plan, however, will be
required at the time of building permit app7ication.
cv 1
ZONE RECLASSIFICATION NO.: ZE-73-83
3) SITE PLAN INFORMATION (continued)
BUFFERING TECHNIQUES (continued)
Buffering of parking areas has been handled adequately in the
specific design and placement of carports on each parcel. Parking
will be on the west side of each lot adjacent to the apartments and
Union Road. Orientation of the parking areas is away from adjoining
property.
OTHER SITE PLAN CONSIDERATIONS: The plat dedication of Sardam
Subdivision, of which this rezone involves two of the five lots,
allows construction of only single family and duplex structures.
This restriction was placed on the plat by the Planning Commission in
their review of the Subdivision in 1968. It should not be confused
with private restrictive covenants. If approvai is granted this
rezone, then it should be conditioned to amend the dedicatory
1 anguage of the pl at i n order to al l ow for mul ti -fami 1y structures.
The process for plat amendments would be as specified under RCW 58.12
- and would require a public meeting before the Board of County
Commissioners to amend the dedicatory language.by resolution.
IV CONCLUSIONS: Staff supports the proposed rezone of these two sites and
the construction of two four-plex structures for several reasons. The
Urban category of the Comprehensive Plan encourages multi-family uses as
transitional use between non-residential and residential activities. The
proposed rezone is uniquely located between an arterial, a freeway, and a
large F reeway Commercial zoned tract. Possible impacts from these may -
make the property less desirable for low density use. Future development
in this immediate vicinity on undeveloped property, conceivably may be a
- mixture of light non-residential and high density residential uses.
Development of the site as outlined and compliance with recommended
conditions of approval should insure consistency and compatibility with
the area.
. {
~
ZONE RECLASSIFICATION NO.: ZE-73-83
V. RECOMMENDED AGENCY CONDITIONS, IF APPROVED;
a) COUNTY PLANNING DEPARTMENT
. 1) The Zoning Administrator shall approve a specific exterior
lighting plan for the approved area prior to instaliation of
such lighting. (Such plan sha11 attempt to confine iilumination
to the area with full consideration to adjacent properties).
2) A specific landscape plan, planting schedule and provisions for
maintenance acceptable to the Spokane County Zoning
Administrator shall be submitted with a performance bond for the
project prior to release of building permits.
3) The applicant shall develop subject property generally in
accordance within the concept presented to the Hearing Examiner
Committee. Variations when approved by the Zoning Administrator
wi 1l be permi tted, i ncl udi ng, but not 1 imi ted to the fol i owi ng
changes: Building location, landscape plans, and general
allowable uses of the permitted zone. All variations must
conform to regulations set forth in the Spokane County Zoning
Ordinance. The original intent of the development plans shall
be maintained.
4) Di rect 1 i ght f rom any exteri or area 1 i ghti ng f i xture shal l not
extend over the property boundary.
5) The specific development plan wili be submitted for Zoning
Administrator review and approval prior to issuance of buiiding
permi ts.
6) Ali current standards of the Multiple Family Suburban Zone, as
amended, shall be compiied with in the development of this site.
7) Applicant shall comply with '208' recommendations concerning
stormwater runoff and provide necessary landscaping for runoff.
8) Any division of land for the purpose of sale, lease,or transfer
shall comply with RCW 58.17 and the Spokane County Platting
Ordinances prior to issuance of building permits.
9) Applicant shall comply with all agency's regulations as amended
prior to issuance of building permits. _
~3
J
ZONE RECLASSIFICATION NO.: ZE-73-83
a) COUNTY PLANNING DEPARTMENT (continued)
10) That the provisions of SEPA's NOTICE OF ACTION pursuant to
Chapter 43.21C.080 RCW and the Board of Spokane County
Commi ssi oners Resol uti on #77-1392 be i ni ti ated by the proj ect
applicant within thirty (30) days of final disposition of this
application, and prior to any on-site improvements, or file
appropriate documents to the effect that the NOTICE OF ACTION is
waived in accordance with Spokane County Commissioners'
Resolution #82-0458 dated May 4, 1982.
