SPRAGUE E 13724 TARGET STORE (FRED MEYER) i
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ENGINEER'S REVIEW SHEET
BLDG. PERMIT # -or -FILE# B93082-93
Related File # ( ZE-53-83)
Date to Review 6/93 Time #
Date to AA & DR Time
Datc Received 6-9-93
Project Name TARGET STORE (FRED MEYER) No. Lots No.Acres
Section - Township - Range
SITE ADDRESS SPRAGUE E 13724/W EVERGREEN PARCEL # 22541-9190+
Applicant's Name Phone #
Address Work #
Date Conditions mailed
Contact person Phone #
FLOOD ZONE d NO W S SCI300L
Engineer / Surveyor's / Architect's Name
Planning Contact Person Phone # 456-2205
Date Submittcd Description Initials
-I AGREEMENT TO PAY FEES COMPLETEll & COPY TO ACCOUNTING
FINAL PLAT FEES COMPLETED & COPY TO ACCOUNTING
NOTICE TO PUBLIC # 1 3 4 6 COMPLETED - OR NEEDS TO BE SIGNED
A- /q~ DESIGN DEVIATION SUBMITTE-D
AI,'ITERATTON TO PLAT - BLOCKS & LOTS
HFARING EXAM APPROVFD DENIED-_APPEALED BBC _APPROVED _DENIED
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Ik\p1t\review.for
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OFFICE OF THE COUNTY.ENGINEER
SPOKANE COUNTY, WASHINGTON
Project: Target Store Date: Comments
Address: E. 13724 Sprague Parcel No: 22541-9190+ Ref No. B93082
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
land use action:
Spokane County Zone Change No. ZE-53-83
C) The following improvements within adjacent Right of Way
are required prior to the release of a building permit:
1. Applicant shall dedicate 5 feet of right of way on
Evergreen.
2. Please submit a copy of a recorded property deed
from the Auditors office for the subject property.
Upon receipt of the deed our staff will prepare the
right of way deed.
3. 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. Sullivan
b. Evergreen
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D) Ynsuf f icient inf ormation taas subrnitted with the proposal.
We are unable to proceed with our review. We will need
the fal lowi.ng befaxe we can proceed :
1. Site Plan.
2. Drainage p1an as specified.
3. Other infarmation:
a. Aparkinq and traf fic circulation glan shall
be submitted and appraved by the Spokane Caunty Engineer. The
design, location and arranqement of parking stalls shall be in
accordance with standard traff ic engineering practices. Paving as
required by the County Planning Ordinance, will he required fvr
any partian of the project which is tv be accupied or travelec~ vehicles. It is i.llegal to back out onto the Right of Way.
b. The County design section has identif ied
Evergreen as aprapased 5 lane section facility. A copy of the
proposed traff ic sectYon is attached to these camments. In ord,er
to implernent this proposed section am additional 20 feet of right
of way would be necessary. This is nat aconditian of your
permit, the Cvunty Engineers of f ice is only disclasing to you a
future need, Spokane County is willing tv purchase this property
tv have adequate right of way to implement these road
imgroven►ents.
c. No Access will be allowed to the Railroad
right of way on the south property line of the property.
E} Utility Condition: Permittee is responsible for arranging
far a11 necessary utility adjustments ar relocativn as
required for campletian of the i~~~overnent.
F) The owner of the property or the authorized
representative must cvmplete and siqn Spokane Gvunty
Engineers "Agreernent tn Pay Fees".This document must be
returned to the County Engineers Offzce. Plan review will
not be completed until this document is executed. This
ciocument is attached to these comrnents. Please return
the completed Agreement to your contact person at the
Engineers Department.
Only after all the inforrnatian and requirements listed above
are supplied or completed and the neces~ary review has been
accomglished will your building perrnit be released.
Your contact person at the Caunty Enqineering Department may .
]ae contacted at 4 5G-3600. Yaur contact persott is Robert Turner.
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File No. ZE-53-83
SPOKANE COUNTY
HEARING EXAMINER COMMITTEE
FINDINGS AND ORDER
A. INTRODUCTION
This matter having come before the Zoning Hearing Examiner Committee on
October 6, 1983, and the members of the Committee present being
Richard L. Skalstad, Chairman, Jane E. Myers and Jerry Williams.
B. PROPOSAL
The sponsor, Fred Meyer Real Estate Properties, Ltd., is requesting
approval of a zone reclassification, File No. ZE-53-83, Commercial, Local
Business and Agricultural to Commercial, for the purpose of developing a
Fred Meyer One-Stop Shopping Center.
C. FINDINGS OF FACT
1. That the existing land use in the area is residential, cultivated,
commercial, medical center, business park, and horse breeding.
2. That the Comprehensive Plan designates this area as appropriate for
Major Commercial development.
3. That the existing zoning of the property described in the application
is Agricultural, Local Business, and Commercial.
4. That the provisions of RCW 43.21C (The State Environmental Policy
Act) have been complied with, and the Committee concurs with the
Declaration of Non-Significance.
5. That the proper legal requirements for advertisement of the Agenda
Item have been fulfilled.
6. That the land in this area is suitable for the proposed use, or uses
within the proposed Zone Classification.
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ZONE RECLASSIFICATION NO.: ZE-53-83
C. FINDINGS OF FACT (continued)
7. That the applicant has demonstrated that conditions have
substantially changed since the original zoning of this area and
accordingly, the proposed rezone is justified.
8. That the proposed use is compatible with existing uses in the area.
9. That the owners of adjacent lands expressed neither approval nor
disapproval of the proposed use.
10. The Hearing Examiner Committee finds the proposed use to be in
harmony with the general purpose and will not be otherwise
detrimental to the public health, safety, and welfare.
11. The following are additional findings of fact considered by the
Hearing Examiner Committee:
a) That it is the sole prerogative of the Board of County
Commissioners to vacate the right of way of Second Avenue, and
the Hearing Examiner Committee does not have jurisdiction over
this matter.
D. CONDITIONS OR CONTINGENCIES APPLIED TO THIS APPROVAL
a) COUNTY PLANNING DEPARTMENT
1) Approval by the Zoning Administrator of a specific lighting and
signing plan for the described property prior to the release of any
building permits.
2) A specific landscape plan, planting schedule and provisions for
maintenance acceptable to the Spokane County Zoning Administrator
shall be submitted with a performance bond for the project prior
to release of building permits.
3) The applicant shall develop subject property generally in accord-
ance within the concept presented to the Hearing Examiner Committee.
Variations when approved by the Zoning Administrator will be per-
mitted, including, but not limited to the following changes:
Building location, landscape plans, and general allowable uses of
the permitted zone. Al1 variations must conform to regulations set
forth in the Spokane County Zoning Ordinance. The original intent
of the development plans shall be maintained.
2 (_contd. )
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ZONE RECLASSIFICATION NO.: ZE-53-83
a) COUNTY PLANNING DEPARTMENT (continued)
4) The specific development plan will be submitted for Planning
Department review and approval prior to issuance of building -
permi ts .
5) Al1 current standards of the Commercial Zone, as amended, shall
be complied with in the development of this site.
6) The applicant shall comply with RCW 58.17 and the Spokane County
Platting Ordinances prior to issuance of building permits.
7} Applicant shall comply with all agency's regulations as amended
prior to issuance of building permits.
8) That the provisions of SEPA's NOTICE OF ACTION pursuant to Chapter
43.21C.080 RCW and the Board of Spokane County Commissioners'
Resolution #77-1392 be initiated by the project applicant within
thirty (30) days of final disposition of this application, and prior
to any on-site improvements, or file apprapriate documents to the
effect that the NOTICE OF ACTION is waived in accordance with
Spokane County Commissioners" Resolution #82-0458 dated May 4,1982.
91 Pursuant to the provisions of Chapter 43.21C RCW, and the SEPA
Guidelines (.WAC 197-10) and the Spokane County Environmental
Ordinance (.SCEO), a proposed declaration of non-significance has
been issued at least fifteen (_15) days prior to this date; the
official file, written comments and/or public testimony contain
information regarding assessment of the proposal's adverse impacts
to the physical environment; a finding is hereby made that no
potentially significant adverse impacts upon the physical environ-
ment are anticipated as a result of the project; and a final
declaration of non-significance is hereby to be issued.
10) That in the event the existing 60 foot right of way is not vacated
by the Board of County Commissioners, the site plan shall be re-
designed to comply with the setback requirements of the Spokane
County Zoning Ordinance; (i.e., 65 foot setback f rom the centerline
of the roadway right of way or 35 foot setback from the existing
front property line); or that the applicant have received an
approval of a"Variance" ta the setback requirement.
11) That the site plan be redesigned to comply with the parking
requirements of the Zoning Ordinance or have received approval of
a"Variance" to the Zoning Ordinance requirements.
3 (contd.)
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ZONE RECLASSIFICATION NO.: ZE-53-83
b) COUNTY ENGINEERING DEPARTMENT
Prior to the -Issuance of a Building Permit:
1) Applicant shali dedicate 5 feet on Evergreen Road for right of way
prior to any use of the property. This dedication shall extend
from Sprague Avenue to the south property line.
2) Access permits for approaches, to the County Road System shall be
obtained from the Spokane County Engineer.
3) Applicant shall improve Evergrcen Road in a manner consistent
with Spokane County TYPICAL roadway section No. 1 minimum paving
width Major Arterial Standard.
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` 4) Other specific improvements: The roadway improvements herein
specified must be constructed from Sprague Avenue to the south
property line.
5) Applicani shall submit for approval by the Spokane County Engineer
road, drainage, and access plans prior to the issuance of a build-
ing permit on the property.
5) The appl i cant sha11 submi t for approval by the Spokane County
Engineer and the Spokane County Health District a detailed com-
bined on-site sewage system plan and surface water disposal plan
for the entire project prior to the.issuance of any building
permit on the property. -
7) A parking plan and traffic circulation plan shall be submitted and
approved by the Spokane County Engineer prior to the issuance of a
building permit on the property. The design, location, and arrange-
ment of parking stalls shall be in accordance with standard traffic
engineeririg practices. Paving or surfacing as approved by the
County Engineer, will be required for any portion of the project
which is to be occupi2d or traveled by vehicles.
8) The word "applicant" shall include the owner or owners of the
property, his heirs, assigns, and successors.
9) The construction of the road improvements stated herein shali be
accomplished as approved by the Spokane County Engineer.
10) All required improvements shall conform to the current State of
Washington Standard Specifications for Road and Bridge Construc-
tion, and other applicable County standards and/or adopted-resolu-
tions pertaining to Road Standards and Stormwater Management in
effect at the date of construction, unless otherwise approved by
the County Engineer.
11) Applicant shall file a petition for the vacation of Second Avenue
prior to any use of the property.
4 (contd.)
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ZONE RECLASSIFICATION NO.: ZE-53-83
b) COUNTY ENGINEERING DEPARTMENT (continued)
12) Roadway standards, typical roadway sections and drainage plan
requirements are found in Spokane Board of County
Commissioners'Resolution No. 80-1592 as amended.
13) That the applicant shall provide for unobstructed traffic
circulation from Evergreen Road - west, to provide access to
existing County right of way located at the west property line.
c) COUNTY UTILITIES DEPARTMENT
1) Pursuant to Board of County Commissioners Resolution No.
80-0418, the use of on-site sewer disposal systems is hereby
authorized. This authorization is conditioned on compliance
with all rules and regulations of the Spokane County Health
District and is further conditioned and subject to specific
application approval and issuance of permits by the Health
District.
2) The owner, his heirs or successors shall join and participate in
any petition or resolution which purpose is the formation of a
utility local improvement district (ULID) pursuant to RCW,
Chapter 36.94, as amended. The owner, his heirs and successors
shall further agree not to oppose or protest any legal
assessments for any utility local improvement district (ULIDY
established pursuant to RCW Chapter 36.94, as amended.
3) Any water service for this project shall be provided in
accordance with the Coordinated Water System Plan for Spokane
County.
4) Each unit shall be double-plumbed for connection to future
areawide collection systems.
5) Plans and specifications for the double plumbing are to be
reviewed and approved by the Utilities Department.
5 (contd.)
ZONE RECLASSIFICATION NO.: ZE-53-83
d) COUNTY BUILDING AND SAFETY DEPARTMENT
1) The site is located in Fire District # 1.
2) Mains and fire hydrants will be required to be installed in
accordance with the requirements of the Spokane County Building
and Safety. A f i re department f i re 1 ane wi 11 be requ i red around
structure as per the Uniform Fire Code.
e) WATER PURVEYOR
1) Water Purveyor is Vera Water and Power, and they will supply the
site with adequate water; however, arrangements have not been
made by the applicant.
f) COUNTY AIR POLLUTION CONTROL AUTHORITY
1) Air pollution regulations require that dust control measures be
taken during all demolition, excavation and construction
activities.
2) That all traveled surfaces be paved (i.e., inegress, egress,
parking areas, loading areas, etc.) and kept clean.
3) That a Notice of Intention to Demolish is required for the
demolition of any institutional, commercial, or industrial
building in accordance with the Federal National Emission
Standards for Hazardous Air Pollutants (NESHAPS).
g) '208' STUDY
1) Applicant shall comply with '208' recommendations concerning
stormwater runoff and provide necessary landscaping for runoff.
6 (contd.)
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ZONE RECLASSIFICATION NO.: ZE-53-83
h) COUNTY NEALTH DISTRICT
1) Appropriate utility easements shall be indicated.
2) A combined surface water and sewage disposal detailed plan shall
be approved by the County Engineer and the Spokane County Health
District prior to the issuance of any building permit for this
project.
3) Sewage disposal method shall be as authorized by the Director of
Utilities, Spokane County.
4) Subject to specific application approval and issuance of permits
by the Health Officer, the project is authorized the use of an
individual on-site sewage system.
5) Wate r se rvice shall be coordinated through the Director of
Utilities, Spokane County.
6) Water service shall be by an existing public water supply when
approved by the Regional Engineer (Spokane), State Department of
Social and Health Services.
7) Disposal of sewage effluent beneath paved surfaces is currently
prohibited.
8) As a condition of approval for the requested zoning action it
will be necessary for the existing water wells on the property
to be properly abandoned in accordance with the provisions of
WAC 173-160-300.
7 (contd.)
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ZONE RECLASSIFICATION NO.: ZE-53-83
E. ORDER
The Zoning Hearing Examiner Committee, pursuant to the aforementioned, finds
that the application of Fred Meyer Real Estate Properties, Ltd., for a zone
reclassification as described in the application should be APPROVED.
Motion by: Myers Seconded by: Williams
Vote: Myers - Aye
Williams - Aye
Skalstad - Aye
Unanimous to Approve to the Commercial Zone 3- 0)
HEARING EXAMINER COMMITTEE
HEREBY ATTEST TO THE ABOVE
FIN S, ORDER A D OT
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airman
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ATTEST:-
For WALLIS D. HUBBARD
lanning Director
i X~2-rJQG~ w
By- STEVE P. HOROBIOWSKI
Zoning Administrator
Date: -r - /`T8. 3 .
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Orr'icF ar: Ti ir: Cour.rry ENCiNEr-x • A DfvISION 03= THC PUl3LIC WU1:} S p1:1'A1:1_M~N-r '
Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, I'.E., Director
AGREEMENT TO PAY FEES .
CNGINEER'S AGREENIENT NUMBER
This agreement between Spokane County and FJR~i V-1567arA14~~/ SV-6,
yuanic oi pcrson J
w}lose interest in the project is
• (i.c. owact, agcnt, cic.)
iL :;ntered into tl-tis ZZ day of JUL4 , 19 "*9`5 . This agreemen t is applic;able to thE pi o jca
known as:
G4!:~;2 ' G~ 't~'r._106l/g 4,~~/- ,
(proim aauress or iiicnai»c « uie numucr)
That the individuals and parties named herein as having an interest in the above described property or
project agree to the fofiowing:
1. Reimburse Spokane County for project review and inspection fees as specified in
Board of County Cammissioner's Resoiution 80-1592 attachment C, as amended.
The fees will be based on actual salary costs incurred by Spokane County for project
reviews and / or inspections pius a ten percent administrative charge, znd will be
billed monthly as accrued.
2. The undersigned agrees that these fees arP due and payable upon receipt of the
billing as specified above. The rnonthly billing should be sent to the attention oF
rIAME:
ADDRESS: 15_'67.
CITY, STATE: L ~N~✓~^~00 1~/,~
ZIP CODE:
PHONE n: Z61:;;7 775'L-~`iDD
I understand that failure to pay these fees may result in delay in completion or approval of the project or
other possible sanctions.
SIGNATURE By:
e/V/Z- I! >
(PRINT NAIviE) RETURN YELLOW COPY TO SPOKANE COUNTY ENGINEERS
k\g\fLtgrccmcn.fcc 3/;i. 511 Jeffc•rson Spokane, V1'A 99260-0180 (509) 450-3600 FAX (509) 45o-47I5
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♦ REQUEST FOR DESIGN DEVIATION
ROAD NAME Evergreen Road
DATE August 9, 1993 CRp/RID/PLAT/Z.C. Noo
FEDERAL/STATE PROJECT N0.
PROJECT TITLE Commercial. Development- Sprague & EvergreepROJECT LIMTS 620 Feet
South of East Sprague on Evergreen Road.
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FXISTING CONDITIONS: PROPOSED IMPROVEMP,NT:
ROAD WIDTH 24 - 26 Fect 44 Feet (1/2 Completion)
ROAD SiTRFACE Asphalt LoncretE AspfiaTT-uoncrete
AVG. DAII.Y TR.AFFIC
G~.irrent • Design Year
PROJF,CT DESCRIPTION Improvement of asphalt section, curb, gutter and sidewal.k, 22
feet, of WESt half ot r_.vergreen Koaa as part of a commercial Quilaing construczion
at the Southwest corner of SnraQUe and Everqreen.
DESCRIPTION OF STANDARD INVOI.VED Evergreen Road is classified as a maior arterial rec{uiring a 48 foot roadway width ltilitn S lanes. ,
PROPOSED DESIGN DEVIATION Reducing total roadivay width to 44 feet, constructzng
the West half.
