BROADWAY E 5821 CONVENIENCE STORE W/GAS PUMPS MAID O'CLOVER
.
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Maid O' Clover Convenience Store
Broadway/Fancher Location
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Construction Svecifications 7)'
9~
SC5-04a Asphalt Concrete Pavement evi~
c
TRENCH REPAIR
Disturbance of an existing asphalt concrete pavement due to trench excavation of less than six
feet in width shall be repaired by the Contractor as follows:
1. Pavement Cutting: The contractor shall cut the existing pavement along the trench edges
with equipment approved by the Engineer. Immediately before placement of a patch, the
existing pavement shall be cut with a saw along rectangular lines as shown on the plans
or as directed by the Engineer. The pavement shall be removed to provide a firm, neat,
straight, vertical edge. The Contractor shall be responsible for maintaining the edge.
Additional cuts with a saw will be required to correct broken or damaged edges.
2. Pavement shall be removed in an approved manner.
3. Trench depth shall provide 24 inches minimum cover over facility to be placed in the
trench.
4. A tack coat of Grade CSS-1 or RC250 Asphalt shall be uniformly applied to all edges
to be joined and lapping 6 inches over the existing pavement. The lines from the new
asphalt pavement shall be raked over the tack coat, feathered and rolled or tamped to seal
the joint. The structural section of the patch shall be equal to the section of the existing
pavement. The thickness of asphaltic concrete shall not be less than 2 inches. Asphaltic
concrete may be substituted for aggregate base if compacted layers do not exceed .25 feet
with adequate compaction. Asphaltic concrete used for patching shall be Class A or B.
It shall be furnished, placed, and compacted in conformance with the standard
specifications.
In inclement weather or as determined by the Engineer, trenches located within the
traveled way shall be backf'illed with 0.10 feet of asphalt concrete pavement over 0.5 feet
of cement concrete, over an approved backfill material. Cement concrete shall contain
7.5 sacks per cubic yard of Type III cement. Additives may be added as approved by
the Engineer to ensure opening of the road to traffic within 2 hours.
Repair of a trench over ten feet in width shall be made according to the standard specifications
applying to new road construction. Road structural section materials and dimensions shall be
determined by the County Engineer.
S94-17
l
~
DAT`E FINALFD ENGINEER'S REVIEW SHEET
CHECK WHEN LOGGH 1) IN FINAL
BLDG. PERMIT # -or -FILE# B94133-94
Related File # ( )
, Date to Review 8-22-94 Time 10:00 # -
Date to AA & DR Time
Date Received 7-25-94
Project Name CONVIENCE STORE W/GAS PUMPS MAID No. Lots No.Acres
O'CLOVER
Section - Township - Range
SITE ADDRESS BROADWAY E 5821/W FANCHER PARCEL # 14531-2103
Applicant's Name DAVE WALL-IHOMAS DFAN & HASKINS Phone # 325-8499
Address Work #
Date Conditions mailed
Contact person Phone #
FLOOD 70NE V NO W S SCHOOL
Engineer / Surveyor's / Architect's Name
Planning Covtact Person Phone # 456-2205
Date Submitted Description Initials
,
ID l AGI7EEMENT TO PAY FEES OR PRIORITY FEE COMPLE-TED rC-OPY TO ACCOUN'I'I
17 i
FINAL PLAT FEES COMPLETED & COPY TO ACCOUNTING
NOTICE TO PUBLIC # 1 3 4 6 CONTPLETED - OR NEEDS TO BE SIGNED
DESIGN DEVIATION SUBMITTED
AI.'TERATION TO PLAT - BLOCKS & LOTS
BOND RELEASED -ROAD & DRAINAGE IMPROVEMENTS
HFARING EXAM _APPROVED _DENIED- APPFAI..ED BBC / PROJECT _AYPROVED _DENIED
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Date Submitted Description Initials
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I3US[NESS NAML: PARCEL NO./LCGAL
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PROPOSrD USC:
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CONTACT: PHONE:
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REASON FOR TRANSMITTAL
PREAPPLICATiON CONFERENCE PRECONSTRUCT[ON CONFERENCE OTHER:
DATE: TIME:
DOCUMENTS CIRCULATED
;
DISTRIQUTED TO:
kECD DESCRIPTION BUILD(NGS PLANNING ENGIN6ERS HEALTH SCAPCA E[RE DIST f! OTHER:
ISite Plan (new) (revised)
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Date ~ ? . , 't-tal,. Review Coordinator:--
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SPOKA~lE COUf~TY ENClNEER'S 0FF9CC ~
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C} ~ Al~ CirculatecJ by:
?90JECY # 33-2-~s--R
B M ITTAL #
Spoktrne Counrv Divi.ciun uf Buildings ~ 1026 West $ruad<vav Avc:nue =K Spoktnnc, WA 99260 (509)456-3675
~ .
PE6 URA TO CO~~~ ~~~INEER
, .iO1VtAS., DEAN L-HOSKINS INC.
~ ENG NEER NG CONSU--AN S West 316 Boone Avenue, Suite 757 • Spokane. Washington 99201 •(509) 325•8499 • FAX (509) 325-8497
S
LETTER OF TRANSMITTAL
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TO: ~~po~Q,rLQ ~Ot~ DATE: 2, • z 7 • q ~ `J ~~r ~1-
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We are sending you Attached Under sepatate cover via the following items:.;;. .
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[ ] Shop Drawings [ ] Disks [ ] Plans [ ] Samples
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. [ ) Copy of Letter [ ] Change Order [ ] Specifications ( J . . . ~r ~ •
.
COPIES DATE DESCRIPTION
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These are transmitted as checked below:
4-Fdr approval No exception taken Resubmit copies for approval , For your use Make corrections noted [ J Submit copies for distribution As requested For review and coimment Return corrected prints
For Bids Due 019 Prints Returned After Loan To Us
REM
;jA- ARKS • ?Z!AW .6u sko
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cc: TH , EAN & HO , INC.
. Signed:
OFFICES IN GREAT FALLS, BOZEMAN, KALISPELL AND SPOKANE .
, , . ~ .
. ,
. . .
Maid O' Clover Convenience Store
Broadway/Fancher Location S
Construction Specifications
eyNo~o
SC5-04a Asphalt Concrete Pavement
TRENCH REPAIR G
Disturbance of an existing asphalt concrete pavement due to trench excavation of less than six
feet in width shall be repaired by the Contractor as follows:
1. Pavement Cutting: The contractor shall cut the existing pavement along the trench edges
with equipment approved by the Engineer. Immediately before placement of a patch, the
existing pavement shall be cut with a saw along rectangular lines as shown on the plans
or as directed by the Engineer. The pavement shall be removed to provide a firm, neat,
straight, vertical edge. The Contractor shall be responsible for maintaining the edge.
Additional cuts with a saw will be required to correct broken or damaged edges.
2. Pavement shall be removed in an approved manner.
3. Trench depth shall provide 24 inches minimum cover over facility to be placed in the
trench.
4. A tack coat of Grade CSS-1 or RC250 Asphalt shall be uniformly applied to all edges
to be joined and lapping 6 inches over the existing pavement. The lines from the new
asphalt pavement shall be raked over the tack coat, feathered and rolled or tamped to seal
the joint. The structural section of the patch shall be equal to the section of the existing
pavement. The thickness of asphaltic concrete shall not be less than 2 inches. Asphaltic
concrete may be substituted for aggregate base if compacted layers do not exceed .25 feet
with adequate compaction. Asphaltic concrete used for patching sha11 be Class A or B.
It shall be furnished, placed, and compacted in conformance with the standard
specifications.
In inclement weather or as determined by the Engineer, trenches located within the
traveled way shall be bacl~'illed with 0.10 feet of asphalt concrete pavement over 0.5 feet
of cement concrete, over an approved backfill material. Cement concrete shall contain
7.5 sacks per cubic yard of Type III cement. Additives may be added as approved by
the Engineer to ensure opening of the road to traffic within 2 hours.
Repair of a trench over ten feet in width shall be made according to the standard specifications
applying to new road construction. Road structural section materials and dimensions shall be
determined by the County Engineer.
S94-17
' ' .
` o'Clover c~'~vrp'aratia~ '
a~d
202 South Fifth Avenue
Yakima, Washington 98902
(509) 248-3562
FED
SPaK4~'~g CO-11:M EPdGINEER
February 24. 1995
OtYice or The County Engineer
Spokane County, Washington
1026 West Broadway Avenue
Spokane, WA 99260-1020
Attn: Doug Busko E.I.J.
RE: Maid 0' Clover Convenience Store, E. 5821 Broadway Avenue
ReY. No.:B94133
Gentlemen,
Maid 0' Clover Stores acknowledges the 10 foot R/W strip that may be purchased
by the County at a Yuture date. Should the parcel be purchased, Maid 0' Clover
will re-configure the southwest drainage swale at its expense. The re-
contigured swale will provide equal capabilities tor capture and treatment or
runot f .
Sfncerely,
MAID 0' CLOVER NIBNCE STORES
.
Owner
p.c.: Gilbert H. Moen Company
Witnessed by:
Notary','~'Publ f c in and tor the State of
Washington, residing at Yakima.
Established 1901
~ _
NOTICE OFi ~ TRANSMITTAL'
ADUIZESS: IE ~cJgc~ ~~~1.7W~~ A\lc PROJI-C"' ll: ~4/_ ~0a
BUSINESS NAML: MPrID O'(,LOV'£e. PAIZCEL NO.ILEGnI,
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PROPOS CD USL: o 1, i ~ 2-1 .
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CONTACT: PHONC:
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D ATE: TI M E: V(`.~ ~~R U S
n0 CCTIYZENTS CIRCULATED
DISTRIBUTED TO: '
RECO DFSCRIPTION BUILDINGS PLANNING ENGINEERS HEALTH SCAPCA FiRE DIST A' J~ OTHEIt:
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OFFICIAL PUBLIC DOCUWiENT
SPOKANE COUNTY ENGINEER'S OFFlCE
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PROJECT #
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NOTICE OF TRANSMIrtTAL
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BUSINESS NAMi1: PAIZCEL NO./I.,EGAL
D ES C R I P"I' I ON:
PRO1'OSED USE: CONTACT: PHONE:
REASON FOR TRANSMYTTAL ~
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PREAPPLICATION CONFERENCE PRECONSTRUCTION CONFERENCE OTHER:
DATE: TIME: f
DOCUMENTS CIRCULATED
DlSTR1BUTED TO:
rcccD DESCRIPTION BUILDINGS PLANNWG ENG[NEERS HEALTH SCAPCA F1RE DlST fl 07NER:
'Site Plan (new) (revised) I • ~ ~ I I I
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The above iteitrs ham bee»
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Date of TrafifffiMAL PUBL►C DOCtJMENT Rz,view Caordinator:
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NA.= Circulatecl by:
pawlt 9 02
PROJECT #
SUBMITTAL # -
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t Bi•uc~~li~~~r~, Ati~c'~iue Sf»k«~itr, WA 99260 (509)456-3675
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dFMCE: OF TEJF COUNTY ENGIINIEER • A DiVJSIONI f)F 1,'FiE P[.JBLIC WORKS DEFARTT7F.W
Roneld C. Hormnn, P.E., Count}, Engineez Dennis M. Scort, P.E., U1reCtor
MI1V11V1U117 REQUIREMENTS CHECUIST
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The following is a list of minimum standard i#ems used in reviewing pians for
building permits. Without these minimum requirements the Spokane County
Engineer's Department is not able to perform a review of the project. The
project wi11 be returned to the applicant or held without further review until the
minimum items and this checklis# have been submitted.
,ST. A.NDA,.iRla S UBMITTAL REQU7REAfENTS
, Required 8y This Project
Submitted By The Applicant .
Not Applicable To This Project
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~ C~ ❑ An a9reement to paY fees must be received before review of the
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plans will continue. It is an agreement between an interested party
(4wner,agent, etc.) and Spokane Caunty to reimburse the County for accrued
cost in reviewing the* plans.
A property deed is required if the applicant decides to praceed with
a Road improvement District Agreement. This is an agreement to not protest
the formation of a Road Improvement District. Yhis document is required in
lieu of making necessary roadway improvements. A deed is also necessary
if right-of-way is required.
~d ❑ Narth Arrow should aPpear on the plans.
~ 0'-- L7 ❑ An a ro ria#e scale is for he pI
pp p r~quired t ans.
1026 1,V 8roadway Ave. • SpokanP, ItiE1.9Q?.60-Q77() •(Sd9) 456-3600 FA\: (509) 3~4-34.78 TDO: (5001) 324-3166
.
L~` L1 C1 A benchmark is required for this project. A benchmark is a physical
mark or object used as a reference for eievations. This point must be left
undisturbed by construction.
✓l.~" L3~ C] Road names should apPear on the plans.
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Right of Way d'mensions, from centerline of a~ d~acent rvads to
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property lines should appear an the pians. ✓ C~''~ ❑ Property line dimensions of the entire parcei rnust be shown, not
just the portion being constructed.
4 L Land required to be set-aside for future acquisition by the County
for future right-of-way needs ta be shown an the site plan. Required private
,
208 swale areas must be outside of set-aside area. f p
C~" ❑ Provide contours or sufficient spot eievations to check site grades.
One--percent is the minimum requirement for asphalt pavement slopes on
parking lots without special construction requirements by a lacensed engineer.
Concrete lots may have lesser slapes but shoufd be greater than or equal to
0.5%.
❑ All pfans submitted to this dePartmen# are required to have a
professional engineer's stamp or registered architects stamp by state law.
Architect stamp must include a signature. Professional Engineer stamps
must include the current seal and expiration date as well as signature and
date. Architects may not stamp calculations or designs which exceed simpfe
208 design procedures.
Afl traveled surfaces are required to be paved unless a paving
waiver has been granted.
A traff,c circulation plan is required for this project. This plan may
be incorparated into the site plan unless specifically requested to be
,
separate.
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'208' Calculations fot the sEte are required for runoff of asphalt4c
surfaces (pavement, roofs, etc.) within the Aquifer Sensitive Area. Show the
quantity of impervious area, volume required and provided, swale area
required and provided. A total of 3,000 square feet or less of new impervious
area including the building, if the roaf is asphaltic, will not be required to go
to a '208' swale.
i~ ❑ Provide a copy of roof detail sheet or state canstruction vt roof.
Metal roof runaff does not have to go to a swale, while asphaltic or built-up
roof runoff is required to be handled by a swale. Ii HVAC equipment is
proposed to be located on the roof then the roof area needs to be included
in swale calcuEations unfess the HVAC unit is hydraulicalfy isolated.
C'~ ❑ Provide curb cut calcula#ions andlar iniet caiculations as may be
appropriate.
ADD.I.TIONAL ItL"~,1UIREMiEN?'S FOR WBAIITTA1.S
❑ C] Certain locations within Spokane County require special testing to
determine suitability of soil for drainage. Provide a detailed soil/site report
from a licensed geotechnical engineer.
Calculations provin9 the adequate Performance of 9rates, Pipes,
,
inlets, ditches, etc. need to be submitted if applicable. All design sha{I be
done in accordance with Spokane County Guidelines for Stormwater
Management (latest edition)
•~L~ Show tvPical cross-sections for the required swales. The swales
,
must be sodded and side slopes should n4t be steeper than 2:1 for up to 12"
in depth. For swafes with greater depths uSe 3:1. The top of the swaie
shouid be a minimum 4 in. above the drywell lid.
Q~❑ Provide bottom of swale elevations.
~ ~ Provide dryweli grate elevations.
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~ The County requires a Spokane County Type 4 grate and cover
for drywell-s in 208 swales. Specify on the drawings this type of lid.
7his list is not inclusive of all of the requirements needed but instead is the
minimum required to initiate review. Additional submittals and information
may be required by conditions of approva(, standards, and other agreements
to secure finai department approval. Qther ifems that may be required could
include ths foilawing:
o n e~ .
A fetter from SCAPCA is requrred for projects requestrng a
pavement waiver. The letter is obtained by this department after a written
request is received from the applicant. A pavement waiver is required when
a portion of a site is not paved when otherwise required to do so. May be .
submitted on second submittal if necessary.
❑ ❑ eci .
A rprocal use agreement is required for thrs project. It is an
agreement between the owners of two or more parcels granting recipracal
use between the properties. Situations that require this agreement include,
(but are not limited to), ingress/egress, parking or drainage across property
lines. This agreement is a legal document between the parties. Far more
information on this agreement cQntact your land-use attorney. May be
submitted on second submittaR if necessary.
C~
19 ❑ 11 Approach Permits are requ'tred on all new approaches as well as
cvf (,r afl approa.ches that wiil be aitered. Contact Sylvia Lightfoot at the County
f&,(l, Engineer's Department. Approach permits for county roads will,not be issued
until a site plan is approved.
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A landsca e lan is re uired to ensure the e is
p p q r no conflrct with
swale area.
AIL-
JO& ~ A bond or some other form of financial surety approved by
pokane County needs ta be submitted for proposais that require
improvements within the adjacent right-of-way. To expedite your request for
a building permit the County has 3 pre-approved borid farmats, if you chose
to use a different format a rnember of the Caunty's lega( staff wi11 have to
review it whicti will likeiy result in a delay.
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~ Com plete road and drainage plans for the project which will include
a mylar signed by the owner. This checklist is meant ta help expedite #he review process by assuring that
minimum items are available. The County welcomes comments concerning
this checklis# to assure that it is fulfilling it's purpose helping to make the
review process more efficient. Please direct all comments in writing to,
Director, Development Engineering Services, 1026 West Broadway Avenue,
Spokane, WA, 99260-0170.
D:1wp511boblpermit5lminimum.r8
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'i rIOMAS, DEAN & HOSKINS INC.
~ ENG NEER NG CONSULTANTS
West 316 Boone Avenue, Suite 757 • Spokane, Washington 99201 •(509) 325-8499 • FAX (509) 325-8497
February 13, 1995
Mr. Doug Busko S,o
Spokane County Public Works 0q~c~~
1026 W. B roadway Ave. xx ~c G
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Spokane, WA 99260_0170
Re: Ma;d O,Cloner, Broadway/Faiicr:ex
Civ 1 Draw gs
Dear Mr. Busko:
Enclosecl are two revised copies of the civil drawings for the Maid O'Clover site work along
with your previous redline. We have addressed your comments with the exception of removing
the proposed utility connections from Fancher Road. Gilbert H. Moen Company, the developer,
is working directly with the County to xesolve this issue.
Please call if you have any questions i•egarding this submittal.
Sincerely,
THOMAS, DEAN HOSKIr:,S, INC.
Dave Wall, P.E.
Project Engineer
Enclosure
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cc: 594-17(2) ~
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OFFICES IN GREAT FALLS, BOZEMAN, KALISPELL AND SPOKANE
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THOMAS, DEAN & HOSKINS INC.
~ ENG NEER NG CONSULTANTS
Wesi 316 Boone Avenue, Suite 757 • Spokane, Wasfiington 99201 •(509) 325-8499 • FAX (509) 325-8497
October 111 1994
3eff Forry, Project Review Coordinator
Spokane County Division of Buildings
West 1026 Bzoadway
Spokane, WA 99260
Re: Building Permit Appiication; Proposed Maid O'Clover Convenience Store Site;
5821 E. Broadway; Reference No.: BP 132-94
Dear Jeff:
On behalf of our client, Gilbert H. Moen Co., Inc., we request building permit approval for the .
referenced project. The following listed material is submitted in support of said request:
Seven sets each of site, drainage, and landscape plans, including:
• Grading and Drainage Site Plan (TD&H Sheet 1 of 3)
• On-Site Waste Water Disposal System Plans (TD&H Sheet 2 of 3)
• On-Site Waste Water Disposal System Details (TD&H Sheet1_~WJ~80:~N9:3000
• Landscape Plan (Environment West Sheet 1 of 1) ~66L C L 100
Three sets each of construction drawings, including:
• Grading and Drainage Site Plan (TD&H Sheet 1 of 3) ~3AI3038
• On-Site Waste Water Disposal System Plans (TD&H Sheet 2 of 3)
• On-Site Waste Water Disposal System Details (TD&H Sheet 3 of 3) • Landscape Plan (Environment West Sheet 1 of 1)
• Building plans and details (Sandros Sheets 2 of 7 through 7 of 7) • Roof truss details (Trus Joist Sheets 1& 2 of 2)
• Mechanical Plan (L&S Sheet M-1)
• Plumbing Plan (L&S Sheet P-1)
• Lighting Plan, Symbols & Notes (DEI Sheet E-1)
• Power Plan and Notes (DEI Sheet E-2)
• Site Plan, Panel Schedules & Power Riser Diagram (DEI DOCUNiENT
• Restaurant Equipment Floor Plan (Bargreen Sheet K-l)SppKANE COUNTY ENGINEER'S OFFICE
• Restaurant Equipment Scheduse (Bargreen Sheet K-2) _ ORIC~NA.
• Restaurant Equipment Lighting Plan (Bargreen Sheet K 4) y, 3T ,
PROJECT # ~
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One copy each of the following supplemental documents: SUBMiTTAL #
• Pre-Application Conference Report RETURN TO COUNTY ENGINEEa
• Sand lined pressure bed wastewater disposal system design notes (28 sheets)
• Nursery estimate (Environment West 1 sheet)
• Energy calculations (L&S 1 sheet)
'(~~r
• Muumum Requirements Checklist
OFFICES IN GREAT FALLS, BOZEMAN, KAUSPELL AND SPOKANE
I ✓ ~ , •
Two copies of the following supplemental document:
• Drainage Study/'208' calculations (TD&H 16 pages)
In addition, we offer the following comments on items contained in the Permit Release
Requirements and Minimum Requirements checklists furnished to our client:
• Irrigation system plaras - we are assured by the landscape architect at
Environment West, that the Landscape Plan will meet this requirement.
• Traffic Cireulation Plan - prior conversations with Paul Linneman at
County Engineering indicates this plan will not be required as traffic
circulation patterns are apparent from the Site Plan layout.
• The non-asphaltic hypalon roof, and the hydraulically isolated HVAC equipment
preclude a need to include roof area in the '208' swale requirements.
• Regarding approach permits for the site, per a recent conversation with Sylvia
Lightfoot at the County Engineer's Department, the client is to apply just as soon
as the site plan is approved. We would appreciate notification of that approval
at the earliest convenience, so that application can be made.
• Wastewater disposal system plans have been submitted and conditionally approved
by Terry Chambers at the County Health District.
• Street and sidewalk plans for Broadway Ave. Street improvements are being
constructed at this time. According to Paul Linneman, Counry Engineering, no
plans are required for Broadway Ave. for this application.
• A fire hydrant is proposed on Broadway Ave. We would like to discuss the
possibility of installing the waterline for the hydrant in Broadway Ave. before the
county completes the roadway paving:
• The following items have been submitted to you by the client prior to this date:
- Promissory letter for landscape requirements,
- Agreement to pay fees, and
- Critical materials list.
We trust this information meets the requirements for approval and issuance of a building permit
for our client. If there are questions, please direct them to:
Joe Park
Gilbert H. Moen Co., Inc.
516 South Sth Avenue
Yakima, WA 98902
Phone: 509-248-0740
Sincerely,
RECEIVED
THOMAS, DEAN & HOSKINS, INC.
OCT 1 3 1994
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~'~°--7~ FO~t~EMENT
CQQE EN
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CliftoA W. Morey, P.E.
Project Manager
Enclosures
cc: Joe Park
File: S94-17(2)
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N'O'I'ICE OF TRANSN41y IAl-i
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PROPOSCD USR: ~2l co,ew z°i't / P.~
CONTACT: PHONE: ~
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REASON FOR `rRANSMZ'Z"x'AL ~
PREAPPLICATIOTI CONFERENCE PRECONS'1'RUCT[ON CONFERENCE OTHER: ~
DA'TE: TIME:
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DOCUMENTS CIRCULATED
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IPucking Plan•pe US PV'~ ~1' Y f. ~ 9rl'- ~s ' ~?aa-~r'f4 ~Yi~~~~a~'Ja~~.y~~~~`«S:~a~'.°k:73~,, Aaa~+a►.~ .~.~a~ .'C~'` ~~y» ~v
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NOTICE OF TRANSMITTAL
ADDI2CSS: PaOJEC"I' ll:
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BUSINESS NAME: PnRCEL NO.ILEGAL
DESC[Z[PT[olv:
PROPOSED USE:
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REASOrI FOR TRANSMxTTAI,
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PREAPPLICATION CONFERENCE PRECONSTRUCTION CONFERENCE OTHER: OFFICIAL SpOKANE COUNTY E PUBLI _R'S OFFICE
DATE: TIME:
PROJECT
DOCUMENTS CIRCULATED SUBMl7TAL #
DTSTRIBUTED TO• rlc ► urttv I U VUUIV f YE'~'GINEFR
RDM DESCR[P'i'ION BUILDiNGS PLANNING ENGINEERS HEALTH SCAPCA FQLE D[ST A' I OTHF.It•
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NOTICE OF TRANSMITTAL
ADDRESS: Q I~IZC~1C
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BUSINESS NA E: , ~ PnRCEL N0./LEGAL
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REASON FOR TRANSMITTAL ~
SF-P n q 1994
PREAPPLICATION CONFERENCE PRECONSTRUCTION CONFERENCE OTH~R:
~MV~a,E eOUNTv ENGeNFk-k ~
DATE: TIME:
DOCUMENTS CIIZCULATED
;
~ DISTRI BUTED TO:
RECD DFSCRIPT[ON BUILDINGS PLANNING ENGINEERS HEALTH SCAPCA FIRE DIST fl ~ OTHER:
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Transmittal: -1 Review Coordinat _ ~ es
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Circulated by:
Spnktrnc Couilr>> Divi.ciun of Builtling.r * 1026 We-vr Broudwtiy Avc,~mue * S/xikanc, WA 99260 (509)456-3675
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S P O K A N E ~ . C O U N T Y
DEI'ARTMENT OF BUILDINGS • A DIVIS[ON OF THE PUBLIC WORKS DEPARTMENT
JAMES L. MANSON, C.B.O., D[RECTOR DENNIS M. SCOTT, P.E., D(RECTOR
AMENDMENT RECEIVED
AUG 2 6 1994
TO: Jce Park
Michael Moen SPOKANE COUNTY ENGI
NEER
Dave Wall
Clifton Morey
FROM: Sherrie Wright, Secretary
Division of Buildings
DATE: August 25, 1994
RE: Amendment to 8/22/94 Pre-Application Conference Summary
5821 E. Broadway - Maid O'Clover Convenience Store with Gas Pumps
AMENDMENT TO SUMMARY OF DEPARTMENTAL REOUIREMENTS:
1. ENGINEER' S DEPARTMENT - PAUL LENNEMANN
DISCUSSION COMMENTS - Addition
1. 10 ft. set aside required on Broadway.