11) Pursuant to the provisions of Chapter 43.21C RCW, the SEPA
Guidelines (WAC 197-10) and the Spokane County Environmental
Ordinance (SCEO), a proposed declaration of non-significance has
been issued at least fifteen (15) days prior to this date; the
official file, written comments and/or public testimony contain
information regarding assessment of the proposal's adverse
impacts to the physical environment; a finding is hereby made
that no potentially significant adverse impacts upon the
physical environ ment are anticipated as a result of the
project; and a final declaration of non-significance is hereby
to be issued.
12) That prior to release of building permits for the four-plex
structures, the dedicatory language of Sardam Subdivision be
legally amended to allow for multi-family uses within the
Subdivision.
b) COUNTY ENGINEERING DEPARTMENT
Prior to the Issuance of a Building Permit
1) Access permits for approaches to the County Road System shall be
obtained f rom the Spokane County Engineer.
2) Applicant shall improve Union Road in a manner consistent with
Spokane County TYPICAL roadway section No. 1 minimum paving
width Access Standard.
3) Applicant shall submit for approval by the Spokane County
Engineer road, drainage, and access plans prior to the issiaance
of a building permit on the property.
~
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s
u
ZONE RECLASSIFICATION NO.: ZE-73-83
b) COUNTY ENGINEERING DEPARTMENT (continued)
4) The applicant shall submit for approval by the Spokane County
Engineer and the Spokane County Health District a detailed
combined on-site sewage system plan and surface water disposal
pl an for the enti re proj ect pri or to the i ssuance of any
building permit on the property.
5) A parking plan and traffic circulation plan shall be submitted
and approved by the Spokane County Engineer prior to the
issuance of a building permit on the property. The design,
location, and arrangement of parlcing stalls shall be in
accordance with standard traffic engineering practices. Paving
or surfacing as approved by the County Engineer, will be
required for any portion of the project which is to be occupied
or traveled by vehicles.
6) The word "applicant" shall include the owner or owners of the
- property, his heirs, assigns, and successors.
7) To construct the road improvements stated herein, the applicant
may, with the approval of the County Engineer, join in and be a
willing participant in any petition or resolution which,purpose
is the formation of a Road Improvement District (RID) for said
improvement pursuant to RCW 36.88, as amended. Spokane County
will not participate in the cost of these improvements.
8) As an alternative method of constructing the road improvement
stated herein, the applicant may, with the approval of the
County Engineer, accomplish the road improvements stated herein
by joining and participating in a County Road Project (CRP) to
the extent of the required road improvement. Spokane County
will not participate in the cost of these improvements.
9) The construction of the road improvements stated herein shall be
accomplished as approved by the Spokane County Engineer.
10) Al 1 requi red improvements shal 1 conform to the current State of
Washington Standard Specifications for Road and Bridge
Construction, and other applicable County standards and/or
adopted resolutions pertaining to Road Standards and Stormwater
Management in effect at the date of construction, unless
otherwise approved by the County Engineer.
11) Roadway standards, typi cal roadway secti ons and drai nage pl an
requirements are found in Spokane Board of County Commissioners'
Resolution No. 80-1592 as amended.
_ .J
•
v
ZONE RECLASSIFICATION No.: ZE-73-83
c) COUNTY UTILITIES DEPARTMENT
1) Pursuant to Soard of County Commi ssi oners Resol uti on No.
80-0418, the use of on-site sewer disposal systems is hereby
authorized. This authorization is conditioned on compliance
with all rules and regulations of the Spokane County Nealth
District and is further conditioned and subject to specific
application approval and issuance of permits by the Health
District.
2) The owner, his heirs or successors shall join and participate in
any petition or resolution which purpose is the formation of a
utility local improvement district (ULID) pursuant to RCW,
Chapter 36.94, as amended. The owner, his heirs and successors
shall further agree not to oppose or protest any legal
assessments for any utility local improvement district (ULID)
established pursuant to RCW Chapter 36.94, as amended. .
3) Any water service for this project shall be provided in
accordance with the Coordinated Water System Plan for Spokane
- County .