JIISTIFICATION The existi.ng curb returns at EiTergreen and Sprague are constructed
for a 44 foot roadtivav width. Modificatzon of_ the returns to meet the reauired 48
foot iqidth wi11 require rElocation of tra_ffa.c siQnal noles, drainage structures and
poiver poles. Further south, the existin%z powex poles are located 28 to 29 fcet
from centerline. Keduciniz thE required sectzon to 44 feet will alloti•i the poz"►er
pozes to remain in placc at baclc of sideivalk, The powEr poles will have to be "
relocated with a 48 foot roachaav. ,
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' SM.P(W tWt'~ i 1 ENGlN£ER
' Submitted by R. JaT11ES Coleman, P.E. 8/9/93
J-U-B El`dGZNEEF.S, Inc. Date Address _j2 50 IUnivood Dri`vP _ Coeur d' Alene . ID $ 3814 i
Phone number ( 208 ) 667-1574
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STArF RECOri14EI1DATI0NS
Approy~ Not Approved ^
( G~) ( ) ` ~ ~ C~ l ~
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Pro jec t Manager v Date
t74•~C.. I=br7 PI'4e4JSEr) 12.0CQrvs,7 IY2i/Ci7-ldo, J,
Approved Not Approved
Planning araf f ic Engineer Date
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Approyt°d Not Approved '1
Pro j ec t Mana ement Ffigine er Date
Approved Not Approved
Opetations Engineer Date
Appro d Not Approved
C ) C ) ~ ~ ~ ,L7
. County Eng neer Date
02510
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. ~ . . J J-U-B ENGINEERS, Inc.
ENGINEERS • SURVEYORS • PLANNERS
1250 Ironwood Drive, Suite 220
Coeur d'Alene, ID 83814
208/667-1574
FAX: 208/667-2176
August 9, 1993 ~ RECEWED Mr. Robert B. Turner, E.I.T. ~
Assistant Plans Review Engineer ~AUG 9
Division of Engineermg and Public Works fl~993 a
Spokane County Pubiic Works '
1026 West Broadway Avenue S~MM =FKn ~~114fN
Spokane, WA 99260-0170
Dear Mr. Turner:
Commercial Development
East Sprague and Evergreen
Based on our conversations on July 27, 1993 we have reviewed the existing
improvements on Evergreen Road south of Sprague. Based on field surveys,
the curb returns at Sprague are set for a forty-four (44) foot section. In addition,
the existing power poles are set to the back of sidewalk based on a 44 foot
section. We have enclosed a preliminary plan of the horizontal design which
shows a 44 foot road section.
Therefore, we would request a design deviation from the required 48 foot section
to the 44 foot section. We have enclosed a copy of the Request for Design
Deviation for this item.
In addition, please inform us if the drainage on Evergreen is adequate for the
expanded road.- There are currently drainage facilities which we would propose
to use for our road drainage design.
If you have any questions, please contact me.
Sincerely, _
J-U-B ENGINEERS, Inc.
~y
~ . :ames Coleman, P. E.
cc: Scott Shanks, First Western Development
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OFFICE OF THE COUNTY ENGINEER
SPOKANE COUNTY, WASHINGTON
T0: Bob Turner
FROM: Gary N.
DATE: June 181 1993
SUBJECT: Target Store - SW corner of Evergreen and Sprague
This morning, a meeting was held which included Gary K, Jim H., Tom Y.,
Greg W., Ross K, Bob B, and myself. The decision reached at this meeting
was that Evergreen should have a 5 lane typical section which would require
90 feet of right of way. A representation of this section is attached.
This afternoon, Jim, Greg, and myself visited the site in question to see
how we could best fit this section into the surrounding improvements. Due
to the buildings built on the north side of Sprague, we will need to have a
total of 50 feet of ROW on the west side of Evergreen, and 40 feet on the
east side. According to the County Engineer's section map, there is now 50
feet of ROW on Evergreen south of Sprague. You indicated the zone change
required the dedication of 5 feet of right of way. Because we need 50
feet, we will need an additional 20 feet (50 - 25 -5) along Evergreen from
the Target site.
_-.-_EPl F,L.
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SECTI~ON R/W
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VARIES V4RItS
45' ;5'
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LrlN~ LMhlE
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aCP CL.
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Wa,vn $y- Date: ~ , OFfICE OF ~ O !~EG ~~E~ T
J,L.E 6/93 S~L E ~ r r IDP ' \ •
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c.L't. 6/93 HORI,,.011,t-AL. . r,OME W. 1020 BRonDv~AY avE. P! f~ l ra id c ~ S a~, cOIqrRAcT PAGUE ~,VE. IO I~iISSIOi\I „VE.
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. Thecked Er srorariE, 1~vA. 99[00 , TYPIC~,L ~OADNJAY SECTI011 r~
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NONE 455-3600 r ;
J.S.H. VERTICAL: -
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-CHECKLIST'
EIVV.IRONMENTAL .
~.~L - - - ^ - . FILE
• , . . . • . ' ti.?
SPOhwMC COVhtr COtJRi wOVi[ SEC/TWN/RNG: ZZ,~S
Introduction: 7he State Environmental Policy Act of 1971, Chapter 43.21C, RCW, requires all state and ]ocal
governmental agencies to consider environmentaT values both for their own actions and when licensing private
proposals. The,Act also requires that an Environmental Impact Statement be prepared-for all major actions
significantly (and "adversely", as per WAC 197-10) affecting the quality of the-physical environment. The
purpose of this checklist is to help the agencies invoived determine whether qr..not a.proposal is such a
major action.
Please answer the following questions as completely as you can with the information presently available to
you. Please answer questions as "yes"' or "maybe" if, in your opinion, even only slight impacts will result.
The reviewers af the checklist will be aware of and concern themselves with the deqree of impact, asking you .
for more information, if necessary. Where explanations of your answers are required, or where you believe
an explanation would be helpful to government decision-makers, include your explanation in the space provided,
or use additional Qaqes, if necessar_v. You should include references to any reports or studies of which you
are aware and which are re]evant to the answers you provide. Complete answers to these questions now will
help all agencies involved with your proposal to undertake the required environmental review without unnec-
essary delay. .
The following questions apply to your total proposal, not just to the license for which you are currently
applying or the proposal for which approval is sought. Your answers should include the impacts which will be
caused by your proposal when it is completed, even though completion may not occur until sometime in the
future. This will allow all of the agencies which will be involved to complete their environmental review
now, without duplicating paperwork in the future.
Na application shall be processed until the checklist has been completed and returned to the appropriate
County department. State law requires explanations for every "ves" and "mavbe" answer on the checklist.
The person completing the form may be required.to provide explanation--for `-`no" answers, and in some cases,
more detailed informati.on to aid in a threshold determination. .-NOTE: This is a standard-form being used by a11'-state and locat agencies in the_State of Washington for
various types of proposals. Many.of the questions may not apply to your proposal. If a question
does not apply, just answer it "no" and continue on to the next guestion. - ENVIRONMENTAL CHECKLIST FORM • . " ' I. BACKGROUND - Stephen-Gale, Corp. Real Estate & Properties Mgr;.,_
1. Name of Proponent: FRED MEYER: REAL . ESTATE PROP.,: LTDphone Number: (5 0 3). 2 3 9-7 4 2 5
2. Address of Proponent:_„p ?0r Box 4 2121 r Portl-and,: OR 9 7 2 4 2 - - -
3. Date Checkl i st Submi tted: U/JG 2~, i98-3 4. Agency Requi ri ng Checkl i st: SPokane County P lann ing Dep t. .
5. Name of Proposal, if Applicable: pRFn MFVFR nNF-STOP HOPPING C,ENTER
6. Nature and Brief Description of the Proposal.(including but not.limited to its size, general design
elements, and other factors that will give-an accurate understanding of its scope and nature):
Sinqle str.ucture, approximately 145,000 sq. ft. bldg. containing
general merchandise, apparel and food sales. . .
7. Location,of Proposal (describe the physical setting of the Proposal, as well as the extent of the land
area affected by any environmental impacts, including any other information needed to give an accurate
understanding of the environmental setting of the proposal): Southwest auadrant of Sprauge
Ave. & Evergreen. Existing.buiidings will be rep%laced with new
construction. _ 8. Estimated Date for Completion of Proposal:prob bl v not before 1985 r
9. List of all Permits,-licenses or Government Approvals Required-for the Proposal (federal, state, and
local - including rezones): Zone chancre, buildincr permit, drainaQe approval,
...n
sewage- di~p-osal permit ~vt'roninental $mpact.' Ne'gatitre. Declaration. .
10a. Do yau, or the owner in the event you do not own the subject land, have any plans for future additions,
expansion, or further activity related to or connected with this proposal? If yes', explain:
No
August, 1981
- . - - _ : ' . • . . . . ~f_. _ : . : . _
~ .
- - , , ' - .Y`~~• , ~ . _ . • • . • . ' ~ ' i' •
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. . ~ - - , . ~ - - y~~~ :'-Zw ` ; - ~ "''V ~ • ' ` _ • - • • -'s
lOb. Oo you own or have options on land nearby or adjacent to this proposal's location? If yes, explain:
yP~. r~roximatelv 4Q..~.ono sa,ftT (t~art of tax lot #22541-9173) .
'Mav be'used to handle surface water for-proposed development.
11. Do you know of any plans by others including the owner which may affect the property covered by your
proposal or land adjacent,or nearby? If yes, explain: No.
12. Attach any other application form thit has been completed regarding the proposal; if none has been
. completed,-but is expected to tre filed at some future.date, describe the nature of such application
, form: A,znpl i cat-i c)n fnr zonP rP-31 assi fi cation
. . , 1'` y ,-n r - _ . . . ' . • _ . . . . _ - . -
II., -•ENVIRONMENTAL.-IMPACTS 4~;~,. . . . _ . • : , } - , -
. (Explanations ,of all.' "yes" and-"maybe" answers are required) - ' 1. Earth. , Wi 11 the proposal resul t. i n: • .•Yes Maybe No
(a) Unstable earth conditions or in changes-in gealogic subsctrur-tures?. x
(b) Disruptions, displacements, compaction or overcovering of the soil?. ..._x,
(c) Change in topography or ground surface relief features? . . . . . . . . . . X
• (d) The destruction, covering or modification of any unique geologic or X
physical features?. . . . . . . . . . . . . . . . . . . . . . . . . . .
(e) Any increase in wind or water erosion or soils, either on or off the site?.
(f) Changes in deposition of erosion of beach sands, or changes in siltation,
' deposition or erosion which may modify the channel of a river or stream ,
. or the bed of the ocean or any bay, inlet or lake?. x_
Explanation: C-onstruction of building. and parking facilities will result
in compaction and overcovering of-;the,-soil and a slight change in the
. _ ,
,
- - - _ i e .,,,L. _ ; : •~l{..~C_ r, ~ ' . _ _ - ' z--`-4'--' ='-"ri - - - - "
- 2: - Ai r. ~Wi 11- the-^proposal resu Yes p ~-Maybe ' No
, . .
- . . (a) Air emissions or deterioration of ambient a-ir--;qualit'y?. . . . . . . x
(b) The creation of. objectionable odors?_: . . . . . .V - x
(c) Alteration of air movement, moisture or temperature,•or any change in
climate; either locally or regionally? . . . . . . . . . . . . . . . . . . . . X
Explanation: Automobile emissions will increase on the site, but will have
minimal impact as the site is situated.along the Sprauge Ave. corridor.
Customers using facility are preseritly operating in area already.
3. -Water'.,' =Wi 11 ,the proposal resul t i n : - - - y . , Yes - Maybe No
. (a) Change in currents, or the course or direction of water movements,- • X
i n `ei ther mari ne or fresh waters? . . . . . . . . . . . . . . . . . . . .
- ' (b) Changes in'absorption-rates;'drainage.patterns,or the rate and X
: . amount of surface _water runoff? . . . . . . ` . . . . . . . . . . . . . .
. „ (c)_-Alterations, tc rthe._course.~o`r flow of flood. waters?. . . . . . . . . . X
- - - - : ; . - _ : .
, (d) Changein the°amount`.of :'surface '+dater' in:any``water * hody?T..'". . : . . : - . X
(e) Discharge into surface water, or.in any alteration of surface water_ - quality, including but notlimited to'temperature, dissolved oxygen .
or turbidity? . . . . . . . . . . . . . . . . . X
(f) Alteration of the direction or rate,of.flow of ground waters? ~
( g)_Change_ i n the quantJ.ty of ground waters, e.i_ther _through -di rect=- - - _ _ _ _ - -
• ` ` ~ • addi ti ons or wi thdrawal s ; or,through' i ntercepti on of --an - aqui fer by cuts or excavati ons? . . . . . . . . . . . . . . . . . . . . . . . X
(h) Deterioration in ground water quality, either through direct
injection, or through the seepage of leachate, phosphates,
_ detergents,waterporne virus or bacteria, or other substances X
i nto the ground waters? . . . . . . . . . . . . . . . . . . . . . . . . . . .
(i) Reduction in the amount of water otherwise available for
Publ i c water suppl i es? . . . . . . . . . . . . . . . . . . . . . ~
. , _ 2 , .
, . . _ . . - • - : - -
• ':'r;~+}, - . - ' . . , -
- _ - r-_ • ~-~rnw-~r.j►~.. . .
' - .i
' ' ' ' _ _ _ • , ` ' , t ' Y ' • ' f r ~ `y! 3 • } _ ' a'7., . '
Expaanatian:_- urface water - r~nof f will increase due_`ta-'the - addition "of ,
impexvious surfaces-"but will be mitigated by co-llecting flows in
landscaped and grassed perc areas. 11208" Study add-re.sses surface water
_6«pac
4. Flora. Will the proposal result in; ' Y6 Maybe No
(a) Change in the diversity of species?_or number of any species of .
flora (incfiuding trees, shrubs, grass, crops, macrofZora, and
aquatic plants)?, . . . , . . . . . . . . . . . . . . ~ ,
. . . , . . . . , ,
, (b) Reduction of the numbers of any unique, rare or endangered • _
species of flora? • ■ . s • • • a a . • ■ s • r • • a • s • a . • • r a a 1 ■ ~ x
(c) Introductian of new species of flora inta an area, or in a
barrierto the nornai replenishment of existfing speeies?. . , . . . . ~
(d) Reduction in acreage of ar~y agricultural erop?,, , . . . . . . , . . . , . . . x_
Explanation: WA ao° AQ/vi~~ , . . p A.
' ~ .
5. Fauna. Wiil the proposa] result in; Yes ta
.ybe Ao ,
{a} Changes in the diversity of specie5, ar numberi of an,y species ~.af fauna (birds, iand animaTs including reptiles, fish and .
she71 fTSh, benthi c organ? sms, f nsects or mi crofauna)? . . . . . . . . . . . . . x y - -
(b) Reduction of the numbers of any unique, rare, ar endangered -
~pe~41Gs Vf 14una? r • i • • • • ■ w i # ; ■ i i i • • • • • • i • i i # r ! i Y h ._Y
(c) Introduction of new species af fauna into an area, or result in a barrier to the migrativn or movement of fauna? . . , . . . , . . . . x
(d) Deterioratian of existing fish or wildTife habTtat?. . . . . . . . , . . .
gxplanation:
. . : <t - - . _ = . . . . - _ .
. ..,r,... ~ - - -
• - _ . - - ~ - _,~a.•.,:" . ' - .
6• N47i.7Gri . ^Y • . ' ~ ~ _ ' - i . . ~ ~q _ xti t_YJ- Yes , • M, aybe' A1y
v
(a) 'Will t.he proposal increase~existing'Tno#se le~uels?,-,' ti , - , :
• s ■ • s i f i r r ■ •
Exo]anation: s wih be i-ncreased on- sa.te duri'nc{, coiistructian ,
Deriod and bv the ac~,d.~tiorx of ~reh~cles to the site, buttl` new, nr~i~e levels after construction wi1.3 have little effect on the site since a
major arteria,1 a.nd a -prop'osect arteria1 Doraers tne". si.ze
1. Lljht and Glare. " ' . Yes M_ aybe No
(a) Will the prvposal produce new jight or +g]are? : . . . . . . . . . . . : . . . X
Explanation: additional liaht will result from the introduction of the
~
~ew building and-parkiri~ ~~~cility. Praper lighting wilI nat praduce
qlare from, parking ar-eas vr building - , B. Land use. . res ai~ . No
(a) Wifi1 the praposal t^esu7tln~the alteratian af-the pres~nt"vr . - . . - ' -
planned land SJse of 4n a1 c4 S • • • • • s - ■ • • r • • • • ' • R,,...x
• . . _ .
Exaianation: The proposed project is within-,the .comprehensive,pl.an.,
a
9. Naturad Resources, Wil] the praposa] result in: Yes Ma.vbe Nv
(a) Inc~°ease in the rate of use of any r~aturat reso,urces? . . . . . , . . . , . x
'
-
_ (b) Dep7eti4n of any nonrenewabio natural' resourceF . , . . . . ; . . . ~
Expl anataan: - Demand f or resourc es -assaciated--wi-th the. projec t_;wilT increase,
Fill material, sand, gravel and crushed rock.
- 3
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" • - _ _T; 'J ' . . . •
. r' - . i - .
~ •2 10.:.:Risk of'Uqset:-. Does the proposal' involve.. a. risk~of=an~e~splosion or~the Yes Maybe No
release of hazardous substances (including, but not,limited to, oil, .
- ~ pesti ci des-,• -chemi ca-l-s or radi ati on ) • i n -the event- of -4n =acci dent or • - ' -
. , . . :upset condi ti ons? _ . . . . . . . . . _ . . , , . . . . . . . , . . . . . . . _X_
. Ezpl anati on : ,
11.' Population. Will the proposal alter the location, distribution, density, Yes Maybe No
or growth rate of the human population of an area?. . . . . _ . . . . . . . . . .
. X
'Explanation:
• ~ - 12., Housinq..,"Will,the proposal-affect existing housing, or'create a demand-for Yes Maybe No
Rdi ti ona 1 Fious'i ng? . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
x_
Explanation.:
~
513. Transportation/Circulation. Will the proposal result in: Yes Ma.ybe No
R-(a) Generation of additional vehicular movement? . . . . . . . . . . . . . . . . . I,<
b) Effects on existing.parking facilities, or demand for new parking?
.
(c) Impact upon existing transpartation systems? . . . . . . . . . . . . . . . .
(d) Alte.rations to present patterns of circulation or movement
~ ~ • _ of peopl e and/or goods? . . . . . . . . . . . . . . . . . . . . . . . . . . . X
~
. ~ (e) Alterations to waterborne, rail or air traffic?. . . . . . . . . . . . . X
~(f) Increase in traffic hazards to moto,r vehicles, - ° bi cycl i sts, or pedes tri ans? . . . . . . . . . . . . . . . . . . . . . . . .
~ - ~cl:._7.: L - _ i
~N:t. • - • ` . - .