Please revise your summary accordingly. Should you have any questions or need additional
information, please feel free to contact me.
sw
cc: Dennis Scott, Public Works Director
Kelle Vigeland, Spokane County Air Pollution Control Authority
WFST 1026 BROADWAY • SPOKANE, WASHINGTON 99260 •(509) 456-3675
FAX (509) 4564703
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I'CZ11-A_I'PLICATION :P:R. . . . r ~ ' . ~ - ~
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BUILDING PERMIT CHECKLIST
~ PRE-APP ~
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IIREQUIREa1 COMPLETED ~
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AGREEMENT TO PAY FEES ~ X ~
RIGHT OF WAY DEPARTMENT ~
DEED ~
EASEMENTS
R/W I ~
RID I I
LEGAL DESCRIPTION CHECK I I
LETTER FROM SCAPCA I I
RECIPROCAL USE AGREEMENT ~ I
APPROACH PERMIT ~ X I
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NORTH ARROW ~ X ~
SCALE ~ X +
BENCHMARK ~ X ~
ROAD NAMES I X I
R/W DIMENSIONS ~ X I
PROPERTY LINES . ~ x I
SET-ASIDE shown on pians
GRADES (min 1.0%) ~ x ~
STAMP ~ X ~
PAVING (surface description) ~ x ~
TRAFFIC CIRCULATION PLAN ~ X ~
LANDSCAPE PLAN (208 CONFLICT) I X I
Drywell/Lid/Inlet/Splash Block Detail ~ X ~
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_ . . . . - - ~ . . RAINAGE:. . . - . . . .
. , . . . . . . . - . . . .
. . . ~
Roof construction ~ X ~
HVAC on Roof ~ X ~
Swale volume calculations ~ X
ISwale Cross Section ~ X
Pre Developed Condition ~ X
Post Developed Condition ~ X ~
SPECIAL SOIL TESTS
DITCH CALULATIONS - ~ ~
Pipe/BACKWATER CALCULATIONS ~
GRATE CALCULATIONS
RETENTION/DETENTION CALCS I I
10/50/100 YEAR STORM I ~
TR-55 ANALYSIS I I
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North Arrow I I
Benchmark I I
Scale I ~
Gutter Grades (>0.8%)
Cross Slope (2.0%-4.5%)
Drainage Report I ~
Drainage on Plans I I
Curve Data (radius, hc, vc)
Pavement section
Tapers/fog stripe
Engineers Stamp
Quantities/Bond estimate
Bond
Mylar
Owners Signature - ~ ~
County Stamp ~ ~
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S P O 1t A N 1~
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4
OI"fICE OF Tl1E COUNTY CNGINC•ER • A IJIVISIQN OF T11G I'UBI.IC 1N0 S DE('ARTTvfENT
RonaW C. J loriiiann, I'.L'., Counly Cngineer Dennis M. Sc6 Director
AGRECMENT TO PAY rECS
coo~
~ ~ O
ENCINEER,S ACREEIVICN'T NUMCSCR ~99~
Tliis agreement between Srokarie Courity ancl i!~~~ia~,r~ ~L~Grry,z.~S' . ,
--InamZTif~erson)
wliase intcrest in the project is ~
(i.e. owncr, agcni, eic.)
is enterecl into tliis o2 o clay of 19 5;e-1- This agreement is arplicable to tlie project
known as:
(prnJec c r s'"brTiycnam i c n micr ~
~
7'Iiat the inclivictuals anct rarties narnecl hcrein as having ati interes in thc above clcscribecl prorerty or
. project agree to the fotlowing:
1. Reimburse Sliokane County for project review ancl insrection fces as sreciried in
Charter 9.14 of llie Srakane Caunty Coc1e. The fees will bc based on actual salary
costs incurrect by Srokane County for project reviews ancl / or icispections plus a teli
rercent acliniiiistrative cliarge, ancl will lie billecJ monthly as aceruecl. Any final
billing amounts, to inclucle any late fecs or any otlier exlicnscs incurrecl in tlie
collection of an overcfue accourit must be paicl prior to tlie Cvunty's accertance of
the project for filiiig.
2. Tlie unclersignecl agrees tliat these fees are clue anci payable uron reeeipt of the
billing as srecifiecl above.
3. Any invoices nat raicl witliin 30 clays of tlte invoice clate will lae suhjeclecl to a late
fee cliarge of l°lo per rno»th (12% per year) on the uiiraicl balance of the accaiiiit
aiid any accrued late fce charges. In adclition, if any outstanclinb balance on the
account for tliis project is nat raicl witliin 30 efays of the invoice clate, iio filrther
reviews of the project cloctiments will be concluctecl until tlie entire account balance
is raicf. Any balancc on the account for this project not raicl within 65 cJays of the
invoice clate rnay result in legal action or the initation oFotlier collection rrUCecfures,
incluLling referral to a collection agency. 71ie Sponsor will be liable fur any ailcl all
expenses incurrecl hy the Caunty for the callection of overclue accounts.
4. ne montlily billing sliotilcl be sent (o tlte attention of: .
NA M C: 54) - 7~
ADDRCSS: a2c~~ S S'
CI'IY, STATE: l~tJ c~
~
ZIP CODE: g~~6r 2,
PI IONC # :
I unclerstancl tliat failure to ray tliese fees niay result in clelay in conirletion or arproval of ttie project or
other rossible sanctians.
❑ tf this fee agrcement is comrleteci Uy soineone otlier than tlie Sronsor (i.e., tlte
project owner or a rrincipal in the firiti sronsoriiig the rroject), sucli as tlie Fngiiieer
cfesigning the projcct, tlien written authorizatiott from the Sponsor specificnlly
ntillioriziiig the Ageiit to execule lliis Fee Agreeittent is atlactiecl to tllis ree
AgreetTtent.
SIGNATUItE By:
, (I'RINT NAMr)
,
RETUItN YELI,OW CnPY 'I'O SPOKANG CUUN'I'Y LNGINEE[tS
' kNpV\agrecmen.(ce 8/20/93 IArn ~nwn ni,7n fr(lcll dr%A_'if,nn r•nx rSnrn e9;A_e~lt;
PROJECT NUMBER= 94010211~ APPLICATION , D ti 10/14/94 PAGE= 01
THIS IS NOT A PERMIT
PENALTIES WILL BE ASSESSED FOR CONIlMEIVCING WORK WITHOUT A PERMIT
SITE STREET= 5821 E BROADWAY AVE PARCEL#= 35141.2103
ADDRESS= SPOKANE WA 99212 2-a'F.2'93t:-
aq" 9sa
PERMIT USE= MAID O'CLOVER CONVENIENCE STORE
PLAT#= 002668 PLAT NAME= TOWN OF YARDLEY
BLOCK= LOT= ZONE= B-1 DIST#= E
AREA= 00000000 F/A= F WIDTH= 180 DEPTH= 182 R/W=
# OE BLDGS= 1 # DWELLINGS= WATER DIST = SPOKANE, CITY OF
OWNER= LOUDON, JEFF/GUY PHONE= 509 248 3562
STREET= 202 S STH AVE
ADDRESS= YAKIMA WA 98902
CONTACT NAME= JOE PARK, GILBERT MOEN PHONE NUMBER= 509 248 0740
BUILDING SETBACKS: FRONT= NA LEFT= 15 RIGHT= NA REAR= 15
REVIEW INFORMATION
DEPARTMENT REVIEW REQUIREMENT
BUILDING REVIEW COORDINATOR - J SHATTO
Al
C
OMMENTS: r
~ y.
BUILDING PLAN REVIEW REQUIRED ~
COMMENT S :
ENGINEER SITE DRAINAGE TO BE REVIEWED
COMMENTS : .:D4re3
IST FOOD SERVICE REVIEW
HEAI,THD
COMMENTS:
PLANNING SITE PLAN REVIEW REQUIRED
.
a,: A, ""e.A. Y"OA SO- A 0 , dOnft
COMMENT S :
.
UTILITIES GREASE/OIL WASTES ( Ri ~
COMMENTS : Q ~ ~ ~ ~ ~ ~2-'~~~ •
'5
~
,
SCAPCA EMISSIONS TO THE AIR
~
G~/ WG1U `~G~ S R,F-&,t~~'RF.S s'~C~N oFF Pf'ZoRt~]►1s w~1i WA7gp- ttodt ul° ~&NE 41hIq4 Le-L (tF Rr.:coKDm.~ls' fol.tou~
~ .
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PROJECT NUMBER= 94010211 APPLICATION DATE= 10/14/94 PAGE= 02
COMMENTS:
. . j~ '
. E'IRE DISTR ' FIRE FLOW TO BE.REVIEWED Lq yD jo,
COMMENTS : H
~
BUILDING PC * k ~
~
CONTRACTOR= OWNER PHONE=
NEW= X REMODEL= ADDITION= CHANGE OF USE=
DWELL UNIT5= OCCUP. LD= BLDG HGT= 15 STORIES= 1
BLDG W X D= 59 X 53 SQ FT= 2903 SPRINKLER= N
REQ PARKING= #HANDICAP= CRITICAL MAT= N
DESCRIPTION GROUP TYPE SQ FT VALUATION
CONV STORE B-2 VN 290 93244.36
. ;
ITEM DESCRIPTION .QUANTITY FEE AMOUNT
PLNG-BUSINESS ZONE; 124 Y 260.00
PLNG-COMM SQFT-IK-SK; 127 ,Y . 52.00
COMMERCIAL VALUATION Y 612.50
PLAN REVIEW FEE Y 398.13
STATE SURCHARGE. Y ' 4.-50
ENGINEERS REVIEW`** Y 50.00
' COMMERCIAL-SURCHARGE Y 181.91 ; . ~ _ . , '
PERMIT TYPE FEE AMOUNT AMOUNT PAID AMOUNT OWING
' ' °
- - ti
BUILDING PERMIT 1559.04 .00 1559.04 t
1559.04 ' .00 1559.04 PROCESSED BY: DAWN DOMPIER • `PRINTED BY: DAWN DOMPIER
~********,r************~******~** THANK YOU
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Page 1
I OFFICE OF THE COUNTY ENGINEER
, SPOKANE COUNTY, WASHINGTON
, .
I Project: Maid 0'Clover Mini Mart Date: 31 Jan 95
Address: 5821 E. Broadway Ref No.: B94133
Parcel No: 14531-2103 Review 2
Service lines for gas and water will not be permitted to be
installed across the recently completed construction on Fancher
Road or Broadway Avenue.
The County Engineer has concerns about drainage flowing into the
roadway at the south approach. Please add several spot
elevations to demonstrate that no runoff intended for the
southwest swale will enter the right of way.
Note the locations on the site plan where the ditch cross-section
detail should be constructed.
You may consider moving the location of the southwest drywell out
of the 10' dedication strip, to prevent future problems with
relocation of the drywell.
Please submit a letter stating that when the 10' R/W strip is
taken, the owners will re-configure, at their expense, the
southwest drainage swale. Also state that the future swale will
be designed to capture and treat the same amount of runoff
calculated for the present swale. The letter should be on
company letterhead and notarized.
I 5 F: N• F.A Ls--iJt~ iA) A~E, Cpie
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GILBERT H. MOEN COMPANY ESTABL SHEOON INAC1933
PHONE 15091248-0740 OFFICIAL RUBLlC DOCUMENT FAx (509) 575-1587 =:~rb
=
SPOKANE COUNTY ENGINE E R' S O F F 6 C E 516 S O UT H FI FT H av E.
' %
YAKIMA, WA 98902
January 25, 1995 OU:NA:vw
PRQJECT 1Spokane County SUBM1T1'Al. ~ z '
Division of Building ~ 13-01 ~N ~N~E~ . - _ _
1026 West Broadway AvenuPETUR~9 TO COUN ~ ~r~
~
Spokane, WA 99260-0170
JAN °Z `i 1995
;
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Attn: Mr. Jeff Fony
'SPOKAtiL cUUm I
Re: Maid O' Clover Convenience Store -'5821 East Broadway Avenue
BP 132-94 't
Dear Mr. Forry, Attached are seven (7) complete copies of the revised plans for the above project. These
consist of the following:
Sheet C Cover Sheet including names of Design Team and Owner
Sheet 1 of 6 Architectural Floor Plan Sandros
Sheet 2 of 6 Found.ation and Elevations Sandros
Sheet 3 of 6 Details Sandros
Sheet 4 of 6 Details Sandros
Sheet 5 of 6 Plumbing and Power Coordination Plans
Sheet 6 of 6 Light and Hood Plans Sandros
Sheet 1 of 3 Thomas, Dean & Hoskins - Site Plan
Sheet 2 of 3 Thomas, Dean & Hoskins - On-site Waste Water Disposal System
S heet 3 of 3 Thomas, Dean & Hoskins - Details
S heet 1 of 1 Environment West - Landscape Plan
Sheet K1 Bargreen Ellingson - Floor Plan Sheet K2 Bargreen Ellingson - Schedule SPOK~NEICOUNTY
Sheet K3 Bargreen Ellingson - Floor Tile Plan
Sheet 1 Truss Joist - Engineering JA1V 2 5 1995
Sheet 2 Truss Joist - Plan Sheet E1 DEI - Lighting Plans, Symbols, and Notes ~~-l L DING
Sheet E2 DEI - Power Plan and Notes
Sheet E3 DEI - Site Plan, Panel Schedule and Power Riser Diagrams
Sheet M-1 L& S- Mechanical F1oor Plan and Schedule
S heet P-1 L& S- Plumbing Floor Plan and Schedule
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• Spokanc County
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Page 2 January 25, 1995
Also attached are the following original sheets with the county stamp:
Sheet 1 of 3 Thomas, Dean and Hoskins - Grading and Drainage
Sheet 3 of 3 Thomas, Dean and Hoskins - Details
Sheet 1 of 1 Thomas, Dean and Hoskins - Preliminary Site Plan
Sheet 1 of 1 Environment West - Landscape Plan
These are being returned as requested.
Each set of plans has the following sheet attached as supplemental information:
Sheet 1 of 1 Trus Joist MacMillan - Roof Engineering Data Analysis
Sheet 2 Amsbury Glass - Sky Window Details .
Sheet 3 Hardware Schedule
Sheet 4 Copy of your letter dated October 31, 1994
Sheet 5 TAS Agreement
Sheet 6 Telephone Location
Sheet 7 Counter Shop Drawing
The following is a response to questions raised by the following departrnents. Also
attached to this letter is a copy of your October 31, 1994, letter regard.ing corrections
required. My responses are numbered consistent with your letter.
Site Plan and General Comments:
1. Spokane County Health District has reviewed the project. The site plans, prepared
by Thomas, Dean and Hoslans, reflect the agreed upon septic system
It has been suggest that a sneeze guard be provided for the expresso stand. Our
investigating indicates that neither Seattle's Best nor Starbucks are required to
provide sneeze guards. We could find no facilities where they were required. It is
our intent to leave the design as presented.
Contact was made with the Spokane County Engineering Deparnnent by myself and
Thomas, Dean and Hoskins. We requested specific information regarding utilities.
For reasons unknown to us, this information was withheld until after the street was
repaved. While utility informarion was being withheld we were requested to provide
curb and sidewalk information and the proper curb cuts were installed to meet our
needs.
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SpoF:anc County , • , ' • , •
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Pabc 3
January 25, 1995 ~
I am requesting we be allowed to enter the street and make the urility connections.
This can be done in one ditch, at one time. We are prepared to provide a bond for
one year to insure that the work is satisfactory completed.
The electrical power is available overhead. Washington Water Power has assured us
they are ready to provide service.
The telephone is provided overhead and service is available per U. S. West 2. Fire District No. 1 has reviewed the project. A six inch water line from Fancher is
shown on Thomas, Dean and Hoskins Sheet 1. This work would be done at the time
the site work is completed. The site work would be done prior to consuuction of ,
the building.
3. The gas tank, canopy, and related equipment is being submitted under a separate
pennit request All questions relating to this aspect of the project are detailed in that
request. The Contractor is Joe Hall Construction, (509) 697-4858.
B arrier-Free Requirement (Based on WAC 51-20)
1. The handicap parking stall is located at the Southwest corner of the building. A
handicap sign will be placed on a two inch steel post in front of the center of this
stall. The sign will be placed three to five feet above the ground. The sign will
include the phrase "State Disabled Parking Permit Required" See Thomas, Dean and
Hoskins Sheet 1.
2. All detectable warning surfaces will comply with Section 3106 (q) providing a
warning between pedestrian walk areas/accessible route of travel and adjoinulg
vehicular areas. See Thomas, Dean and Hoslans Drawing No 1. There is a curb
between the asphalt and the concrete walk areas. Where the concrete is ramped to
the asphalt to provide access, the concrete surface is changed to provide warning.
3. All exterior exits are within six inches of grade and are accessible. The rear exit
door opens to a concrete landing. The adjacent grass is level with the top of the
concrete. Thomas, Dean and Hoskins Drawing No. 1.
4. An accessible route of travel from the structure to the public street has been
provided. See Thomas, Dean and Hoskins Drawing No. 1.
• ^ Spokane County - _ ' • _ "
Page 4 January 25, 1995
5. Lever hardware has been provided to all public accessible areas. See attached
hardware schedule from King Door & Hardware.
6. The force to operate the latch side of the hardware does not exceed 5# per 3304 (b)
for interior doors.
7. The force to operate the latch side of the exterior hardware will not exceed 8.5# per
Section 3304 (b).
8. Doors with vision panels will have the bottom of the glass not more than 40 inches
above the floor.
9. T'he landing shall be not more than lfi inch lower than the doorway threshold. See
Sandros Sheet 1. All exit doors have the same threshold.
10. Note the office door (Room 105) has a clearance of 18 inches beyond the strike
jamb of the door and the desk.
11. All water closets meet the minimum of 17 inches and the maximum of 19 inches
from the top of the seat to the floor.
12. Flush controls are mounted on the wide side of the water closet and not more than
44 inches above the floor.
13. Side grab bars are a minimum of 42 inches in length, with 18 inches protruding in
front of the water closet. The back grab bar is a minimum of 36 inches in length.
All grab bars shall be mounted not more than 36 inches and not less than 33 inches.
14. All mirrors, shelves, towel and other dispensers are mounted no more than 40 inches
from the floor.
15. At least one public telephone is provided at the front entrance of the store. See
attached U. W. West information. For telephone location see DEI Drawing E2.
16. Fifty percent of the tables are handicap accessible. They are distributed through the
eating area.
17. A copy of the check stand shop drawing is attached. The counter height is 36
inches. This is well below the height specified in Section 3106 (x) 3. The Maid O'
Clover store does not provide check out aisles. Two side by side locations are
' Spokanc County - ' -
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Pagc 5 ,
January 25, 1995
provided for cash registers. All cash registers are easily accessible to all people,
handicap or not. We do not believe a sign is necessary.
18. All shelving and display units are accessible. See Sandros Drawing No. 1. No
storage is provided for public access. Any storage shown is for equipment or
product to be handled by store employees. A check of the drawings indicates that all
storage areas are handicap accessible.
19. The international symbol of access will be displayed to identify accessible features as
follows: accessible parking, primary public entrances, a.ccessible toilet rooms, and
required accessible exits.
Occupancy and Exit Comments: `t
1. The rear door is a U. S. Aluminum 3° x 7° narrow style door with an offset pivot
hinge. The panic hardware is Jackson W-D 4201. The closure is manufactured by
International. The door and hardware are factory furnished.
2. The exterior walls have been revised to reflect 1 hour rating. The South wall is
presently designed as a 2 hour wall with a 30 inch parapet .
Construction Comments:
1. The cover sheet has been added. Listed as Sandros Sheet C.
2. It is my understanding that the critica.l/hazardous materials were submitted and have
been approved as meeting DOE standards. I have requested a list from you of the
materials you have found to be in excess of the allowed quantities. Upon receipt of
your list we will forward it to the Owner for his plan. At this time we believe all the
materials fall under the minunum.
3. The footings have been lowered to 3 feet. See details Sheet 3.
4. All insulation materials, including facing, vapor ban ier, and breather paper, have a
flame spread rating of not to exceed 23 and a smoke density not to exceed 450.
Insulation is to be secured to the roof assembly by wires.
5. The masonry walls have been deleted and all walls are to 'be standard 2 x 6 wood
frame construction with plywood or gyp sheeting as required. The structural
calculations are attached with the Engineers stamped affidavit.
Spokanc County . , . ° ~ • , •
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I Pagc 6
January 25, 1995 '
6. The building is designed to meet Seismic Zone 2-B requirements per UBC Section
2533.
7. Details are provided by attachment for the sky windows. The sections are actual
size details.
8. Details and location for the roof drain and overflow are provided on the construction
drawings.
9. Portable fire extinguishers are provided and installed in the locations specified by the
fire marshall.
Mechanical and Plumbing Comments:
1. Mechanical drawings indicate location and size of vents for supply air. `
2. Sandros Sheet 2 indicates a code approved roof ladder for access to roof equipment.
Energy Comments:
Attached is a copy of our signed agreement with Ed Fields of Technical Assistance
Services to provide both the plans inspection and the field inspection as specified in the
Non Residential Energy Code.
Should you have any questions, please contact me at (509) 248-0740.
Thank you for your attention to this project.
Sincerely,
GILBERT. . OEN COMPANY .
4e Park
tions s Manager
JWP/DGM/rc
Enclosures
p.c.: Permits
Jeff Louden
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N nv w :l 1994
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S P O K A N E ~ .U . . ~6 ~ . ~
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. [aEl'ARTMENT OF BUILDINGS • A DIVISION OF THE PUESLIC WORKS DEPACl7'MENT
JAMES L. MANSON, C.B.O., DIRECTOR DENNIS M. SCOT7, P.E., DIRECTUR
October 31, 1994
.
Joe Park
Gilbert H Moen Co.
516 S Sth Avenue
Yakima, Washington 98902
Re: Proposed Maid O'Clover Convenience Store Located at 5821 E Broadway, Spokane,
WA
Dear Mr. Parks:
Data and plans for the above mentioned project have been reviewed for conformance with the
Uniform Building Code, and some parts of the Mechanical and Plumbing Code as well as the
Washington State Regulations for Energy and Barrier-Free Design. They have not been
reviewed for compliance with requirements of federal or other state and local agencies. The
following items will need to be addressed/clarified on thel.n~Apr/or;iq,atu ,Oed~~s an
addendum. 6~~ Ct~~i~1~Y ~ft~~~s"ELR'S Ot FICE
L
SITE PLAN AND GENERAL COM~MENTS }
• rp°"' • _323~--=- -
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1. Before the permit can be issued, review and app,ro"val -of t`e rQIe~ct by ~the Spokane
1 dp5 ~J ~ .~7• ~ ~ ~ R.^'oe4 G".\County Health District, the Spokane County Planning I~.~~pa,;ent~ (~,~,S; ~''okan4,1~ty
Division ot Engineering, and the Spokane Lounty Utilities Uepartment will be necessary.
2. Please check with Fire District No. l for the nurnber(s) and location of the hydrant(s)
to satisfy the minimum fire tlow of 1500 G.P.M. Hydrant(s) are required to be installed
prior to commencement af construction unless otherwise approved by the Fire District. If
such approval is obtained, it should specify when hydrant installation is deemed necessary by
the district (i.e., "prior to occupancy", "within days of occupancy", etc.) Such
statements should be included in the letter from the district delineating the hydrant(s)
location.
, 3. Gas lines and tanks shall be protected with double layered method or double
containment design as required by the ASA overlay zone. (Separate permit required for
tanks and gas pump island canopy). Please submit details.
a
1026 WFST BROADWAY AVENUE • SPOKANE, WASHINGTON 99260 •(509) 456-3675
FAX (509) 456-4715 • TDD (509) 324-3766
J t \ _
43AkRIER-FREE REQUIREMENTS (BASED ON WAC 51-20)
~
_ Washington State Regulations for Barrier-Free Facilities
1. Post sign centered at head of parking space between 3 and 5 feet above the parking
space. (Include the phrase "State Disabled Parking Permit Required") (3107(c))
2. Detectable warning surface complying -to 3106(q) shall be provided between the
pedestrian walk areas/accessible route of travel and adjoining vehicular areas. (3106(d)F9
There appears to be no curb between the sidewalk and asphalt. Edge protection shall be
provided along route of travel adjacent to vehicular areas as per 3106(d)6.
.
3. All exterior exits which are located adjacent to accessible areas and within 6 inches of
grade shall be accessible. (3104(c)) Rear exit door. Must be provided with a landing
accessible to grade.
4. An accessible route of travel from the structure to the public way must be provided.
5. Lever hardware shall be provided for all accessible public areas, offices, conference
and other common areas. (3103)
6. Forces applied to latch side of interior doors shall not exceed 5 pounds per 3304(b).
7. Forces applied to latch side shall not exceed 8.5 pounds at exit doors per 3304(b).
8. Where vision panels are provided in the door, the bottom of the glass shall be not
more than 40 inches above the floor. (31060)7)
9. The landing shall be not more than 1/2 inch lower than the threshold of the doorway.
(3106) (3304(i)) Verify at each exit door.
10. An unobstructed floor space shall extend at least 18 inches beyond the strike jamb of
the door. (31060)3A) (Room 105 Office)
11. The height of water closets shall be a minimum of 17 inches and a maximum of 19
inches measured to the top of the seat. (3106(k)5B)
12. Flush controls shall be mounted for use from the wide side of the water closet area
and not more than 44 inches above the Floor. (3106(k)5D)
13. Side grab bars shall be a minimum 42 inches in length and 18 inches minimum in
front of water closet and a minimum of 36 inches in length in back of water closet.
(3106(k)SC)
14. Mirrors, shelves, drying eyuipment, towels, and other dispensers shall be mounted
_ not to exceed 40 inches as per 3106(k)8.
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- 15. ' At least one (1) public telephone shall be provided which satisfies the requirements of
.
3105 and 3106.
16. Fixed or built-in seating or tables, at least 5 percent, but not fewer than one (1), shall
be accessible per Section 3106(s). Seating and tables shall be distributed throughout the
facility. (3105(d)5)
17. Checkstands shall be designed according to 3106(x)3 and signage installed per
3106(p)1 A.
18. Where fixed or built-in storage facilities such as cabinets, shelves, closets and drawers
' are provided in accessible spaces, at least one (1) of each type provided shall contain storage
space complying with Section 3106(r). (3105(d)6)
19. The international symbol of access shall be displayed to identify accessible features,
including, but not limited to the following: (1) accessible parking, (2) primary public
building entrances, (3) accessible toilet rooms, and (4) required accessible exits.