4) Each unit shall be double-plumbed for connection to future .
area-wide collection systems.
d) COUNTY BUILDING AND SAFETY DEPARTMENT
1) The site is located in Fire District # 1.
2) Installation of fire hydrants to be in accordance with the
requirements of the Spokane County Department of Building and
Safety.
e) WATER PURVEYOR
1) Water Purveyor is Modern Electric Water Company, and they wili
supply the site with adequate water for domestic, fire and .
irrigation uses.
~G
~ - (
~
ZONE RECLASSIFICATION NO.: ZE-73-83
f) COUNTY AIR POLLUTION CONTROL AUTHORITY
l) That dust be controlled f rom all excavation and construction
related activities.
2) That the proponent agrees to pave the access road (Union Road,
north of Mission).
h) '208' STUDY
1) Applicant shall comply with '208' recommendations concerning
stormwater runoff and provi de necessary 1 andscapi ng for runoff.
i) COUNTY HEALTH DISTRICT 1) Appropriate utility easements shall be indicated.
2) A combined surface water and sewage disposal detailed plan shall
be approved by the County Engineer and the Health District prior
to the issuance of any building permit for this project.
3) Sewage disposal method shall be as authorized by the fJirector of
Utilities, Spokane County.
4) Subject to specific application approval and issuance of permits
by the Health Officer,-the project is authorized the use of
individual on-site sewage systems.
5) Water service shall be coordinated through the Director of
Utilities, Spokane County.
6) Water service shall be by an existing public water supply when
approved by the Regional Engineer (Spokane), State Department of
Social and Health Services.
7) Disposal of sewage effluent beneath paved surfaces is currently
prohibited.
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GROSS-HATCH ADVERTISING
1716 N. UNION
DRAINAGE REPORT
Pro j ect No. 99-017
OS/11/99
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ENGAIlT-ER'S STATEMENT:
The design improvements shown in this set of calculations conform to the applicable
editions of the Spokane Coufity Standards For Road And Sewer Construction and the
Spokwre Cozarty Guidelines For Stormwater Management. All design deviations have
been approved by the Spokane County Engineer. I approve these calculations.
Prepared By:
Metro Engin eering, In c- S,p
S. 324 Sherman St. ~kq~
Spokane, WA 99202 ~ CpG~~% /
Ph.. (509) 624-9351 ~1120'O ,Qj,
Fax: (509) 624-8153 y /V
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DRAINAGE REPORT
Project Description
The site is located at 1716 N. Union in the Spokane Valley. The proposed project
consists of a new commercial building, paved parking lot, landscaping and site
improvements. As part of the project, necessary drainage improvements will be
installed.
Drainage Analysis
Please reference the Grading/Drainage Plan.
The soil on-site is Garrison soil, per the SCS soils map (attached), which is pre-approved
for the use of drywells in Spokane County. The site will have one drainage basin, which is
essentially the entire site.
Runoff from the site will drain to a"208" bio-filtration swale. The swale will drain via a
standard Spokane County drywell.
The calculations for the "208" swale and drywell are attached.
The existing "208" swale, which drains runoff from Union Street, will be reconsiructed_
The size of the swale will be increased significantly. The existing Type B drywell will
continue to be used.
;ifvGTON SHEET NUMBER 66 + SCS SO; IS tMAlt P
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BOWSTRING METHOD (TEN YEAR STORM DESIGN) PROJECT: GROSS-HATCH
DETENTION BASIN DESIGN BASIN: TOTAL SITE
DESIGNER: JGL
DATE: 11.May-99
Total Area (calc.) (see 1-11) 0.58
Time of Conc. (calc.) (see H1) 5.00
Composite "C" (calc.) (see H1) 0.55
Time of Conc. (min) 5.00
Area (Acres) 0.58
C' Factor 0.55
Impenrious Area for "208" treatmeM (sq. ft.) 11 546 1000 Pond floor area
Volume Provided (cu. ft.) 208: 500 storm (total): 750
surface: 750
u/g: 0
Outflow (cfs) 0.3 0.00
Area' C" Factor 0.32
#1 #2 #3 #4 #5 #6 #7
Time Time Irrtensity Q dev. V in V out Storage
Inc. Inc.