Explanation":~TeY~,.zc:ular. t~..raf i
.fc s in the market place presently. Proposed project-may tin redistribution of traffi from other areas.
bb' ~ ,11
,
t'(,' L ,'v cS ►tR, - Yya'T ~L &$101/1(. ~QJ~f fS ✓)'l0 W,
14.w Public rvices. Will the proposal have an effect upon or r sult Tes Maybe No
; ~ - - -i n a-need for new -or al tered governmental - se'rvi ces i n' any -of -tfie - - - - -
. _ . -following areas
. a . . . . . . . i • . . ti. . _ ' ' . _ ~ . . . . . . . _ _ $ _ _
. . . (a) Fire protection?. : . : . . . : . : . : . . . . . . . : .
(b) Police protection? . . . . . . . . . . . . . . . . . . . . . . . . . . . .
(c) Schools?. . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . x_
(d) Parks.or other, recreational facilities? . . . . . . . . . . . . . X
: . ~ . . . _ . . _w . .
(e) Mai ntenance of publ i c faci 1 i ti es, i.ncl udi ng reads?. . : . . . . . . . . . ~ ' ( f ) Other governmental servi ces? . . . . . . . . . . . . . . . . . . . . . . . . X
Explanation: ah; e : " (,AL .0 o~ b-n ~ sl,& ~ rrna,cA
- CW tjzi2~_a ~ Q uria~ ~ Olv'~-d1
biJLd- - - ---~a~ .422 ~ ~ `~h.~'s
~1t[X 6m Co ~ . A.Oo-&
15. EnerqY. Will the ProP ~ osal result in: ~ Yes Ma be No
(a) Use of substantial amounts of fuel or energy? . . . . . . . . . . . . . . X
.(b) Demand upon existing sources of energy, or require
the development of new-sources of energy? . . . . . . . . . . . . . . . . . . X
Explanation: While the proposed project will be energy efficient,
..addi-tional amounts -of e-lectrical-ancl natural gas energy will be
_ required. _ . . :-.r . - _ .
- - . : , 4 - - _a . -
, ~ -.~:f~- . ' --~~1- - . - , ~ : _ . . . . . , .
• ► , -
16. Utilities. Will the proposal result in a need for new systems. Yes Ma.ybe No
1 or alterations to the following utilities:
. . ~ ~
(a) Power or natural gas1. . . . • • • • • • • • • • • • • • • • • • • • • • • • • ,
N ( b ) Cort4nuni cati on sys tems? . . . • • • • • • • • • • • • • • • • • • • • • • • • • •
~ '00 (c) Water? . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
~
(d) Sewer or septic tanks? . . . . . . . . . . . . . . . . . . . . . . . . . . . . . X ,
(e) Storm water drainage?. . . . . • . • • • . . . . . . . . • . . . . . . , , X
• ~ ~ ( f ) Sol i d waste and di sposal ? . . . . . . • • • • • • • • • • • • • • • • • • •-~_X__
Explanation: If the Countv' s proposed sanitarv sewer system is not in operati
~
C~~ at the time the proposed project is built, a septic tank system is
propo sed . A1 so storm water ~ drainage wi 11 be requi red To -comply with ~
code req uirements ) . Yes Maybe No
11., Human Health. l~ill the proposal result in the creation of any health hazards ~ X
or potential health hazard (including mental health)?. . . . . . . . . . . . . . .
, Explanation: Yes M_ aybe No 18. Aesthetics. Will the proposal result in the obstruction of any scenic vista or
view open to the public,. or will the proposal result in the creation of an X
aesthetically offensive site open to public view?. . . . . . . . . . . . . . . . . . Explanation:
Yes Maybe No 19. Recreation: Will the proposal result in an impact upon the quality or
quantity of existing recreational opportunities? : . . . . . . . . . . . . . . . . X
Explanation: . _ . - _ - , ..r
. Yes Maybe No
20. Archeoloqical/Historical'. Will the proposal'result in an alteration of a
significant archeological or historical site, structure, object or building? ~
Explanation: - III. SIGNATURF
I, the undersigned, swear under the penalty of perjury that the above responses are made
truthfully and to the best of my knowledge. I also understand that, should there be any will-
ful misrepresentation or willful lack of full disclosure on my part,-Spokane County may with- -
draw any declaration of nonsignificance that it might issue in reliance upon this checklist.
Date: 6Wl ~~19 8 3 , Proponent: ,
(Please Print~P~~pe EYE AI, EST TE PROPERTIES, LTD.
~Y Oz.~- v.P.
. Proponeet• Address : P. 0.:. Box 2121, Portland, OR 9 7 2 4 2
Phone: (503) 2 39-7 425 . , ~J
Person completing form•Roy M. Whitman __-phone:t50I). 232-8844 _Date: 6-15=83
FOR S7AFF USE ONLY (
Staff Member(s) Reviewing Checklist;~, Based on this staff reyiew of the environmental checklist and other pertiment~information, the,staff:
A. x, Concludes that there are no potentially significant adverse impacts and recomnends/issues
a p roposed declaration of nonsiqnificance. . B. Concludes that potentially significant adverse impacts do exist and recommends/issues a
final declaration of sianificance. .
C. Concludes that there are no potentially significant adverse impacts and, because of the nature of the proposal, recorrrnends/issues a final declaration of nonsignificance.
Revised: August, 1981 5 _ `
1
• ' r
BUILDING PERMIT CHECKLIST
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RIGHT OF WAY DEPARTMENT
DEED
EASEMENTS
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LEGAL DESCRIPTION CHECK
LETTER FROM SCAPCA
RECIPROCAL USE AGREEMENT
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R/W DIMENSIONS
PROPERTY LINES ~ ✓ ~ v
SET-ASIDE I I
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APPROACH PERMIT
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SWALE CROSS-SECTION
SPECIAL SOIL TESTS
ROOF CONSTRUCTION ~ ✓ ~
HVAC ON ROOF
LANDSCAPE PLAN (208 CONFLICT)
DITCH CALULATIONS ~
BACKWATER CALCULATIONS
GRATE CALCULATIONS
PIPE CALCULATIONS
RETENTION/DETENTION CALCS
10/50/100 YEAR STORM
TR-55 ANALYSIS
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GRADE SHEET (EXISTING ROAD)
STAMP ~ ✓ ~
OWNERS SIGNATURE
ROAD DRAINAGE (SWALES, STRUCTURES,..) ~ ✓ ~
"R" VALUE TESTS
NEW ROAD DESIGN
BON D
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COUNTY STAMP
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EALOlUS~1.UiUS DA'i\C11KS 1 FEEf'.NKI
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NOTICE OF TRANSMITTAL
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BUSINCSS NAME: PARCEL NO./LEGAL
DESCRIPTION:
PROPOSED USE: Li 5 23 1, 9 pp ~
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CONTACT: PHONE:
20 REASON FOR TRANSMITTAL
PREAPPLiCATiON CONFERENCE PRECONSTRUCTION CONFERENCE OTHER: x
DATE: TIME:
DOCUMENTS CIRCULATED
DISTRiBUTED TO:
RECD DFSCRIPTION BUILDINGS PLANNING ENGINEERS HEALTH SCAPCA FQ2E DIST f! ~ OTHER:
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Date of Transmittal: q•2.,7 , • Q3 Review CooU ~ ator•~:~~ /
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Circulated by:
Spokatic Coutity Division of Builditigs * 1026 WGr1 Bra(cdwny A~~eirue * Spokane, WA 99260 *(509)455-3675
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OC'F'1CE OF TF1E COUN'lY ENG1NEEit • A OlV1S(ON Or'i'HE PUBLiC WORICS DGPARTMEN'I'
Ronald C. Harmann, P.E., County Engineer Dennis M. Scott, I'.E., pirector
I
August 13, 1993 1 .
t
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~
Mr. Scott Shank, Vice-President ~
First Western Development Services Inc. P.O. Box 6363 i'
Lynnwood, WA 98036 ~
,
;
Subject: Evergreen and Sprague - Southwest Corner •
t
Dear Mr. Shanks:
As discussed by phone on August 12, following are proposals for road improvement and right of way needs in
conjunction with your development of property at the southwest corner of Sprague Avenue and Eyergreen Road:
1. Vacation of Second Avenue right of way - would propose the vacation of the 60 foot wide Sgcond Avenue
right of way adjacent to the southwesterly corner of your property in exchange for comparable property
you have on the south side of the future arteria{ road on the Old Chicago, Milwaukeei and St. Paul
(CM&SP) Railroad right of way . ~
S
2. Evergreen Road - Would propose SPokane County make improvements to Evergreen Ro~d, consisting
of curbing, drainage control, pavement widening, striping, signing, signal work, etc. to prpvide for a 44
foot wide roadway from Sprague Avenue south about 190 feet, then 42 feet wide from there to the
CM&SP Railroad right of way, which will be adequate for a turning lane and two thru lane§', in exchange
for tlle dedication now of the additional 20 feet of right of way along the west side of Ev,ergreen Road
between Sprague Avenue and the CM&SP Railroad right of way. You wouid provide a plan for this
improvement. The schedule for completion of the improvement on Evergreen would be to t`ave the work
done before July l, 1994. ;
Future widening of Evergreen would be the County's responsibility. ~
;
We trust arrangement is satisfactory to you. Ptease advise. ;
~
Very truly yours, ,
Ronald C. Hormann, P.E. ~
ineer i
SpoW-~Zl
Ver'E
ngineering Administracor ~
n„u,~.K.~-•v~~~ ~
W. 1026 Broadway Ave. Spokane, WA 99260-0170 (509) 456-3600 FAX (509) 456-4715
6
4 .
F -~S~ WES-E?\
DEVE-OPVE\- WASHINGTONlOREGON/IDAHO
July 27, 1993 BOs - -YL-rASr-- er-Uw&1
t~-r ✓n6
Mr. Jeff Forry 1'\, ,
SPOKANE COUNTY • BUILDiNG DEPARTMENT 1 ~4 ~C
1026 W. Broadway
Spokane, WA 99260
PROJECT: SITE AT S.W. CORNER OF SPRAGUE & EVERGREEN
Dear Jeff:
We are moving ahead toward a conclusion of our feasibility study on the site at Sprague and Evergreen.
Following are a few items on which I would like confirmation and/or ciarification on:
HearinQ Examiner's Report
County Planning Department
1. In the Hearing Examiner's report on the rezone under `Condit+ons or Contingencies
Applied to this Approval' Condrtions # 1 and 2: I am assuming we do not need prior
approval of the lighting, signing, arxi landscape plans prior to submitting for a permit.
We would submit these detailed plans with a complete building permit application.
Please confirm.
2. Condition #3 requires approval from the Zoning Administrator for any revisions to the
site plan which was approved with the rezone. Prior to committing a large sum of
money to develop architectural and engineering documents, I would like the Zoning
Administrator to review our plan which is enclosed and acknowledge, if possible, that
our plan is generally in accordance with the site plan considered during the rezone
request. I have obtained a copy of this plan and offer the following brief comparison:
REZONE SITE PLAN CURRENT SlTE PLAN
Site Area 10.2 Acres 10.2 Acres
Building Area 145,200 Sq. Ft. 116,500 Sq. Ft.
Parking 620 Stalls Approx. 580 Stalls
Use Retai! Sales Retail Sales
3. Condition #8 required that a Notice of Action be initiated by the project applicant within
30 days of the date of the final disposition. Does the County have any record ihat this
was completed?
County Engineering Department
1. Cond'rtion #13 required that the applicant provide "unobstructed traffic circulation from
Evergreen Road, west, to provide access to existing County right of way located at the
west property line." Does the current proposed site plan satisfy this requirement?
19009 33rd AVE. W. FAX (206) 775-2775
P.O. BOX 6363 • LYNNWOOD, WA 98036 • (206) 775-6000
1 .
Jeff Forry
July 26, 1993
Page Two
Site Pian Issues 1. Will Spokane County Building Department approve the location of the handicap stalis as
illustrated on the enclosed site plan? Van stalls will be located adjacent to the building.
The asphalt will be striped in front of the entry for safety. This (s the standard layout
used by this store in other parts of the county and is typically approved.
I appreciate your review of these issues. I would like a response to these questions by August 2, 1993 if
possible.
Call me at (206) 775-6000 should you have any questions.
Sincere(y,
FIRST WESTERN DEVELOPMENT SERVICES, INC.
Scott Shanks
Vice President
SS:rc
ESCNTY3
Enclosure - Site Plan
cc: Dave Marquis
r '
J-U-B ENGINEERS, Inc. 1'RANSMITTAL LETTER
ENGINEERING SURVEYING PLANNING
TO: Mr. Bob Turner DATE: October 14, 1993
Spokane County
PR03ECT: Target
WE TRAN SMIT:
(X) Herewith ( ) Under Separate Cover ( )
THE FOLLOWING:
(X) 6 Copies - Sheets C-3, 4, 5& b Shop Drawings
(X) 6 Copies Storm Draulage Rpt. Samples
( ) Specifications ( ) Product Literature
( ) Copy of Letter C )
THESE ARE TRANSMITTED:
For Approval (X) For Your Use
O For Review & Comment O For Information & File
For Your Distribution As Requested
( ) For Record C )
DESCRI..PTION/COMMENTS :
DISTRIBUTION:
( ) Owner ( ) Contractor ( ) _
FR~M •
. /C2h
. ~
Jami~ Coleman, P.E.
-U-B GINEERS, Inc.
1250 Iranwood Drive, Suite 220, Coeur d'Alene, TD 83814 (208)667-1574 - ------~"~--""u '
~ RECEIVED
,
' OCT 14 1993
. ,
sMqAK GOUItTY EliG1NEER ~
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~ - Target Stores ' r°L.'L"
33 South Sixth Street OCT 16 1994
P.O. Box 1392
Minneapolis, Minnesota 55440-1392
Telex No. 205812
ca'~M Ell'nl(10.@f ir.;
• October 11, 1993 SENT VIA FAX: 509.324.3478
Bob Turner
Assistant Plans Review Engineer
Spokane County
West 1026 Broadway Avenue
Spokane County 99206-0170
RE: PROPOSED TARGET STORE
SPRAGUE AVENUE AT EVERGREEN ROAD
SPOKANE COUNTY, WASHINGTON
Dear Bob:
Enclosed is an executed copy of the Agreement to Pay Fees as
requested. Thank you for reviewing the drawings prior to receipt of
this Agreement.
If you have any questions, or if I may be of additional service, please
cont "e.
~
incerely, ~
~ ~ /
David~A. M quis, A.I.A.
Pro}~ct Admi istrator
6 2/370-561
enc re
cc: Scott Shanks - First Western
A Division of the Dayton Hudson Corporation Printed on recycled paper. ~
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OFFtCB Op TI1fi COUNTY ENCIN6ER • A UIVISIQN Op TI IE PUBi.IC WOItK3 DEPARTMENr
Ronalcl C. t tormann, t'.E., Cuunty Engineer t7ennie M. Scott, I'.E,, fJfrector
AGREEMENT Tt) PA'Y FEES
5
. ENCINEER'S ACR EEh 1ENT NuMaER.
' Tliis agreement between Spokane Counly and ( - DAYT NHUDsoN c0120RATION ,
' wliose interest in ilie rr .01ect is OWNER
. ►
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ia cnlerec! into tliia 7th dAy of october 19 93 , Ti,ie agreentent is aprlicrblc to the project
, .
known as: Target Store at Sprague and Evergreen
; Tiint ilie inclivicltials atid nnrties narne(.l lterein as having an interest in the above cleseribed rroperty or
rroject Agrce lo the following;
: iteimburse Spokane County for rrojeet review ancl inspection fces as sreciCecl in
Charter 9.14 Qf ilie Srokane Caunty Cade. Tlie fees will be bascci dn nctual sAlary
costs inetirrecl by Spokane Couiity for project revlews ancl / Qr inspections rltis a ten
_ percent aclminlstrative cliarge, ancl will he billecl montlily As accrtoed, Any rinnl
, biliing amounts, to irlcltide any late fces or any 4tlief expenscs incurred in tlie
-collection of an ovcrclue accaunt inti8t be pAlcl rrior to the C,uunly's accertArice of
: the project fot filing.
2, 111e undPrssgned AQrcCS tlint these fees Are cl«e ancl rayable tiran teceipt of ilie
billiiig as arecifieci auovc, '
,
3. Any involces not pniel wltliin 30 dnys of ilie lnvolce clate will be subjcclecl 1o n late
fee cfiarge of 1°lo per montli (12% per yeAr) on tlie unpalcl balznce of ilie accatirit
and any accruecl late fee cliarges. In avditian, if any outsfancling bnlanee on tlie
- account for 11iis hrojcct is not raid wiililn 34 ciaya of the jnvoice date, no fi,r►iicr
revtews of ilie rroject clocui»cnts wiil be conctucleci until the eniitc accotint balance
is raicl. Any balanec on tlie Account far this liroject nat raicl witliin 65 elays of tlle
invoice clate may resull in Iega1 action or ttte initatjon of atlier collection proCecfures,
inclucling rcferrat to a callection agcncy. 7lie Sponsor will be liable fur any and all exre.nses inctirreci by tite County for t1ie collectioti of overdt,e accotints.
4. The montltily Villing shotilci be sent to tl►e nttention of; ,
NAME: Dave Marquis
ADDRESS: 33 S. Sixth St. - P.O. Box 1392
'9 .
CjTY, STATE; Minneapolis, MN
, . ZIp CObE; .55440-1392
P!lUNE (612) 370-5611
• 7 '
1 uncfetstanci that fnilure to ray iIiese fees may rGsult Ici dclay in camrletion or nnproval of ttie nroject oi
other rosslble sancliona.
(J tf Ihis fee agreemcnt ts oompletecl by soitleone Ollier t1iAn tlie Sponsoc (i,e., 1lie
rroject owner or a rrinciral In (lie f rtn snonsoting tlte rrajeet), sticli as Ilie Engineer
desjgning the rtnject, tliett writtett auttior ation from ilie Spot►soc speeiflc.nlly
n1ilhorizing llte Agettt to execide tlki ~Feeis nttacliecl to this Fee
,
. l ? Agreement: ~ .
:A ' . SIC3NATURF.. By: re,4-
Dave Marquis \
, (PRINT NAME) ~
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RECEIVED
F ~S WES--E?\ "JvL 2 91993
YMR
jEVE-0PVE\- WASHINGTON/OREGON/l ineerinz
July 27, 1993
f ~
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Robert Turner
SPOKANE COUNTY PUBLIC WORKS
DIVISION OF ENGINEERING & ROADS ~
~
1026 W. Broadway >w~,
Spokane, WA 99260-1070
PROJECT: SITE AT SPRAGUE AVENUE & EVERGREEN ROAD
SUBJECT: MEEYING - 7/22/93
IN ATTENDANCE: COUNTY STAFF
Robert Turner - Division of Engineering & Roads
Gary Nelson - Division of Engineering & Roads
DEVELOPER
2
Scott Shanks - First Western Development Services
Mac Whiteford - Kiemle & Hagoad
Jim Coleman - J.U.B. Engineers ~ ' !