OCCUPANCY AND EXIT COMMENTS (BASED ON UBC CHAPTER 33)
1. Please identify exit hardware type on rear exit door.
2. Due to location on property both the north and west walls will require one-hour fire
protection, detail 2 sheet 4 and detail 3 sheet 5 does not reflect one-hour construction. The
west wall requires a 30" parapet. Wall height above roof reflects 24" on detail 3 sheet 4.
CONSTRUCTI4N COMMENTS
1. The front page (cover sheet) of the construction drawings shall contain, at a
minimum, the professional stamp with an orieinal dated signature. This cover sheet shall
include the building address, legal description and index of pages being submitted under the
professional stamp. (wet stamp)
2. Some of the critical/hazardous materials submitted to this Department exceeds storage
amounts and requires double containment. Therefore, some materiais will require double
containment design or measures must be submitted. In addition, a clean-up plan must be
provided. The plan must list approved Department of Ecology listed firms for disposal/
clean-up.
3. Footings shall be a minimum of 3"-0" below finished grade as required by the
Spokane County Building Regulations 3.03.030. Plans reflect 24".
4. All insulation materials including facing, such as vapor barrier or breather papers
' installed within floor-ceiling assemblies, roof-ceiling assemblies, walls, crawl spaces or attics
shall have a flame-spread rating not to exceed 25 and a smoke density not to exceed 450
..I ,
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Nvhen tested in accordance with UBC Standard No. 42-1. (UBC Section 1714) Please
identify how insulation is being supported up tight to roof sheathing to prevent dead-air
_ space.
5. Please submit structural calculation for this project. The calculation should reflect if
special inspections are required as per Section 306 UBC., i.e., masonry walls. Also, please
ensure snow drift was considered for areas behind parapets, equipment, and stud height over
10' 0" .
6. The building shall be designed for a Seismic Zone 2-B as required by UBC Section
2533. (Please specify)
7. Please provide details of the green house window section as to glazing type,
thickness, design loads, etc.
8. Overflow drains or scuppers shall be provided as per U. B. C. Section 3207(c). Please
detail on plans.
9. Portable fire extinguishers shall be installed according to UFC Standard No.10-1.
MECHANICAL AND PLUMBING COMMENTS
l. Fuel-burning equipment shall be assured a sufficient supply of combustion air as
required by UMC Chapter 6., i.e., hot water heater high and low vents.
2. Mechanical equipment of commercial buildings shall be readily accessible. (UMC
Section 710(h)) (roof access)
ENERGY COMMENTS
1. Effective April 1, 1994 all commercial projects shall demonstrate compliance with
Non-Residential Energy Code (NREC). The project owner/permit applicant or agent will be
required to submit evidence of a cooperation agreement with a special plans examiner/
inspector to the Division of Buildings prior to permit issuance, the attached forms may be
used for this purpose. The agreement(s) need(s) to address both plan review and project
inspection services.
Please verify and submit revised plans for the above listed items. Should you have any
questions, please contact this office between the hours of 8:00 a. m. and 4:00 p. m.,
weekdays.
inc rel
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~
- n Jeffrey
pecial Pr ' cts ministrator
_ c. Dean Thomas
~
OCT-19-94 TUE 11:31 AM TAS FIEI..DS MARQUESS 5093234587 P.02
.
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. 1 .
. T,AS ~'~-NlCA.L I~S~~~~`~A~CC.' 51-s,..KE C'~rd~, can~. ~r~ ItrR.1d~'. ~ 1~N. N1i~siv~c► l~u~t.~ vV~1 s~o~t ~50'~ ~!5-44~i
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~ i'rnjcct Adclress: 5821 East Broadway
Maid 0; .Clover Convenience Store BP 132-94
1'roject Naoiic: Prvject No. . ,
Maid 0' Clover East ' (509) 248-3562
Ilroject Uwiicr:. Pitone:
srrOv1ititylr:tc: r--6t>w,44rP1 hhone:--o~~~~--
Aclctre4r Z'G'-4 ~[~l dN • ,
c:omAct tvai>>c/rhane: Joe Park, Gilbert H. Moen Co. (509) 248 0740
_
~
sTATcMrNT or UNnEas ANa~ t~,, ~
1 re A iowled e il~At w~ Iiwve bcen engAged 6y ~I Tber~ R. Moen Co .
h~ j Y a k~ ma,; A. ' fot the ptorpvses or conducting WffiTan
, • , ~ . .
review Arici/or eld ins pection (cfiec k A S A p pl i c A b l C) o h flie rererenced pr ojEc t pu rs ttA ni t d
tlie rrovisiows o tttie I994 Wasliington state IVkPC as il relAtes to tlie ahove stalecl pro,ject
a►1d Ilint we are AWArC 11int AS A trCCiAI altiMs tXAIt1I11et/jf1speCtOT, duties rind responsibilities
inciude (ciieck veldw As Anplicab)e): ~ .
khevlCIv Of pmJCcr plO,tsfvr coryV1711110nce Iulth flie MnulM)IMa ajIl,e wa.t/ring(o»
S1ate NItI C; and/hr
dWl,,tel'V(11lnlt nf INAI-k fAY ch/o/iIfOlftt 1VIlIt IIIC 4pf11171ted cICJIgIt dtAlvil1gJ,
.~~ier. 0calfnrts eird flie NR1sC. .
All cliscrepwicies s1iAll 6e brotight lv lhe immedlAle attenllon or flie desigtier/conlractat rot
cortectiott, t1len, if uncdtrecled, td the proper destgn autiivrity itnd to llie building ofnctAl.
' 1if -nf1c1111016, n noonl a1g!tCd ITnurt Is rt►qulrecllo be subeitilled pi-ior lo tlm issttnnce ot A
certIncnte or occlopaticy. Tflis report must slAtO- wtiether ttie wdrk and the project was, to
tlie best ol' ntir ktiowledge, cotttpleled in Cdnrorntbtlce w1lti the Approved pfans And ~
specificalioils Rnd IItC apnf icqble provisidtts df llte V1lashittglon Slale NREC. l1tiy trvrk ~
Ic1rr1111'lecf n9 toof bcitlg 1ot cdotl'ot-tnnllc! 1! 1•eqteired lo bt brotoglit iisld cdnfdrtio ntoce, As is
nCCelfttlble !A 111e S cinl itispecloro pi•Ior ld tltp line of n ceillncAte ot, occliftrticyo
t)witer,
~
J. W. Park
~ - ~8-2~-1994 -r .s s i i q Page i nf i
' MAST siz . v4.00 sns1f3103007 E1111
TRUS JOI3T MACMILLAN
8285 SN NIMAIJS SUItE 145 BERVERTON, OR 97005 115A Phone: 503-520-5025
503-526-1937
- -
Naie: DAVE Project Name: MAID Q CLOUEa Page Title:
Based on Al.LO1dABLE STREfiS 4ESIGN ( ASD ) UBC building code far Custat tJM produrts
Appliration......... Roof - SnaN Deflection Criterja i M1 Member Use BEAM
toad ClaSSification........ SnoN lL Dpfl rl befl Netber ?bp Slopetin/ftl.., 0.000
Load Duration Factor....... 1.15 Span 1 L/360 L/240 Roof Slopetin/ft?......,.. 0.000
live Load(psf) 30.0 Flaor Decking............... NiA
Dead Load(p5f) 17.0 Repetitive Mesber Use....... N/p
Partition Load(psf) 0.0 Reinfarced Overhangs........ N/A
Tributai•y Nidthf'-"1.... 1- 0.00
LOAD: Class LDf Begin End live Load - Dead Load Covtent
t Trialplfl Snaw 1.15 01- 0.04" 201-12.00" 605/ 425 345! 245 Repl
5. 51" x 18" F'ara 1 J. am c n' WS P'SI_ OE
^ 2 - 0. M►" ~
S I t E A N A L Y S I S - A S D----------------------
IMPORTANT! The analysis pre5ented beloN is output froo saftMare developed by Trus Joist MacMillaniTJMl. AlloMable
product values shown are in accardance r►ith current tJM taterials and code accepted design values. 1he specific product
application, input design loads and stated dimensians have been provided by othQrs, have not been checked for
conforeance with the design drawings of the building, and have aot been r4viened by TJM Engineering.
Maxious Oesign AllaNable Control
ShQar(Ib) 9280 7834 l 21010 268% LT, end Span 1 under SnoN Roof loading
Mowent(ft-lb) 46185 46195 ( 15319 163% MID 5pan 1 under Snow Roof loading
Live Defl.finl 0.476 t 0.700 L/529 NlD Span 1 under LIVE LQAD criteria
Total Defl,tinl 0.714 ( 1.050 L1325 b110 Span 1 under lOTAL LOAD criteria
^ Span 1 "
Max. Reaction total(lb) 9281) 8300 ~
S C
L i v e i 16! 5722 5092
Required Prg. Length(in) 2.951W? 2.64(W)
N . ~ ...~1
MaK. Unbraced Length(in) 518 t^ i. !
1'.~ F•~~~
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XPIRES 4•10- ~
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Capyright 1993 by Trus Joist MacMillan, a livited partnership, 8oise, Idaha.
Raralla*'"' is a registered tradevark of Trus Joist MacMillan.
TJSitino'" is a tradevark of lrus Joist MacMitlan.
~
~ 12/15i94 14e59 a 509 487 0957 AM58URY 8LA55 01
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, Anrr~ 13KYLrGr-l~rs
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Plton9: 509-327-66533 ~
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Cuiiliilele t31e8a fiervice
CONIMCtiC1l1L ~ 11E5lOCNTII►t_ • 11UtoMO1'Ivr
12i15/94 14,59 2 599 487 0857 RMSBURY 6LA55 e2
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of pages including cover sheet
TO
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Name: 1
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U S WFS7" Communications
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: a Coin Business Office
1 = 421 S. W. Oak St., Room IN 4
Portland, Oregon 97204
~
1(800) 4 77- 7211
' ,--fax #.(503) 425-0982
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N a m e ;
Tel.
,8y all.owing 2c,s to
~ place a US WEST ubl.2c tele h.r-~2e ~
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on your propert 1
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you have helped us proQri cl e •
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_ an 2mportant service to our mutual czcstomers.
_
. . . . ~ . ~ . .
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- UNIVERSAI, INAOOR COZN T8L8PHON8 YNFORMATION
,
~ Coin Blot (54") -I
Phone gtae (21"H x 7 3/4"W x 6 1/4D)
'l
Conduit (42''-45" )
~ She1P (34" iroao.floor)
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TOTAL PAGE . 003
.
~ COiN ~ ~ ► ~ Q. I
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Cqzm TMpWn FLACEMENT snd NSTC!! BUILT FNc3.OSUti~ SP'FCIFICATZONS
'
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1. e~ Set jnfornsat o
,
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A. Hetght 21 Sachas ~
8. xlach 7 3/4 inchoa
C. Depth 6 2/2 lacbea ~
D. Weiqht SO pattnds
. . C7q ~
II. Elaceawnt e:iresr+ent~ a•• ~ 4••
A.'Must hatve Q tfaimiuo vf one vertical support q8" 34;," 5r~..•,..
stud withl.n 3 iaches af the telco 9tub out.
S. Caia slvt rauusL be aL 54 iachr-9 to taeet 2=dlCap .
zequiremcuts.
C. A c1a1x-= of a inches Clearance is requi.~ed ca eacb sida of the CoiA te2epttvne for Coia wllectioa
and repa,ix ecces3.
III. Canduit Reau!ren+ents
A. Teiephane stub out crust be at 4,8 inc.hes. Th,iA n11awS th* coin set to be lnsta.Ued xith tbo
r--~ coLA 31ot at'54 ltache9 to aapIy wit-h b~aadicv requSrelaents.
B. pull vire "t D8 pravided.
C. Telephvice and electrical requirs separetq conduits.
• D. MusL taeet National Elect.ric Coda (NEC) staridards. .
E. 3/4 iacb coriduit is rcqulted fvr a sfnq2e Coist talapbono statloa.
F. 1 inch cvaduit is reyuired for Z or 3 eo1n tolephone statloni.
IV. Qther Cansideration3 or NstaM Eaelosures A. Ctistamr built shelve's mAy protrude no ipore than 12 2Acba3 froat the vall to a»at haadlcap requirezoents,
B, Clistcmr built baoths or e4a9leto aacloaures =ust provida, at loast, 34 inch door vidth to ao==odato xhealcQairs. .
C. A,ay erclosura lacorporatiaq a t+oot sttveturv shau2d b-o ao less tbaa 76 iaches !A bviQhz.
D. When mauntlnq custaa built ehalvas, thv faytaners mu.st bo ot suttieiaat maaath to svppott a
m1nlum of 100 pouads.
E. lrhsa I1ghtinQ is nccossary, usint.trupted tlectrtc currwL otst br turnishi+d, io as ta prmrido
aaough Ilght to clsarly sM tbe dial or tAe dlrsctosy. Light iwLsitiva phcata os11s smy bo tued.
V. pazaa 5_Lte - 1pprvximtely 9" x 21'+ x 2 1/3" (n4cLmsa tor one disectory). Not*: some
ar.as remira mare tAnu aae dfr+ctorv.
12-12-1994 02:07PM FROM KING DOOR NARDWME TO 5?51587 P.02
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J08 IOs 25
0:12' AM • 1
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HAROWAFtE SCHEbULE
~ FOR • . ~
MAID 0 CLO'VER . . '
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SPOKANE, WA.
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QENERAL CONTRACTORt REBISTEREO ARCHI7ECY: '
QZLBERT H. MOEN C0. BIIIY SANOR05
YAKINA. WA. YAKIMA, WA. " •
~ ,
, j
. . . ~ .
sueMiTTEo dY: . '
King Door z Nardwbr• • : ~ ~ ~ ~ , .
6e2 Vallsy Mell !llvd. . ~ . ~ .
. . Unton eap. wA 0e9e3 ~
t .
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. ~ ARCHITECT end QENERAL CONTRACI'OR PllASt NOTE:
~ ~ ~ . •
~ The hardwart will be ordered IMMEOIp'T'ELY uport NOCdipt
~ ot en ppPRtyVED HardwAre Schedule. 8utitidqu6ht bhanges
will be traatod ea an ExTaA bnd 69E66t hewdwarU wiii ~
' . ~ be turned over to the otinsr.
~ • .
12-12-1994 02:08PM FROM KING DOOF2 HARDWARE TO 5751587 P.03
. . • .
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2/12/94 SUBMISSION RECORn J08 Zd i 25
.8t12 AM
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SU8MI1'TED FOR APPROVAL t OATE s 17112/94
. .
• • . ~
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. E}tcErr AS NoTEn
G1LDEnT 11. r-40CII COMPAHY
~ GFneral Contractor
F3y
. ,
This reviow does not relieve tho
stippliEr or ;:uhcnntractor of respon• ~ . .
sibility for compliance with contract , ~
;
documents.
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12-12-1994 02 :08PM FROM K I NG DOOR HARIM+JAFtE TO 5751587 P. 04
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2/12/94 MANUFACTURERS LI9TE0 J08 IDs 26
.9s12 AM
•MANUrACTURER MATERIAL SUPpLIEO ~
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MCKINNEY HINOES • • , ' ~
SAR13ENT lOCK3. LATC14E9, CYLINDER9# CI.OSERS • ••u~ "
~ . '
~ • RIXSON f100R CLOSEft/PIVOT • . :
BgW 8TOP89 KICKPI.ATE9. AaMOR pLATES. ; ' ' ' . : ~ .
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12-12-1994 02:08PM FROM KING D0O2 HARDUIRE TO 5751587 P.05
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.2/12/94 KEYINA IEAEND! 0011 Ib! 25 1 ' ~ ~ . . .
V: 12 Ti M. ' • • •,',••1 ~ ~ • ~ ~
KEY AlL LOCKS ANO CYLINDERg AIIKE (KAZ) EXCEPT tHE OFFICE s
WNICH SNALI 8E KEYEO OIFFEREMT (SKd1):
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12-12-1994 02:09PM FROM KING DOOR NARDWfiRE • TO 575158? P.07
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S P O K A r-~T E C O U N T Y
OFFICE OF THE COUNIY ENGL'VEER • A DtVISION OF THE PUBLIC WORKS DEPARTMENT
Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director
October 18, 1994 Maid 0' Clover
Dave Wall
325-8499
A review of the road, drainage, or site plan for the above-referenced building permit has been
accomplished. Areas of concern to the Spokane County Engineering Department are indicated
in red on the attached plan set and calculations marked "ORIGINAL". Please make the -
corrections and re submit them to the Building Department in order that the review process
may proceed. Highlight all changes to the resubmitted plans and include the comment mark-
up copy with them.
Please note that the plan set and calculations marked °ORIGINAL° are official public documents
and must be returned with the revised plans and calculations. Review of the revised plans will
not proceed until the 'ORIGINAL' set is returned to the County.
tf' t us at 456-3600. Thank you.
If you have any questions about this review, Fple~n
~
Si
~
Paul Lennemann E.I.T.
Plans Review Engineer
Ron Horman P.E.
County Engineer
1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 456-3600 f=AX: (509) 324-3478 TDD: (509) 324-3166
Page 1
~ OFFICE OF THE COUN'I'Y ENGINEER
SPOKANE COUNTY, WASHINGTON
Project: Maid O'Clover Mini Mart Date: 18 Oct 94
Address: 5821 E. Broadway Ref No. B94133
Parcel No: 14531-2103 Review 1
Coordinate Canopy Plan with Site Plan.
Correct the drywell detail.
Move trees out of the runoff flow path.
Check the spot elevations on the site plan. Minimum grade is 1%.
The County Engineer also has concerns on the drainage flowing
into the roadway.
t ~
,
Drainage Study for:
MAID O' CLOVER
CONVENIENCE STORE - BROADWAY AND FANCHER SITE
"Those portions of Lots 1, 2, 3, 4, 5, 20, 21, 22, 23, and 24, Block 6
and of the vacated alley adjoining said lots, in the Town of Yardley,
according to the plat recorded in Book E, at Page 68,
in the NE 114 of Section 14, Township 25 North, Range 43 East, W.M.,
Spokane County, Washington"
Spokane County, Washington
Prepared for:
Gilbert H. Moen, Inc.
516 South Fifth Avenue
Yakima, WA 98902
REC EIVEL, OFFICIAL PUBLtC DOCUMENT
SPOKANE COUNTY ENGINEER'S OFFICE
OCT 1 3 1994 Prepared by: OU;' Aa
CODE ENFORCEMENT Thomas Dean & Hoskins Inc. PROJECT # 3~
> > SUBMITTAL # /
W 316 Boone, Suite 757
Spokane, WA 99201 RETURN TO COUNTY ENGlNEER
(509) 325-8499
Project Number 594-17
~C-1 E~~~~~ ~
r _
September 26, 1994 ;
~ OCT 1 41994 ~
9 ~ ~
~
;i spao~~~ COU1~TY EMMEER
CERTIFICATION
I, the undersigned, am licensed and authorized to practice Civil Engineering in the State of
Washington. This Drainage Study for the Maid O' Clover Convenience Store (located at
Broadway Avenue and Fancher Road, in Spokane County) has been prepared by me or under my
direct supervision.
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Project Description
The proposed Broadway & Fancher Maid O' Clover convenience store is to be constructed on
a 0.74 acre parcel at the southeast corner of Broadway Avenue and Fancher Road, within the
County of Spokane. The property is situated in the northeast quarter of Section 14, T.25N.,
R.43E., W.M., Spokane County. Included in the proposed development is construction of the
store itself, a gas pump station, asphalt pavement parking areas and driveways, an on-site
wastewater disposal system, and landscaping improvements. Please refer to Attachment 1 for a
location map, which depicts on and off-site drainage reaches.
Site Description
The total area draining from or through the site is approximately 1.1 acres. The general area
north of the proposed development slopes slightly from the northwest to the southeast. The area
to the west of the proposed development is approximately two feet lower in elevation and slopes
slightly to the south to Broadway Avenue. To the east of the project site is Fancher Road and
to the south is Broadway Avenue.
Based on the soils survey of Spokane County prepared by the soil conservation service, the soils
underlying the project are classified as Garrison Gravelly Loam 0-5% slopes (GgA). Please refer
to Attachment 2. The texture of the surface layer is gravelly or very gravelly loam or silt loam.
The depth to the gravel substratum ranges from 30 to 55 inches. This soil is somewhat
excessively drained and has moderately rapid permeability. Surface runoff is slow, and the
hazard of erosion is slight.
Hydrologic and Hydraulic Calculations
The drainage plan for the project has been designed to treat on site a 10 year storm event.
Additional flow will be accommodated by drywells located within the treatment swales.
The rational method was used to calculate peak runoff for post developed conditions. The site
was divided into three drainage areas as shown on Attachment 1. For each area, the time of
concentration and flow for both combined impervious and grass areas were calculated using
average slopes. Runoff coefficients of 0.25 for the grass area and 0.90 for paved areas wexe
used. The Bowstring calculations were computed using the area, time of concentration and
assumed drywell size. Since the development overlays the Aquifer Protection Zone, "208"
volumes to treat water runoff from the asphaltic impervious areas were computed. This was
compared with the volume from the Bowstring calculations and the largest volume used. The
area of swale needed was determined using a 6" depth in each swale. These Rational and
Bowstring calculations are attached as Appendix A.
, In accordance with County direction, for the off-site area draining to Reach l, a ten year storm
frequency was used because the off-site area was less than one acre.
The placement of drainage swales was determined based on topography and location relative to
property lines. Maintenance was considered for placement of the drywells, using a maximum of
8 feet from the curb. Curb inlets will be used to guide the water into the swale areas.
Calculations for sizing these inlets are also included in this package.
Since the roof of the convenience store is non-asphaltic, its runoff is piped directly to a drywell
that was sized to handle the peak anticipated flowrate.
Shown on the grading and drainage plan and detail plans (Sheets 1 through 3) are the following
drainage related items:
• 1) curb cut lengths and elevations,
• 2) required swale sizes and layout,
• 3) drywell types and inlet elevations,
• 4) swale bottom elevations,
• 5) other details such as, ditches, swales, drywells, curb inlets and other
information.
Stormwater Mitigation Measures
The stormwater mitigation measures to be installed on this project include swales with drywells.
Stormwater will be treated in these swales before entering the groundwater.
Other than the improvements shown, there are no major dra.inage courses or structures within the
proposed development.
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~ _ .
APPENDIX A - CALCULATIONS
. _ . .
RATIONA. L: C. ~/cula~ons,for:Dr"afnage_Broadwaanclier_Maf
Reach Number? 1 DU/Acre-I NA 0.25 =Lot C.
Pervious Area (Acres)? 0.348255 Pav. C.= ~ 0.9
Impervious Area (Acres; 0.441345
Combined
Total Area= 0.78960111 Coeff. C.= 11 0.61311
File Name: ~ Dev1.wk1l
OVERLAND FLOW TIME OF CONCENTRATION CALCULATION-1
ENTER ENTER ENTER Ct CALC Tc
ENTER N Reach Reach Ground Time of
Friction Length Slope Cover Concen.
Coeffs FEET Ft/Ft Coeffs MINUTES
0.41 2251 0.011 0.151 1 8.881
0.40 lawn 0.40 natural
.016 Pave. 0.15 overld.
OVERLAND FLOW TIME OF CONCENTRATION CALCULATION-2
ENTER ENTER ENTER Ct CALC Tc
ENTER N Reach Reach Ground Time of
Friction Length Slope Cover Concen.
Coeffs FEET FUFt Coeffs MINUTES
0.0161 1301 0.021 0.151 1 0.751
0.40 lawn 0.40 natural
.016 Pave. 0.15 overld.
OVERLAND FLOW TIME OF CONCENTRATION CALCULATION-3
ENTER ENTER ENTER Ct CALC Tc
ENTER N Reach Reach Ground Time of
Friction Length Slope Cover Concen.
Coeffs FEET Ft/Ft Coeffs MINUTES
0.41 551 0.031 0.151 1 2.741
0.40 lawn 0.40 natural
.016 Pave. 0.15 overld.
RATIONAL FLOW CALCULATION-COMBINED AREA
CALC ENTER :::CALC
Total Tc Intensity Flowrate
MINUTES IN/HR
N 12.3811 10 year~ 1.98 IFigure 2 10 year 0.96
Close to
Nomo. value,
RATIONAL FLOW CALCULA,TION-PAVED AREA ONLY
Assume ENTER -CALC
Total Tc Intensity Flowrate
MINUTES IN/HR
~ 6.0011 10 yeao 3.18 IFigure 2 10 year 1.26
~
.A . . Ca/c ulat. io . D. .
=.:~..:;~~::,:R,~dNA._~~f.air:. :.r ai~w
. ~orier
airrage:°Broaay/Fancher::M'ard>;0►.'::C
Reach Number? 2 DUTAcre= NA~ 0.25 =Lot C.
Pervious Area (Acres)? 0.0118 Pav. C.= ~ 0.9
Impervious Area (Acres; 0.033058
Combined
Total Area= 1 0.0448581 Coeff. C. _1 0.7291
File Name: I Dev2.wk4
OVERLAND FLOW TIME OF CONCENTRATION CALCULATION-1
ENTER ENTER ENTER Ct CALC Tc
ENTER N Reach Reach Ground Time of
Friction Length Slope Cover Concen.
Coeffs FEET Ft/Ft Coeffs MINUTES
0.0161 541 0.0351 0.151 0.381
0.40 lawn 0.40 natural
.016 Pave. 0.15 overid.
RATIONAL FLOW CALCULATION-COMBINED AREA
CALC ENTER CAL
Total Tc Intensity rat~~
. r:.
MINUTES IN/HR ~..CF,.
0.381 10 yearj 3.18 IFigure 2 10 year 0.10
Close to
Nomo. value
RATIONAL FLOW CALCULATION-PAVED AREA ONLY
Assume ENTER ~::=:`CALTotal Tc Intensity FlowratMINUTES IN/HR :CF
~ 5.001 10 yearj 3.18 IFigure 2 10 year 4.09
~
.
~ -
TION~L:;Calculatjons~~or~Drain:a e':Bro~i~wa~~yIPancfier:~lVlaid:::
: . . . _ . . . . . . - . . - . . . -
Reach Number? 3 DU/Acre=l NA 0.25 =Lot C.
Pervious Area (Acres)? 0.114601 Pav. C.= ~ 0.9
Roof Area (Acres)? 0.066644
Combined
Totai Area= N 0.1812441 Coeff. C.= N 0.48911
File Name: I Dev3.wk4 ,
OVERLAND FLOW TIME OF CONCENTRATION CALCULATION-1
ENTER ENTER ENTER Ct CALC Tc
ENTER N Reach Reach Ground Time of
Friction Length Slope Cover Concen.
Coeffs FEET Ft/Ft Coeffs MINUTES
0.41 1151 0.011 0.15 5.941
0.40 lawn 0.40 natural
.016 Pave. 0.15 overid.