(min.) (sec.) (in.lhr.) (cfs) (cu. ft.) (cu. ft.) (cu. ft.)
(#1 *60) (A'C"#3) (Outf.'#2) (#5-#6)
5.00 300.00 3.18 1.02 408 90-00 318
5 300 3.18 1.02 408 90.00 318
10 600 2.24 0.72 502 180.00 322
15 900 177 0.57 567 270.00 297
20 1200 1.45 0.46 803 360.00 243
25 1500 1.21 0.39 619 450.00 169
30 1800 1.04 0.33 632 540.00 92
35 2100 0.91 0.29 640 630.00 10
40 2400 0.82 -0.26 -655 720:00 --65
45 2700 0.74 0.24 662 810.00 -148
50 3000 0.68 0.22 674 900.00 -226
55 3300 0.64 0.20 696 990.00 -294
60 3600 0.61 0.19 722 1080.00 -358
65 3900 0.60 0.19 767 1170.00 -403
70 4200 0.58 0.19 797 1260.00 -483
75 4500 0.56 0.18 823 1350.00 -527
80 4800 0.53 -0.17 830 1440.00 -610
85 5100 0.52 0.17 864 1530.00 -666
90 5400 0.50 0.16 879 1620.00 -741
95 5700 0.49 0.16 908 1710.00 -802
100 6000 0.48 0.15 936 1800.00 -864
"208" CALCULATIONS
Required grassy swale pond storage volume
= Impervious Area x.5 in./ 12 in./ft. = 481 .cu, ft.
provided: 500 cu. ft. OKl
10 YEAR DESIGN STORM-STORAGE CALCULATION
Maximum storage required by Bowstring = 322 cu. ft.
provided: 750 cu. ft. OK!
.
J
PROJECT: GROSS-HATCH
RATIONAL EQUATION (FLOW CALCULATION) BASIN: TOTAL SITE
DESIGNER: JGL
DATE: 11-May-99
ASSUME 5 MINUTE TIME OF CONCENTRATION
Tc (overiand) Tc (gutter) Areas "C' A'C
Ct = 0.15 L2 = 0 0.31 0.90 0.279
Z1 = 50.0 0.27 0.15 0.4405
L1(A) = 50 Z2 = 0.2 0.00 0.90 0
N(A) = 0.4 B= 0 0.00 0.00 0
S(A) = 0.01 n= 0.016 0.00 0.00 0
s= 0.005 0.00 0.00 0
Tc (A) = 3.60 d= 0.195 0.00 0.00 0
Total A Comp "C"
L1(B) = 0 Tc (gu) = 0.00 0.58 0.55 N(B) = 0
S(B) = 0 Tc(A+B) = 3.60
Q=C•I*A= 1.02
Tc (B) = 0.0
Tc(tot) = 5.00 Q(est.) = 0.00
Intensity = 3.18
A = 0.9544275
WP = 9.9508
R = 0.0959
V = 1.37
Tc (total) = Tc.(overland) + Tc.(gutter) Tc(gu) _ -0.00
Tc (overland) = CY(L1'N/S"0.5)^0.6) Q(est) = 1.31
Ct = 0.15
L1 = Length of Overiand F1ow Holding = 0.00
N= fiction factor of.overland flowl.4 for-average.grass.cnuer)
S= average slope of overland flow
Tc (gutter) = Len.gth (ft.)Nelocity (ft./sec.)f60
B= Bottom width of gutter or ditch
Z1 = inverse of cross slope one of ditch
Z2 = inverse of cross slope two of ditch
d= depth of flow in gutter (estimate, check estimate with Flow)
Area = d'B+d^2l2'(Z1+Z2)
Wetted perimeter = B'd±(1/sin(atn(121))+1/sin(atn(1/Z2)))
Hydraulic Radius = R= ArealWetted Perimeter
Velocity = 1.486/n*R^.667"s^.5
Flow = Velocity'Area
n = 0.016 for asphalt
s= longitudinal slope of gutter