Dear Bob: C
Thank you for giving us the opportunity to meet and discuss the right of way and road design standards
for Evergreen. Below is a summary of the issues we discussed:
roved to Ma'or Arterial
1. The conditions of rezone required that Ev6een be imp ~
~ g
Standards. This standard requires a 48,wide asphalt section curb io curb. The facility
would have four lanes and 6' of sidewalk on each side. A total 60~ ould be required
for right of way width. This would allow for 4' area on the bac 'of the sidewalk ~
for utilities. ~3 w~ I-
I ~
The survey prepared by Simpson Engineering indicates 30, of right of way from the o~ P~,,p
center (section line) to the property line. If this dimension is correct, no additional right ~
of way will be required to meet the Majo ~ Arterial Standards. The County right of way
maps indicate that the current half streei right of way is only 25'. This map may not
have been updated. The County will cF~eck the road files to verify which dimension is
~ correct,,7 If the survey is correct, no additional right of way dedication as a condition of
~ the rezone will be required.
~I
When and if the Spokane Valley arterial gets cohs ucted, Evergreen Road will be
expanded. This will required a 90' right of way. This would require an additional 20' of
right of way to be acquired from this properry. The County will require that some kind
of reservation, dedication, or acquisition will be agreed to for this area. In any event,
development will not be allowed in this area and building shall be set back from the
future right of way line.
19009 33rd AVE. W. FAX (206) 775-2775
P,O. BOX 6363 • LYNNWOOD, WA 98036 • (206) 775-6000
Robert Turner
July 27, 1993
Page Two
2. This project will be responsible for construction of half street improvements on
Evergreen based on the Major Arterial Design section. This would include a half width
street asphalt section. The curb return at the southwest corner of Sprague and
Evergreen is currently at 22'. In addftionl, the existing power poles running down
Evergreen are located 26.5' from the existing center line. This would place them in the
sidewalk area. The County would consider a 22' wide half section if the existing curb
' return and power pole placement creates an undue hardsnip to construct the full 24'
wide section. This request would be considered under a design verification. A form was
given to the developer to apply for this.
° 3. Storm drainage from the improved Evergreen would need to be collected and run into a
208 swale. J.U.B. Engineers has confirmed that there is an existing collection system in
Evergreen consisting of catch basins and pipe. This outlets to a 208 type swale in the
future Spokane Valley arterial right of way behind the subject property. County staff will .
review this drainage and advise J.U.B. if new runoff created by the improvements to
Evergreen can be channeled into this existing swale.
4. It is not known at this time if the widening of Evergreen will cause the need for signal
modifications. County staff directed us to contact Bob Brueggeman at Public Works to
review this issue.
We are proceeding with the project design based on the information received at this meeting. Please
review these meeting notes and inform me if there are any statements which need correction or
revisions.
Contact me at (206) 775-6000 should you have any questions.
Sincerely,
rIRSf WtSTcRN DEVELOP~V'itNT SERVICES, iNC.
Scott Shanks
Vice President
SS:rc
ESCNTY4
cc: Jim Coleman, J.U.B. Engineers
Jim Lord, J.U.B. Engineers
Dave Marquis
. n►~r, . , . b~~: b'lG «►.t
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A parcal of land in the NE~t of the NE4 of Sec. 22, T ,
. . DEC ~p 11 za PN'83 . ` . _1.i~, R. 44 E.W.M. , County oE Spokatt~, ~cate of~Trasiinalong
, described as tol7ows:
4VjWWl J. Zuocarinf, Yso. • 1Y1«1t~K C. GONAIlUE ' i• Beginninq at the NE ;orner of said Sec. 22: thente Weet, ,
/.901Tpp ± J alonq the :Varlh line nL sai.tl Zec. 2:, 330.00 ft.; thence S.
2, KelleY, et. aI. lIOKAHECtUHiP,WASN, 0000119"E., parallel aith the East line of said Sec. 22.
OIPUfY 30.00 ft. to the South R/fi line of Soraaue ave. and the
. Q~ euildira L 111u1111 . ( ~ , .
~ True Point of Ueqinninq; thence continuinq S. 0•00'19' E.
►hshlnaton 49201 603.52 ft. to the North R/t+l line of the former C.►t. a St. „
• • , P. R.R. (Spokane Co.); thence alonq said A/1i N. B9148'41' • '
. E., 300.00 ft. to the East R/19 line of Everoreen Road:
• ~ ~ thence alonq said R/ir N. 0000119" ti., 138.5l Et.; thence
«e3t 100.00 ft.; thz:ce N. 0000119' Ii., 300.00 Et.; thence
, •i ~ East, 100.00 ft. to,_he East R/W line of Everqreen Road; . ~ thence along said AiW N. 0•00119" W., 14.00 ft.; thence
• ro,~~e~ 'Nest, 150:00 ft.t thence N. 0100'19" W., 150.00 tt. to the
Statuioty Warranty Deed i 1 South R/w line of Sprague Ave. ; thence alonq said a/ti taest,
150.00 ft. to the True Point of 8eginninq.
. • ;
SUBJECT TO easements, covenants, restrictions and conditions
j' THE CAANTOR, FRED MEYEA, ItJC., a Delaaarc carperation, ~ of record. .
rw md te oomidmitoo ol TEti DOLIr1A5 1510.001 and other goad and valuable conaideration,
r 1ud p&id. mnrryt,nQ.unou a YAED MEYER REAL ESTATB PROPEATIES, LTD., an I'I C
~ Oregon limited partnerahip,
* ~ ftW em+~ ~lmiea tn a. caosr c4 Spokane ; Suus of • ~ ~ . ~f 0~~ l.
SEe ATD%QED
:i • ' , ' . • • •
' . , ' • . , I .
. . . ' ' . . . .
= . , . . ' , • . •
, , , . . ' ,I • ~ . :
, . . • 1
` . . . • ' • ' r ' ' ' , • ~
DA?ED thi; s 30eh dey of December, 1981. •
:%Cb.1ax 1 oA .283786 FRED MEYER, INC., d Delaware 7)
~ ~ ~ pd1 coration . '
~l ~
L •sxIvO ct~ a
a
r" tnaL
.
BY , % R
0
?AttZrtney-in L J2 ARI ' • . , ,
ac
t
QmitY Of Sp0ke1T19 I
C11 thi8 cby petgonally e:zeared tefore a+e 14aMQ. J. tUMNRIM, ta ma knoam ~ . . . , . . . , .
ot provcd ta ma W be the at:rmey-lmtact for FRm M'E3t, 111C., tM wrporatiaci • ' thlt execvted the rrithin aM foreqolnq inatnaent ard xlunowledgal said irstrtt- ~ ' ' • metrt ta be tM iree ard wluntary aet and deed ol said carporatian, fnr the uses
: md puy+naes thatein aentlcned, and m oalh atatcd Nat he is authorized ta exeacte . • . •
Wb Snutivroat an behali of the coiporatian ard lhot the eeal aEfixed la the ~ ' •
aarpaicate veal at aaid eorporatian. .
+ .
Ai MiViS WHEF=Fq I have hereur+to eet aY hend auvd eIlixed rty official ' ,
Ntl ' clay ad Qeoeirbnt~ 1993. . , . , ' .
~
• ' LY~. ~ i ` ' .
, wrnN'! Nau.tc oc eta sa,w • t~~
, at %a14111VlwnS emWSm ot 9joknre , '
~J
~
REVIEW COMMENTS
SPOKANE COUNTY ENGINEER
DEVELOPMENT ENGINEERING SERVICES
PROJECT B93082 REVIEWER: Bob Turner
PROJECT NAME: Target-Sprague & Evergreen DATE: 25 Oct 93
REVIEW 1
COMMENTS
GENERAL :
Please hand date your signature on your professional engineers stamp, typical for any occurrence of your stamp.
DRAINAGE REFOR'l' :
Paqe 2: Provide a roof detail showing that the roof is non-
asphaltic. Provide a catalog cut of the HVAC units. Building runoff
is addressed on page 10 of the drainage report. Pipe connecting the
drywells is allowed if the pipe is solid, not perforated.
Paqes 7, 81 91 10: Drywells are not considered as storage devices.
Paqe 10: Bowstring is only applicable when storage is provided.
Since drywells are not considered storage devices you have a few
options to pursue such as:
a. Divide the roof area by 15,000 square feet and this will
determine the number of type 'B' drywells with solid lids.
b. You can provide underground storage in the form of a holding
tank or other such device.
c. You can provide above ground storage in the form of a swale.
PLANS :
Sheet C4 of 9: The area circled in pink appears to have been left
out of a drainage basin. How will the flow be handled in this area?
Sheet C3 shows an asphalt travel path through here and sheet L1
shows landscaping. Please clarify.
Page 1 of 2
~
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•~~,,~iL ,Y'~ :'X•Ihd~~r - . , + ' - . '
I 1 94PR, •
~
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,i
♦ REVIEW COMMENTS
PROJECT # 893082
REVIEW # 1
20 Oct 93 Sheet C4 of 9(cont.): Connecting drywells with perforated pipe
does not meet the Spokane County drainage standards.
A detail showing how the two south swales are separated is needed.
The sanitary sewer manhole at the SW corner of the proj ect shall be
protected by an easement as detailed on the plan. Verrill Smale of
the County Engineers Department will be your contact on this item.
This easement will require a re-desiqn of your SW drainage swale.
The manner in which the south swales are being formed shall have a
letter from a geotechnical engineer verifying the quality and
nature of the soils.
The detail- typical 208 swale section -shows a 5 foot flat area and
a 2:1 max. sideslope. This detail would appear to allow the flat
area and 2:1 sideslope to extend over the property line on the
south swales. The grading for the swales shall stay within the
property boundaries.
Your inlet detail is adequate but there is an accepted County
Standard inlet included if you wish to use it. Provide calculations
for each inlet.
Sheet L1: Pines and junipers are not allowed in 208 swales or on
the sideslopes.
Each 208 inlet location appears to be blocked by landscaping.
Please provide a detail to show how runoff enters the swale.
The turnout on the south portion of the site is larger on this plan
than other plans. Please coordinate the plans so that the correct
turnout length is shown on every plan.
Sheet C9 of 9: Drywell details shall conform to Spokane County
Standards as the attached details show.
Sheet C5 of 9: Show the easement around the sanitary sewer manhole
and label the area around the manhole as 208 drainage area.
Sheet C3 of 9: Your asphalt section appears to cross a curb line.
Please provide more detail of the area in question.
The Spokane County Traff ic Engineer has made comments about proper
radiuses at each entrance. Please include these details in your
revised plans.
Page 2 of 2
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ti
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' x,: :t :`a ~.~`A4` • ,
~
. .
REVIEW COMMENTS
SPOKANE COUNTY ENGINEER
DEVELOPMENT ENGINEERING SERVICES -
PROJECT B93082 REVIEWER: Bob Turner
PROJECT NAME: Target-Sprague & Evergreen DATE: 25 Oct 93
REVIEW 1
COMMENTS
GENERAL:
VPlease hand date your signature on your professional engineers
stamp, typical for any occurrence of your stamp.
• DRA.INAGE REFORT :
J~ • Paqe 2: Provide a roof detail showing that the roof is non-
Q , sphaltic. Provide a catalog cut of th6 HVAC units. Building runoff
' s addressed on page 10 of the drainage report. Pipe connecting the
drywells is allowed if the pipe is solid, not perforated.
P~~/
~ "Paqes 7, 81 91 10: Drywells are not considered as storage devices.
Paqe 10: Bowstring is only applicable when storage is provided.
Since drywells are not considered storage devices you have a few
options to pursue such as:
,1.2
' a. Divide the roof area by 15,000 square feet and this will
~o~ determine the number of type 'B' drywells with solid lids.
4 You can provide underground storage in the form of a holding
tank or other such device.
You can provide above ground storage in the form of a swale.
PLANS :
Sheet C4 of 9: The area circled in pink appears to have been left
out of a drainage basin. How will the flow be handled in this area?
~ Sheet C3 shows an asphalt travel path through here and sheet L1
shows landscaping. Please clarify.
Page 1 of 2
jy
. .
REVIEW COMMENTS
PROJECT # B93082
REVIEW # 1
20 OCt 93
~ Sheet C4 of 9(cont.): Connecting drywells with perforated pipe
RP, does not meet the Spokane County drainage standards.
~A detail showing how the two south swales are separated is needed.
The sanitary sewer manhole at the SW corner of the project shall be
~ protected by an easement as detailed on the plan. Verrill Smale of
the County Engineers Department will be your contact on this item.
This easement will require a re-design of your SW drainage swale.
JThe manner in which the south swales are being formed shall have a
letter from a geotechnical engineer verifying the quality and
nature of the soils. W .n6b Lao ars-;-Z•
The detail- typical 208 swale section -shows a 5 foot flat area and
a 2:1 max. sideslope. This detail would appear to allow the flat
area and 2:1 sideslope to extend over the property line on the
south swales. The grading for the swales,shall stay within the ,
Pr~ erty b~o u~ ar'~e~s • ~ A:~.,,:~►a :J~ wc.l~~. -~►~G a••~.a.~- .•wPn~a_ ...w~1 eA,•
, ln.~~d c~v. Go . v4 u.> ,
Your inlet detail is adequate but there is an accepted County
JStandard inlet included if you wish to use it. Provide calculations
for each inlet.
V/Sheet L1: Pines and junipers are not allowed in 208 swales or on
the sideslopes.
,/Each 208 inlet location appears to be blocked by landscaping.
Please provide a detail to show how runoff enters the swale.
✓The turnout on the south portion of the site is larger on this plan
than other plans. Please coordinate the plans so that the correct
turnout length is shown on every plan.
~J Sheet C9 of 9: Drywell details shall conform to Spokane County
. Standards as the attached details show.
L/Sheet C5 of 9: Show the easement around the sanitary sewer manhole
and label the area around the manhole as 208 drainage area.
eet C3 of 9: Your asphalt section appears to cross a curb line.
~ Aease provide more detail of the area in question.
The Spokane County Traffic Engineer has made comments about proper
~ radiuses at each entrance. Please include these details in your
~ revised plans.
Page 2 of 2 .
r
• 1 _
J-U-B ENGINEERS, Inc.
- ENGINEERS • SURVEYORS • PLANNERS
f`JoU-B,1
1lovember 4, 1993 1250 Ironwood Drive, Suite 220 Coeur d, Alene, iD 83814
OFFICIAL PU6lfC DOCUMENT 208/667-1574
I~~Ir. Robert Turner, E.I.T. SPOKANE COUNTY ENGINEER'S OFFlCE . FAX: 208/667-2176
Spokane Count}► OR ~ ~
W. 102b Broadway Avenue G V A
Spokane, WA 99260-0170 PRO.IECT # 6 1?aoO 7- q ~
SUBMITTAL 00993 {
~
Dear Bab: RETURN TO COUNTY ENGINEER
Spokane - TarQet Enclosed are the revised drawings per your comments and phone discussions. 1 have
included all information regarding the roof of the building in theStormwater Repflrt. A.ll otrer
chdnges have been made according to your reque5t except for:
1. The arEa c;ixcled on Sheet C4 is not a permanent road but a temporary consuuctien road
which will be removed and landscaped prior to project completion. Therefore, it does not
:•equire swale. Please re.fer to Iegend and riotzs.
The sanitary sewer manholz has been provided with a 20-foot easemenL The access road
reqtested by Verrili Smale is 14-foot wide and offset as shown. Slope or swz]P in thi-s
easement is acceptable as ;ong as the access has been maintained.
3. A, letter from the geotechnical engineer regarding -the fill in the swale ateas wi11 be
d-vli3vered to you by Budinger and Associates.
4. The 2:1 slope of buile-up swate section its not designed to encroach on the adjacent
property. 'I "tZe 2:1 slape begins at the property line sloping up to an elevation of 11.20
or 6.80 at the five-foot wide bznch ior swale II and III respectively: The interior aide
slope is 3:1 tc the swale bottom etevation. Plan sheet C4 shows two linocs spaccd f.ive
fzet apa.rt which indicates the bench. Thes.- are within the property limits.
5. The west approach has been provided with a 30-foot radius on the entrar_ce si:iP. Itenns
discussed anc3 agreed upon with Bob Burgerman were, WI3-50 truc;k nurnir.~, s~~r1~C
straddling of the adjacent laiie line on Sprague and coinplete eneroachmer.t o:; VilG exitino,
traffic iane of the approach. A 30-foot radius meets these criteria and lim;ts
encroachment or the radius past the westerly property line. A detail is enclos:,a.
I have enclosed your original redline drawings as requested. Please call if you have any
questions.
Sincerely, -
J-U-B ENGINEERS, I.nc. .
Michael R. L'uma.klca, F.I.T.
1MRL/ar
Enclosures
. ~
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4Q1 • ~ SCALE
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Q (
' 18.5 . .
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DEVEIOPED FOp - - . ' . . ~ . . . . . . _
TRANSPORTAr10N DESIGN TECHNIQUES INC.
By JaCk E. LNaCt1 Q AssaCiates Q 1977 _
. I ~ f
! I
I
30'
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'93-11-05 12:39 P.1
.
• e , •
seM E eroaa...y sookan., w••ninoton "2oz
budinger & associates
~ geotechn+cal & rnaterial engineers
rAX TRANSMITTAL FORM DAT'E
To: B~060mrvr rier
- FAxrt z 4f W.Srf~
~
TEL #
FROM:
BUDINGER b ASSOCIATES
FAX # (509) 535-9589
l ' -_1 _ ~ ~
J ~
TEL # (509) 535-884I 5 1993
NZ1?iBER Of PAGES INCLUDING THIS COVER PAGE ~
COI4iENTS :
Please call if any pages are illegible or if you have questions,
?hank you!
r...~
F.C.Budlnflor PE
~Rne~ ~~~_nQe,
'93-11-05 12:40 P.2
.
~ , . .
3820 E. Broadway Spaken@, Weshinqton ~201
L
budinger & associates
r geotechnical & materiai engineeis
First Western Development November 5, 1993
P.O. 6ox 6363
Lynwood, WA 98036 Project Number S93149
Attn: Scott Shanks
~ PROJECT: Target Store
East Sprague & Evergreen
Spokane, WA
, SUBJECT: Geotechnical Exploration 8 Analysis
Addendum #3
Qra i nage Swa 1 e F i 11 Eva 1 uat i on
Gentlemen:
At your request, we have evaluated the possible affects of fill materials
on the performance of drainage swales and drywells at the subject site.