,
RATIONAL FLOW CALCULATION-COMBINED AREA
CALC ENTER :CAL C
Total Tc Intensity ~ lawrat._,
MINUTES IN/HR
~ 5.941 10 yead 2.9 IFigure 2 10 year 0.26
Close to
Nomo. value,
RATIONAL FLOW CALCULATION-ROOF AREA ONLY
Assume ENTER CAX
Total Tc Intensity ~ owra
MINUTES IN/HR , . :.CFS
~ 5.001 10 yearj 3.18 IFigure 2 10 year 0.19
~ -
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t/^J a
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_
~ . .
~ • ~ .
~ • ~ i 1
9 ~ •
` TABLE 1
~ j .
' RUNOFF COEFFICIENTS FOR STORM SEWERS
ROLLING NILLY
FLAT 2% - lUX OVER lUX
Pavement and Roofs . . . . . . . . . . . . . . 0.90 0.90 0.90
.
~
Earth Shoulders . . . . . . . . . . . . . . . U. SU 0.50 0.50 ' Orives and Walks . . . . . . . . . . . . . . . 0.75 0.80 0.65' ~ Gravel Pavement . . . . . . . . . . . . . . . 0.50 0.55 0.6Ui ~City eusineas Areas . . . . . . . . . . . . . 0.80 0.85 0.85I
. ,
i
Lawns, Sandy Soil . . . . . . . . . . . . . . 0.10 0.15 U! ZU
Lawn, Heavy Soil . . . . . . . . . . . . . . . 0.17 0.22 • Grasa Should rs .
, e . . . . . . . . . . . . . . 0.25 0.25 (1 t•2 5'
Side Slopes, Earth . . . . . . . . . . . . . . 0.60 0.60 U-6U'
y ~ . Side Slopes, Turf . . . . . . . . . . . . . . U. 3U 0.30 0.30
i
Median Areas, Turf . . . . . . . . . . . . . . 0.25 0.30 0.30
Cultivated Land, Clay and Loam 0.50 0.55 U. 6U;
3 ~ Cultivated Land Send and Gravel . . . . . . .
. 0.25 0.30 6.35 ~
-t ' Industrial Areas, Light . . . . . . . . . . . 0.50 0.70 0.80`'
. !
, i Industrial Areas, tieavy . . . . . . . . . . . 0.60 0.80 U:90:
~ Parks and Cemetaries . . . . . . . . . . . . . 0.10 0.15 0.251
Playgrounds . . . . . . . . . . . . . . . . . 0.20 0.25 U.30
'
Woodland and Forests . . . . . . . . . . . . . O.IU 0.15 U.2U'
Meadows and Pasture Land . . . . . . . . . . . 0.25 0.30 0.35'
,
i ~
~ ' .
*SINCLE FAPfILY RESIDENTIAL
~ (Dwelling Unit/Gross Acre)
~ (Sandy and Gravelly Soil) ~
1 U-10U DU/GA . . . . . . . . . . 0.15
, .
~ ~ .
~
► 1.0-1. S DU/GA . . . . . . . . . . 0.20
~ .
' 1. S-3. U DU/GA . . . . . . . . . . 0.25
~
' 3.0-3.5 DU/GA . . . . . . . . . . 0.30 3. S-4. U DU/CA . . . . . . . . . . 0.35
'
4. U-6. U DU/GA . . . . . . . . . . U. 4U ~ 6. U-9. U DU/ GA . . . . . . . . . . 0.60
~
'
~ . '
9. U-15. U DU/GA . . . . . . . . . . 0.70
~
~ .
, .
I '
* Assumes flat lut plus one-half width of abutting street. Ottier configuratiu.
tis
~ should be checked by combining iridividual runoff factors for each various s«rface
Date 4/4/84 '
TAI3 LE 1
' 6-2
y .
~ . ~
,BC~WS.TR/NG `and:208: Caics: ~ ~Broadr~raV:~CFan.c~ier:Heiglits; INaid.:0'.Cl.o.ver
BOWSTRING CALCULATIONS
Fi1e=jBow1.wk1
Swale Designation= 1
Time of Conc. (min)= 5 A Paved 0.44135 C Paved= 0.90
Yime of Conc. (sec.)= 300 A Lots 0.34826 C Lots= 0.25
Outflow (cfs)= 0.300
Design Year Inflow= 10 Tot. AreO 0.789601 Tot. G-1 0.61
Area (acres)= 0.78960
Developed C Factor= 0.61
Outflow Rate
Area " C Factor= 1 0.484271 Accomodated By: ~ 1 Type A Drywell
Time Time
Increment Increment Intensity Q Devel. Volume In Vol. Out Storage
r i) .(secl i/hr fcfsj fcu. ft.1 (cu. ft.1 (cu. ft.)
1 60 3.18 1.54 123.82 18.00 105.82
2 120 3.18 1.54 247.63 36.00 211.63
3 180 3.18 1.54 371.45 54.00 317.45
4 240 3.18 1.54 495.26 72.00 423.26
5 300 3.18 1.54 619.08 90.00 529.08
6 360 2.90 1.40 648.83 108.00 540.83
7 420 2.68 1.30 677.48 126.00 551.48
8 480 2.50 1.21 704.62 144.00 560.62
9 540 2.37 1.15 736.84 162.00 574.84
10 600 2.24 1.08 761.51 180.00 581.51
11 660 2.13 1.03 786.01 198.00 588.01
12 720 2.03 0.98 808.09 216.00 592.09
13 780 1.94 0.94 828.63 234.00 594.63
14 840 1.85 0.90 843.94 252.00 591.94
15 900 1.77 0.86 858.88 270.00 588.88
16 960 1.70 0.82 874.31 288.00 586.31
17 1020 1.64 0.79 891.10 306.00 585.10
18 1080 1.57 0.76 898.69 324.00 574.69
19 1140 1.50 0.73 902.20 342.00 560.20
20 1200 1.45 0.70 914.26 360.00 554.26
21 1260 1.40 0.68 923.41 378.00 545.41
22 1320 1.35 0.65 929.66 396.00 533.66
23 1380 1.31 0.63 940.18 414.00 526.18
24 1440 1.27 0.62 948.37 432.00 516.37
25 1500 1.22 0.59 946.48 450.00 496.48
50 3000 0.69 0.33 1036.53 900.00 136.53
75 4500 0.55 0.27 1225.75 1350.00 -124.25
100 6000 0.48 0.23 1418.42 1800.00 -381.58
Note: Volume of Swale Req.= ~ 595 icubic feet
Vin=1.34'Qdev"t for t<=Tc
Vin=(Q"t)+(.34'Q'Tc) for t>Tc Area of Swale Req.= ( 1189 Isquare feet
208 SWALE SIZE CALCULATIONS OVERALL REQ. AREA
Area of New Imp. Surface (Sq. Ft. Pavement)= N 19225 Bow Area= ~ 1189
Required 208 Volume (Cubic Feet)= ~ 801 208 Area= ~ 1602
Required 208 Area (Square Feet)= ~ 1602
AREA=~:•>~~=~ ~~=J 1602
~
:BOWSTRlNG~:and 208.>Gaiias:..:;;8~:riva±:Wyanche,i.:.:, ..Nel
BOWSTMG CALCULAT O S
FilOBow1.wk1
Swale Designation= 2
Time of Conc. (min)- 5 A Paved 0.03306 C Paved=~ 0.90
7ime of Conc. (sec.)= 300 A Lots~ 0.01180 C Lots=1 0.25
Outflow (cfs)= 0.300
Design Year Inflow- 10 Tot. Area~ 0.044861 Tot. C:~ 0.73
Area (acres)= 0.04486
Developed C Factor= 0.73
Outflow Rate
Area ' C Factor= M 0.032701 Accomodated By: ~ 1 Type A Drywell
Time Time
Increment Increment Intensity Q Devel. Volume In Vol. Out Storage
fminj tsecl i r lcfsl (cu. ft.1 (cu. ft.1 fcu. ft.)
1 60 3.18 0.10 8.36 18.00 -9.64
2 120 3.18 0.10 16.72 36.00 -19.28
3 180 3.18 0.10 25.08 54.00 -28.92
4 240 3.18 0.10 33.44 72.00 -38.56
5 300 3.18 0.10 41.81 90.00 -48.19
6 360 2.90 0.09 43.81 108.00 -64.19
7 420 2.68 0.09 45.75 126.00 -80.25
8 480 2.50 0.08 47.58 144.00 -96.42
9 540 2.37 0.08 49.76 162.00 -112.24
10 600 2.24 0.07 51.42 180.00 -128.58
11 660 2.13 0.07 53.08 198.00 -144.92 -
12 720 2.03 0.07 54.57 216.00 -161.43
13 780 1.94 0.06 55.96 234.00 -178.04
14 840 1.85 0.06 56.99 252.00 -195.01
15 900 1.77 0.06 58.00 270.00 -212.00
16 960 1.70 0.06 59.04 288.00 -228.96
17 1020 1.64 0.05 60.17 306.00 -245.83
18 1080 1.57 0.05 60.69 324.00 -263.31
19 1140 1.50 0.05 60.92 342.00 -281.08
20 1200 1.45 0.05 61.74 360.00 -298.26
21 1260 1.40 0.05 62.36 378.00 -315.64
22 1320 1.35 0.04 62.78 396.00 -333.22
23 1380 1.31 0.04 63.49 414.00 -350.51
24 1440 1.27 0.04 64.04 432.00 -367.96
25 1500 1.22 0.04 63.91 450.00 -386.09
50 3000 0.69 0.02 70.00 900.00 -830.00
75 4500 0.55 0.02 82.77 1350.00 -1267.23
100 6000 0.48 0.02 95.78 1800.00 -1704.22
Note: Volume of Swale Req.= ~ -10 Icubic feet
Vin=1.34'Qdev`t for t<=Tc
Vn=(Q`t)+(.34"Q"Tc) for hTc Area of Swale Req.= I -19 Isquare feet
208 SWALE SIZE CALCULATIONS OVERALL REQ. AREA '
Area of New Imp. Surface (Sq. Ft. Pavement)= ~ 1440 Bow Area= ~ -19
Required 208 Volume (Cubic Feet)= ~ 60 208 Area= ~ 120
Required 208 Area (Square Feet)= ~ 120
AFiEA=~:::.::: 120
> . . .
,
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. .
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f
Drainage Study for:
MAID O' CLOVER
CONVENIENCE STORE - BROADWAY AND FANCHER SITE
"Those portions of Lots 1, 2, 3, 4, S, 20, 21, 22, 23, and 24, 131ock 6
and of the vacated alley adjoining said lots, in the Town of Yardley,
according to the plat recorded in Book E, at Aage 68,
in the NE 114 of Section 14, Township 25 North, Range 43 East, W.M.,
Spokane County, Washington"
Spokane County, Washington
Prepared for:
Gilbert H. Moen, Inc.
516 South Fifth Avenue
Yakima, WA 98902
Prepared by:
Thomas, Dean & Hoskins, Inc.
W 316 Boone Suite 757 OFFICIAL PUBLIC DOCUIViENT
Spokane, WA 99201 sPOKANE COUNTY ENGINEER'S OFFICE
(509) 325-8499 O,q'
RECEIVED Project Number 594-17 pROJECT #
SUBMIITAL
OCT 1 3 1994 RETURN TO COUNTY ENGINEER
CODE ENFORCEMENT September 26, 1994
' .
CERTIFICATION
I, the undersigned, am licensed and authorized to practice Civil Engineering in the State of
Washington. This Drainage Study for the Maid O' Clover Convenience Store (located at
Broadway Avenue and Fancher Road, in Spokane County) has been prepared by me or under my
direct supervision.
J. ~p~oF WA ~ F
~
co
.10 29385 ~
X' ~GrsTE~~
SS/ONAt EN
EXPIRES T-/~*l t
r
.
Project Description
The proposed Broadway & Fancher Maid O' Clover convenience store is to be constructed on
a 0.74 acre parcel at the southeast corner of Broadway Avenue and Fancher Road, within the
County of Spokane. The property is situated in the northeast quarter of Section 14, T.25N.,
R.43E., W.M., Spokane County. Included in the proposed development is construction of the
store itself, a gas pump station, asphalt pavement parking areas and driveways, an on-site
wastewater disposal system, and landscaping improvements. Please refer to Attachment 1 for a
location map, which depicts on and off-site drainage reaches.
Site Description
The total area draining from or through the site is approximately 1.1 acres. The general area
north of the proposed development slopes slightly from the northwest to the southeast. The area
to the west of the proposed development is approximately two feet lower in elevation and slopes
slightly to the south to Broadway Avenue. To the east of the project site is Fancher Road and
to the south is Broadway Avenue.
Based on the soils survey of Spokane County prepared by the soil conservation service, the soils
underlying the project are classified as Garrison Gravelly Loam 0-5% slopes (GgA). Please refer
to Attachment 2. The texture of the surface layer is gravelly or very gravelly loam or silt loam.
The depth to the gravel substratum ranges from 30 to 55 inches. This soil is somewhat
excessively drained and has moderately rapid permeability. Surface runoff is slow, and the
hazard of erosion is slight.
Hydrologic and Hydraulic Calculations
The drainage plan for the project has been designed to treat on site a 10 yeaz storm event.
Additional flow will be accommodated by drywells located within the treatment swales.
The rational method was used to calculate peak runoff for post developed conditions. The site
was divided into three drainage areas as shown on Attachment l. For each area, the time of
concentration and flow for both combined impervious and grass azeas were calculated using
average slopes. Runoff coefficients of 0.25 for the grass area and 0.94 for paved areas were
used. The Bowstring calculations were computed using the area, time of concentration and
assumed drywell size. Since the development overlays the Aquifer Protection Zone, "208"
volumes to treat water runoff from the asphaltic impervious areas were computed. This was
compared with the volume from the Bowstring calculations and the largest volume used. The
area of swale needed was determined using a 6" depth in each swale. These Rational and
Bowstring calculations are attached as Appendix A.
.
'
In accordance with County direction, for the off-site area draining to Reach 1, a ten year storm
frequency was used because the off-site area was less than one acre.
The placement of drainage swales was determined based on topography and location relative to
property lines. Maintenance was considered for placement of the drywells, using a maximum of
8 feet from the curb. Curb inlets will be used to guide the water into the swale areas.
Calculations for sizing these inlets are also included in this package.
Since the roof of the convenience store is non-asphaltic, its runoff is piped directly to a drywell
that was sized to handle the peak anticipated flowrate.
Shown on the grading and drainage plan and detail plans (Sheets 1 through 3) are the following
drainage related items:
• 1) curb cut lengths and elevations,
• 2) required swale sizes and layout,
• 3) drywell types and inlet elevations,
~ 4) swale bottom elevations,
• 5) other details such as, ditches, swales, drywells, curb inlets and other
information.
Stormwater Mitigation Measures
The stormwater mitigation measures to be installed on this project include swales with drywells.
Stormwater will be treated in these swales before entering the groundwater.
Other than the improvements shown, there are no major drainage courses or structures within the
proposed development.
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APPENDIX A - CALCULATIONS
RA . , . .
'T.I~ONAZ~;Calculai~ons:
.:.for.>DEainabd.:Broadwayl..F-.d.ncher.Nlaid'O'Clove►:---'
Reach Number? 1 DU/Acre~ NA 0.25 =Lot C.
Pervious Area (Acres)? 0.348255 Pav. C.= ~ 0.9
Impervious Area (Acres; 0.441345
Combined
Total Area= N 0.789601 11 Coeff. C.= 11 0.61311
File Name: I Dev1.wk11
OVERLAND FLOW TIME OF CONCENTRATION CALCULATION-1
ENTER ENTER ENTER Ct CALC Tc
ENTER N Reach Reach Ground Time of
Friction Length Slope Cover Concen.
Coeffs FEET FUFt Coeffs MINUTES
0.41 2251 0.011 0.151 1 8.881
0.40 lawn 0.40 natural
.016 Pave. 0.15 overld.
OVERLAND FLOW TIME OF CONCENTRATION CALCULATION-2
ENTER ENTER ENTER Ct CALC Tc
ENTER N Reach Reach Ground Time of
Friction Length Slope Cover Concen.
Coeffs FEET FUFt Coeffs MINUTES
0.0161 1301 0.021 0.151 1 0.751
0.40 lawn 0.40 natural
.016 Pave. 0.15 overld.
OVERLAND FLOW TIME OF CONCENTRATION CALCULATION-3 ENTER ENTER ENTER Ct CALC Tc
ENTER N Reach Reach Ground Time of
Friction Length Slope Cover Concen.
Coeffs FEET FUFt Coeffs MINUTES
0.41 551 0.031 0.151 1 2.741
0.40 lawn 0.40 natural
.016 Pave. 0.15 overid.
RATIONAL FLOW CALCULATION-COMBINED AREA
CALC ENTER
Total Tc Intensity . Flow~ate
MINUTES IN/HR ::CFS
1 12.3811 10 yeao 1.98 IFigure 2 10 year 0.96
Close to
Nomo. value
RATIONAL FLOW CALCULATION-PAVED AREA ONLY
Assume ENTER ; :=CALC
Total Tc Intensity ~lowrat~
MINUTES IN/HR
M 5.0011 10 yea~ 3.18 IFigure 2 10 year 1.26
-
~L4~'IC~Nid L;Calculatfi~ns;:fair:;~rainage,Broaalwey/~ancver.
Reach Number? ~ 3 DUTAcre= NP4 0.25 =Lot C.
Pervious Area (Acres)? 0.114601 Pav. C.= ~ 0.9
Roof Area (Acres)? 0.066644
Combined
Total Area= ~ 0.1812441 Coeff. C. = M 0.4891
File Name: I Dev3.wk4
OVERLAND FLOW TIME OF CONCENTRATION CALCULATION-1
ENTER ENTER ENTER Ct CALC Tc
ENTER N Reach Reach Ground Time of
Friction Length Slope Cover Concen.
Coeffs FEET Ft/Ft Coeffs MINUTES
0.4~ 1151 0.011 0.151 1 5.941
0.40 lawn 0.40 natural
.016 Pave. 0.15 overld.
RATIONAL FLOW CALCULATION-COMBINED AREA
CALC ENTER :CAL _
Total Tc Intensity ~low~atMINUTES IN/HR F~ 5.941 10 yead 2.9 IFigure 2 10 year 0.26
Close to
Nomo. value
RATIONAL FLOW CALCULATION-ROOF AREA ONLY,
Assume ENTER CALC
Total Tc Intensity P.lowr.ate
MINUTES IN/HR
N 5.001 10 year~ 3.18 IFigure 2 10 year 0.19
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BOWS-TR/NG!:and.208;Calcs:=;:6roadwa~~~'~Fancfi~r_HeiQhts:Mafd:O..';;~lover::
N~ . _ . . . _ . . . ~
BOWSTRING CALCULATIONS '
File=jBow1.wk1
Swale Designation= 1 Time of Conc. (min)= 5 A Paved 0.44135 C Paved= 0.90
7ime of Conc. (sec.)= 300 A Lots 0.34826 C Lots= 0.25
Outflow (cfs)= 0.300
Design Year Inflow= 10 Tot. Area~ 0.789601 Tot. C~ 0.61
Area (acres)= 0.78960
Developed C Factor- 0.61
Ouiflow Rate
Area * C Factor= 1 0.484271 Accomodated By: N 1 Type A Drywe!!
Time Time
Increment Increment Intensity Q Devel. Volume In Vol. Out Storage
(min) fsecl Cn/hrl f cfsl (cu. ft.1 (cu. ftl (cu. ft.)
1 60 3.18 1.54 123.82 18.00 105.82
2 120 3.18 1.54 247.63 36.00 211.63
3 180 3.18 1.54 371.45 54.00 317.45
4 240 3.18 1.54 495.26 72.00 423.26
5 300 3.18 1.54 619.08 90.00 529.08
6 360 2.90 1.40 648.83 108.00 540.83
7 420 2.68 1.30 677.48 126.00 551.48
8 480 2.50 1.21 704.62 144.00 560.62
9 540 2.37 1.15 736.84 162.00 574.84
10 600 2.24 1.08 761.51 180.00 581.51
11 660 2.13 1.03 786.01 198.00 588.01
12 720 2.03 0.98 808.09 216.00 592.09
13 780 1.94 0.94 828.63 234.00 594.63
14 840 1.85 0.90 843.94 252.00 591.94
15 900 1.77 0.86 858.88 270.00 588.88
16 960 1.70 0.82 874.31 288.00 586.31
17 1020 1.64 0.79 891.10 306.00 585.10
18 1080 1.57 0.76 898.69 324.00 574.69
19 1140 1.50 0.73 902.20 342.00 560.20
20 1200 1.45 0.70 914.26 360.00 554.26
21 1260 1.40 0.68 923.41 378.00 545.41
22 1320 1.35 0.65 929.66 396.00 533.66
23 1380 1.31 0.63 940.18 414.00 526.18
24 1440 1.27 0.62 948.37 432.00 516.37
25 1500 1.22 0.59 946.48 450.00 496.48
50 3000 0.69 0.33 1036.53 900.00 136.53
75 4500 0.55 0.27 1225.75 1350.00 -124.25
100 6000 0.48 0.23 1418.42 1800.00 -381.58
Note: Volume of Swale Req.= ~ 595 icubic feet
Vin=1.34'Qdev*t for t<=Tc
Vin=(Q"t)+(.34"Q'Tc) for hTc Area of Swale Req.= ~ 1189 isquare feet
208 SWALE SIZE CALCULATIONS OVERALL REQ. AREA
Area of New Imp. Surface (Sq. Ft. Pavement)= N 19225 Bow Area= N 9189
Required 208 Volume (Cubic Feet)= ~ 801 208 Area= ~ 1602
Required 208 Area (Square Feet)= ~ 1602
1602
. ..<<, . . ,
.
. . .
lc..s:= Broadway~~:Fancti"erNeigiits:Maid::0':~lo~ei~::~r.::::.
BOWSTRING CALCULATIONS
File=jBow1.wk1
Swale Designation= 2
Time of Conc. (min)= 5 A Paved 0.03306 C Paved ' 0.90
Yime of Conc. (sec.)= 300 A Lots 0.01180 C Lots= 0.25
Ouiflow (cfs)= 0.300
Design Year Inflow= 10 Tot. Area~ 0.044861 Tot. C=1 0.73
Area (acres)= 0.04486
Developed C Factor= 0.73
Outflow Rate
Area " C Factor= 1 0.032701 Accomodated By: N 1 Type A Drywell
Time Time
Increment Increment Intensity Q Devel. Volume In Voi. Out Storage
ni (secl i hr) fcfsl (Pu. ft.1 (cu. ft.1 fcu. ft.)
1 60 3.18 0.10 8.36 18.00 -9.64
2 120 3.18 0.10 16.72 36.00 -19.28 '
3 180 3.18 0.10 25.08 54.00 -28.92
4 240 3.18 0.10 33.44 72.00 -38.56
5 300 3.18 0.10 41.81 90.00 -48.19
6 360 2.90 0.09 43.81 108.00 -64.19
7 420 2.68 0.09 45.75 126.00 -80.25
8 480 2.50 0.08 47.58 144.00 -96.42
9 540 2.37 0.08 49.76 162.00 -112.24
10 600 2.24 0.07 51.42 180.00 -128.58
11 660 2.13 0.07 53.08 198.00 -144.92
12 720 2.03 0.07 54.57 216.00 -161.43
13 780 1.94 0.06 55.96 234.00 -178.04
14 840 1.85 0.06 56.99 252.00 -195.01
15 900 1.77 0.06 58.00 270.00 -212.00
16 960 1.70 0.06 59.04 288.00 -228.96
17 1020 1.64 0.05 60.17 306.00 -245.83
18 1080 1.57 0.05 60.69 324.00 -263.31
19 1140 1.50 0.05 60.92 342.00 -281.08
20 1200 1.45 0.05 61.74 360.00 -298.26
21 1260 1.40 0.05 62.36 378.00 -315.64
22 1320 1.35 0.04 62.78 396.00 -333.22
23 1380 1.31 0.04 63.49 414.00 -350.51
24 1440 1.27 0.04 64.04 432.00 -367.96
25 1500 1.22 0.04 63.91 450.00 -386.09
50 3000 0.69 0.02 70.00 900.00 -830.00
75 4500 0.55 0.02 82.77 1350.00 -1267.23
100 6000 0.48 0.02 95.78 1800.00 -1704.22
Note: Volume of Swale Req.= ~ -10 Icubic feet
Vin=1.34'Qdev't for t<=Tc
Vn=(Q't)+(.34"Q"Tc) for t>Tc Area of Swale Req.= ~ -19 Isquare feet
208 SWALE SIZE CALCULATIONS OVERALL REQ. AREA
Area of New Imp. Surface (Sq. Ft. Pavement)= ~ 1440 Bow Area= ~ -19
Required 208 Volume (Cubic Feet)= ~ 60 208 Area= ~ 120
Required 208 Area (Square Feet)= ~ 120
AREA=':~:::.;:;,:
120
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BOWSTRING METHOD (TEN YEAR STORM DESIGN) PROJECT: Maid 0 clover TIME OF CONCENTRATION (minutes)
DETENTION BASIN DESIGN BASIN: 1
REVIEWER: Lennemann Tc (overiand) Tc (gutter) Areas "C" A'C
NUMBER OF DRYWELLS PROPOSED DATE: 18-Oct-94
1 Single (type A) 0 Double (type B) Ct = 0.15 L2 = 0 19166 0.44 0.90 0.395992
Total Area (calc.) (see H1) 0.79 Z1 = 0 15159 0.35 0.11 0.05916
Time of Conc. (calc.) (see H1) 5.00 L1(A) = 0 Z2 = 0 0.00 0.00 0
Composite °C" (calc.) (see H1) 0.58 N(A) = 0 B= 0 0.00 0.00 0
Time of Ccnc. (min) 5.00 S(A) = 0 n= 0 0.00 0.00 0
Area (Acres) 0.79 s= 0 0.00 0.00 0
C' Factor 0.58 Tc (A) = 0.00 d= 0 0.00 0,00 0
Impervious Area (sq, ft,) 19166 Total A Comp "C"
Volume Provided 208: 833.5 storm: 833,5 L1(B) = 0 Tc (gu) = 0.00 0.79 0.58
Outtlow (cfs) 0,3 N(B) = 0 Tc(A+g) : 0.00
Area' C" Factor 0.46 S(B) = 0 Q=C'I'A= 1.45
= Tc(tot.) = 5.00 Q(est.) = 0.00
-
#1 #2 #3 #4 #5 #6 #7 Tc (B) = 0.0 Intensity = 3.18
Time Time Intensity Q dev. V in V out Storage A= 0
' Inc. Inc. WP = ERR
(min.) (sec.) (inJhr.) (cis) (cu. ft.) (cu. ft.) (cu. ft.)
R = ERR
(#1'60) (A"C"#3) (OuU.'#2) (#5-#6) U = ERR
Tc (total) = Tc (overland) + Tc (gutter) Tc(gu) = ERR
5.00 300.00 3.18 1.45 582 90.00 492 Tc (averland) = Ct!(L1*NIS^0.5)A0.6' Q(est) = ERR
Ct = 0.15
5 300 3.18 1.45 582 90 492 L1= Length of Overiand Flow Holding = 0,00
10 600 2.24 1.02 716 180 536 N= friction factor of overland flow (.4 for average grass cover) ~
15 900 1.77 0.81 807 270 537 S= average slope of overland flow
20 1200 1.45 0.66 859 360 499 Tc (gutter) = Length (ft.)Nelxity (ftJsec.)160
25 1500 121 0.55 882 450 432 B= Bottom width of gutter or ditch
30 1800 1.04 0.47 900 540 360 Z1= inverse of cross slope ane of ditch 35 2100 0.91 0.41 912 630 282 Z2 = inverse of cross slape two of ditch
40 2400 0.82 0.31 934 720 214 d= depth of flow in gutter (estimate, check esdmate wfth Flow)
45 2700 0.14 0.34 944 810 134 Area = d'B+d"2I2'(Z1+Z2)
50 3000 0.68 0.31 960 900 60 Wetted perimeter = B'd+(11sin(atn(121))+11sin(atn(122)))
55 3300 0.64 0.29 991 990 1 Hydraulic Radius = R= ArealWetted Perimeter
60 3600 0.61 0.28 1028 1080 -52 Velocity =1.486In'R",667"s".5 -
65 3900 0.60 0.27 1093 1170 -77 Flow = Velocity'Area
70 4200 0.58 0.26 1136 1260 •124 n= 0.016 for asphalt
75 4500 0.56 0.25 1173 1350 •177 s= longihrdinal slope of gutter
80 4800 0.53 0.24 1183 1440 -257 .
85 5100 0.52 0.24 1231 1530 -299
90 5400 0.50 023 1252 1620 -368
95 5700 0.49 0.22 1294 1110 -416
100 6000 0.48 022 1333 1800 467
DRAINAGE POND CALCULATIONS
Required grassy swale pond storage volume
= Imperoious Area x,5 in.112 in.lft. = 799 cu, ft.
provided: 833.5 cu. ft. OKf
DRYWELL REQUIREMENTS -10 YEAR DESIGN STORM
Maximum storage required by Bowstring = 537 cu. ft.
provided: 833.5 cu. ft. OK!
Number and type of Drywells Required = 1 Single 0 Double
BOWSTRING METHOD (TEN YEAR STORM DESIGN) PROJECT: Maid 0 clover TIME OF CQNCENTRATION (minutes)
DETENTION BASIN DESIGN BASIN: 2
REVIEWER: Lennemann Tc (overiand) Tc (gutter) Areas C. A'C
NUMBER OF DRYWELLS PROPOSED DATE: 18-0a-94
1 Single (type A) 0 Double (type 8) Ct = 0.15 L2 = 0 1500 0.03 0.90 0.030992
Total Area (calc.) (see H1) 0.05 Z1 = 0 530 0.01 0.17 0.002068
Time of Conc, (calc.) (see H1) 5.00 L1(A) = 0 t2 = 0 0.00 0.00 0
Composite "C" (calc,) (see 1-11) 0.71 N(A) = 0 B= 0 0.00 0.00 0
Time of Conc. (min) 5.00 S(A) = 0 n= 0 0.00 0.00 0
Area (Acres) 0.05 s= 0 0.00 0.00 0
C' Factor 0.71 Tc (A) = 0.00 d= 0 0.00 0.00 0
Impenrious Area (sq, ft.) 1500 Total A Comp "C°
Volume Provided 208: 60 storm: 60 L1(B) = 0 Tc (gu) = 0.00 0.05 0.71
Outliow (cfs) 0.3 N(B) = 0 Tc(A+B) = 0.00
Area' C" Factor 0.03 S(B) = 0 Q=C'I'A= 0.11
-
Tc(tot.) = 5.00 Q(est.) = 0.00
#1 #2 #3 #4 #5 #6 #1 Tc (B) = 0.0 Intensiiy = 3.18
Time Time Intensity Q dev. V in V out Storage A= 0
Inc. Inc. ERR
(min.) (sec.) (in.mr.) (cfs) (cu. ft.) (cu. ft.) (cu. ft.) R P ERR
(#1'60) (A"C'#3) (Outl `#2) (#5-#6) V = ERR
-
Tc (totaq = Tc (overland) + Tc (gutter) Tc(gu) = ERR
5.00 300.00 3,18 0.11 42 90.00 -48 Tc (overland) = Ct'(L1'N1S"0.5)"0.6) Q(est) = ERR
Ct = 0.15
5 300 3.18 0.11 42 90 -48 L1= Length of Overland Flow Holding = 0.00 '
10 600 2.24 0.07 52 180 -128 N= friction factor of ovedand flow (.4 for average grass cover)
15 900 1.77 0.06 59 270 -211 S= average slope of overland flow
20 1200 1.45 0.05 62 360 -298 Tc (gutter) = Length (ft.)Nelaity (ft./sec.)!60
25 1500 1.21 0.04 64 450 -386 B= Bottom width of gutter or ditch ~
30 1800 1.04 0.03 65 540 -475 Z1= inverse of cross slope one of ditch
35 2100 0.91 0.03 66 630 -564 Z2 = inverse of cross slope lwo of ditch
40 2400 0.82 0.03 68 720 -652 d= depfh of flaw in gutter (estimate, check estimate with Flow)
45 2700 0.74 0.02 69 810 -741 Area = d'B+d^212'(Z1+Z2)
50 3000 0.68 0.02 10 900 •830 Wettedperimeter=6'd+(11sin(afi(121))+11sin(atrn(122)))
55 3300 0.64 0.02 12 990 -918 Hydraulic Radius = R= ArealWetted Perimeter
60 3600 0.61 0.02 75 1080 -1005 Velocity=1,4861n'R".661"s".5 ~
65 3900 0.60 0.02 79 1170 -1091 Flvw = Velociiy`Area
10 4200 0.58 0.02 82 1260 -1178 n= 0.016 For asphalt
75 4500 0.56 0,02 85 1350 -1265 s= longitudinal slope of gutter
80 4800 0.53 0.02 86 1440 -1354 85 5100 0.52 0.02 89 1530 -1441
90 5400 0.50 0.02 91 1620 -1529
95 5700 0.49 0.02 94 1710 -1616
100 6000 0.48 0,02 91 1800 -1703
DRAINAGE POND CALCULATIONS
Required grassy swale pond storage volume
= Impervious Area x.5 inJ 12 inJft. = 63 cu. ft.
provided: 60 cu. ft. No Good
ORYWELL REQUIREMENTS -10 YEAR DESIGN STORM
Maximum storage required by Bowstring = 0 cu, ft.
provided: 60 cu, ft. OKl
Number and type of Drywells Required = 1 Single 0 Double
WATER AND
77 , SPOKANE HYDROELECTRIC SERVICES
►~4%1 914 E. NoRri-i Foari-uLi.s DiuvE
o F SPOxANE, WASxcNCrov 99207-2794
(509) 625-7800
8p(3KAK,E CO,~NTY ENGINF-ER l FAX 625-7816
,
11
February 9, 1995
Mr. Jeff Florry
Spokane County Division of Building
1026 West Broadway Avenue
Spokane, WA 99260
SUBJECT: 5821 E. Broadway - Maid O'Clover Convenience Store on the
Northwest Corner of Fancher and Broadw►ay
Dear Mr. Florry:
Water service and f ire hydrant installation ( s) need to be addressed
prior to the issuance of building permits for the referenced
project. Arrangements for the excavation of these services must be
coordinated with Spokane County as it requires the cutting of new
pavement on Fancher Road.
When these arrangements are satisfactorily addressed with the
County, we will review on-site water and hydrant installations for
compliance with City of Spokane design standards.
If additional information is required, please contact me at 625-
7800.
' cerely,
~
John Freese, Supervisor
pc: ,~erril Smale
slc
R
Page 1
OFFICE OF THE COUNTY ENGINEER
5POKANE COUNTY, WASHINGTON
Project: Maid 0'Clover Mini Mart Date: 22 Aug 94
Address: 5821 E. Broadway Ref No. B94133
Parcel No: 14531-2103 Review Pre App
The County Engineering Department has completed a review of
the above referenced project. The following information must be
provided in order for us to proceed with our review.
A) For any new hard surface area, for an asphaltic roof, or
a roof containing HVAC machinery, a drainage plan
for the site shall be prepared in compliance with
Spokane County "Guidelines for Stormwater Management". At
a minimum the plan must contain: 1. Drainage calculations for stormwater volumes
generated on site.
2. Calculations for total impervious surfaces
contained within the site. ----3. Finished grade elevations for structures to be
constructed on site.
4. Finished grade elevations at the top and bottom of
the 208 swale.
5. A typical cross section of the 208 swale.
6. Calculations to justify the number and type of
drywells proposed.
7. Elevation of drywell inlets where applicable.
8. Copy of the proposed landscape plan.
B) The subject property is affected by the "Findings and
Order" and the "Conditions of Approval" for the following
j--i-and use action:
Spokane County Zone Change No. ZE 101-41
Spokane County Zone Change No. ZE 32-93c
C) The following improvements within adjacent Right of Way
are required prior to the release of a building permit:
1. You must submit road and drainage plans for street
imprevements. These must be prepared by an
engineer. Plans must be prepared for the following
streets:
a. Broadway Ave. Typical Roadway Section #l,
Major Arterial Standard
~ All required construction (sidewalk) within the Public Road
Right of Way is to be completed prior to the release of a
building permit or a financial guaranty in an amount estimated by
the County Engineer to cover the cost of construction or
improvements shall be filed with the County Engineer. Required
plans are to be submitted prior to estimating the amount of the
financial guaranty or permit release. .
Page 2
2. Approach permits must be obtained, after a site
plan has been approved, and before the issuance of
a building permit, from the County Engineering
Department for any new or improved driveway
approaches to the following streets:
a. Broadway Ave. '
b. Fancher Rd.
* Coordinate-with the County Design Department for location
of approaches, contact Barry Greene; 456-3600.
D) Insufficient information was submitted with the proposal.
We are unable to proceed with our review. We will need
the following before we can proceed:
l. Site Plan.
2. Drainage plan as specified.
3. Other information:
a. A parking and traffic circulation plan shall
be submitted and approved by the Spokane County Engineer. TF-ie'
design, location and arrangement of parking stalls shall be in
accordance with standard traffic engineering practices. Paving as
required by the County Planning Ordinance, will be required for
any portion of the project which is to be occupied or traveled by
vehicles. It is illegal to back out onto the Right of Way.
c. The County Arterial Road P1an identifies
Broadway as a Principal arterial. The existing right-of-way width
-~>of varying feet is not consistent with that specified in the
Plan. In order to implement the Arterial Road Plan, in addition
to the required right-of-way dedication, a strip of property 10
feet in width along the Broadway frontage shall be set aside in
reserve. This property may be acquired by Spokane County at the
time arterial improvements are made to Broadway.
E) Utility Condition: Permittee is responsible for arranging
for all necessary utility adjustments or relocation as
required for completion of the improvement.
F) The owner of the property or the authorized
representative must complete and sign Spokane County
Engineers "Agreement to Pay Fees". This document must be
returned to the County Engineers Office. Plan review will not be completed until this document is executed. This
dacument is attached to these comments. Please return
the completed Agreement to your contact person at the
Engineers Department.
The applicant or their representative is responsible for
including each item that is marked "Required By This Project" in
their submittal in accordance with the checklist descriptions.
Each item submitted that is to meet the checklist shall be
checked off by the applicant or their representative. Submittals
which do not conform to the above requirements will be returned
for further items with no review being accomplished. This will
prolong the review process. If changes.occur in the requirements
, • , , Page 3
s ' •
for the project because of further conversations with Spokane
County representatives, please attach a note explaining the
agreed upon change in requirements. When the applicants'
submittal is finally approved, the Engineers department will
release their portion of the Building Permit.
Your contact person at the County Engineering Department is
Paul Lennemann, 456-3600.
,
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S -P O K N.N E , o' C O U N 7' Y
. , _
PUBIIC WORKS DEf'ARl'MENT
Derinis M. Scott, P.E., Director
~ .
M E M O R A N D U M
DATE: February 9, 1995
TO: Jim Legat, P.E.
Ron Hormann, P. E. '
FROM: Dennis M. Scott, P. E.
RE: Maid O' Clover Convenience Store on Broadway
Today, I received the attached letter from J.W. Parks of the Gilbert H.
Moen Company regarding the Maid O' Clover Convenience Store on
Broadway. J.W. Parks feels that they have followed every guideline set
by the County and, through no fault of their own, they are currently being
denied access to the adjacent water and gas.
Please review the letter and accompanying materials as soon as possible.
What is your analysis of the situation? Where did the communication
process fail? How can we avoid this from happening in the future? How
would you suggest we resolve this problem? Please prepare a proposed .
written response to J.W. Parks of the Gilbert H. Moen Company. Then, let's discuss it.
W.1026 Broadway Ave. Spokane, WA 99260-0170 (509) 456-3600 FAX: (509) 4564715 TDD: (509) 324-3166
,
~ GILBERT H. MOEN COMPANY EST ERAL CONTRACTOR
ABLISHED IN 1933
• PI-IONE (509) 248-0740 ,
- i
rnx (509) 575-1587 ~ `t
A ~ "
FebruwY 7' 1995 516 SOU1H FirtII nvE. ~ I'~`r
YAKiMA, WA 48902
Spokane County
Division of Public Works nr(`. H! r~ ('1
1026 West Broadway Avenue
Spokane, WA 99260-0170 F E11
Attn: Mc. Dennis M. Scott, P.E., Directox SnOK,tiNE GOIJr4 rr !-r!~ :~i F- Ell
Re: Maid O' Clover Convenience Store
5821 East Broadway Avenue
Parcel No. 1453-2103
Ref. No. B 94133
Gentlemen,
I am writing to you requesting your review of Itern 1 of the attached review comments.
Item's 2 tlirough 4 will be completed to the County's satisfaction.
I believe the County's decision to not allow access to the adjacent utilities is unwaxranted.
We have carefully followed the County's procedures in applying for the necessary pernuts,
and through no fault of ours we are now being denied access to dle adjacent water alid
gas.
I have supplied copies of logs and memos that support my position. In early August
Gilbert H. Moen Company submitted the required number of drawings and paid our fees
for a pre-application conference. We waited ihree weeks while the various departments
reviewed our application and plans, and prepared a list of comments. At this meeting we .
were not properly advised of the utility access.
As you can see from the Tt}omas, Dean, and Hoskins notes, a request was made regarding
the utilities. They received no response to this request. We made a number of efforts to
caordinate our activities witll the County with little or no success. Wlierever possible we
have complied to the Cou.city's requests.
T1le County has made it abundandy clear that we were to follow their direction and were
under tieir authority. No work could be done prioz to final and complete approval. I
believe that with that authority the County held the responsibiliry to inform us clearly and
vn a rimeiy manner oE any items that would restrict our being able to complete this project.
No one advised eitlier our engineers and myself of the need to install utilities to tlle ctirb
line. How would we have accomplished this before paving?
r~
lr~` ~0 ~~\`f
~ _-p.` ,
1 . ~ .,l7
'w.....e........ ~•:-~:Ilt;~r.~i;'. /f...:"N, 1:1 c.~~~ii~t~•,t•:
. ~
Spokazic County
Pagc 2
r-ebruary 7, 1995 The County was aware of our project and I believe could have assisted us in being sure the
utilities were properly stubbed to the property line. Ilie property had a fire hydrant on it
originally. I had no reason to believe it would be deleted during road construction. When
construction activity takes place on public roads, it is custotnary for the agency to advise
the property owners of issues that would adversely affect tllem. No advice was provided
tlie Owner. Our civil engineer anci I made an effort to avoid this type of problem. I
believe the county siiares some responsibility for the error.
The resolution offered by the Counry forces the owner to bear an abliormal cost. The
costs to obtain, if even possible, easecnents and construct and maintaui a 6" or 8" water
line and fire hydrant across the adjoining project is unreasonable. There is no assurance an
easetnent could be obtaineci at this time.
I understand the need to protect the new street, and we are willing to provide a bond to be
sure the street is returned to a normal cond.ition.
I urge you to review this matter and authorize us to enter the street and connect the water,
fire hydrant, and natural gas. We expect to do all the work to Spokane County standards.
Your attention to this is appreciated. I can be reached at (509) 248-0740 if you have any
further qAestion. I would li.ke to meet with you and resolve this to our mutual satisfaction.
Sincerely,
GILBERT -i. MOEN COMPANY
J6~erations . Paxk Manager
JWrn/DGM/vc
Enclosures
p.c.: Cliff Morey, Thomas, Dean and Hoskins
Jeff Louden
, . ,
.
~
S i~ O K N G C O U N T Y~~`
DEI'ARThiENT OF BUII.DINGS • A UIVISfON OF TNE PUBLIC WORKS DEPA1RTMt~T
)11MES L. MANSON, C.F3.0., DIRECTOR DENNIS M. SCOTT, P.E., DIRECTOR
A M E N D M E N T
TO: 1oe Park
Michael Moen Dave Wall Clifton Morey
FROM: Sherrie Wrigiit, Secretary Division'of IIuildings
DATE: August 25, 1994
RE: Amendment to 8/22/94 Pre-Applicadon Conference Sunimary
5821 E. Broadway - Maid O'Clover Convenience Store with Gas Pumps
AMENDMENT TO SUMMARY OF DEPARTMENTAL -REQUIREMENTS;
1. ENGINEER'S DEPARI MENT - PAUL LENNEMANN
DISCUSSION COMMENTS - Addition
. 1. 10 ft.- set aside requireci on Broadway.
Please revise your summary accordingly. Sfiould you have any questions or need additional
information, please feel free to contact nle. sw
cc: Dennis Scott, Public Works Director Kelle Vigeland, Spokane County Air Pollution Control Authority
WEST 1026 BROnbwllY • SrOKANE, WAStttNCTON 44260 •(509)156-36TS
FAX (509) 4564703
Spoknne Cuuiity Platining Ueporttnciit
I're-~ppIll'JtI.U11 Meetiiig I'lan Review Cuiiirneiiis August .22, 19514- • . • , . • .
~ . . . . . . . . . , . . , .
Reference No.: BI' 132-94 Appiicant: MAid O'Clover (Uave Weii)
Prnposnl: Cnriveitience store/resteurant;witii gas: puiiips
i'arcel Nu.: 35141.2103 (ptn.) ; . . . . . , , . : , : . . •
Address: 5821 C. Brvadway
,
Zoning: B-1 . . . , , . ,
Related Latid Use Actiuns: ZE-32-93C CC ~'30
1~ ' • , . -t, . . ; . , . t . , . . .
'Ttie Spokane County Planning Department has completed a review of the above referenced
project, T1ie following infvrmation must be subrrutted ln order for this office to Qroceed
with vur review to detentiine cornpliance of the prvjeet wit1i ell applleable Planning
Deparnnent standlnds atid cotiditions. Please submit all revisad infotmatiort to Uie
Department of IIuildings for circulation of the infonnation to alt icnptecnentirig
departments.
. . . . . .
A. 1his proposal slialt cornply with all condidons'of the above tnentiorted latid use actions.
. . . . .
B. The convenience store is a penilieted use in the Neighborliood Business (13-1) ione,
provided that it is sized to serve nitly local and neigiibor lioad needs. "Ilie rescauranVdeli operation is a permitted use provided that it is nonatcotiolic. . . . .
The servicc station is a peRiuttecl use provided: ; . , , . , . .
1. Outsicle operativns sliall be limited to 1lie dispensing vE gas, diesel fucl, oil auid
water, changing of dres and sictular customer services; 2. Nirnp islands s1iaU be located at least Cifteen (15) feet frotti tlte right-of-way une(s); . . , . .
, . .
3. Any canopy sliall meet ttie specifie stnndards of Sectivn, 14.810.160(1) of tiiis . Code; . . . ~ . . . .
. . . . ;
4. Normal atito maUiteiiance and minor repair is allowed, not to include paiiiting or
body and fender work; ' , - • . • • - .
• , . . 5. Ail outside storage af tires, equipnxiit and oil sliall be enclvsed during closecl
fiours; and , . ,
. , ; . . , ,
, , . ; • . . . . . . 6. Overliead ligliting shall be cl.irecteci away from adjacent properties:
C. Alt}iougli the submitted site pian is generally acceptflble, the PlAnning Deparhment ts
requesting a revisecf site plari with additional inforrnadon in order to confinn cornpliance vC
die proposal witli all applicable zoning criteria. 'Irtiis informadon inctudes: -
~-.r . , . .
. , . , .
, - . , . . ~
. . . '
, , .
• . .
BP 132-94
August 22, 1994
Page 2
,
' . . . .i,.,• .
S `
. i i . , . . . . i . • . . .
. 1. Provide calculadons verifying no more than fifty percent (50%) of tlie parcel is
covered by building footprint.
2. Note building height in feet and stories. Include a note icJentifying basements
and/or mezzanines. ;
The maximum lieight of a building orstructurc'in a B-1 zone adjoining a RR-10
ttuougii UR-3.5 zone, a RS zone, or existing single family development shall be
one story not over twenty (20) feet; otherwise intecior buildings' heights on tlie same sice shaU be two stories an4 in r1o case greaier than thirty five (35) feet.
3. The required number of parking stalls foc the proposat Iias not been detecmined.
► 71ie Planning DePartment vvill evaluate the pmject and get- back to the applicant witli .
the number of required parking stalls. Please submit the squane footage of each use
(resta►urant as opposed to netail vommcrciaUconvenience store) so that the exact
number of nequimd parking spaces can be calculated.
Off-smeet parking'requirements willbe based on the following ratios: a. RetAil Commercial: One (1) space per two hundred (200) gross square feet. Storage aneas in~exces$ of one th4u4and (1,000) square feet in retait commerciat
stores can be calculated separately as warehouse, as tong as no more iIian fifty
percent (5096) of tho tqtAl floor are# is Copsiderod as warehouse.
b. Restaurant (with seAting); One (1) space pcr one hundred (100) gross square
feet, minimum of six (6) spaces
c. All other park3ng ratios depending on ft specifc uses within the building.
4. L..ocate 8nd desccribe all trafftc oontml devices (painted parking stalls on asplialt,
directional arrows et points of ingress/egress, whecl stops, curbing, ete.) S. Locate all dctached and attAchcd 'signage on the site plan, if any is proposeci.
Submit elevarion drawings of all sjgnage, including dimensions, copy on the face
of signs and a note of gross area per face . of sign for review with cocle standards.
.
'Applicant dces have the option of receiving sign permit approval tlirougii a separate
rcvicw.,; , . .
. . . . . . , . .
6. Dlustrate fencing (existing and proposed). Note ttie tieigtit and type of fencing.
. 7. All outdoor trash, garbage, and refuse storege aneas stiaJl be screened on all sides from public view and. at a minimum be enclosed on tiiree sides witli a five
and one half (5 1/2)-foot -high concrete block or masonry wall or a sight-obsctiring
gate for access. • . . , *
Note die outdoar trash, garbage and/oc trash storage aneas and indicAte the height
and type of screening proposed. , . : ~ : . . . .
8. AU roof top mechanical equipment shall be placeci betiind 'a permanent screen,
restricted firom view, , . . . . . ~ :..j.r. .
If any roof top mechanical oqulpmeat is proposed for ttiis eievelapment, note tlie
type of screening,
9. If parkino lot lighdng is proposed, the lights shall be constructecl, shieidecl nnd .
used so as not to illuminate directly or create glane visible frnm ucljacent propecties or public rigfits-of-way.
I3P 132-94 . • -
' August 22, 1994
Page 3
' Uoc;atc tlte exterior liglilijig fixturcs and illustrate die cfirectiori of illuilunation. .
. i). A demiled la►idscape pl:ui sliall be subnutted indicedng the Collowing informntion:
1. Afive (5)-foot-wide strip of Type tIi laruiscaping is re:yuired along botli
Broadway Av.enue and Fancher Road.;, ' ~ . - • - ~ ~ - • ~ - •
• . ~ ' . i r - . ; . • . • . • . , • . '
Note the location, size and type of species at die time of inscallntion so that tfie defuiition of a Type LI[ landscape strip is tnet... : . . , : . ; . . . . . • ~
Definition of a Type IIt landscape strip indicates a mix vf evergreens and deciduous
plantings iricluding living trees, shrubs and gmund covers. Plantings of slirubs
and grvund covers shali be cliosen and spaeed to result in a covering of die
tandscape strip witliin ttirce (3) years. Shrubs stiall be of a type that do not exceed
a tieight at mnturity vf approximately tluree (3) to four (4) feet. Deciduous trecs
shall have a trunk diarYieter of one and tlu-ee quatter (1 3/4) inches at die time of planting and be spacecl so as to result ui touclung of branclies after ten (10) years of
normal growtli or approximately every tliirty (30) feet vn center. Evergreen trees
sfiall be a minimuni of four (4) feet tall at the time of planting a.nd space so 1s tv
result in a space between trees approximately equal to die rnature spcead of tlte tree
used. 2. Zlie cninimuin landscaping requirernents of die Code are reyuired to be met for
die parking area. A iniiiimucn of 10 percent of the parking 3rea is to be lanclscaped
so that al1 parkilig sta.lls are Ivcaced witliin GO feet of a landscape featw-e consistiiig
oE 32 squnre feet in area. T71is landscaping sliall be-locateci between parking stalls, at ends of parking
coiumns or between stalls and ttie pcvperty line. Lmdscaping located between a parking lot and a recreational area or building wiU not saeisfy tlhese condicions.
. As per Section 14.802.220(7) parking lot landscape features stialt include tiberal
landscaping including combinations oE such materials as trees, ornamental slirubs,
gravet, river rock, dxiftwood, rockeries or lawn, provided that these materials are
approved by the County Engineer in relationsfuip to stormwater disposal methods
witliin the '2U8' Ayuifer Sensitive Area. 3:- lllustrate end call out the G-incti=lugh protective curbing around all landscaped '
a.neas adjacerit to parking lots and travel surfaces.