Our technician (Ray Pearson) observed fiil being placed in the swales
during site visits conducted in October 1993. Our technician noted that
fill being placed in swales in the south and southwest areas of the site
cornprised on-site native gravels. However, the technician did note that
a small amount of organic content and a slightiy higher silt content than
the observed "nat i ve" mater i a 1 was i nc 1 uded i n the f i 11.
The additional organics and siit likely resulted from a lack of care in
separating cut material from the upper stripped vegetative layer. Since
the amount of intermixing appeared to be small, the fill being placed in
~ the swales could iikely be considered native gravels albeit with a
slightly higher organic and silt content.
F.C. Budinper PE
(509) 535•8841 StAnhRn D Wiirnho►t FIT
'93-11-05 12:40 P.3
l. ~ Target Store Project Number S93149
East Sprague & fvergreen Addendum #3
Spokane, NA
Mle understand from a review of grading plans by the engineer (Jim Coleman,
JUB Engineers) that the maximum depth of fill in the swale areas was
approximately 6' , although the ma jority of the f i 11 was about 0' -2' thick.
Further, it appears that the only fill greater than about 2k' was located
at least 60' from any of the drywells.
As such, it does not appear that any of the fiil placed in the swale areas
wi 11 be uti 1 ized to percolate stormwater from dryweils. As a fi 1 i below
the grass and topso i 1 of the swa les , the somewhat h i gher organ i cs and s i 1 t
content is not expected not affect percolation since its permeability is
likely at least several times greater than that of the sod and topsoil.
The estimated fill depths presented in this Addendum and used in our
analysis are based on data provided by the engjneer (JUB Engineers).
we hope th i s Addendum adequate ly addresses dra i nage concerns from f i 11
materials used in the construction of drainage swales at this site. If
any further quest ions should ari se, or if we may be of further ass i stance
in this matter, please do not hesitate to call.
Respectfully submitted,
BUDINGER & ASSOCIATES
JEF/me 8y: John E. Finnegan, EIT
Addressee - 3 Staff Engineer
budinaer & associates
.
S 17 O IG n .N ~ ~ ylaf C O lJ N -I1 Y
- - ~ '
Or-RcE or- Ti-iE CouNrv ErvcINecR • A DcvisioN oFTf-tc PuauC Wowcs D`rnrirMr:Nr
RonaId C. Hormann, I'.E., County Engineer Dennis M. Scott, P.E., Directar
.r- -,......y
. , - August 13, 1993
Mr. Scott Shank, Vice President
First Western Development Services Inc. ' ° . . P.O. Box 6363 rr,;•' , , . . Lynnwood, WA 98036 ' ' ....r . _ , . . . • • d' i •
Subject:~~.Evergreen and Sprague - Southwest Corner ' P ,i ..~..y~ . _ . ..;__w . _ .
Dear Mr. Shanks: . . . _ . . . . .
As discussed by phone on August 12, foltowing are pcoposals for road improvement and right of way neerls' in
conjunction with your development of property at the southwest corner of Sprague Avenue and Evergreen Road:
1. Vacation of Second Avenue right of way - would propose the vacation of the 60 foot wide Second Avenue
right of way adjacent to the southwesterly corner of your property in exchange for comparabte property
you have on the south side of the future arterial road on the Old Chicago, Milwaukee and St. Paul
(CMBcSP) Railroad right of way .
2. Evergreen Road - Would propose Spokane County make improvements to Evergreen Road, consisting
of curbing, drainage control, pavement widening, striping, signing, signal work, etc. to provide for a 44
foot wide roadway from Sprague' Avenue south about 190 feet, then 42 feet wide from there to the
CM&SP Railroad right of way, which will be adequate for a turning lane and two thru lanes, in exchange
for the dedication now of the additional 20 feet of right of way along the west side of Evergreen Road
between Sprague Avenue and the CMBcSP Railroad right of way. You would provide a plan for this
improvement. 'The schedule for completion of the improvement on Evergreen would be to have the work
done before July l, 1994.
ot ,I.t
Future widening of Evergreen would be the County's cesponsibility.
We trust arrangement is satisfactory to you. Please advise.
Very truly yours, Ronald C. Hormann, P.E.
gineer
j
~
Spok e /ale
.~d-~~~-~tVerri( SEngineering Aciministrator
1wv<<Nevcr&rocr,.8pr. g.b
W. 1026 Broadw,ly nve. Spokane, WA 99260-0170 (509) 956-3600 FAX (509) 456-4715
" ~ ~1%4vvUvU, WA 98U36 • i~~~,
, F'RST WESTERN
DEVELOPMENT SERVICES Development and Project Management
November 23, 1993 *VIA AIRBORNE EXPRESS*
ry
Mr. Verril Smaie
Engineering Administrator
SPOKANE COUNTY
OFFICE OF COUNTY ENGINEER
1026 W. Broadway
Spokane, WA 99260-1070 .
~
PROJECT: TARGET STORES
SUBJECT: RIGHT OF WAY AND IMPROVEMENTS AGREEMENT
Dear Mr. Smale:
Enclosed are two copies of the right-of-way and improvement agreements with original
signatures from Target. Target will send the agreed deed to escrow for recording as
soon as they receive one of these agreements signed by the County Engineer.
Please have this signed immediately and send to me. Target is desperate to obtain
the building permit.
Thanks for your help. Call me at (208)775-6000 should you have any questions.
Sincerely,
FIRST WESTERN DEVELOPMENT SERVICES, INC.
~
Scott Shanks
- Vice President
SS:mb
ESTCNTYI
Enclosure
cc: Dave Marquis, Target Stores
19009 33rd Ave. W. LYNNWOOD, WA 98036 (206) 775-6000
P.O. Box 6363 FAX (206) 775-2775
U i 10 : 57 art' F f,OP~ E. SPOKAPJE TARGET P02
. •
. • . .
r
ry '
RYGH1' UF WAY AND IZViP''YtOVENiWNT AGiREEviLNT
Dayto'fn-HudsoA Corppration, riRA► Tatla Storei, hes4by egroos tv grant to Spokane County a soad rfght
of way as deuxlbed on FxhibiL "A" attached And in oonsidsrAtlon theraof Spokana County wlft cause
the imprvvemcnt of Evergreen Road fs,om DAytaa-Hudson'i North property Ilne Souuth to the forntor
Chi=go, MUwaukoo, St. Paui 12gilt+oad (C,M.S.P. RR) tight ot way, naw coUnty property, by
oanstruation of curbing and paving as showmm pn sypical section marked Exhibit "8" atmched. T'lic naad
. improveniant Including driveway approache9 to Dayton•Hudsbn'& propetty to bc Completed by Iune 1,
1994. DaytQn-Hudson agro4s to have plans f+at lbo ro8dway impmvement prcpaod by theit con.4ultant
for approvai by spokane County, lncluding sn estitnQtb of quantitics of work fot bidding purposes.
Plrrthac, Spt>kane Councy agrees us vaaato a roaC right of way called Secand AYCnua as desoribed on
Echibit "C" attachod, BQjacmt to Dayton-Hudson'a property In exchange far the dodicadon of a portion
of pnppcrty on the 8outh sido of the fo,rmer (G.M.S.p. RR) ea described on Right of. w4Y Dcad nuricod
as 8xhtbit "D•. Aleo $gokane County qr= that the futute widening and improvement of livorgreen Road will be
accortiplf shod by Spokar►e County at no ezp"se io DAyton-Hu4son ot their sue,msors ot assigns.
8Coun=y Dayton-x C o r ra t i n
~
B B
y
Sp0lcg" County► Sngbnm Edward J. Biarm3n
V;ce Presldent
Targei Stores
l st WESTERN DEV,. TEL ~Vo .l~ue~~~tri ~ I I U v 1:,, yV
~ . , .
.
,
EXHIBIT A • ~
. ,
45321.4001
•
po~~iori o! 11~aeseors Parael i~o. 45221•9002 ~
'FMl .9003
' 45Z2~.9005
.SPOXXNE COU'NTY ]NGtl,iUMNO UIDPARTMFNT spokane Caunty, Weshihqton '
RIQHY Of WAY DL~LD
. ,
Z N TH E MATTER OP _ avergS ee~n ~ao _ R? No 2100 ~
. ,r~-ti
KNOW ALL MEN SY TKBSg PRESMB, that ~ nAYTON WJpBQN tARFORAT20N, ~ No"
tvinnesoto Cvzporation,
1
Far nnd in oonsideration oP Mutuell risnezits~ grarto at,d oonvexa to
Spokan• oounty, the t411owin c~ssotibed paxvel, ot land, site~ntisd Sr
spokan* Oounty, OtAta e~f't~avh~ngton, to-Wits ,
.
• . .
, . • t •
'rhs East 54.00 leet ot tltie- South 4524$ ioot Ot th• Nosth 632.53 0! the
No=theait Quartsr at tbdi~o~t'he~Ot •~uas'~er.
ZxCEPTt avoiLgzovn Rved ,
Located in 84ctiOn . 72 Town•nip ~ North, xanqe 44 Eastf w. M.
i
To KAvV ANn To xoLD the same', unto the oaid syokane Countiy Por the
purnases ot a publio road f0rsvex. iN wiTNPSS WHER$0P, the urtderal&n4d ia OaugW thla in8trument to ba awutcd thla ,
d ay of 1943 , . '
;
, , .
DAYZ'nN HvASort co"oltATYON, pY l~~,
a Minr+eavta Coxporation
(Tarqet)
T2=l
l~ I~+w~r M R '
S1''a7'E OF WASHINGTON ~ ' .
COUrrrY O);; SFOKAM
► , .
I ccrts!'y+ chAC I k11pw or havo adsft4tory+ etvO4nce thAt
is the person who appeared, bmfore 'ttte, •od -saic3, pa~soR e~a~ovl~l~dSed tH~t -(s~he) ei~i~~d thls
instnumc~nt, on oath -scatesd that (h~lmhe) was'-aUtho;siad'to'oKeouta the 3ngtnsmatO and acknowledged it
8S the , 6enijLz Vice-DrAifiatlt• "OA'D fi,0;% Ii1t li oY,poratin ~
to be che fro4 at+d voTunuLy aat of su;h patY fOr the ums m2 putposes mentionein a iristrum~t.
0
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Dat+Gd: , .
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o Pu~ androc thd 5tata of
WUh tan, teddlnj et Spakane. ' ~ ro~►.yttbnar~,w4eedl~ca~
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1~-~~ ! 0: 571M FRa1Yi E. SPOKANE TAAGET
t'U4
1 S t^Wk~;I~LkN DE.V. TE1. NO . I1C161 e52 t r 5 fVDV I y. y,S y: 1 1 Np. UUS N. U5
rr. , t . • • • ' , F.XQiTDt2' C
.88goRE THB 84ARD Op COUNTY COb"MSIONERS OF SppKANB CMN'I'Y, WASHiNG'TON
RBSOLUTION N0; 93 1406
Irr zrxs MaTTEx aF . ~ AMIMRD
YACATI4N ON ) 'MOlMC)N
SECOIdD AvSN[l$ • ) MR VACAT1oN
~
COUN'!'Y' P.NGIHBBR'S ROAn F= Np. 1840.26
Z"bih bainS the 4ay get fbf th0 ha6cIGR - Gn tbb COtlnty Failln*er'e Report oA SECOND AV'FNii'Ro
pcaccedinia for wbich werd Wd&W br Ptdtmluary Rosolutlon 93-1038, od ic apponring to the Board On qroof
duty wado rhdc notlce of the baarWg arlu published ar~i po" La the ananm anQ for the tima reVired by law,
ana tho 8oard eRar beartni tht evidG»4o adduoed et the heattng and !t 4ppaattnS that the hsroinaftar deaortbM
sZCoND Av73$UEp is tastas &Ad thu um ia no iaugsc nWad as a pait ot thQ gatc&t road syscam wEthin the
Couaty and that ths publtc w111 be beaOtW by aucb vAodoa.
THBRMFQREs SR Tr RBSQLV'AM by th• Board oP Caunty Coaunlsstoners of Spnkgne Govnty,
Wasbtnacoa, that thG hOrelnattet doaosibtd poztion of publio roid ta-wit: SUGOND AV"EN[M •60 bet wlde, IR the North ha1f ot the NottheW Qua= of the Norch"st
Qu"r of Section 22.'ibwohtp 15 Nottb. Rago 44 E.W.M. " descrtbad 1n rltht of way dead
tUed t►& Dnc,meat No. 7306000341n VOjudie I65 Pagt 276 !n the OMee of the Spokano County
Audltar. '
, I.oCatad in the Nortbeast Qundt (n 1/4) OP Sectlaa 22, TowAthip 25 Noat kaqe 44 iI.WiM,
bs atsd the antne btreby ta vaeated in aacotduw* with the provialont ot Chtptac 36.87 R.C.W. Subjec:t tn the
caWfir,agoa by County Eng1near ro ClarY of the 8oard that oomparable proparty has Dow dedica:od for roid
putp0448 On soutb sid8 of Chice,ta, Mqwat*ep od st. Pavl IUiitoad =lght oP way. Raon►Ing therein an eutmenc
for ainscary eowa purposea avar the Weat 45 l9a of the Sovth- 35 fe0t of uId vecated property. This resolutiaa
ameW and suponedes Resolutiast No. 93-1161.
PASSW AND ADpPM by tha Board of C.ounty Commiagto»ars otspoktne Coaniy, Weshinpon, thia
9ch dey of Kovember, 1993.
BqARD OP *COUK?Y COMM1SStONBR,S
Op' 3POKANE COUNTY, VIrASHtNCrI'OA1
I'sttiela A. Munun air
~t~Ydn X
~
~
A'T'I'&ST: OWMIJAM F.. UONAHUS
C OF THS StSARD
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aY
DgpUTY
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9-93 l Q: 571M FR0M E. SPOKANE TARGET
1 st.WESTtRN DEV . TEL No . 1206775277 . ' . , _ ~Or
. 5.• NG v 19,93 9:11 NO.003 P: R'v
. . . . KXIiIB]'T 1)
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.
y~zfs3.on o! A0510550xo Parool 45=23'.9199
SpOKANffi COVNTY SN0iNIFRINa bE81►.RTMZNT
spokan• county, waahinqton
_ RiQN3' Qf WAY COED
zN THE idAVrER aF 9ovtb'vaii• Rrterisl , RF Np, 2644
KNOw ALL MEN BY TKISE PRZSENTB, thnt DAY'1'ON HUDSON CORpOPATSON, a
. . , l. . ,
' ~:Jrj t t,•~,~..; + .
~ Minno~~ Car xstxon,
,
For and in aonviderbtio» ot Xutua1 Bonalits, 9rante &nd aonvaye to
Spokeme CouMty, the fo3.lowirig detQx`ibed pa~Co01 0f lend, situated ~.n
spokane County, st4`te of Washiinqtan, . ta--witi: •
The warth 105.00 fOat of tt~'4140+lnQ dlsoribed parae2 0f land loaAtod -in the Northeest Quartar o! •the Dtorth4st QUaYter of gectscsi 22, Toanship 25
Ncrttt. Renq• 44 Baat, W. H. i ' •
Roqlnninq at the Noxthan►st aoxnor oE'eaid Seoti.on 221 thendo •lonq the Sast
lin• of said eoctiion 22;'S"01000119" g, a 8irtaAce ot 67S,41 fCQtv thenas
B 69048141" W, a diptsncs Qt 329.76 last; th•naa s 00•00046" w, a QS.stdnr• o!
57.00 feot to the 80uth A1.qht bi WSy lina of the lora+er C. M. a 8t. P. Et eR,
anA the True Pointi ot lb0ql.nttfng) thtnco cantinuing a 000000060 We A distame
ot 281. 2S leetf then0• N 89059' 91" W, •,d3aCan0e of 164,96 feeCs thenoe
' N OooOO' 19" W, a disteac• af 290.69 feek t,a the atoroiAia c. M, o Rt, p. R. A.
Riqhb of Way) thano• slonQ edid R3ght: of way N 8048141" B, a dietanoe a!
364.49 lost to the True poink of ZqpinKinq.
Locatsd in eection Townohiy Ncrt~s, nan$e 44 ~ EaBt, w.rs.
TO UAVE ANO TO HOLD the mtms, unto tha sa3d .91pokan• County for the
purpdpag of a publio road t'ozevero •
tN wITNESS WHEkEOF, the Unddtilgned has cavsed ibii iristrumtnt to bo ooceauted on thls.,."NOMMINOW
day of .1993
,
DnYTON yUDBQ~ ~~ORATZONs ~iuii~a ww~ i r.n r
a Mfnt►esota Corpoxstson UAM
1 Tnrqet ) TzTLi
STATE Of WASHINOTdN • • ~
CQUN'I'Y OF $P4KANB ' ~ ~ B8 ' •
I ccrdfy chac Y know or havo sattstatary OWOoncd ow~,
i s the per s 4 n w h o Ap p a a r e d b e t oe'm a, •4nd uld - pcrwn a 4 k nawl B d g"ed th'at- ~ ~(hel8~ha~ s3Snsd this
lnS t N n l e i t l, o n o a c h a tatbd t h at ( ho/ s h a ) w a s`4u t h a r i z o d' t s'eJtta.Ut6 the i n$ctsraent and wk4owle~se4 !t
at the eeoiot V,i~o-pze ~ e" • pt,PjHvdBOporatien '(Target)
to be thc free Md vOlutttary $00 s11ch jmy•for thd vm ahd purgoscs mondonod !n tha Inatrument.
. , , .
!~a tod ; . `
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o pu o rn and t ro h8 St~~ to
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11-19-93 09:12Abf ppa
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BEFORE THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHIIVGTON
RESOLUTION NO. s~ 1'~~C~~i
IN THE MATTER OF ) AMENDED
VACATION ON ) RESOLUTION
SECOND AVENUE ) FOR VACATION
COUNTY ENGINEER'S ROAD FILE NO. 1840.26 )
This being the day set for the hearing on the County Engineer's Report on SECOND AVENUE,
proceedings for which were initiated by Preliminary Resolution 93-1038, and it appearing to the Board on proof
duly made that notice of the hearing was published and posted in the manner and for the time required by law,
and the Board after hearing the evidence adduced at the hearing and it appearing that the hereinafter described
SECOND AVENUE, is useless and the same is no longer needed as a part of the general road system within the
County and that the public will be benefitted by such vacation.
THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Spokane County,
Washington, that the hereinafter described portion of public road to-wit:
SECOND AVENUE - 60 feet wide, in the North half of the Northeast Quarter of the Northeast
Quarter of Section 22, Township 25 North, Range 44 E.W.M. as described in right of way deed
filed as Document No. 7306080034 in Volume 165 Page 276 in the Office of the Spokane County
Auditor.
Located in the Northeast Quarter (NE 1/4) of Section 22, Township 25 North, Range 44 E.W.M.
be and the same hereby is vacated in accordance with the provisions of Chapter 36.87 R.C.W. Subject to the
certification by County Engineer to Clerk of the Board that comparable property has been dedicated for road
purposes o❑ south side of Chicago, Milwaukee and St. Paul Railroad right of way. Resecving therein an easement
for sanitary sewer purposes over the West 45 feet of the South 35 feet of said vacated property. This resolution
amends and supersedes Resolution No. 93-1161.
PASSED AND ADOPTED by the Board of County Commissioners of Spokane County, Washington, this
9th day of November, 1993.
BOARD OF COUNTY COMMISSIONERS
OF SPOKANE COUNTY, WASHINGTON
Patricia A. Mumme air
~
Steven H v
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D. . Chilberg
ATTEST: IAM E. DONAHUE
CL OF THE BOARD
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i
; - TARGET DEPARTMENT STORE
SPR.AGUE AVENUE AND EVERGREEN ROAD
_ SPOKANE C OUNTY, WASHINGTON
STORM WATER RUNOFF
STORAGE AND DISPOSAL
CALCULATIONS
PREPARED FOR:
FIRST WESTERN DEVELOPMENT
SC
• o
. 4
29233
STER \
f'~~0 N A 1.
ExPIRE3
November 5, 1993
PREPARED BY:
J-U-B ENGINEERS, Inc.
, 1250 Ironwood Drive, Suite 220
; Coeur d'Alene, Idaho 83814
~
PUR.POSE
The purpose of this report is to submit, for approval, the
assumptions calculations, and design of the roof and site drainage and
drywells for the proposed Target department store.
' The information in this report will provide calculations for the
following:
. Drywell Sizing - Drywells are sized as follows: Type "A"
drywells will be assumed to handle 5,000 SF of surface runoff.
Type "B" drywells will be assumed to handle 15,000 SF of
surface runoff. Where this relationship is exceeded the
; Bowstring method of runoff calculation will be used to justify
the drywell selection. Outflow capacity of Type "A" drywells .
is assumed to be 0.3 CFS and 1.0 CFS for Type "B" drywells.
. Drainage Structures - Pipes, ditches, and other drainage
conveyance structure sizes and geometry will be justified with
calculations. Runoff is calculated by use of the Rational
Method.
Other infornaation provided with this report will provide the
following:
• Grades - Contours and spot elevations are provided on
attached drawings. One percent minimum slopes are used to
convey runoff across paved swrfaces where concrete curb and
gutter are not utilized.
• Pavement - Attached drawi.ngs indicate where all travel
surfaces are to be paved unless a paving waiver has been
granted.
• Approach Permits - Copies of approach permits from the
appropriate government agency are include for all new
approaches and those which have been altered.
. Swale Cross-Sections - Typical cross sections of swales are
detailed. Details indicate sodded side slopes not steeper than
2:1 for up to a maximum of 12 inches depth. Swales which
are greater than 12" in depth will have 3:1 side slopes.. The
tops of swales are a minimum of 2" above the rim elevation of
, drywells to provide freeboard for stormwater overflow into
~
drywells. Elevations - Both bottom of swale elevations and dry-well rim
elevations are indicated on attached drawings.
-Calculations have been made in accordance with the Spokane
County "Guidelines for Stormwater Management".
EXISTING FACILITIES
The proposed site is a 9.85 to 10.24 acre site, depending on
whether or not a right-of-way vacation is granted. The site fronts
Sprague Avenue on the north and Evergreen Road on the east.
Currently all runoff from the site flows to low points on and off of the
site. Presently there are no stormwater treatment and disposal facilities
on the site.
PROPOSED FACILITIES
The proposed facilities are parking facilities and a 96000 SF Target
building on Lot 1. This building is planned to be expanded by 8400 SF
in the future. Lot 2 is 0.73 acres of the entire site for a future store pad.
Buildimr, Runoff
The 96000 SF Target building and 8400 SF expansion will be
tightlined directly to seven Type "B" d.rywells at the rear of the building.
All mechanical equipment on the roof of the building and roof material
will not contain oils (see details in Appendix). The seven drywells are
interconnected by 8 inch pipe to equalize flow between them.
Parking Lot Runoff
The proposed parking lot is divided into three drainage areas, I,
II,and III. Area I sheet drains to the north to a 2853 SF grassy swale.
Area II includes Lot 2 and sheet drains to the south to a 13200 SF grassy
swale. Area III also drains to the south to a 5007 SF grassy swale. The
--area provided for infiltration in each of these swales is greater than.what
_ is required to store 0.5 inches of runoff at a six inch depth.
; The largest peak flow runoff occurs in Area II. Two inlet structures
y
i
: convey the maority of runoff to the swale here. The 10 year peak fiaw
,
to the two inlet structures is 10.29 CFS. The combined capacity of the
inlet structures is 10.92 CFS (see App-endi.x). Drai.nage Axea III i~ the
~ next largest clrainage area. It has apeak flow runoff off 3.45 CFS whieh
is less than the inlet structure capacity of 5.46 CFS.
f-
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DETENTION BASIN AND DRYVVELL DESIGN
0-
DRAINAGE A.REA I (See Figure I)
. 1. Paved Area 33,950 sq. ft ~
2. Swale Area Requirements (1/12 Ratio)
11208" 6" ponding depth, area 2,830 sq. ft.~ .
_Effective Ave. Width 12.85' in/8" "STEP" back of walk
Effective Ave. Length 222'
Area Available 3,000" > Area Required 2,830 ~
3. Dry Well Requirements (Bowstring Method)
TYPe "A" 1 ✓
Type "B" 0
2
DRAINAGE AREA II ~
1. Paved Area 156,580 sq. ft. ~ 2. ~Swale ,Area Requirements (1/12 Ratio) ~
208 6 ponding depth, area 13,048 sq. ft.
Effective Ave. Width 32.92 w/2' Back of Curb
Effective Ave. Length 432' Area Available 13,200 > Area Required 13,048
3. Dry Well Requirements (Bowstring Method)
Type "A" 0 Type "B" 1
~
DRAINAGE AREA III ~
1. Paved Area 52,523 sq. ft.'/
2. ,Swale ,Area Requirements (1/12 Ratio)✓
208 6 ponding depth, area 4,377 sq. ft.
Effective Ave. Width 58' w/2' Back of Curb
Effective Ave. Length 100'
,
A,rea Available 4,850 > Area Required 4,377
3. Dry Well Requirements (Bowstring Method)
Type "A" 1
Type "B" 0
ROOF AREA
1. Roof Area 108,000 sq. ft. = ~ 5,~ ~•2
3. DrY Well Re uirements (S uare Foota e Re uirements
q q g q )
Typ e "A" 0
Type "B" 7
;
5
; i
BOWSTRING METHOD DETENTION BASiN
DES[GN AND ANALYSIS, POST•DEVELOPMEVT TARGET - AREA I
T'IME INCREMENT (MIN.) 5
' TIME OF CONCEiNTRATION (MIN.) 5~ CALCULATED BY HAND
* OUTFLOW (CFS.) 0.30 DEPENDANT ON DRAINFfELD DESIGV
DESIGN YEAR FLOW (YR.) lp ✓
# AREA (ACRES) 0.78`ooo' INp[l'I' pREq
* DEVELOPED "C" FACTOR 0.90'00" CALCULATED USING WEIGHTED "C" VALUES
' AREA x "C,• 0.70'~
DRALNAGE AREA (SQ. FT.) 33976.8
LVIPIItVIOUS AREA (SQ.FT.) 33950 r BASIS OF iMiNiMUM GRASS SWALE AREA
TIME INC. T[ME INC. INTENSITY Q DEVEL V IlV V OUT STORAGE
, - - (MIIN) (SEC) (IN/HR) (C'FS.) (CU. FT.) (CU. FT.) (CU. FI'.)
10 YEAR CIJRVE 5 300 3.18 in/hr 2.23 897.41 90.00 807.41
10 600 224 in/hr 1.57 1103.88 180.00 923.88
15 940 1.77 iNhr 1.24 1245.03 270.00 97 L~, 500 4J
20 1200 1.45 in/hr 1.02 1325.31 360.00 965.31
25 1500 1.21 in/hr 0.85 1360.77 450.00 910.77
30 1800 1.04 in/tu 0.73 1388.61 540.00 848.61
35 2100 0.91 in/hr 0.64 1406.68 630.00 776.68
40 2400 0.82 iNhr 0.58 1440.25 720.00 720.25
45 2700 0.74 inThr 0.52 1455.58 810.00 645.58
50 3000 0.68 in/hr 0.48 1480.77 900.00 580.77
SS 3300 0.64 in/hr 0.45 1528.45 990.00 538.45
60 3600 0.61 in/hr 0.43 1585.27 1080.00 505.27
65 3900 0.60 in/hr 0.42 1685.64 1170.00 515.64
- 70 4200 0.58 in/hr 0.41 1751.60 1260.00 491.60
75 4500 0.56 in/hr 0.39 1849.14 1350.00 459.14
80 4800 0.53 in/tu 037 1823.84 1440.00 383.84
85 5100 0.52 in/hr 0.37 1898.94 1530.00 368.94
90 5400 0.50 in/hr 0.35 1931.20 1620.00 311.20
95 5700 0.49 in/hr 034 1995.77 1710.00 285.77
100 6000 0.48 inlhr 0.34 2056.13 1800.00 256.13
**VIN=1.34iQDEV*c FOR t<=Tc V IN - Q DEV * t+.34 * Q DEV * Tc FOR t> Tc
REQUIRED SWALE VOLUME 1415 CUBIC FT.v/
TOTAL STORAGE AVAILABLE 1500 CUBIC FEET > MAR. - 975.03 v
OUTFLOW,
TYPE "A" DRYWELLS 1@ 0.30 cfs - 030 cfs
TYI'E "B" DRYWELI.S 0@ 1.00 cfs - 0.00 cfs
TOTAL = 0.30 cfs
I
BOWSTRING METHOD DETENTIOV BASIN
' DESIGN AND ANALYSIS, POST•DEVELOPMEVT TARGET - AREA II
TIME INCRENIENT (NIIN.) S
* TIME OF CONCENTRATION (yffiN.) 5CALCULATED BY HAW
OUTFLOW (CFS.) 1.00 ~ DEPENDANT ON DRArNFIELD DESIGN
DESIGN YEAR FLOW (YR.) ip✓
! " AREA (ACRES) 3.60✓ INPUT AREA
; ' DEVELOPED "C" FA(.'TOR 0.90 ✓ CALCULATED USI~~IG WEIGH'TED "C" VALUES
AREA a "C„ 3.24 ✓
QR.AINAGE AREA (SQ. FI'.) 156816 ✓
~ IMPERVIOUS AREA (SQ.FT.) 156580 BASIS OF MINLyi[JM GRASS SWALE AREA
I •
TIME IiNC. TINIE INC. INTENSITY Q DEVEL V IN V OiJT STORAGE
(MIM (sEC) (U►MR) (cFS.) (cu. r-r.) (cu. Fr.) (cu. Fr.)
, 10 YEAR CURVE S 300 3.18 in/hr 10.30 4141.89 300.00 3841.89
10 600 2.24 in/hr 7.26 5094.84 600.00 4494.84
15 900 1.77 in/hr 5.73 5746.27 900.00 4846.27
- 20 1200 1.45 io/hr 4.70 6116.80 1200.00 496.80
25 1500 1.21 in/hr 3.92 6280.48 1500.00 4780.48
- 30 1800 1.04 in/hr 3.37 6408.98 1800.00 4608.98
35 2100 0.91 in/hr 2.95 6492.38 2100.04 4392.38
40 2400 0.82 in/hr 2.66 6647.31 2400.00 4247.31
45 2700 0.74 in/hr 2.40 6718.08 2700.00 4018.08
50 3000 0.68 in/hr 2.20 6834.33 3000.00 3834.33
55 3300 0.64 in/hr 2.07 7054.39 3300.00 3754.39
60 3600 . 0.61 in/hr 1.98 7316.63 3600.00 3716.63
65 3900 0.60 in/hr 1.94 7779.89 3900.00 3879.89
70 4200 0.58 in/hr 1.88 8084.32 4200.00 3884.32
75 4500 0.56 in/hr 1.81 8349.87 4500.00 3849.87
80 4800 0.53 in/hr 1.72 8417.71 4800.00 3617.71
85 5100 0.52 in/hr 1.68 8764.33 5100.00 3664.33
90 5400 0.50 in/hr 1.62 8913.24 5400.00 3513.24
95 5700 0.49 in/hr 1.59 9211.26 5700.00 3511.26
100 6000 0.48 4n/hr 1.56 9489.83 6000.00 3489.83
#*VIN =1.34*QDEV*c FOR t<=Tc VIN-QDEV*t+.34*QDEV#Tc FOR t>Tc
REQUIRED SWALE VOLUME 6524 CUBIC FT/
^
TOTAL STORAGE AVAILABLE 6600 CUBIC FEET > iMAX. - 4916.84 ~
OUTFLO W
TYPE ~~A DRYWELLS 0@ 030 cfs = 0.00 cfs
TYPE "B" DRYWELI.S 1@ 1.00 cfs = 1.00 cfs
TOTAL - 1.00 cfs
~ I
BOWSTRINC METHOD DETENTIOiV BASIN
! DESIGN AvD ANALYSIS, POST-DEVELOPMEVT TARGET - AREA III
TAE INCREMENT (IvIIN.) 5 ~
* TIME OF CONCENTRATION (i\IIN.) S-- CALCULATED BY HAND
* OUTFLOW (CFS.) 030 ~ DEPENDANT ON DRAINFIELD DESIGN
DESIGV YEAR FLOW (YR.) 10 ~
' AREA (ACRES) 1.21 ✓ INPUT AREA
* DEVELOPED "C" FACfOR 0.90CALCULATED USING WEIGHTED "C" VALUES
AREA x „C" 1.09
QRAINAGE AREA (SQ. FT.) 52707.6 ~
IMPIItVIOUS AREA (SQ.FT.) 52523 / BASIS OF MINIViLTM GRASS SWALE AREA
1'IME bNC. TIME INC INTENSIIY Q DEVEL V IN V OUT STORAGE
- 0\ , (SEC) (II`I/HR) (CFS.) (Ci1. FT.) (CU. Ff.) (CU. FT.)
i 10 YEAR CURVE 5 300 3.18 in/6r 3.46 1392.13 90.00 1302.13
10 600 2.24 inThr 2.44 1712.43 180.00 1532.43
15 900 1.77 4n/hr 1.93 1931.39 270.00 1661.39
20 12(}0 1.45 in/hr 1S8 2055.92 360.00 1695,2,2~,
' 25 1500 1.21 inihr 1.32 2110.94 450.00 ' 11660.94
30 1800 1.04 in/hr 1.13 2154.13 540.00 1614.13
35 2100 0.91 inlhr 0.99 2182.16 630.00 1552.16
40 2400 0.82 in/hr 0.89 2234.24 720.00 1514.24
45 2700 0.74 in/hr 0.81 2258.02 810.00 1448.02
50 3000 0.68 in/6r 0.74 2297.49 900.00 1397.09
55 3300 0.64 in/hr 0.70 2371.06 990.00 1381.06
60 3600 0.61 in/hr 0.66 2459.20 1080.00 1379.20
65 3900 0.60 inihr 0.65 2614.91 1170.00 1444.91
70 4200 0.58 in/hr 0.63 2717.23 1260.00 1457.23
75 4500 0.56 inlhr 0.61 2806.48 1350.00 1456.48
80 4800 0.53 inRu 0S8 2829.29 1440.00 1389.29 .
, 85 5100 0.52 inihr 0.57 2945.79 1530.00 1415.79
90 5400 0.50 in/hr 0.54 2995.84 1620.00 1375.84
95 5700 0.49 in/hr 0.53 3096.01 1710.00 1386.01
100 6000 0.48 inihr 0S2 3189.64 1800.00 1389.64
**VIN =1.34*QDEV* t FOR t<-- Tc V IN = Q DEV * t+ 34 " Q I7EV # Tc FOR t> Tc
REQUTRED SWALE VOLUVIE 2188 CUBIC FT/
n
TOTAL STORAGE AVAILABLE 2425 CUBIC FEET> VIAX. = 1695.92
OUTFL4W /
TYPE "A" DRYWELLS 1@ 030 cfs - 0.30 cfs ~
TYPE "B" DRYWELLS 0 1a 1.00 cfs = 0.00 cfs
• TOTAL = 030 cfs
, ~ v
' PROJECT IOB NO. SHEET
DESIGNED ~2 L- DATE J-
ITEM 1.,7 le, ~ c~ t~'~.•G~ CHECKED DATE
! I 3
E
~ • ' ~ f ~ , . , ~ ~
~ ~ ' _ . ~ ~ ~ ~ ~ ~i~~ 4 ' . ' ~ i I ; • i ~ : a ~ : .
i • /J : ! ! ~ ~ : ? E ~ ~ ; ' . . . , ~ ~o.oi/
, _ ~ _ ./7/L~!¢ ~ ....a.._._ _ ~ ~%L~:4 ---~-~.=~!•.~Eia-K__ ' . . ~ ' _ - - -
78.~~s~
- - ~ . ~ _ . . ~ ✓ _ ~ E
t
= I ~ i E A-Z/* 3 4-
• ~__...bo _..i_.._ ` ~ ! ~ i i ! i ~ ; i , _ . .
~ • t ! i ~ f ~ . t • ( ~ 1 ~ ! ~ ,
~ ~ ---E--- - } , ~ , q
~ -~f . ~.e~.~. i ~ . . t e _i~/E j ~ s~/_I .~i//~
~~~~ll~._I.~'f 1:.I"~ s - ~i ~~`f- _ • • C►
• ! : ' f i - ~ ' = . , .
• ' I ~ ~ ~ ' ~ ~ ?
, : ~~-J.H'~~ =»~%✓-~/.~_i__._~.. '
. , ~ ► ~ + ; ~r '
~ ~ 1q ~ ~ y d.