4. Note an npprvved autvmatic irrigation system will be installed lo maintain the ptantings. 5. Illustrate the clenr-view triangle at die cvrners of die parcel(s) wliich are adjacent
to street intersections. Illustmtion of the clear-view triangle is needed in order to
verify no siglit-obstruction (specifically fenoe support pillats and landscapirig)
occurs to motorists micf/or pedestrians approaehing street intersections. 6. A nursery estimate shall be submitted for review wliicli iternizes tthe cost of all
landscape materials, labor and t}he automatie umgation system along with a
procnissory letter on company lelterhead ensuring the installacion of all required
landscaping as illustrated on die approved landscape plan (see enclosure). •
~ • .
BP 132-94 ~
August 22, 1994
Page 4
•:.~•,~t.~...;!: , . . • • . .-c i•~ . . ~ . . .
Only after all the infonnauon and nequirements listed above have been supplied and
cocnpleted and the necessary neview has been accomplisheci will your building permit be ~
released.
T7ie above listed requirccnents are to provide the apQlicant with primary agency comments
to assist thc applicant and a.id in the process of recetving building permit approval. The
above listed inforniation provides a review of the proposal as shown on ttie submitted site
plan. Alteradons to that site plan may effect Planning Department cequirements and fees.
If you havc any quesdons or concerns, please feel frec to contact this office at (509) 456- ~
2205 . . . , _ ~ . . . - ~ ~ ~ ~ . .
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Jim Millgard .o.!- , . . ..t: i ; . . . . . _~r : . ,
Planner I . ~ . . , . : . . . . t . .
Spokane Counry P1anning Department
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Page 1
OFE'ICE OF THE COUNTY ENGINEER
SPORANE,COUNTY; WASHINGTON
, • Project: Maid O'Clover Mini Mart, Date: 22 Aug 94
Address : 5821 E. Broadway . ' Ref No. 894133
Parcel No: 19531-2103 Review Pre App
The County Engineering Department has completed a review of
the above re:Eerenced project. The following information must be
provided in order for us to proceed with our review.
A) For any new hard surface area, for an asphaltic roof, or
a roof containing HVAC machinery, a drainage.plan
for the site shall be prepared in compliance'with
Spokane County "Guidelines for Stormwater Management". At
a minimum the plan must contain: ' .
1. Drainage calculations for stormwater volumes
generated on site.
2. Calculations for total imperviou8 surfaces
contained within the site. .
3. Finished grade elevations-.for structures to be
cons tructed on site. 4. Finished grade.elevations-at tne top and bottom of
the 208 swale. . ; ' .
5. A typical cross section of the 208 swale.
6. Calculations to justify the number and type of
drywells proposed, 7. Elevation of drywell inlers where*applicable..
6. Copy of the proposed.landscape plan:.
. s., . .
B} The subject property is affected by rhe "Findings and . Order" and the "Conditions of Approval", fof* the*following
land use action: , . : . : ` . Spokane County Zone Change No. ZE 101-41 Spokane County Zone Change No. -ZE- -32=93c ; . t • -
C) The following improvements within-adjac6nt Right of Way.
are required prior to the release of a building,,permit:-
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1. You must submit road and:drainaqe plans..for street
imprevements. These must-be*prepared:by an.
~ . engineer. Plans must be, prepared. f6r . the fol~.owing
streets :
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/ a: 8roadway Ave. Typical Roadway Section #1,
-•"Maj or Arrerial S tandard
~All required construction (sidewalk) -withinthLd Public Road ~Right of way is to be completed prior to-the release of a building permit or a financial guaranty-in an'ainount estimated by
~ the County Engineer to cover-the cost-of construction or
,
; improvements shall be Filed with the County Engineer. Required
plans are to be submitted pr.ior to estimating the amount.of the
~ f inancial quaranty or permit relea3e.~ .
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2. Approach- pe-rmits•must be ohtained, after a site
plan has been-approved, and before the issuance of
a building permit, from the County Engineering
Department for any new or improved driveway
approaches to the following streets: •
a. eroadway Ave.
b. E'anche r Rd.
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* Coordinate with the County Design Department for lo'cation
of approaches, contactiearry Greene; 956-3640.
D) Insufficient information was submitted with the proposal. We are unable to prQceed with our review. We will need
the following before we can proceed:
1. ~Si*te plan.
2. Drainage plan as specified. 3. Other information: ,
a.,:A.parking and-traffic'circulation pl'an shall
be submitted and approved by the Spokane County Engineer. TFie*
design, location and arrangement of parking stalls shall be in
accordance with standard traffic engineering practices. Paving as
required by the County Planning Ordinance, will be required for
any portion of the project which is to be occupied or traveled by
vehicles. It is illegal to back out onto the Right of Way.
c.The County Arterial Road Plan identifies
Broadway as a Principal arterial. The existing right-of-way width
of varying feet is not consistent with that specified in the
Plan. In order to implement the Arterial"Road Plan, in addition
to the required right-of-way dedication, a,strip of property 10
feet in width along the Broadway frontage shall be set aside in
i-eserve. This property may be acquired by Spokane County at the
time arterial improvements are madP to Broadway. ,
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E) Utility Condition: Permittee is responsible for arranqing
for all necessary utility adjustments or relocation as
required for completion of the improvement.
F) The owner of the property or the authorized
representatiye must complete and-sign Spokane County
'Engineers "Agreement to-Pay Fees"'. This document must be
returned to the County 4ngineers Office. Plan review will
not be completed until this document is executed. This
document is attached to these comments. Please return
the com0eted Agreement-to your conract person at the
Enqineers Department. . .•6<4
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or
The appli.cankt representative1 is.,responsible,< fQ,r.
including. each item-:that4 .i~. marked. "Required ~y This Project" in
their submittal in accor¢ance with'ithe check-di-st descriptions. Each item submitted that_.is. to meet -the checklist shall be -
checked off by the applicont ori.their representative. Submittals which do not confoFm,to;the above..requirements will be returned for further*items with no review being accomplished. This wi.ll
prolong the review nr.nrPs-, rf - r .
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for the project because of further conversations with Spokane
County'representatives, please attach a note explaining the
agreed upon change in requirements. When the applicants'
submittal is !Einally approved, the Engineers department will
release their portion oC the Building Permit.
Your contact person at the County Engineering Department is
Paul Lennemann, 456-3640.
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, RI?I'ORT U1'8/2Z/41 PRII-M~'I.1CA'110N CON(~l~RL~N(33 ~
' 3823 Q E3roadwar - Maid O'Clorer Coovcoiceco Stotd writ` Qks Pnelpi'
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I Nw~cs ( nnoIRss.S 1 cmr I ErAtu ~ ar I IPcroKe IcoNrAcr
OwNE-R ~ loe t*rk, Olibon Mwo Slb S. 3th /1re. ~ Yoklnr ~ WA • ~ OA902 ~(509)148 -0140. , a XZ~.T
MlduRel Moea altbett Mooo Stb 3. !th I►re. ~ Ynklnni ~ WI~ ~ 96902 ~(309) !ts-O110~
rNCINIseR pave W&IL Tbomna, Des e 316 W. Boone, Sulie 1S7 I Spokit ne WA ~ 04201 I 325-8400 I
Ciitlon Maey,TAocuit. Dean llb W. (toone. Sulte 737 ~ lpoUM WA ~ 0M1 ~ 321-6409
S`TA7E EN V IRONMFNTAL ('OUC:Y AC.T(SEPA)
in aooordance with State Environmental Pblicy Act WAC 197- I 1-310 a Ihrcshdd detrnnjnation b tequired to be issued for the instaBation
o( underground tanks by the Diviilon o[ 8uildirSL An environmental chedcl6t dall be prlpared knd tubmltted tcf aairl lhe Divi:ivn o( 8uildingo .
~ in Rv►king the Ihreshold delenninadon for dreutnlion to sgencies of jurisdiction. Aetion uporl lhe propoal wlll riot avmmenoe unti) a((et the 13
I day public oommcnt period A S73 fee is requircd to inidate thc erwironmental review.
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' PRO1CCi' O VCn V1EW •
/1npGcant proposcs a 24-hour oonvenienoc slorc with doubk-walled Chevrcm fuel t,enks. There is a grill included. 'Ihis plan a identical to
the store on Northwest Boulcvard in Ihe city.
SUMMARY Of PROPOSED
~ • occu- ~ , . . . , • . '
t.ANO ViQ PMfT CONST Y11tK
[ rAItCEL ZONB /K.'ilON3 TYTB sU1LDIN0 U1H SQ.Fi: QIlOU1 TYrB PLOIr NATBR ►Vf1VSYOR 1 fNONB
13111.210) 1 B-t 12E-32-"G 1 Naw ~ Stw• L900 8-2 I VN ~ 1.3M (ChdSpdase 62l-7f00
*
(v-) I ICE-39-We I I ' I I I I
D[SCUSSlON'iOP(CS ~ ' • ' ' . ' . . .
(elWwalkms, ~d~1lom, vrd m rscron~ b "wlm oarmuM~'~ .
P[ANNtN(3 UBPAR?MLNT'(456-2203) G''ON'TACT: JIM Ml[1.aARD '
• Written commcnts wcre prcpared dt a capyr given to the applicsnt. • ' ;
' Contect the Assessvr i OWme rcgarding rling the aegrega 'on apprrntid under i Certificate of Etemption.
• No landscaping is allowed in the [uture aoquisition era+. ~;r! ~ i`, ti_C i,t A- ?/1 r ~.k I r~', ►~C ,
• I''aclcing is not adequste [or proposui use. r'r_M, ov~~' sc. r /
S
?.NCINC'.LRIN(3 A ROADS (456-36W) CUNI ACi`. PAUl.1.r.NNLiMANN , , ' . • ' ' Written commanu were preparcd & a copy given to the applicanl. . I , • I
• Sidewalk plana aro required [or BmaclvmY• /~U ~ ((~l. ~ f r.' ° , . ~ . Lj . j , ' ~ : ~ i . . ~ ~1 '
' Contnct Barry Cn.en. Engineer':Offioe [or opproach Icxatioiu on Fsncher.' .
1EA,1,77I UISTRICT (324-1360) CUN°TACi`. UARYL WAY . . . ' . ~ ' '
• °1.427gaI, txr dav of wratterwater a the maximum aI{vwed [or thu d1a ~ . . . , , . • . .
; • Mr. Way will review the epplication for uwege dispasal system tv make a determinativn en lesch bea.
• The ftealih District can uae updnted plam that were submi(ted for Nonhwrat Bouleard stom .
•'Coord'natewithrefuaeoompanyfvitnudcaoocsc • , ' • •
• All oonstructan debris b to be disposed of at a lianscd d'uposal site. No on-iite bumirig or burial is suthorized.
f'UKANf3 COUN'1Y AlR PULLV7IUN CON'IRUL AUI110RITY (136--1727) CONTAC'I`. KIiLl.f3 Y1C3[i[/WD •
• Stz+ge l vapor reovvery sys(em is reyuircd. Stagc 26 required foT plumbing,
. "i1L17IG~S D[?PAR7MWKT(436-4201) WN`IACi`. 1lM RED . • .
• Connoct to publicwater. . , .
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' Covemnt agrcement for UIlD is rcquifed.
• Uouble plumbirV ii rcquired 10 oonnect to atwer. Ra DISTRICL' NO. 1(428-2462) CONTACI': PAUL C11ASII ' ,f
• One hydrant b requircd for this projoct locatcd at (he entranoe a[ Broadway or r-ancherwith dvuble-walled taniu. If *
vault tuel system V used, then another hydrant will be required.
ViS10N OP BUILDINGS (436-3673) CONTAC'T` KGN 1PJ'FRgY
• Double containment is roquircd if s crilkal material: user. Unes to and from tenks must be dotble oonlained.
• For infornmtion on theAmericens with DiabilitiesAtl.call 1-800-433-7232.
• One-hour wsll is required on west sidc with a 30 inch parapel.
/EWnSf !4M !'EltAItT liRE.13E AEt?Uf1EWNI'3
, fPrRMIT Rrt_PASH RCQUIREMC[Y'4'S
, .
Plra.se submft se:ven (7) sCls ofrCViseJsite, elrainage, and Ianctscepa p/ans plus threo (3) comple;lC sets ofconstructivn cirawings to
lhC Deparunent of BuilcLings foracknowJJgemeAt aad distribution 1o AU tbe appropriatc Agencic:s. In orck;r for aU ageacie.s
to eNvc4tious1yprcace4s yvurprivjac4 it ir irnportant lhat suboullaLs inclucfC sU nacamry cirawings and ckacuments to insu«
l6at revirw of}nur project ts compJeteJ in lhe lr.asl amnunt of tune. Dacumeq[s shoulci incluclc.•; builciing aclciress snJ Ic;gal cksc.•riptiun of prvperty.
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Spokane Counry's Project Aeview Coordlnator wfll be Jeff Forry at the Div. of Buildings (456 -3675).
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11 1 Building height ia stories & feet 21 1 Clear view triangle at ingress/egress ,
31 1 Clirbing around laadscaping 41 1 Exteriar ligwtin&/direction of illumination 51 1 Exterior re[use areas + screening . 61 1 LandscaQLng of parkia& lot
71 - 15 feet Type 1(T landsca in along Fancher & Broadway '
8 1' 1 Lancisca in (location, species, size) ' .
91 1 Parking & traffic circuletion plan
101 Traffic control ctevices 11 I Draina e lan (swales, ells, calCUlations
' ' y .~'!l1y_ 1 •I' .l r'I " , ~
12 ~ Irri~ation system ~lans
13 ~ Nursery estimate - - . _ . . . ' . . .
141 1 Promissory letter for landscape requirements
151 A reement to pay fees & miaimum re4uiremeats list 161 Approach perntit for access to Hroadway&llavana
171 Roadplans da~ resu„e,I we. G./! L,^•ioA+c.A h
181 1 Nonresidential Ener&y Code form
191 1 Critical Materials list
201 Samplin&A
Sreemeat ,
21 S ial Iaspection fornu
. . .y ~
_ }t
221 1 Barrier-Free Requirements (WAG S 1-Z0)' , .
231 1 Electrical details , , . . . . ' 241 ~ Eneru details/calculatioas & beat lass
251 1 Heati% ventilation & air coaditioaing drawings
261 1 Kitchen hood details/s6atta ,
271 Li hting budgets
281 [Plumbing details .
291 1 Separatioo wall details
301 1 Structural cirawings with wat stamps & calCUlatioos
slgnat o rQtor
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TU: 5pokane Couiity F3uIl(lliig Codee - Pre-Appllvntion
F'ROM: Spolcaiie Cvul►ty Utflltles J
UATr: B /2- 1 ly
y , SUIIJ: rt? 2 ~~~6aw0 W4-~( 11,91,
Iteeot»»ie»dtttlo»s nre ne olrolecl:
WA'I'EIt SETLVICE
Aiiy water eorvlce fvr t)i1s proJeot elinll be provided fu avvordaiice witli llie Coordlrialed Water 8y$tein
Plaii for Spolcatie Couttty, as nnieiicled.
2.) Located witlilit tliv Crlticn.l Wnter Supply 8ervlce Aren but jiot wltlilii a:iiy purveyor'e dietriot. May be
servlced by aii iii(llvidual well owiiecl aiicl vperateci by the lot owtier.
3.) Water service n.9 txpprovecl by the Spokntie Cvuttty lIealt,lt Dletrlot. and/or Wasliingtoit 8tate
Departnieiit oi Soclal aztd Iienltli ServlceA.
SEWER SERVICE
1.) Seweragv favilittee are iiot n.ffected by tltla propoeal tlieretvre iio recoiitinendatloit.
~
~ 2.) '1'liere are 1io recoiiiinetivntloits coiiceriiljig the itietltod oi eewage dispoeal n.ss the projeot 1Q outeide oi ~
the 201 $ewer study area.
3.) Piirsuaiit to Zlie I3onrd vf Cvti»ty Coiti»ilssloiiers Resolutto» No. 80-0418, the use of oii-eite eewer
disrosal systeins 1s liereby autlivrized. Tlifa nutliorizatloit iLq cojidltiotiod !ri vomplintioe witli all rulos
a»d regulcttlviis of t}ie Spolcrtiie Cvuiity Healtli 171strlvt arid !s furtlier oonditloned and subJeot to
s~eoiilo Rppllcrttioli approval aiid issuanco vf perrnlte by the tiealtlt Dletriot.
t0,Je--0-r14r4 ~'jre~..►~~..-~ .SI~AI~ be 2 S- vi1,
'li• •wiier(s) •r Succe.gsor(s) 1rt 1iiter•st agree t• autltorize tlte ouiity to rlace their itnnie(s) 011 IL
T
4.)
potitfoli for the ioxnintlvii of n ULIU by peEitfoti »>etltod pureuant to FZCW 36.194 wlilali tlie petitloii
iiicludes tlie Owiier(s) property nnct furtlier iioE to ob)eot by efgitlug oi a protest petltloii ngalrist tlie
for»iatioti of a UL1U by resolutfon itietliod pureuaiit to RCW 38.94 wlitolt lnoludee tlie Owner(e)
property. PItOV1DCri, thls co,iditloji eliall tiot pro}ilblt the Owiier(e) vr 8uooeesor(s) froiti obJectioti
to ntiy n..ssessiiieiit(s) vii the property as a restilt of 1t»proveiiieiite called for in coiluaiotioii wltli the
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ME(U1ORANDUM 4F-TELEPHONE CONVERSATION
CALL INITIATEO 8Y: ~!~~r~~•
,
NAME: NAME: I-A U► \k~
TITIE:
FIRM: DATE: TIME: f G
ADDRESS: J08 NO:
CITY:
TELEPHONE: ( )
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SUBJECT: RClld vG~l0ilf2
oiscussiorv: 4W4 w111 cv. r~
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ACTION REOUIRED: '
COPY TO:
. THOMAS, PEAN & HOSKINS INC.
- ENG NEER NG CONSULTANTS
;
'Nest 316 eovne Avenue. Suite 737 • Spokane. Washinqton 99201 •(5091 325-8499 • FAX (5091 325•A4g7 ~
FACSIMILE COYER SHEET,
Post-it' brand fax transmiltai memo 7671 M o1 peges►q
To ~ From DATE: ~ /;560 A4
ca co. ~1' •
Oept. Phone M ~
Fex N • Fex N FRoM: 1,)a,ur-
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'Pp'i'AL N(JMHER OF
PAGES: I ,
(INCLUDING THIS PAGE)
FAx rro:
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OFFICcS ly GFiE.aT FAI.LS. 80ZEhAAN, KALISPSLL ANO SPOKANE
MEMORANDUM• OF TELEPH4NE CONVERSATION
CALL INITIATED BY:
~ ~
NAME: r✓I.I ~.;,i~S NAME: ~
TITLE: .
FIRM: OATE: TIME:
AOORESS: . JOB NO:
CITY: .
TELEPHON E: ( j ~ ~ 3~ Goa
3C.,~L
SUBJECT:
oiscussioN:
7L-
- loa`
ACTION REC?UIRED:
COPY TO:
~ MEM4RANDUM OF TELEPH.ONE CONVERSATION
CALL INITIATED 8Y:
NAME:
NAMEN~
TITI.E:
4 ~ Q
FIRM: DATE: ~ ~-4- TIME: ~
ADORESS: J08 NO:
CITY:
TELEPHONE:
SUBJ ECT.
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ACTION REQUIRED:
COPY TO:
.1
October 12, 1994
Jeff Forry, Project Review Coardinator
Spokane Counry Division of Buildings
West 1026 Broadway
Spokane, WA 99260
Re: Building Permit Application; Proposed Maid O'Clover Convenience Store Site;
5821 E. Broadway; Reference No.: BP 132-94
Dear Jeff: On behalf of our client, Gilbert H. Moen Co., Inc., we request building permit approval for the
referenced project. The following listed material is submitted in support of said request:
Seven sets each of site, drainage, and landscape plans, iac[uding:
• Grad'wg and Drainage Site Plan (TD&H Sheet 1 of 3)
• On-Site Waste VVater Disposal System Plans (TD&H Sheet 2 of 3)
• On-Site Waste Water Disposal System Details (TD&H Sheet 3 of 3)
• Landscape Plan (Environ.ment West Sheet 1 of 1)
77iree sets each of construction drativings, including:
• Grading aud Drainage Site Plan (TD&H Sheet 1 of 3)
• On-Site Waste Water Disposal System Plans (TD&H Sheet 2 of 3)
• On-Site Waste Water Disposal System Details (TD&H Sheet 3 of 3)
• Landscape Plan (Environment West Sheet 1 of 1)
• Building plans anci details (Sandros Sheets 2 of 7 through 7 of 7)
• Rovf truss cietaits (Trus Joist Sheets I& 2 of 2) Mechanical Plan (L.&S Sheet M-1)
• Plwanbing Plan (L.&S Sheet P-1)
• Ligbting Plan, Symbols & Notes (DEI Sheet E-1)
• Power Plan and Notes (DEI Sheet E-2)
• Site Plan, Fatiel Schedules & Power Riser Diagram (DEI Sbeet E-3)
• Restaurant Equipment Floor Pian (Batgreen Slieet K-1)
•Restaurant Equipment Schedule (Bargteen Sheet K-2)
0 Restaurant Equipment Lighting Plan (Bargreen Sheet K-4)
One copy eacli of tlte following supplemental documents:
• Pre-Application Conference Report
e Sand lined pressure bed wastewater disposal system desigu notes (28 sheets)
• Nursery estimate (Environment West 1 sheet) .
• Energy calculations (L,&S 1 sheet)
• Niuumum Requirements Ctiecklist
Ttivo copies of the follotiving supplemental document:
, .
• Draiiiage Stucly/'208' calculations (Z'D&H,1G pages)
In addition, we offer the following comments on items contained in the Percnit Release
Requirements and Mhiimum Requirements checklists furnished to our client:
• Irrigation system plans - we are assured by the landscape architect at
Environment West, that the I,andscape Plan will meet this requirement.
• Traffic Circulation Plan - prior convecsations with Paul Liiuieman at
County Cngineering indicates this plan will not be required as traffic
circulation patterns are apparent from the Site Plan layout.
• Tlie tton-asplraltic Irypalon roof, and the hydraulically 'tsolated HVAC equipment
preclude a need to include roof area in the '208' swale requirements.
0 Regardilig approach permits for the site, per a recent conversation witli Sylvia
Lightfoot at ttie Counry Engineer's Department, the client is to apply just as soon
as the site plan is approved. We would appreciate notificaUon of that approval
at the earliest convenience, so that application can be tnade.
• Wastetivater disposol ,rystem plons have been subinitted and conditionally approved
by Terry C1iambers at the County Health District.
• Street and sidewalk plans for Broadway Ave. Street improvements are being
constructed at this time. According to Paul Linneman, Counry Engineering, no
plans are required for Broadway Ave. for this application.
• A fire tiydrant is proposed on Btoadway Ave. We would like to discuss the
possibiliry of installing the waterline for the hydrant in Broadway Ave. before the
county completes the roadway paving. .
• 'nie following items have been submitted to you by tlie client prior to this date:
- Promissory letter foc landscape requiremeats,
- Agreement to pay fees, and
- Critical rnaterials list.
We trust this informatioii meets [he requirements for approval and issuance of a building perniit
for our client. If there are questions, please direct them to:
Joe Park
Gilbert H. Moen Co., Inc. 516 South 5[h Avenue
Yakixna, WA 98902
Phone:509-248-0740
Sincerely, THOMAS, DEAN & HOSKINS, INC.
Clifton W. Morey, P.E.
Project Manager
Enclosures
cc: Joe Park
File: S94-17(2)
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CLLENT: Gilbect I-I. rvioen Cu. Page 1 of 11
PItOJECT: Maid O'Clover Fanctter/Broadway Site
JOB NO: 594-17
PROJEGT DIARY
1994
4/18 Topograptiic site survey.
4/7 Letter from Park asking if TD&H would be interested in the civil engineering for
the project.
4/ 13 Contract to Park for approval.
4/14 Received fax approval of the contract ftom Park.
4/21 Telcon with Joe about data needed. See phone log this date. Fa.x from Joe with
water use estmate of 40-50 units per month.
4/25 Fax data from Goble Sampson to Haener with wastewater creatment plaat
alternative ciata and costs.
4/29 LT Park about drainfieldlsand filter alternatives.
5I3 Telcon with Joe about building height, '208' requirements, Broadway street work,
balanced earthwork, etc. See phone log.
516 Received disk with DXF file of project site plan. Disk lvas unreadable.
Memo to Park about'208' requirements, Bcoadway/Faacher street improvements,
additional property needed for wastewater disposal, etc. See memo. TT Barry Green at County Engineers regatding schedule for Broadaay/Fancher
, widening work. See phone tog. 1T Joe relaying schedule info.
5/9 Fax rnemo frorn Joe with questions about 516 memo, and oEfering new ideas. .
Telcon Haener and Joe Patk regardin.g site layout alternatives, specifically the
Iack of adequate area co handle the wastewater flows anticipated. See phone
conversation notes in the (Z) file.
5114 Telcon Haener to Chambers with numerous questions about drainf'ield layvut
possibilities, test holes, offsets to trencbes, etc. See nvtes in (2) file.
5111 Subrnitted $275.00 on-site wastewater disposal application fee to Health District.
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CLIENT: Gilbert H. Maen Co. Page 2 of ll.
PRQ,TECT: Maid O'Clover Fancher/Broadway Site
JOB NO: S94-17
PROJEGT DIARY
1994
5111 (Continued)
See receipt in (2) Cile.
Internal inenio Haener to Morey re status, and items to attend to. See (2) file.
5/I2 Surveyvrs set temporary corners for soil test pit work.
5113 Tetcon flaener and Teny Chambers about septic tank sizing, setback
requirements, possibility of deleting the rep(acements area. See notes in (2) fide.
S/ 17 Telcon Haener and Jeff Louden about #employees, seats, etc. Haener relayed
, info to Goldia at the County Health.
Wastewater disposal application sent to Moen for Maid O'Clover to execute and
submit directly to the Health District. See tetter in (2) ftle this date.
5119 1"T Mike Moen about coordination with Building Division. See phone log.
5125 Telcon Haener to Wilbert Vault for cank costs/sizes. See notes in (3) file.
5/26 Counry Health and Tun Haenec inspected site test pits.
5/27 FAX to Park about County inspectioa of test pits, water usage data request, and .
noting "oil laden" soil found in pits. :
5/31 TT Mike Moen- about Iandscaper. See Haener notes in (2) file.
6/1 Telcon with Duff Little at Health District about rescaurant plans, required fees,
letter from engineer, etc. See note sheet this date.
6/2 Teicon Haener and Terry Chambers regarding wastewater flow data. Letter to
Little at Couuty Health requesting wastewater design flow rate. Also transmitted
Clieat's updated water usage data.
Letter from Spokane Counry Health requiring fees and altern.ative systecn.
Received a copy of EA for Catney Pole Site from Moen.