~ 1 ~ ~ = ~'s • 0 / ~CJ ~ /7 ~ 1 i ~ ! 6 'r ~ i ~ ~ j ~ Cst~ ~ ~ /
. hBL.
V
~ ` ' ' i i ~ ~ ~ ~ ~ ~ ~ ~ • .
~ i I , , ~ ; ~
J?
7 ~r .S ~ . i ~ , 9 3 G-: S.e.~ i ~ ; ~ ' ~ • . . _ . ~
! ' , o ~ s ~ } ' : i
3 ~ @ ~ S ! E ~ ~ i • ' ~ , ~ !
~ ~ ~ t/ • .
' : ~ i ~ j _ j ; ✓p ~ ' ~ ~ j J~ ~ ~D 1 C~ ~ ,
I ' . ~ , ~ ~ ~ . ~ ~ ~ • ~ _ . ~
~ _ - , p~y~u ' _e,R.!~' • , QG~ ~ct~! e s _~''G_ _ ___o i u '
. . L ~ ; . ,
_ • F , -._~.c~----¢~~-~-.,60'~!~-.yc__ ~f%i_~~ S ~.r. ~-!G~~~L~ -D~ - ~
f_ ' ' ' ~ ~ ---a~~~~- , ~ ' ~ ' . . ~ i_ •
I , t = . • i ~ ' , { ~ S ~ '
~
I I v.:____,,.. . i _ _ L. : . - , . : - Y 01-•-• ~ - .
~ •
' 1 U-B 400
10 78
7J CJJ' 1-Fr'1'1 I F'ifCL7L I L5 I H I t- P. 2
Ter" St0m 38 SOUM Qlxth Streel '
P.O. Box 189a
- - AAinneapoliS, Minreota 654441392 .
Tetez No. 2O581 g
~ . November 4, 1993 ,
Frarrcine Shaw, Associate A.I.A.
Plattner I
Spokane County Planning Department
- V1/est 1026 Broadway avenue
Spokane, WA 99260-0240 ~
~ RE: TARCET STORE
SPRI4GUE A1lENUEAT EVERC3REEtV ROAD
SP4KAM6 COUNTY, 1NaSHiNGTON
- - Dear Francine: Target Storesr a divisiott of the Dayton Hudserr Carporation has purchased a traGt of land at the southwest corner of the above - captioned location with the purpose of cvnstructing a retail fiacitity.
Target has caused to be prepared construction drawings relsting ta
_ the site Snd buildine which are meant to fully cornply with al! Ivcal
~ cndes and ordinances. Target futly intends to place aii tandsCape
- - items as desCribed on drewing sheet L1 prepated by Landpfan P.S.
under the direction af JUB Engineers_ 7he landscape materiats witl be
' irrigated. JUIS Enginears has been requesteci to provide the nursery estimate for
'landscape ma#eriais and irrigatian as per your request under item C5
~ af your letter dated Octa6er 18, 1993. .
' If you have iony questions, or if 1 msy be of additional service, please
. contact me.
' cere
~S, A.l.A.
' j1 aject A r~vnistrator
21370- 811
;
~ aM/mqs .
Gc: Scott Shanks - First Wsstem aevelopment
Jim Coleman - J U B Erigineers
. A Divisian of the Deyton Hudson Oorporazian Printed on recycled paper. Z6
10
. Iyw W4 • yJ U3:15PM TARGE-F REAL ESTATE - P. 3'
TARiCib'I' STOM, f&d PaCkaga No. 3.~ FAS"f SFO~ ''-91 S
, f.
SECTMN 15280 - h 4OQF'1'OP APt D. NBMA, "NAUoaal filecttiral Manufsr,hmr'a
; Agsociafltm.•
J F. UL., "8uildiag Mateii& Din~." .
~ NtX1'E; 'Im3 SE=QN INCL.UDB3 WF'CRMAZTON 1.04 StTBMPl'rALS ' ,
' jpoR To OWWM SUPPLiFD ROOPTOP UNIT3 •
AND i8 'PO BB U9fiD FOR RERFREYCJR ONLY, A. Coq* with requiMmeats of Secti.oa 01300,
NOT A PART OF DIVi9ION 13. Submittals, of Bxd Pack 3 un2e8e odwvvieo
- ; indiea~ed.
~ - P!!RT 1- GENERAL ' B. Shop Urawings and Ft+oauct Data: S1wp r t?rwiap ozd Produa DQta sbsll be campZebe
! .1.01 gCTION INCLUM with pertineut daffi tboW equipmeat iacluding
~ the fwIming 3a for6 as requirod by tbo Ownet:
A. FW-aieLiQg of pwkaged rooftp air c.anditianiQS
eWpnMat, 1. Ustit amagweat, dimasions, avelgbt, and
~ oam PhYsical hatum.
8. Fhrnishing of rooaop oquipaeat ad3uistabls .
curbs witb butgLtr b6~t's. 2. Roof curb shnwin8 a~rac~t,
dimonsons, diffemt compmente aud
C. I?eltvery oP equipmwt to job site. met'rans in relgtion ta uuit, burglar bare,
oonn,x,#iota eo roof atsirdm and irait.
D. Start-up service, fidd airing► oPwamg
i aa~cdo~ s~d s~►icx utaaua~s, and w~naty. 3. Capaoitie~ of snpply blawera, a~atav lcvv ~d
hp, static prusur0y avQilable static prPssura
1.02 yLTLATED 9EMIQNB vn dlac6arge duct, fan tpm, ve.loci.ty, faa
simu, and ather nhamcterisdcs. .
A. 7U Wowiag saPmte caoattnet aoA ia .
ffgecifiad gndcr Bid Peck 3: 4. averall uoit Mt.
- 1. Section 15M - A.ir Hadlilng: RvoPtop S. DX ca'1 cgpacity, taws dee~, fin epacitg,
- eguipmtat iaatallsdaa work bg► C.ontractar. bube diamtet, caberlDg sad leavi.ng air
, eonditios, db, wb, and othee
' 2. Stcdan 15880 - Air I}3stcibutiQn 41►ork by ch~tacteristics.
Concractor. . .
b. Compross+or IYPe, number Qf comPremors,
3. Seotiea 15950 -Cmkoh and Vpa of capwitj+ Gmtrol, kw mput at 5d1
Iastivmmtation - Ownc,r Sttppliod lvsc3, etardns snd turni* eu"Pt aad vther
Infotmfw4oL"j lnctuded fior rcfer+emo oaly - cJharaCtGt~isdc~. . _
Canltola nd Inwtumutation. ,
Cowduacr type, aumbar of coadeagea, kw
4. Sactim 13993, Ait Syatcm Twtting, input of oondeaset fan9 st fill W.
'usft amd Balanciag • Owoa 5uppliod
famn ' lociuded far r+e#ereme S. Type of tefrigorwt, tobal re&igamt chrp
1n
' Rlork by ~ea~n! Air Ba1~co T~tiag . Par c.ircuit•
9. 'Iype of balin8 modiA, csPa,citY.
' S. 1?lvishm 16 - SlECtriW Work by outpnt!'~aput, air tempenWre tise, method
' 031atrszLor. of coau*l, and atha fra,twm.
. ~
1„03 .QF.uCEB 10. Cotnplete wnlt wi6ag diWam by unit
. maaUf&ctunsr witb control &tgr= and
X AISB, '1lmaic,aa Ineftbv af Tlectiicai wqmm of oPeadim b3' conbm1
.
B~ginsen '
AItI, 'Ait-conditIoniag and IttFrigmtIQn C. Qpansiiog and Ida~t~nanoe Manwlr. 1ssclndc
Ia~litube." conVete sgatt-Ztp, 'o3ling, c3caving, sa,d
; Gwicing data, wmpiled ia clwrly and easily
C. NW, "Naticaal Btech,ic Code, MPA-70.' uaduatood form. Shvav serlal n=bem of 096
piaoe of equipmcat, oomplaw lilts o[ .
PACI{AaSU ROOFIDP AIIt CONDMOIVITIG EQiJRFMF-idT (OwNSR SUPPIIBb INFORMA7IQM 15780 - 1
v r v~ JJ CJJ • 1Jr1-1 I 1'1fCl~C. 1 t`j I H I t p. 4 f
EAST SPaKANg T-915 (Hid Padta,ge No. 3.0) TAR,GBT BTORBS .
replaoam~t ~ta, belt data, mosos catiaga ead which ~ yaat i~ mate~tiaf md labot wactaAty .
acd~al loa~da. prvrrided by tmit mattafa~u~r as da9cribed
abonra.
' D. Submitiel ProoadUrw. E. WarrB* shall not apP1Y to m}uries oc daasa~es
' Swbmit ame :tproducitble =pia end two oaautriug aftea Ownar maaptaace dua to 'Act of
pri.am of the uwt aad Y+oof aurb Shop G+od', 1"u+e, violwc, abuse, ar cmlwuwcse af
Drswi~p and Product Data witbin two Reparata Centrectms ot Agents oP the Oaner;
wt*ka nfta request f= Owaet'■ Sito bowevat. awnet texivee fhe right to mdce
. Bttpreaaaraavo (osR), . tamponry► rc~rs neo4qqvjy to kop cquipment
, • ia operstin$ cmudunn witbaut voift uait
2. Clo~eot~t Sub[nittal8: S~hmit thtee compl~ flssaufaoau~r'a w~tsnty a~ ~1i~viag uait
BotB of aPPr'°Ya Sb°P Pioduct mnauPacturer af riespoasi~lities duttag warranty
Dats, aad Opaadag aad Msiate~atn~e period.
; Meaualg tio 0.4R. •
DM.IMY, SiORAGEl AND HANDLING PART Z- fiRODUCT3
~
A. SaWule detivery of jmits tv idte as directed by Z.al ACCLPrARU MANUFACTURLRS '
Owaer. .
A. Pmiae uaits se ec5ednled on Ihawiaga.
B. nig eaob unit iu one piece, complOrJy wircd,
piPed md chmrged vvit6 refrigarant. B. Owner will cOnsidra voalUntary aItdMtes
Pr'OP°sed bY unit m~nuf~durcr for pcrSormanoo ,
C. ' Proted candm9er vails hom damege wben andArds and &aturGS uabg the 1eas9 amwt of
dipped ffem &ctory. enegy for spodfled reqniremmts.
It 1.06 wA~rrY c,~ae~Y
A. Tho mAaufacturer, "t war=aat =its sgainst A. Proj►idc capacity of uWts te vjWulod vn
defcative msleriais. lsbor and wQnmaa=p Drawiega.
for a petiod ot eae y= fic+om dabo of QwaW's
amptanco (avmover ds►y). Wwetaaty perioa 2.03 ROOFTOP UN1T
eW commeoco upom =eptame of uWtg by -
dw,rer sfber 'mitial start up, taat mpart appraval A. Gesural
by Arehitect, md sads&cioty performsaoe ss , evideo.oed 6~3► Arc~itoc#. I~ettet 4f starti~g d=te i. T~e moRop vnit a~l be ~ifieally
shall be ae~tt to OSR by ~mit maaufacbut+Er. d~i~d for autdoor appli,cAtian with A fu1ly
acJCocrwledged by OSR sud retwned to seudar. weatherpivef eabaaet, eompldaly Cactory
a~amblod., piped, wited, mad ehipped n we
B. Defecto af Rpy lomd, du8 to 1itully wodt ar gioco (~ePt t~e t+oof c~b).
maierials, appeaiiun.g dwin,g the posirad fibm '
ehippiag tbrough start~ to ~woe~ptaa~ by tho 2. T!~ an'st s6alt be 10096 tested try t~e
4wn~er most be ' ' y correo~d by uait maduf~u~ md ~ aopy af ~ s:m trst
~uutaGRtter nt hia o~a ca~ose- report ahippod ai@~ t~ aait.
C. bnitial rei4lmnt swd ail charge for 4araiing 3. 'Iba uoit oooling cnicitieg sba13 bo te8ted in
uoit8 " be =fficient in quantity to fu11y scordanvv wsth ARI =dscd 210/240-84
dtarz,e tha eymem ad bo leave it ia suffieicnt os 3604SS and die unit aitty m AP
4uanUY ~ egfisfikimy oFeraft8 owditioa, oomp3f~nce diofcac-
ReFtlpant chaxp ar ail tbat =y be logt dwiag
the testing operatian, ftrt-up, tmd Uwner 4. 'Ike imib aW be ORfety oetified in
•~~;opt~ oW be mphced by vait ,icxondanoo wit5 UL dadsrd UL.dBS md
; a~auf~cdue~. Oa aooeptum of uait8 by Owner ANM eundard 2'21.47.
aud auring m yar w4trAniy paiod, sehigMrant
' cha:go or o1l faat during opcratiao sbaA be B. C"8biuet
rsplaaod by thfl ueit mnaufacdm, withaut c.ost
~a tha oan~ee. 2. 'I~e waic sbatl be co~hvcted of C:90 waght
. pjvsoimed dted atith tho eoctcziar panls a
p. Uait " provida five yaa= of mianuum 18 gguge. -
: asatesil] wanaaty Qa ovmpreesors md ton y*W
' • Qf ineftria wammay oa tha heat exchangeg of ,
iS780 - 2 (OW~1~t BUPPIlED IWORMATIQI'd) PACKAGE} ItG1OFI'OP AIR CQNDTIIOMNG ~QiT~MENT
~
Nuv 04 ' y3 03 =16PM TARGET REAL ESTATE P. 5
TAYtt3ETI' STOM~ ($id Puimge No. 3.0) BA3T SP'OKAAlE T-915
r•
2. 7U top pmi shall be erom b:oken aaNor 4. Tbe neit "l bava aendmsw drain pia
~ alaped for dtaiaegsc uader tbie evapozator ooil piCahod fot ps+oM
dtainsge. .
3. T!c tmii e~ll hav~o ~ged s~s doors for
- ihs blvwec, filet, aonde=cr. power S. A coadezmte dtsin P-ftW sWl bs firWshed
~ exhmder* md oamtroi-coupresm ai+eae. wiffi tbe umt fbr ficld insbllation. ,
: "I'be blQaret aad filter doar, shaTI also h&va
double Wtttt conatiuetioa aad be fully B. Condenm F*e)
- - Sukete& 1. Ths vertical dlscbasge tsondenm bn(a)
; 4. Ati the eMerior panals oa tbe uait sMl b* mhalt be direc.t driti►e, FnP~ ~t
internaUy iasulauci ai& 1' tbiCl:, thrco ewdcAiy ead dynmoicaUyr b9mr.e.d. Tho
_ quartex pouad &aslqr, ncopfm ooWed, faa and motor AA be auitabte for outc3ooc
fibasglm inealaflom. ' inawlatioa.
;
3. Atl mtacior eutbaee of the nnit shall be 2. Faa gwtds sball be fuznidhed for aIl fons.
fiinlehad with a 'I'atgrrt Tan acrylk~y ' mosa p47mt om a asah pfimor: F. Cndeaeer t3o~
:
6. 1he unit " bavie tdgs/decalg sbowing untt 1. 'i'he coil dail bave a pivaaiwd steel casing
nuaibcr, iiAiagliigging poiab► filbat aocess, sad copper tnbs with dlumhyai #im
sazvi,ce aresa, sad cmtivn amm. No mwbaaicaUy bondcd ov the tubm_
, 's nsmo at logo sbell appau '
oa tbe e~slor vf ~ t~it. Z. ~r oaal 9hall be designed to o~+e bt 95 °
1' ambien.t.
7. 7hu unit e~ail hm s tag ingdo the eabimt
ebowing &e oamplew modd isumbes, .3. ne ooil shsil bo slcped s mmimum of 30
aioctriol dats, md other poztinaat data. degr= frm horiumtal to prevcat coil
. demag~. _
C. 8ltpply Fhn(s) G. RefYigaraaca System
i. na suppiy fae(9) sbaU be a bett-drivea,
forw~td~y omved, omtefl~g~l ~{s). i. Zha tu~ sbatl have a he~ticall~► scaled
etgi~► ~d dya~m~cally b~le~d• • camF~os(8) m' ecroil oom~ressor(s) with
' inwraal ffirmal ovaload protcchon,
a. 7ha fan bacr109 sW he eelfldiODg, inerrnd spdn,g isolatots, csak-c.m btsccr
gpeaac lubricabed, ad arlactod Bor a (nona an ecrol~ ~pre~~o~}, ua ba y
micnmum Hfe oE 200,000 hours. muuuted Qa rabbcc vibratioa fsolatom 'Ihe
coqxpmsor(e) ahall be e#sily s+oceMble aad
3. 'MD sdjuatnble v-beit fm drive ahall be remanble aithout dismmmbling tho
deaiVaed aad catod fot 140 96 of tbc ~ cabiaet. I
gameplme bniCC hozsqxwa when tho
~~~a pu~r ~ ~s ~e ~ x~, a. An ~a 7 ~ ~u ~ m~t~~
aad bsw a mi~mym af 2 smges of cant.tol.
4. 'Lhe faa(s), nwtug and dfive " be ,
eatirely edi c.awsined aa aalulE vut deck. s. ne syuloem dW1 havo the following "fotY
. eod opeating eWttols:
iD. Brrapotalcr Coil ~ a. AUWmatic rMd low gtesmrc coativt
b. Mxaval roet hi,gh-p16"m oomtroi
I . 1m =1 aball hRVe a galv6miwd Owl casing c. 'Lqme deby
wd capper ~s wit}~ aLiminvio0~ fIna • d. Lvw beam~'e ambicat 1o~akau~
mec~anicat~y boaded bo do tnbm.
4. 'lU aygtam &ll be " cbsrpci ttnd bava
2. Tlie ooil simd1 bsve a thzaa:omfttic ~~aa t~ fo~lo~a+~ faature+~:
v~1tro(e) md m eqtt~li~ng t~pa vntt~! tube a. 3chrader 4Yp esrvioe RttinP an ft
---J dishibt4or{s} wzth A OQp 8uct'sa= oa~eneztion. kigh ead law gr~sut+o e~da.
- - b. A"ilUrll?rycr
3. SvmpmDar coits ihr =44 unit~
Ow1 ba dt+oaitocl aitb one ciyeaft and H. Gas meatis 9xaoo
axp832,40e valw Per MM4 famm- -
- ~ 1. The tmit shn11 bave o!WO gtage (ats etnge .
- an 2 aad 3 ton units) gas &9tin8 fusa"
pAGKfiOEA Ra(?FMP AIR CANDI'I'IONIAIG BQUIPNBNT (OWNfiR SUPKIED INFORMA'LIOl+) 15780 -3
~
iyuv W4 'yJ d3=17PM TARGET REAL ESTATE • P.6
BA3T VOSANE T 915 (Bid Packaga No. 3.0) TARGET STORES '
- with aa alutni.nized steal tubnlar heat K. Roof Cvrb
axang+e,r with a 10 yesr watmaty.
z Z. Tha uait &all hm s 14" h4h, two pioce.