' r CLLENT: Gilbert H. Moen Co. Page 3 of 11
PROJECT: Niaid O'Clover Fancher/Broadway Site
JOB NO: 594-17 PROJECT DIARY
1994
6/7 Telcon Haener to Duff Little requesting wastewater flow design criteria asap.
6/8 Memo to Park about required wastewater flow rate.
6/ 10 TT Duff Little about water usage atid septic system sizing. See notes in (3) file.
Septic tank material quotation from Wilbert Vault Co.
6/16 Memo to Park about wastewater design alteraatives along with site layout
alternatives.
6/20 LF Health District about septic system sizing. See (3) file. Copy to Joe.
6/24 TT Joe about parking stalls, access roads, pump Iocations, block pavers, etc. See
phone log. 6/27 Haener calls to Chris Reich and John Anicetti at County about using block pavers
. for parking areas located over wastewater reserve area. Also if and when sewer
service could be expected at the site. See Haeaer notes in (2) file. Note to
Haener with some questions related to the job.
Began site revision work. See Morey to Haener, and Haener to Wall notes ttus
date. .
6/28 Telcon Haenec and County Planning about zoning, setbacks, trash enclosures.
See phone rnerno.
6/29 TT Francine Shaw, Cvunty Planning about setback requirements. See teleplione
memo in (2) file.
6/30 Memo to Park about miscellaneous items, prvgress, etc. See memo in (2) file.
7/7 TF Joe re site layout.
7/8 Haener rnet with Francine Shaw at County Planning about parking space .
requirements. See Haener notes in (2) file. 'I'elcon Haeoer/Scott Englehart at
Counry Engineeri.ng about aQproach widtlis.
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CLIENT: Gilbert 11. Moen Cv. Page 5 of 11
PROJECT: Maid O'Clover Fancher/I3roadrvay Site '
JOB NQ: S94-17 PR4JECT DIARY
1994
8/4 Journal of Dusiness article copied to Joe.
8/8 Dave Wall checked with Jeff at Counry IIuilding Division, for any cancellations
wtiich would allow us to move up the Pre-app meeting da(e. No cancellations.
Faxed inemo to Joe Park indicating same.
81I1 Park requested we researcli availability of seiver lines near Ainvay Keights site.
A.sked Ilaener to do.
8112 Naener talked to Mike Patterson at City of Ainvay Heights regarding seiver
availability. See sketcli in project file. I also called Mike Brizey at Metropolitan
Mottgoge about seiver location info. Not in, will return call monday about seiver
lines further tivest. Sent six additionnl copies of the preapp plans to Joe per his
request.
8116 Discussed Ainvay Heights sewer availability witlt Mike Brixey, Met Mortgage.
Closest seiver seems to be a rnanhole approximately 250' north of US 2 right of
way. Met has been responsible for design of some sewer collectors in tlie area
to serve some vf tlreir facilities. Wyatt-Jayki'm performed the engineeRng for
them. I also talked to Jerry Sinclair, Builder Services City of Spokane.
Discussed iriterceptor along soutli side of US Htivy Z to Longhorn Burger Stop. 77re seiver ►vest and nonh of that point reportedly belongs to Airway Heights.
Vsited the Airrvay Heights, and located existing sewer facilities north and east of . site. Renortedly tlrere is also sewer in McFarlane Road, aboui a mile to the
soutlt, but that is unconf rmed. Sketched up seiver locations and mailed to Joe
. Park tliis date. 8117 FAX'd seiver location data and memo to Park. Same data mailed yesterday. TT
Park requesting 1ve do a cost estimate on sLnver service crossing US fl►vy Z.
,
8/22 Preapplication meeting with Spokane Counry. Problems needing resolution seem
to be the required number of parking spaces, 10.5' resecve or set-aside strip along
Broadway Avenue. Also the Health Department rep thought the leacbbed cnight
be oversized. Joe Park tivonts us to proceed lvith Ainvay Ileights survey and
mapping. After the meeting, I inforrued Joe Park that we had expended our fee,
and that we would be sending lum an estimate for wliat work remains.
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CLIENT: Gilbert H. Mven Co. Page G of 11
FROJECT: Maid O'Clover Fancher/Broadway Site
JOB NO: S94-17
PROJEGT DIARY
1994
8/22 (Continued)
Dave called Paul Lennemann and Francine Shaw at County Engineering and
Planrvng respectively, regarding 10.5' Broadway setback aad number of parking
spaces req'd. See (2) file for phone memos. .
8/23 Wali TT Lecinemann. Subject properry zone, 10.5' set-aside area. See telephone
memo.
Wal! TT Francine Shaw regarding restaurant defi.nition, purchase of additional
property, etc. See phone memo.
8/24 Received "Report of Pre-App Conference" from County.
Telcons Wall to Lennemann and Milguatd, Engineering and Planning
respectivety. Subject "appeal of the 10.5' set-aside strip", and conditions for roof
drainage into '208' areas. See memo.
Memo to Joe about site layout options related to added parking spaces needed,
possible waiver of 10.5' set-aside condition. Will liold off on furthec layout work
until revised water use data is received.
8/26 Received Acnendment to 8/22/94 Pre-App Canference Summary. Fax'd Joe a copy vf a proposed letter to the Health District revising the proposed - :
water use/wastewater flows. TT Joe Park okayed. Will seod the letter on
Monday next.
Fa.u from Joe wich new watec use/ice machine data to be used in downsiizitig the
wastewater design flows.
8/29 Hand delivered letter to Healtti District requesting a lowering in proposed
wastewater flows.
8/29 Telcon Wall to 13Qrry Green at Counry Engineering regarding the location of
approaclies to be built under tlie Fancher/Broadtivay street improvements.
Telcon Wall to Daryl Way. Calc's took ok, will defer to Terry Chambers
1iowever.
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CLIENT: Gilbert 11. ~tiioen Co. Page 7 of 11
PROJEC7': Niaid O'Clover Fancher/Broadway Site
JOB NO: S94-17
PROJECT DIA.RY
1994
8/30 Faz to Barry Green at Cvunty engineering ►vitlr proposed drop curb/approacli
locatioirs for site. County ►vill construct during their current Broadway/Fnnclier
wo1k.
9/ 1 FAX from I-iealth Disttict accepting lowec water usage and wastewater flows.
Reference Tn&H lettec of 8/29/94. Telcon Wall to Chambers about pumping
ctiamber size.
9/2 TI' Terry C1iambers from Dave Wall regarding revised wa(er usage/wastewater
flow figures. See telephone memo.
Fac to Joe about septic flows, garbage disposal. See (2) file. Fax respoase by
Park. No disposal.
9/7 Telcon wiui Joe. Discussed completing a new site layout today, with Fed Ex to
Joe. Discussecl new water use ciata and submittal to District.
9/8 Revised site layout sent to Joe Patk.
9/9 Copies of 8/29 & 8/30 inemos to Joe Park. Subject droP curb tocation
conversatioil,s with County's Barry Greea.
Telcon witli Joe. Discussed revised site layout and miscellaneous items on the
Ainvay Heiglits site. See memo. 9/ 14 Site plan to DE1 and L&S. See Transmittals.
9/ 15 Telephone conversation and fax from Gary Schulte at I.&S regarding better
location for grease interceptor. See fax.
9/ 16 Received letter from Health District extending the Sewage Disposal System
application approval deadline to May 11, 1995.
9! 19 "rypical" store plans submitted to Scott Pierce at Counry Health.
Requested checks for pertnit and add'i Health Disttict inspection fees from Joe
Park. See FAX cover sheet.
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CLIENT: Giibert 11. Moeii Co. Page 8 of 11
PR4JECT: Maid O'Clover C'ancliec/Broadway Site
JOB NO: S94-17
PROJECT DIARY
1994
9/20 Steve Allert of Euvironment West picked up paper copies of the preliminary site
plans for Brvadway and Airway Heights. See Transmittal.
9/21 LT Duff Little certifying the site is of adequate size for sand-lined pressure bed
system, and tliat TD&H as professional engineers were retained to design the
system. See letter.
9/22 AutoCad disks of preliminary TD&H site plan to DEI and L&S. See memo.
9/23 Joe faxed us a copy of the M'uumwm Requirements Checklist. .
Mailed Joe a sample "Letter of Permission to Grade". See Memo this date.
9/26 Received four set of blueline prints for building, mechanical, electrical work.
Received frorn Joe for submittal to the County along with our information and
landscape plan yet to come from Environment West. Mechanical and electrical
included in the set are from the Northwest Boulevard store, so will need to be
updated with job specific drawings.
Received plumbing plan from L&S. See Letter of Transmittal.
AutoCad disk of TD&H site plan to Steve Ailert at Envitonment West. See
transwittal tlus date. . T"T County Engineering, Bill Johns by Dave Wall about fire hydrant removed by
the Fancher/Brvadway street work. See memo. -
9/27 Dave TT Joe re building permit app, subcontractor plans, and reproducible plans.
See Telephone Menao this ciate.
Dave submitted wastewater system design plans and calculations to the Health
District for permit approval. Also requested Joe send us the building permit
application for delivery with the plans. He will fax the info. Joe requested
sepias of TD&H drawings for both Broadway and Airway Heights sites. Will use
those for obtaining contractor bids.
9/28 Sent Joe a progress memo along with the requested sepias. See entry for 9/27.
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CLIE NT: Gilbert I-I. Moen Co. Page 9 of 11
PROJECT; Maid U'Clovcr Fanclier/Broadway Site
J0B NO: S94-17
PROJEGT DIARY
1994
9/29 Phone discussion with Steve Smart requesting disk of the Airway Heights site
drawing. Told him it was waiting at the countec since yesterday. TT Joe with
update. TT Darla at the Northwest Boulevard store, asking that she contact Steve
Main at the County Heatth to answer questions tie llas regarding type of food
preparation at the store. TC Haener/Main.s indicating the exterior wastewater
system ok as far as the Health District "food people'." are concerned. I passed this
info oh to Joe. Joe says no building permit application is required. Deliver the plans and a copy
of the "checkiist" to the County. Counry wlil fill vut the permit app. We are to
wait until we get current copies of the landscape, rnechanicai, and electrical
cirawings before submitting the package to the County. Joe is checking on [heir
scatus today.
10/3 L&S cielivered sheets M-1 and P-1 to TD&H.
10/4 Meeting witli Joe Park, Ti.m Haener, Dave Wall, Cliff Morey at TD&H this
afternoon. Discussed status of both jobs, remaini.ng work items, delivered a copy
of wastewater design report to Joe.
10/5 Received from Joe, three copies of Baurgreen Ellingson shop drawings for
inclusion in the plan set for building permit approva[.
Received new M-1 and P-I sheets, and heating/cooling calcs from L&S. : 10/6 TF Terry Ctiambers to Tim Haener. System approved, subject to "food people"
review approval. IVote Haener telcon notes, and letter dated 1014194 from Scott
Pierce, received today. 10/ 11 Fax (o Park requesting review of County building perniit package submittal letter.
10/12 TC to Park. Wasn't in, left message to call regarding yesterday's faac. He never
returned the call, so we submitted the building permit package to the County.
. Plans and supplemental materials subnnitted to the County Building Division this
afternoon for building permit appcoval. Dave WaII TC to Bui[ding Division to
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' CLIENT: Gilbert 11. N-ioen Co. Page 10 of 11
PROJECT: Niaid O'Clover Fancher/Broadway Site
JOB NO: S94-17
PROJECT DIARY
1994
10/ 12 (Contuiued)
see if anything was requited other than just to "turn over" the package. They
, indicated not. See S94-17(2) file for the -submittal cover letter.
One fvll set of project drawings nnailed to Joe today. Also vellwns of TD&H,
L,&S, DEI, and Envu-onment West drawings sent Fed Ex to Joe for both sites.
Also sent copies of the '208' study, landscape proposal estimate, heating/cooling
calcs for botli sites. See memo and transmittal letters in the (2) file.
10/13 Rec'd fax'd copies of structural calcs from Joe.
10/ 18 TT Jeff Forry at Coucity Planning to get status on Building Permiit app. LMTRC.
Submitted Moen check to County Health. $100.00 for alternative system plan
review fee.
10/ 19 TF Julie Sliatto for Jeff Forry. Slie will check witli other departments for
conunent status. Received a F,AX copy of PreApp Conference checklist from
Julie, indicating items whicti were not included in the build'wg pennit app
package.
Briefed Shatto on our prior dealings with County Health and status of the
alternative wastewater system approval. .
TT Park witli a summary of today's telepiione conversations with Shatto, Main, .
and Cliambers. Dave Wall picked up County Engineering (Lennemann) comments on site plans.
See letter dated 10/18.
10/21 Copied Shatto's fax to Joe Park.
10/24 Mel to site to check foc remaining survey control points. Two prvperty corner
PK nails remain. He feels we can place property pins based on our calcs and
those PK nails.
TF Joe. Discussed response to Cliecklist noted vmissions. We will discuss
further on liis Wednesciay visit to our offce. Discussed briefly the forthcomi.ag
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CLIENT: Gilbert H. ivioen Co. Yage 11 uf 11
PROJCCT: Niaid O'Clover raiiclier/Broadway Site
JOB NO: S94-17
PROJECT DIARY
1994
10/24 (Continued)
amenciment.
10/25 Amendment No.l rriaileci to Client.
Telcon Wall and Jirn Milguard at Counry Planning witli Planning Departrnent
comments on t]ie plans. See phone memo this date.
• . ~
GILBERT H. MOEN COMPANY EGENERAL STABL SHEDON~NAC1933
PHONE 1509► 248-0740 . FAX (509) 575-1587
:~-F?C;lAL PUB~~C C~CCFN?
uPOKANE COUV Tf FC~~GNEERS VrriC"" 51 6 SOUTH FIFTH AVE.
ry 11t~A YAKIMA, WA 98902
January 25, 1995
.;f,_.. .=f.-r
1 f :./•I:._ •J . ' .
Spokane County SL`3Mi I i iA L ¢ z
Division of Buildin ' 1 30 1 ~ ~ ~i . - . ~
g Yrs'~ ~ r ~;(~i tr~T•/ ~~lC_=.~~CCtii ~ ~ I`'~
1026 West Broadway Avenue
~
Spokane, WA 99260-0170
Attn: Mr. Jeff Forry
~nCr'~1~aL L Y~ i
Re: Maid O' Clover Convenience Store ~5821 East Broadway Avenue
BP132-94
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Dear Mr. Forry, -
Attached are seven (7) complete copies of the revised plans for the above project. These
consist of the following:
Sheet C Cover Sheet including names of Design Team and Owner
Sheet 1 of 6 Architectural Floor Plan Sandros
Sheet 2 of 6 Foundation and Elevations Sandros
Sheet 3 of 6 Details Sandros
Sheet 4 of 6 Details Sandros
Sheet 5 of 6 Plumbing and Power Coordination Plans
Sheet 6 of 6 Light and Hood Plans Sandros
Sheet 1 of 3 Thomas, Dean & Hoskins - Site Plan
Sheet 2 of 3 Thomas, Dean & Hoskins - On-site Waste Water Disposal System
Sheet 3 of 3 Thomas, Dean & Hoskins - Details
Sheet 1 of 1 Environnnent West - Landscape Plan
Sheet K1 Bargreen Ellingson - Floor Plan
Sheet K2 Bargreen Ellingson - Schedule .;PGKa~~.NE ICOUNTY .
Sheet K3 Bargreen Ellingson - Floor Tile Plan S heet 1 Trus s Joi st - Engineering ,~AN `99~
Sheet 2 Truss Joist - Plan Sheet E1 DEI - Lighting Plans, Symbols, and Notes J~3 ~~~I~~
v'~ -
S heet E2 DEI - Power Plan and Notes
Sheet E3 DEI - Site Plan, Panel Schedule and Power Riser Diagrams
Sheet M-1 L& S- Mechanical Floor Plan and Schedule
Sheet P-1 L& S- Plumbing Floor Plan and Schedule
; . . , ,
. . . , ; ;A►~,,~,
. .etr,c.:i~ . JtY<rr` ~:c..tei+tt:u•.•
. ' '
~ S~xnk:uic County
'
f'age 2
lanuary 25, 1995
Also attached are the following original sheets with the county stamp:
Sheet 1 of 3 Thomas, Dean anci Hoskins - Grading and Drainage
Sheet 3 of 3 Thomas, Dean and Hoskins - Details
Sheet 1 of 1 Thomas, Dean and Hoslans - Preliminary Site Plan
Sheet 1 of 1 Environment West - Landscape Plan
These are being retumed as requested.
Each set of plans has the followuig sheet attached as supplemental information:
Sheet 1 of 1 Trus Joist MacMillan - Roof Engi.neering Data Analysis
Sheet 2 Amsbury Glass - Sky Window Details Sheet 3 Hardware Schedule ,
Sheet 4 Copy of your letter dated October 31, 1994
Sheet 5 TAS Agreement
Sheet 6 Telephone Location
Sheet 7 Counter Shop Drawing
The following is a response to quesrions raised by the following departments. Aiso
attached to this letter is a copy of your October 31, 1994, letter regarding corrections
required. My responses are numbered consistent with your letter.
Site Plan and General Comments:
1. Spokane County Health District has reviewed the project The site plans, prepared
by Thomas, Dean and Hosldns, reflect the agreed upon septic system.
It has been suggest that a sneeze guard be provided for the expresso stand. Our
invesrigating indicates that neither Seattle's Best nor Starbucks are required to
provide sneeze guards. We could find no facilities where they were required. It is
our intent to leave the design as presented.
Contact was made with the Spokane County Engineering Department by myself and
Thomas, Dean and Hoskins. We requested specific infonnarion regarding utilities.
For reasons unknown to us, this information was withheld until after the street was
repaved. While utility information was being withheld we were requested to provide
curb and sidewallc information and the proper curb cuts were installed to meet our
needs.
. ~
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6. The building is designed to meet Seismic Zone 2-B requirements per UBC Section
2533.
7. Details are provided by attachment for the sky windows. The sections aze actual
size details.
8. Details and location for the roof drain and overflow are provided on the construction
drawings.
9. Portable fire extinguishers are provided and installed in the locations specified by the
fire marshall.
Mechanical and Plumbing Comments:
1. Mechanical drawings indicate location and size of vents for supply air. '
2. Sandros Sheet 2 indicates a code approved roof ladder for access to roof equipment.
Energy Comments:
Attached is a copy of our signed agreement with Ed Fields of Technical Assistance
Services to provide both the plans inspection and the field inspection as specified in the
Non Residential Energy Code.
Should you have any questions, please contact me at (509) 248-0740.
Thank you for your attention to this project.
Sincerely,
GILBERT . OEN COMPANY 4e -
~
Park
tions Manager
nWP/DcNVvc
Enclosures
p.c.: Permits
Jeff Louden
r~
f
1.03.152 .
, 5. That this program shall be the official supple- a physical examination at Spokane County expense
mental retirement plan and to direct the county for those positions which he deems it necessary. In
auditor to make payroil deductions for this program; filling any vacancy or new position, first considera-
6. That the county file the plan in vrder to obtain tion shall be given to the experience, ability, personal
a favorable letter of determination from the District traits, physical capability and when appropriate,
Director. Department ofT'reasury, Internal Revenue seniority of current employees. No current or poten-
Service. (Res. 71- 608 (part), 1971) tial employee shall in any way be discriminated
against by reason of color, creed, sex or physical
1.03.160 Adoption ot plan. condition except as their ability to accomplish
The plan of the Washington State Retirement assigned work would be affected. (Res. 68-650 § 1;
Board which provides for extending the benefits of December 31, 1968)
Federal Old Age Survivor's Insurance to members of
the State Employees Retirement System which has 1.03.240 Cause for dismissal from engineer
betn approved by the Governor of the state of Wash- department.
ington for extending Federal Old Age and Survivor's Any person in a supervisory capacity is autho-
Insurance to employees of Spokane County, Wash- rized and directed to dismiss any employee working
ington is accepted and approved in its entirety and under his supervision for cause, subject to review of
incorporated herein by reference as if fully set forth. the action by the county engineer and the board of
(Res. 55-284 (part), 1955) county commissioners. Cause shall include but not
be limited to drinking on the job, reporting for work
1.03.170 Auditor to administer. intoxicated, malingering, refusal to carry out reason-
The auditor of Spokane County, Washington is able orders or abuse of equipment. (Res. 68-650 § 2;
designated as the officer to administer such account- December 31, 1968)
ing, reporting and other functions as will be required
for the efTective operation of said plan under the 1.03.250 Hours of work, overtime, leaves of
supervision of the commissioner of employment engineer department.
seeurity, or such other ofl'icer as the Governor may Hours of work, overtime, annual leave, sick leave,
designate. (Res. 55-284 (part), 1955) military leave, jury duty and holidays shall be as set
forth in Sections 1.03.070 -1.03.130 or by any sub-
1.03.180 Et'fective date. sequent resolution which is duly passed by the board
Subject to approval of a majority of the employees which shall supersede Sections 1.03.010 - 1.03.130.
of Spokane County, Washington, at a referendum (Res. 68-650 § 3; December 31, 1968)
htld and conducttd in the manner provided by law,
the first day of October, 1955 shall be the effective 1.03.160 Job classifications.
date of Federal Old Age Survivors Insurance for Job classifications, union relationship and gen-
employees of Spokane County, Washington. (Res. eral work ruies shall be as set forth in current
55-284 (part), August 26, 1955) agreements with unions representing employees.
(Res. 68-650 § 4; December 31, 1968)
1.03.220 Termination.
The governor of the state of Washington shall be 1.03.270 Complaints from general public.
authorized to terminate the plan in its entirety in his The following procedure shall be used in handling
discretion as provided by law. (Res. 55•284 (part); complaints and requests for information from the
August 26, 1955) general public:
Complaints will be recorded on prescribed forms
1.03.230 Engineer department-Vacancies. giving the date, time, name of complainant and
When a vacancy or new position develops within nature of the complaint. The matter will, as soon as
the engineer department, the first step toward filling possible, be transmitted to the proper person to
it shall be in accordance with current union agree- investigate to see if the complaint is valid and take
ments. If afler these requirements are met, a vacancy any required corrective action. A report will be made
still exists, it shall be filled from applications on file, indicating any action taken or explaining the reason
referrais, and personnei empioyment agencies. The no action was taken. (Res. 68-650 (part); December
county engineer is authorized and directed to require 31, 1968)
12
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SEC. 13 1'.25N. R43 .W.M. -~+R fl., NO R~AGREMENT e`' y' e~ ~r ' , s~ti 1, co~srnu.nr~. ~ . 0 NOT SCA ~ ~ R~DUCED D "1 ~ OR ON TRUCTt N PERM T 1~ ~ ~ i
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t -t . f ; ; , , ~ , , s , ~ , ~ ; ~ ~ ; ~ ~ , ~ ~ ~ ~ ~ F E t ~ . t ' ~ ~ ~ 1 a ~ i ~ r-ro E I ~ ; ~ ~ ' ~ a . ± ~ : . ; . ~ , ~ . ~ ; i > ; ; ; ~ ; ; ~ ; , a , , ~ , ~ i ~ ~ i , ~ ; ; ; ; ~ ~ ; , > M , Cs .
~ , t . ' ~ ~ ~ ~ 4 ' ~ ~ ~ ~ } . ~ ; : ; ~ , , ~ ~ ~ : , }~.,y~~.~ ~ ; ~ h , , . . , , . . , . ; i ~ , I---i ---4 I--I---I---h--~I --~~i 1 I ~ ~ . . 1 ~ ~ ' ~ ~ ~ ~ ~ ~ ~ ~ T~'''f'~"; ~ ~ ~ ! ~ ~ 19~ ~ . i . , ~ ~ ~ ~ ~ • • 1 : 1 I F-. f----~._-~~~.._ ~ , : , ~ + ' 1---~- ----+--~----i--~__~ i ~ ~ L 1440 ~
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. . . _ - l.. - i , ~ ~ ~ ~ 1935 ~ -rs-~ f - r ~ ~ ~ ~ r• t° ~ I f ~ i . 1 I , I--- ~ , ~ , •--ti ~ , I ~ RB d ~ ' j ' . L~ i V ~ 1 ~ ~ . ~ . . , ~ i i i 1 ' ~ ~ 1 I f i i i ~ i i i i ~ 1 i L'$'r Y ' ' ~ 1 PUR8 LT. ~
- _ ` "n.~ ' ; ; , . , , , , . . : . , ~,1~ - n•-!-_• iA- t=~'i--Z 1 { ! 1-rn 1--- • ~ ' r--+ • - - - TOQ Of - ~ ~~~u• . . . . - ~ , ~ j ~ ~ ( ~ -I--- -t- _ . . ~ , I s , I I--~" --I-- - ~-+--r ~ ~ 'r , . . . ~ 4 . ~1-G r--~I--~ 1,--~ 1935
cuRe ~r ~--r, r ~ ~ ; ; ~ ~ ; ~ ~ ~ i ~ ~ ~ ; , ; ~ ~ , ~ , ; ~ i ~ ~ ; ~ ~-~r . ; ; ~ ; ~ ' ~ ' ; , ~ ~ ~ ; • . , . , , . ~ ~ , i 1930 . ~_=+=~---i-~ E-~-di-r : ~ ; ; , , _ N-- ; ~ ~ ~ I i E F r--~i ; ' ' ~l ' t 1 ; ~ . ~
; ~ , ~ I ~ ~ , - -a ~ ~ t ; ' ' I ~ ~ ~ ~ r ' r f L ~ ~ 1 ~ ~ 1 , , . . . ~ 1 I ~1 1 1 / e ` 1 1 I ` 1 ~ f 1 ~ ~`F 1 1 ~ T ~ I ~ 1 1 1 1 / I I ( ~ 1 ~ ) 1 1 1 I ' I ) ' • • • ~ . • ' ~ ' ~ r 1 ~ r i ~ • . ~ ~ i~ 1 f ' , ~ I ~ / , ~ I 1 f 1--t ~ ~
1 ~ 'I ~ ' ~ ~ . 1 1 1 i % / • 1 ~ 1 I ~ ° . _ "'_'I ~ i _ ~ t~_ _ ~ ~ 1---- - k - I _--~I_ .--~-f f I---, ~ r-I-fi ---~1-1 I- . ~---r-- - _ r--~ _ - - - -~a - ~ l ~--~-f----~ - _ _ . . 1 -~r 1--~ - - _
i G~ ~ i i , ; , , , ~ ~-h 1940 ~ . , , , , , , ; ' . : : ; ; . ~ , : 1 , j ' ~ : ~ ~ X, , , ~ . _ . . , , , . , ~ , ~ ~ , I ~ ~ ~ , i ~ -~`r'' ~ , ~ ~ i ~ r • ; _ ~ , ~ _ _~8= ~ i - ~ , , ~ , j s a ; _ t'-r~ ~ ~ ~ . , 194 , '~=l~--~~I_`I`! I 1 i E I ~ ~ 1 "1=1 . f ?_'I . i ~ l- ~ _ _ _ _ ~ .
- ~ ~ , , , ~ , ~ ►-+b:~a~-~ _t-.~_.._ ~-r_:.._-i----k-r-lt~_ I - _ ~ arov~ ;r..~o, ~ i ~ . , , , ~z~-+ ~ t : ~ ~ . . ~ i ~ ; } ~ ~ , , ~ ; ; , ~`-`r : ~ ~ . , . . . , , . , . , ~ 1944
_ ~ = ~ . ?~z -1.-,-~ E _ ~ ~ • ~ _ ~ ~ - , ~ ~ - ~ a ' ~ ' , ; , ; ; Q -:1;_~,. _ _ . _ ' ~f t935 ^ , - - ~ ~ ~ --I.`E_~.~_~.~f--~~--~~ i t i t"'~~ ~ •z•- - - - - ~ - ~ ~ i ~ , } i ~ f"- ~ ~ - - - ` C._. t _I_ ,--.f----~ ~ ' t`7 ~ . , ~ f ' . ~ • ; 1 ~ ~ i ~ ~ ~ i i { ~ i , ~ ~ ~ ~ 9 ~
~ i , 1 ~ , , , i . , ~ ~ , , , J _ o~ ' ~ 'f• , ~ , i ' : v► 1 ~ ~ ^ : ~ ~ , , ; ~ , . , r i ~ 1 ---f d _ - ~ W_ ._o- " o_ ~ . . : t , ~ , ~ ~ . . - ~ a - ~ ~ ~ E j_~.1_" , , 1-- •i 1 _ .f 1935
_ • ~ ~ ~ , . ~ , ~ , _ , ~--p a-._' ~ F ~ ~ r + ~ i ~ ~ ~ ~ ~ ' y , ~ ~ 1-I-~--- I ' ~ ~ G r r ji-{ ~ . 1 ~ • ; ' ' ~j~--+ ~ ; ~ ~ ~ : , , ~ ~ , , . . ~ , . . . ti._.: ~ 1 1 "-,-f--- . , r Z , ~ . I - ~ I ~ , E ~ 0 ~ ; ~ -ei x o--I---i I ~ 1 . ~ ~ ~ { i----G
_ _ ~ , ~ , r-~ i ~ , ~ 7---~-~ 1-! -i }--i- - - -~--•~-F---~_. ► ; r-~-- i ; a_ i-~~__i._._ f--~-! k ~ ~ - - - - ' ' ~ ~ ; ~t0 ~vC~~ ~ ~ . , , , , 1 , ~ . ~ , _._y ~ t..~k ►°~-I I t- i r-~---r ~ i . . , , , ~ . , ~ ~ 4 r- ----i ; . , , ~ ~E . , , . , , ~ 1 i
~ ~ ; , ~ . . ; ; ~ . ; , ~ , , 1 t . _ ~ _ ~ ~ ~ ~ ~ ~ , ; , ~ ~ . _ ~ - , ; - M--~, ~ . ~ t--• r--~ Tlp . ! ~ 9 E . ~ ~ , ~ E ~ F f ~#~oR =~t~- ~AEr~ ~ I----f
r ~ . . . l . , , , r ~ ~ • ~s t F . ~ ~ . . ~ . ~ . ; ~ ~ ~ , ~ : ~ ~ ~ ~ 1 ~ i i ~ i i i ~ ~ i i I i j i I~'i ~ ~ -~S I "'~I,~ _ _ _ _ - , ~ - . - - ' ; ' . ~ + ~ , , ~ , ~ ~ , ~ , f ~ , ~ . , ~ ' ~ 194+
- ' n' .+0: 15X ~ - . 'm-' ~ ; ---t--• ~ - -1---~~r I.__ - ~ ~ _ ~ -m- . i - ~ ~ i--~ ~-~+a.ass i-~. r ~ ~ Q I-~ . 1--r r. ~ r~ -I - - _ r , --r- - -i ~ ~ ~ --~--~--~--~---►-I I--~---t=--. ~ d~'; ~ ~ ~ ~ 1 i ~ i Y i i i ~ i ~ ~ ~ I ~I I ~ ~ ~ ~ ~ , : ~ ~ y ~ ~ , ~ ~ ~ , ~ ~ j ~ ~ i 'v ~ ~ , ~ , ~ • ~ ~ , E~usn y 1940
, 9 ~ Z , ~ _ , ~ , , . _ _ --=TS-~ ,.~r - - ~ ~ - ~ ~ ~ ~ '""1 ; ~ f ~ . • , ~ . ~ CURI 1935 , -I - - i._. _ ~ ; ~ -w-' , • ,r , , ~ ; , e ; : ~ , E.-- ~ , , ~ ; t , i ~ 1 ; ~ c i' ; r-- -1-f ~ ' ~ E)asnkc cuRe
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CURB RT. - - -t--~--I-- ~ - -7"._ -I--- ac- - . _ - I . - . , , F ~ , i ~ 1- , t-f ~ - - - , _ =--k-~-- . . s w i _ . . , . _-~--1 . ,sso ~ ~ ~ • , ~ ' ~ ~ ~ , , , . . . , . . . . , . . • _ . , ~ r } ~ ~ ~ ,
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~ i ~ Bx SPOKANE COUNTY ENGINEERS ~Ed SHEET 8.~. Cd+EEt~E ,Q-1~-~, . yp' _ w 102p ~ftOApMAT A1~ ~S; ~~T FANCHER ROAD SHEET
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EXISTINC CURB ~ S.W.~O x~___ fROM 5' 0 STA. 4+65.63 TO ~ 4 , ; STA. 8+95.69 R. ~ x AND BEpN CONSTRUC110N W 1~ ~ 6' 0 S1A. 4+75.63. a w ~ ~ ~ ~ ~ ~
OF TYPE 'B' CURB AND ~ W ~ , ~ ° ~ ~ ~ o Z i p + ~n SIDEWALK, W o I ' ,y + o ; a ~ ~ ~ ~
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6EFORE YOU DIG . : ~ , ~ , ~ 29 ~ ~ T SC~L~ ' F•ONO ~
_ ~ ..D D ~ REDUC ~ ~ , ~
, , ~ ONE CALL NUMBER ' ~ ~ ~ 48 NR. NOTICE REOUIREO ~ ; SEC. 14 T.25N, R43 E.W.M. ; ,
, ~ ; ~ ~ , ~ ; ,
- i-± ~ ~ ~ ~ ! ~ ~ ; E ~ ' ~ +-i -i- ' - ' 1940
- - - - ~ ~ ~ ; i i I i ~ l i ~ . ~ , --M - + t r-- ; , , , R ~ a ; ~ , : . ~ ~ ~ ~ ; ~ ~ ~ , ; ~ ~ ~i ~ ; ~ ~ , ; i ~ ~ i ; ~ ~ i ~ ; , roP oF r-G,C11R8 LT.
- --t--~ ~ i i i--~ ~ i , i i i -i--E-i--; ! i - --r-~- i -t~-+ i - I , -I , 1 ? -i i , y , ~ i--: , , , ►=-i-, - -f-I , ~ ~ `-I- ~ ' ~ ' : , , , , , 1 ; ; ~ ~ , , ; , 9 , ; - ~ ? ~ I ~ , ; , , , ( , , ' , , { ~ 1935
ro- - ~ . , i 1 ; ~ ~ ~ ~ ~ ~ ~ , ~ _ . . ~ r . - - - F-- --i- , - - ~ ~ I f- -i- -C - - ~ 1-.. - - - - - - TOP OF _ t ~ - . - - - I . . ~ . k ,~1~~ I~:.a =;f__ = -I I , ~ -k--. _ . , i i , i , . . ~ ~ . , . , o. _ ~ . , ! , ~ ~R ~ ~
, ~ ~ ~ , ~ i 1 ~ P ' i ~ 1 ~ r-~-~ ~ ~ ~ ~ r i . ~ t -ti . _ i~_M ~'~~'vU B LT~ ~ f^-i t ~ ~ i ~ r_~- f ~ ; _ ~ ~ I-..- ~ , , ; , . . , ' : , 1 ~ ~ 1935 k I--~ . . ~ ~ ~ - , , ~ - ~ l i . , 1 ' ; ` , C j , , . . , 19J5 ~ ~ . , , ~ , , t ~ ~ , ~
-E -~-~--~t-r-•-~I--~--f-! I ~ ~ ~ ! , I-~ 1 f I ~ . . . ! '-_f 1 : I-f-I ;_;o~ '-I f , . ~ ~ , { , ~ ~ ~ ~ ~ ~ ~ i ~ l ~ ~ ~ ~ ~ ~ ~ ~ , , , , , , ~ , i ~ , ~ ~ ~ TOP OF I y , ~ , ~ ~ ! i ; , '_^"I_J G ~ ,
- _ --f---- , , I , ~ - , i- ; . ; ; ~ d f , , t- ---~i- - , - - ~ CURB LT. _ ~ - - ~ , i ~ 1 ~ I - - - - - _ ~ ~ - _;-M__ . m. ~:.i,_. =.i----_.i _`.~.-r.=t-F-~-- _ _ - r ~ i i -i- - =r -=~=4_ _ = ~ ~
1930 , , , , s , r ~ ~ ,-a ~ , , ~ ~ , 1 i ~ , i ~ ~ , : : ; , ! - ~ - - ~ i ~ ~ ~ ~ , ~ ~ ~ ' ~ ~ ~ , i ~ ~ r ~ ~ ~ , ,
- , r- f-~ ~i ~~-~i , r-~ ~ . , r ~ ~E , 3 < , t-s--i ; ~ rs--~i=~ r i ~ " - i 1 < < ; 1 . 1940
- _ - _ ~ ~ I ~ ~ - - - ~ -i=~ - _ - ~:F_-- : ~ _ ~ _ - . k-~-'- - ' ' _ -=+b.~s .-E._. f-__~_„ .~:r ~ ,940 ~ ► ~ ~.--.~-~--i.--~--~-- ~-i-i-~-.-~-- --~--i-~-~~--~- f-. -~---i=~ -i-~ --~-i.=a._ -~-i.._.;~. i-r---. i . ~ , , ~ ~ , ~ ~ . ~ CROWN ~ r _"L_
' i _ ~ , ' ~ , , ; I , , ; ~ ; , . ; : ; . ~ ~ . ~ ; ~ ~ : ; ; ~ i , , ~ f~ ; ~ i 1 1 - 1 ~ i ~ ~ I i I 1 i i --i i ~ ~q~ i i I ~n 1 I nT _ _ ~0-~ _ ~ 1 + ~ i ~ _ ' ~ _ l ~ CR~WT~ ao- ; I ' ; .~j_'.~ I-•-7_-~__._~_-~~ ~ . =i ~ 1935 ,
_ _ ~ ; - - - _ - ~ -.i Wi__.a_.-~-t---~- - _ - _ , , _ . _ ~ _ ~0.80~ _ ~ ~ ~ - ( - - ~ ~ i ~ i i - i I_'~i ~ ~ ~ ~ r - - - M 1 •rr i a, ~ , , ` ~ ; , ~ , ~ ~ ~ ~ E _ ~ ~ - r t935 - - "--i- - ~ . ►---I y _ - i._,. ~ - ~ - - r ~ ~ ~ ~ ~ - - ' ~ ~ 1935 ~
-i I wi , . ~ ~ ~ . . ~ , ~ I , ~--t- , , , _ , , , . , ~ , ~ . . _r i ~ ~ ~ ~ - - ~ f ~ - - • - - - - - - - v - ~ - _ i= - - .__t-~ ~ ~ ~ d. - ~ z'~~ s~ I- ~..._I~ f I . . . - - - t 1 - I - I ~ I t I ~ ~-I , l-~ I- ~---i - -I-- a l ~ rt - --t -1-- o ~
CROwN ~-0° - -Q~ - - - - - I -7~- - ! , ' ' ; , , , ~ r , ~ ~ I ` ~ i 1 t 1 ' F `t e•- . ~ ~i i i i i ' ~ ~ ~ i ~ ~ ~ , ~ i 1 i . ~-41J+--~ ` _ --f - - - I-~- - -I-•- • - , ~•-I---- - --I-~' - ~ ' . ._-f--• - -w ~ ~
1 - - • - - + - - - - - - - - -f . . M _ - - '._j~. ' I- _ ~ - - - - - - - - - - 930 - - I - I •I ~ ~ ~ ~ - - ~ ~ ~ ~ -•~•~-I ~ f-- ~ ._k- -f ~ ~ " ~ , - -m~-• i + ~ , ~ ~ i ~ ; ~ ~ ~ i ~ ~ ~ ~ ~ ~ ~ , ~ ~ ~ _-i ~ , i , ~ -~t + ! ~
6 ' ~ ' - ~ ~ ~F- •--1-- ~ . ~ . . _1 - ' - ~ ~'Z . I • V . _ . _ ~ ~ ' ~ . . _ . _ - ' - - _ - - - .i ~ - - - - - ' UY. , .._.I._.~_. .--~I-- - - - - --I._ _ --I --I---~--~1--k- --1--=~- _ .=1 - - ---~I- -t~- - - -l~- Iqan -
. ~ 4 - - -m,. ~ ~ ~ - ~ , - ~ { i ~ ; ; ~ ~ ~ r~1- - h= ~ i , . . . i , ~ . . , - ~ ~ ~ ; --~---i ~ I . ' ~ , ' , i ' i : t---: ~ . ; ~ ~ ~ - - - - i , ~ , . , , , ; F , I 1 ~ , I I , ~ ~aan OP Of ~ ~RB RT.
I--i•-- 1- • -•I- •--~I I--~I__l--{--I-•-i-•I-I~._. ._I- -•I-•-]---t---I•-•I-I--f--I-- - .I--h---I-a- }---I~----1-I--I---I---E--.._^~,..._. ~.~~..f-~~ --•1--- f ~---~i- t i , . 1 ~ , , , , ~ , ' , 1 ~ _ ~ ~ r f , , . ~ . ~ ..e.__. -i - _ . ~ , E , _ i _ ~ j { ~ , i ; ~ ~ j _ ~ i ~ ~ ~ ~ ~ ~ , ~ ~ OP af ~ ~ ~ 1935
. , A A w= _ ~'°'h , -F--~ _ ---1--• - . - - . - - , - - - ~ • - ' - - - , r- - - ~ - • • ` ' _ - - - ~M.-~. ~I-- f---~~# ~ ~I - - - ~ ~RB RT, . . - - - ~ • ~ - - f-- ~ - - - ---I . i _I:~;~ i - ~ - ~ - ~ . . _ , . _ - . L_ _ ~ .~oz . _ . . . I . . . _ . . . _ . I o _ - ~ I ~ ~ . - - - - ~ - - - ~ - ` , ~ ~ ~ ~ r ~ i i - r ~ •i• • I - 1935 . ~ . - , . , , , , i f- . . _ ' ~ f , 1935
, . . . . + , ~ 1 ~ r- , ~ i ~ ~ i i I I 1 ; ~ ' , , ~ ~ , ~ ~ ~ , . , , , ~ , . _ ~ , { i ' ' ' - - c~ - - - - - - - - + - - . _ - - - ~ r ~ - - ~
T - mZ - - ^f~~f-'~ - - - - - - _ - - - - - - _ _ - - I _ ^t-- - ~ ~ - f - I t- - i f I- - M - ---I--~ I- --~--I , - - - - - - - ~ --f- ~ t . I ~ 4.NF ~ ~ ! ~ . ~ { ! 1 CURB RT. 'v~ -f,-- _ - --i ~ j ~ ~ ; i j i ~ ~ i ~ I ~ _ --I ~ - i --5
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~ 1940 -n ~f-- ' , -i-i ' ' ~ I , _I " I - ' - - - ~~I'_'•1-- . - ~ _ _ - ~ . - ~ . . ~ . , ; t 1940
` I ~d - i , I ~ ~ ~ ~ , ~ }-EJ~ ~ ~ ~ ~ ~ ~ . ~ , ~ I u i i r i i 1 i i ~ i i ~ ~ i i r , ; . ; , , , , , ; , . , ~ roP o~ , ~ j , . , : ~ ~ ~ ' ~ , , , ; , i ~ . . . _ ; : . - , , , ~ , , ~ , ~ ; , , i . . . i . . - - : , i , t I I ~Top OF
~URB LT. -1 ; , . . . ~ . ~C o~~ ~ ~ , ~ ~ k ~ ~ ~ - k f--- ~ ~ , ; . ~ ~ ~ , , i . , . , , ~ , i ~ ~ ~ ~ t z,_, ~ , , , , , . ~ . . . ~ ~ . . ~ . . , , . . , , , , , , , , ~ ! . . , , ' 1935 ~ . , ~ 1 , , , . 1 F-i ~ , , , • ~ ' ' . ~ , ~ ~ . ; ' ' t , . p~, { - I i RB LT. . . ; ~1935
- - - •m- -1 ~ ~ ~ ~ ~ I , ' 1 , ~ : ` . X-~~ I ; ; ~ ~ _ - - - ~ I -~1 -f- - ~ ~ ' ; f ; , , h ; f-^ , ~ , . I ~ I ~ ~ ! . w-, 1 . . ~ - ~ , ~ ~ ~ . ~ , . , , 1 . , . . , % , i .
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3 . ' , r ~ , a ~ - - ~ . - . . _ _ ~ ~ ~ ~ - - ' ~ - - - - - - -7 --i-- . I ~=1- =1=1 -I- ' ! ~I- -=-I-='~ i--I F=-=1 ~ I ~ t I ( i ! , t-~ - - . - , I--E -I k- ~ , ~ ~ ~ - . ,
5 ~ , ± ~ ' ± : , ~ ~ ~ ' ~ . ± ' ~ ' . , , ; ~ ~ ~ . , , . , , w, ~ ~ , ~ ~ ; ; , ~ ~ ~ , ~ ~ , ; ; , i i . ~ ~ . , ~ -f•-- - - - ~ ' ~ ~ - . _ _i - -I f ~ _ - _ , _ - _ ~ ~ _ _ -I- :~Q 6~ _ ; - - -~1 - f t-'~- ~
- ~ ~ , ~ i-+ ~ ~ , I ~ ~ I-~ ~ ~ ~ I ~ ~ ( ~ , _ i ~ ; , , , , ~ ; i } , ( . 1 i ~ ! , ~ ' ~ ~ a , ~ ~ , ~ ~ ~ ~ ~ ' . ~i ~ S 4_ 5 __I ~ 1
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i w-- - ~ ~ , , , i , ~ ~ ~ ~ , , A j + , ~ 1 , . , , ~ ~ . , { G ~ k . ~ , ~ , ~ ~ ~ , . _ ' ' ; ' ; I ~ ; ~ - 1 1 ; ~ ; G , , ] ~ . ,
- - -m- ; ~ r r - ~j , ~ - - - - I-- - _ - - , ~ , - , CROwN ---I- t- ~ ~-'I ~ , ~ ~ - - . -•i- -~-I ~ • - • , ~ - , , { , I- -f- ~ i I---~ ~ ~ V ~ , , ~ ; ~ ~~I ~ i ; ; , ~ ; ; ' , ~ ; ; ' ~ • - i_ .n~~ ~i ~ I ' ~ ~ ' ~ ~ - ; ~ ~ , f-- ~ cROwri ~
1935 ---i ~ 1--~•h- ~ , . -f I ,-1 ~ . , ~ I ~ , . ~ I . . , --i-~ --i-..._i---I-- .•_{--i--i-~i--i--i ~ i , i-a--i.--j__i.-j~_. -i-- -i•- ---~~-f--~ t - -i-._ .j--,__.j__ i i-~--~ i-----~---i~---f--i-- ---~~--i~--i~-i--•i i--f--f--- . . , 1935 1--1-- t
~ ~ , ; s-,°-~~ . , , ! I I , , ~ ~ ~ ~ ~ ~ ; r trt-; ; : ~ ; ; ; : ; . , , - ~ ~ i ,i _ - + ~ ~ - - - ~ , _ _ - - - - -i---- -~i~- ---i--I---i- - ==1-- - -i-- --f--~ -t-'-i-'-i-- ' =t - _R _ _ i ~ ~ n~ t au~ - - ~ , - r - ~ , ,
- ~EX 5 ►i~- B ~0 ii~ ~A • :R ' C ~ + ~ - I 96E !R~ a LA t , ~ -r ~ , ~ ~ ~ ~ t ~ , ~ , ; , - i , ' ~ . ~ ~ ~ ! ~ { < < . . ~ ~ ~ ~ ~ ~ ~ ~ S . ~ ~ ~ , ~ . . ~ i ~ . i i E i i ~ i 1 .7,- _ _
. ~ 1~.~.~. - ~ ~ ~ _ - ' " ~ _ ~ s ~ ~ ~ ~ ~ _ ~ ' ~ " I ` ' - - - _-~--_.i--~-- - i i.. .1 f-i i i-r - .i _ ~ , i . ~ ~ ~ . ~ ~ , ~ , 1 • ~ ~ ~ , , , , , , , , ~ _ , , . , . i i 1 . , ' ,
; , ~ i i i i Y~- - , ~ ~ ~ ~ ~ j I--i ~ i i ~ i ~ , ~ i i i ~ ' ' ~ i ~ . I _ ~ , ~ ~ -i-'1 . , , , - ' ' ~ , _ ~ , r-~ . ~ _ ~ _ (.~t~ .r~-I f E--~ i-~- isao 1_~ I.-,.~ i i°~"'~ ! i i i--~, y ~ F-1 ~-i , ~ , r
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. ExiSnNC - - - ! ; , ; ; ~ ~ ~ ~ , 1 ~ - - ' ' _ _ - - _ ~ ~ . ~+---=f-1-; ; F-_ _ - --i-==1=1= --=t= ~1==- , ~ -=1~ = =r- ~i~ - --1=-~1= - I--- - - ---~=f=1~= . - - ~ 1- - _ I ' _ ~ : - I ~ . _ _"I cuRe - , , , - , . . oasnNG- .aiRe
-i i-- , ~ ~ , ~ ~ ~ , ~ ~ ~ ± • , - ° t . c , ~ ; + , ~ , ~ 1935 . [ . . . . : . . ' , , . . . : , , . . . . . . , , , , , , . . , ; , . , . , , . . . . . , , , , 42 39 40 41 RLE No: C1J , 1935
i i i i BY eot~ o,~T~ COUNTY ROAD PROJECT No. 2398 F.J.P. 3'B'91 SCALE ~ ~tl\Z SH «e wa : c239atI I owc, -
~ I ~ I I o~~a er• SPOKANE COUNTY ENGINEERS APPROVE ~ E~, • P U W S k C O N T R A C i N A t . F A N C H E R R O A D I ' B. J C R E E N E 3-@- 9 1 k~z~,r~; 0' K 10 2 6 B R O A D ri~~ a SPRAGUE AVE. TO DESMET AVE. SHEET
- on- - - • - - Checked By. 4_ _ ~ t- , 5' SPOKANL JbO~ Oot« 17. ~D~IRES S/26/85~ ~I ' Mo, o~ie Br aa 'ia«.I R.,~,~„ c.s."~ o" ~9 9 ve~ncu• T.I.B. PROJECT No. 9E-032(002)-1 ,lof2z
' ~1pt OATE• 'c:l.: , FLOT OATE• ♦-19-9• ~
' t,. ~ i n , .
SPOKANE COUNTY
HEARING EXAMZNER COMMITTEE
ELNDjNa,S nF FACT, C;ONCLUSXt)NyS At~~ ORyDER
zNTRonvcTIoN
This matter has come before the Hearing Examiner Committee an September 23,
1993. The members of the Committee present are Harry Gibbons, Chairperson,
Frank Yuse and Phil Harris.
PROPOSAL
The sponsor, Dwight Hume, requests approval of a Zone Reclassificaaoi1 from
Heavy Industrial (I-3) to Neighborhood Business (B-1) for a convenience store and
gas station, File No. ZE-32-93.
FZNDINGS OF FACT AND CONCLUSIONS
1. The property is generally located at the northwest corner of the intersection of
Broadway lavenue and Fancher Road in the northeast 1 i4 of Section 14, 7'ownship
25 N., Range 43 EWM.
2. The committee adopts the Planning Department Report as a part of this record.
3. The existing land use(s) in the area include industrial, a-.;chnical school and service
shops.
4. The proposed use is compatible with existing uses in the area.
5. The Comprehensive Plan designates this site as Industrial. The Industrial category is
intended to provide the opportunity for Industrial development and reserve land for
Industrial purposes.
6. The proposed zoning may not implement and conform to the Comprehensive Plan.
7. The Arterial Road Plan designates Fancher Road and Broadway Avenue as Principal
Arterials, with a recommended right of way width of 100 feet.
8. The existing zoning of the property described in the application is Heavy Industrial (I-
3), previously established as Manufacturing (M) zoning in 1941 and reclassified to
Heavy Industrial (I-3) on January l, 1991 pursuant to the Program to Implement tle
Spokane County Zoning Code.
9. The provisions of RCW 43.21 C(The State Environmenial Policy Act) have been
complied with and a Determinarion of Nonsignificance was issued. The Committee,
after independent review, hereby adopts the DNS.
10. The legal requirements for public notice have been fulfilled.
1
. v
HEC Order for ZE-3_-93 Page 7
QEDER
The HeannD Examiner Committee, pursuant to the above Findin~s of Fact and
Conclusion, A.PPROVES the application of Dwight Hume for the Zone
Reclassification as described in the application ZE-32-93.
Motion by: I'hil Harr-is Seconded by: Franl: Yuse
Vote: (3-0) UNANIMOUS TO APPROVE THE ZONE RECLASSIFICATI0N
FROM HEAtirY INDUSTRI.AL (I-3) TO NEIGHBORHOOD BUSINESS
(B-1) ZQNE
HEARING EXAMXNER COivtMITrEE
HEREBY ATTEST TO THE ABOVE FINDINGS, ORDER, t1ND VOTE
~
cn&~ip~
~
i~
ATTEST:
For WALLIS D. HUBBARD
Plannina Director
y N W. WEKEZRSON
4Ji
lanner
r
S
4Dte
Pursuant to County regulations, any agbrieved party has the right to appeal this written
decision to the Spokane Counry Board of County Com.missioners within ten (10) calendar
days of the signing of this order. Upon receipt of an appeal, a public hearing will be
scheduled. If you desire to file such an appeal, you must submit a written appeal,
preferably on forms designed for such purpose, to the Board of CounCy Commissioners,
W. 1116 Broadway, Spokane, WA 99260, along with a$200 processing fee payable to the
Spokane County Treasurer, .
If you have any questions, please call the Planning Department at 456-2205.
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