2. Tho ugt shall hMbtsting comporents and sdjustablq talemoping moY cu&
oQatrole ovnsisteqg of:
, a. Singlo istag,e redtlodiant gas valve Z. The boftm curb $adge ehall be S' high, 14
b. Electronic ipidon gau$a sterJ.
c' Hig,b limit ewitrus
d. Iadacod draft btower 3. 'Iime top caub, vrh;ch alidoe ctier tbo bottam
e. • Bleotromlc switch bo lockmA ps valve ctir6 flaase, aW be 14' higL, 18 gange
undl ovmbusdoa arir flaar ia provem ateel, be iobomaUp l=latsd with 1'-1 f JZ]b
~ dmily inslatiaa, tmd Lave A Vested Wood
. I. P~]ber Co~mt tack eGrlp. ne iatmiar Wply aad reUuo
. duct " have 3N' burglsr b= %soM 9'
1. 711e filDar oompwtmut eball bsve a an ocnter both Ways. doubtewallo bingod, psioeW► aass paQl .
- on aae efd~e of the t~b~s to sUow for ~y 4. A 8ask~a Pacl~a~+s s6ell 6e turniehed with
, fi1w renxovRl. tha wab for Yield mountlag. •
2. 'ihc filter raaks 5hstl allow rM for filter 5. The autbe &ull bs dasiped to oat directlY
remornsl ead hiLve 2' p1eatod tbroAVaway oA bas joiM without additioaal sttwcbard-
~ filws. r mteel suppxnt.
i
3. 7u filter mmputmnt a6a11 have fabtliog 6. Frovida A docill of the umit to a"b
eho+wibg }iker quantity, filter dw and eomeotica for ins#sllstian ia sebmie Zom 2
a
ditmctiaa of & acvr. oar gt+eater. J. Retuta, Outsi:3a, and Retiof Air Sectioa L. Comtcols
~ 1. 7be nait " havo an entttslpyldry butb 1. mm owner wlll awly w Esuw
, Letivated evodaiaizer Congieting of antor Mmapmat 8ystm (FMS} oontrol saodule
ope:sted eutdmrlretsrn air dasapeis aad s t0 the Rooftap umt m~auf~4~+et fbr
, 14M power exhsusgar. On vWta l= than imtallatlm in du tomit. Thia tAodule wW
1 S Ivns in size, tb$ &$rs will mpdtd&oe , caatrol &e opesatiou of the Wfit bssed wm
betwooa miaimum md 100 % open =d the input ham g spsao emar (fiuaie6ed by the
powcr Olthiueber wM mvdul&ta betwom 0 acwnar, cutdoiar air eeasor (finui96ed by tba
add 10n CFM. Otn imits 1S b~.9 aad • awaer) aad uait senso~ (,furnislud by dse
lBrger ia eila tba hatpen will be at roofbop unit MassfiftfAns+e. 'Ibm aequaaco cg
minimnm or lOQ % ' opea aad d,e paaer apentton ia as SoIIawm
agbaustcr wiIl bo ai 0 or 100 % CPM. Aa
imd switcb an tbe dampus wiII a. S!$:t and Qtop rooftop unitg thMgh
aCtivaWdeutivaEe t6o power exgmster. AMS.
2. The dampesg " be nxhudmd alttminum, b, tn aull for cooliu$*t BMS will
hollaw ooz~i air foil bladea with Yvbbet activm ft oommiar iP tbe oatdoor
e4ga oea1s aM alumiilm esad seala. `Tbe air eatbalpy is lesa tm 26 a1'EJ/I2
dome: blades shall bo gear driveo aneh a dry sir aad ths tr,=PerA= is less thaa
epriag iLim anad deetgaed to bave no maWa 70 depm FAhrohait. lbz cutdoar
tbae 25 CFM of ]ahp per a9ua:o ioot of dmpm wIU apen amd 6o power
damprr mre2 vs+hom subjectod to Z" 'W(#• air exhamaet wm start
' prceauro diffc=tial amea tha dampets.
, a- If Mt epeae tmm-x=tua oontaucs to
3. Mm powe►f ezbausOts shall hmre a bolt drive riaa, the ecasomimr wM be d4uivated
oentrifiilA blawer(s), omtrola, and hiuged omd &o fimt sbV of inecianioal will be
, acr.ess doot. acRivst+ed. 'Ibo au3deor &ocPer8 wm
, C1o90 io @le mioia~on 8ad the pOwer
4. Tse autsidm air Intake ad povver exhaost e,7tbeustar wi'Il etap.
. "l6ava rain boods sud bird ecrm.
. d. If tbe sp= ftMp=h= aOAtinM tO
, rLn t6e e--A ~tage of inerb~nicsl
coollng v~rili he activated ('J tm uaits
a~d i~rger~. .
15780 - 4 (OWNM SiJPPLIM INPORMA'I`rO;V) PAC,KAGED ROOFMP AIR CQNiMOMNQ EQUEPMBNT
.
Nuv W4 '93 03=17PM TARGET REAL ESTATE P.7 .
TAAOET b'POIiFS ~ (Bid Pac,kago Na 3.0) EAST SP`OKANB T-915
e. 'Ibe eoan,omizer cn operate during bsa6 horoopmw od aparete
mwimniuatt oool'uttig if t6e cmditiona eatiefeictoruy witb a voltage vatiatian of
, mentioned ln (g) at+a met. + 1096. Ayaamicaj[y bajtwwe motora :
aad hold to ocmmucal tolcrsac;es. ~ f. 4n a cail for hftft ths BM9 will ' .
aetivate the fao etssm (we etap oa 2 c. rbe f8a mvtom elmll be a big6 .
md 3son aaite) of beating as t+oqnired. e.tTicimcy type. .
M. 13nit Fslectzicd Requirements d. 3clect motm for eatssfe+c(=ry apet'atioA
' aitheut failEme when ambieat
; 1. ptOYl~ il IIWl-~ lOC~0i1~ ~C !~!8 C fl! 1~° ~
~v~proof disooaaect gwith v ith i for a peuod cf tdto hairs os mOM ,
lockable meRal cavcr, ca+cuit brealce,tv, .
; gowW tafwinuei block, coIItt+ol tnaafasmm, ' c. Ptat►ida s4virnl'cag+e ►YPc motons,
sbrtQret relqra, refrigerant aardrol, fims, dri"raof soiclmura, caastaat spted.
aad swikbw for remate tmeminivn of acrowths-lin.a aormW tar+qus deeignod
functions sad othes Wwaltanoove elsrtrical foi quiet vpmiiaa. Mntnr oball
' oodits+ol devices required; all 3nftmally opeaabs at propw M Ioad afld apeed
m,onatod aod wirod widLiu each uniL A carlinuvv3~y arithout excesaivt bcatiqg
OPI outlet atsall b4 aaauated on tbe tmit for in my part. S?ne at minimum 115 9b
fwd wirinx setvice facbor.
, Z Ikdotor control For supply fao =*oM fvr f. Wittd mators l/Z hp aad larger far
eacb aomptemor, and for esch candema tbree phasa, 60 bertZ aurraat unlese
fgn motor " hav+e a UL laM. Provide ebown otbGrwise on Drxwiaga.
motm aith sopuate etattess ar oaatactors
with overlagd ps+otwion ie each phw&- Separ8ta13' Prabxt ~ch phasa sgaiest PART 3- TXECO'I'~?lY .
ovcao%utent. . .
3.01 b'I'ART-[p AND OPER!►TIlVG
3. EEectrical poww at the undt shall ba 460 IrIS'I'RUC'tWN
volt, lbree phoe, 60 berta n mdicsted an .DrttwiAg!. Provide 460 volt to 120 volt A. 7U statt-up md opaating 3a.sKtr,ctfan will be
tImnsformer fvr Wegnel oantral anring zad handled by tbe aaraa.
24 volt trmftmer of adequnte capacity for oontrol aiiin.g. , . END OF ~TIQ1V .
~ y
4. Wuing shan complyr wrtth NEC
_ t"uiremem aod with locsl atpplicablc
codes. .
~
' S. Tstectical compOneata ahalllava UL label
vvhe+e 8pplic8blo w sball bo idendfed vidi .
printed Labels. '
; 6_ VV',ring iaoludiag oontm1 aidng sball hm
~ 3taulaiion setiod ~+t 600 valts. '
• .
7. (~Cntt+ol witft ohsll be color oodald, ,
n=beredo n"y barhendd aad muad to
' facihtsb~ eervicing. A malchiag oalor caded .
w'uag schemafic diapam ahall be mom[ed ia8ide the electrical compartment daw.
' a. I►~ot~s:
s_ Blaftioal mntora eod gtatter e~l!
oa~~y with AIBE, NEMA, nnd thia .
' b. 1Jeslp mvtor9 For suppIy vdtages
indicated, iLud io ft"JoP nquiCd
PACBAC3Eb ROOF" AIlt CONDTlIONING fiQiJUMfiN'r (OWNER SUPPIIfiD IlVFaRMATION) I5780 - S
i',
_ , 1 r
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"11i v v e~~+ "+-1 ...l0d' 1U~'lYl I Hh'vGL1 REAL ESTRTE 3L81L ~-:.SP rp.
.
dimensions • A cabinet i 2 - 7:#on
~IlljllllllllllllllllllIIIIIIIIIIIIIIIIIIIIIII
' "r:ax.ANM
a~~...~~ b•a•~
caacx~ 36 on~v~i► T
48 0 Lavfr yMT FLAWAM vp
6 ermr
f s.:! " 7r8~lFPLYAIA
,~48 ~ ~•R~Nau~
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DETAfL A DETaIl. B
, .
~ ~
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410M V atA
~
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NUMB" Qf C!" 1 M DEMSE; rAN S
3 T'Olrf .:k 9 FAR9
STQfi - -l PAN
8 • 7 7"+M ~ 2 PA:c .
I-
e,~.a.
~ • ''.z u,z~ . . , .
1;
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tyt WL~i ~6E ~
00~~~L9i h a~C~tf 'f0 CON►~O~ t e►~a aC~~g I
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as
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~a aft. do m~~~ ~
ful~ ~TLSt ~ ~~E ~AiA !
aN ao• ar 24
, Nuv W4 ~+3 03:19PM TARGEf fZEAL ESTATE ' P. 10
TARQST S'mRBS (Vid P9clragc I►to. 3.0) FAST SPOKANB T-91 S
,~~~7'I_ M 07500 epocafiod hcreis, amfarming to toquit+emeass of
this Seotiaa. System inc,kudes but ig not timitad
ta tlu tbltowing purchaeed by TarVt;
PART I - CaENEIiAL 1. Membrm aheat goode
2. Roof hwulahcs 1.01 MCTION INGLIIDES 3. 9hpstueftlFroooc,tiva Bord
4. Solveats ~
A. Meabmir,allp fisitsod reinforoed thermoplsstia S. Cavarod ar Goe*Wed Ftateners
, mmbnae Yoaftg systam. 6. Tmmhmtion Pldte
' 7. Ad6eauva
1. hauladoa, fassanm, raofing mombrwo, 8. Saatsats
fltshtop, ~Iastie (PVCj`caatr,d 9. Accasmsi,aa
parapd copiog snd otber ep=i6od roofw,g 10. ?aar" caPings apecifted uadat 9ectiauv
membrtnb syneem matnia18 will bo ' 07600,
. purchasod sad previded by Target. ,
C. ToIemnm: Do nQt exoeed mnyimum desd lopd
~ 2. Contsactor shxll pPmide ]ebor, aquipmoat, for oomb'rtted roof membrane md bmdstion
wood hlocklag, camterfl&-hings, and othmr eyetem of 3.0 psg.
'sncideaW msterials for a complena '
in~~sIIation. 3. H=epbim Anas to receive e+oof walkvriW
rYeam mY exoeed maximm caavblaod
3. Roofmg Manufutnrer sW pmide rnof degdload by up to 4.0 paf.
wsnranty. '
1.44 QLIALI'I`Y ASSURANCE
1.I2 RLI.A1ED D04ZUbWM AND S(.`TIONS lc X., A. Appliaatar Qualificaiiams:
A. Dacummi 00120 - Insbuctioag to Bidden; fnr
biddinE submittal piocWnrea. l. ApplicOw's princxp& pleae af buninm i9
withia 50 miles of praject atc. Appllcsttoro
B. T3xumeat 00307 - RooftOg Syste,m Bid aot meeanE this roquircmcat miuist be prior
3otmittal 3hcz#. apptaved by aSR.
C. Docum,w 00308 - Raofing 9yswu Material 2. Applicator bas n minimum of 3 yean -
Eatimate aed Informatian Sheet. e:perim= epocislizing in ths iafitallstiW
roof ~gpli~aas epedfied hes+exn aad ia
D. 5ection 06100 - Raugh Carpen1ry, fvr wood 'BPFmvcd b'i' the pdamirY roofoS manebls
a8lcra, btocjtiag aad cante. .
E. SeeHou 076o0 - Shet MeW Fiashiag snd 'Itirim; i. Apgcator aW maintain at tha proJer.t
8or shoct me#a! flw;hing at roof. . site dutfng tbe nefmg installgtion, a
' full-tim fiald mupesiata~de~tlfamman
F. Div'rsion 25 - N[edmkat; tor hvmt pvmof jgckets .vbo Les a miai=m of 3 ymn
f+ar plumbiog vents; 8ashog fisugm for roof expmeace in &o iusfaltadoa of Me ~
- dTains„ aad thimblea fot bat vmRa. epeafiod roodwg sysoem on compnrable
1.43 SYSTEM DESG~Y'ION
- - . • B. Ownr,r'e R,eqnkomouts: .
A. DWga: i
' . 1. Membram roofing tqretcm eW ca6nfosm to
- l. Arcbitect's &wAnjs an bried oa a gaaeric tha rcquir="t9 of FM Qm i, InsulaLed
tb-.tice raof wstcm. ~ Stee1 Deck Roof $YsteM baenJUS
r~qudrammts 8pw4fied hat4tt and FM I-29S
2. systom mRaafactumr and instsller to for mwhamcal attacbmeat of _aiagleilY coof
provide a11 neceoary dctails to msute roof mambraac st roof pErpmtar and cornece.
vritl mest epociftad tevhbory Md
pe+rfa4600-6-02 requinmonts, Over tha buffldiag C. Beqtaitemen~8 Cd RegulatorY Aga=FeB:
8truoto:a 'mdiwted, mcluding am dividm,
' fjW&1n~a, Membraaa raanag Rysteud abnll be t Clm -
~
A or S fire relardaflt smmbly lisW by an
' B. Pravide complcto manabrnaa roofing arstcm vpmed sgewy with nadaaally mcovnizcd
imtellatioo by wtegtabio nmufs+eturer9 eafe3y etanderde and u~ng ~
075
-
RaOFiPIG SYS7'EM 00 i
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11~,)v Uf4 ed;dbh'IYI I HKVET HERL ESTATE P.12 ~
'I'AROBj' STIdM ~ s (flid Pftlcma No. 9.0) fiAST SPOKANE TA 15 •
c. C*tific,ttione: 1.08 DEI,IVERY, S'I'ORAiGE AND HAIYDLING
1) Submit documeaUflvn of Gless A A. D!llYGI p9CjC8gad mater1d8 ltt Cfi$iW, -
Ot BaiBCmwy 88 spec1r1e& 1nopenOa C03tltlnre'B Qi wnqvins q/yth JabeS
2) Submit t!'d 1bp02t dOCiIIDmtatlw lIItBCt. • 60vg ConTlimCd ilritb FM ,
muhwmea1S 88 SFbC1fiCd. B. F!DlBCI n38tai!!18 Ihm WBtet, the 81QIDCn1S, atld '
I otbcr dsmaga dsuiag deliva3r, etmagss snd
2. pr+j~-ww=ty: 'lhe faliawiag stat,eomt and handlin8.
cshificetfog oW1 be eubmittod at
Pt~i=tallstikm ooafeswce: ~ C. Sbo~ra insuls~t.a~ ~vo~8, aad athw mete~Is,.
includiaz matat3als aDoted oII s+nof, on clem
- 11rUAINUPAOURBR INDICATE.S: waod pStUets at glatfoms aad caver aith '
,
i} SPfiCIFlGA'ITON3 liBi.~►TBD T~O ~iIS W~r"°Of cav~ a~ecu~~y ~ed in pla~.
SPEtlEIC PRQIfiMy Di 3tiose mabesials caitaining soh+eat9 in IWy
2) A+CRNOWLEMfiMfiNT 1HAT 1HE sealed contiaiam. Stoa+e at PropGr be~n~rsfim
ROQFINr3 8YS'I'h'1Vi WIIL B;B with adcquate fire snd s&ty precsuti,ois.
INBTALLEn BY THIS SP'ECIFIC
~ CQN'IRACMRo UNDER TRM E. Reaove from SUe wet or &unagad mRtcrials.
8PBCMG CONDI'IIQNS; ImpraperlY storad mgtedals apomed to iain,
9) INT'FNIYON T0 wAl[tRANT RaOFIxG enaa►, or olbes watcr.will ue cwsidued
3YISTEM UN'DER ALL OF THFM damaged aad ehall-be s+emovtd.
t;ONDI't'IflNS. .
F. Contractor eball reodva Tagat fiunisbsd
matetiah aod ba toespoasibfe far tha pcotectiau
Targe! ~`ro~` ect f~ama ~~er af them once on eite in sccat+d8ar,e with , prcviaims in ths Gcdft'al Coeditio~s.
~i~ot~ama ~ ~
• 1.09 ENVIItaNMENTAL REQVMENIENTS
~iaouf~c~c~ar~ect 1~~mr~~m~er - A. Do nat aPPIy imlebiaa or roofmtg mst=ials
whm soof deck ia wet or whm ffost, ioo ar
~isntturo o~anu~srre:rr~~atative enow is pteAent oa deck.
C. Moerisle and Bquipmmt 5ubmittal.w B, I?o Aot apply insnlatioa OC toofng aatatWa y
. . arhm other advnm ~em#al oonditions 1. 3hap D,awiags: submit ebop dnwings fcr exist as defined by roofing maaufacturor.
manibtane t+oofin ~tem, mr.ludiug Frooeed witb wotic oaly w~t oem,detroas b~ave
fa~c ft+eq ~ detaili, bstallatian beaa oorreatM bo the eatishctioa of M4ftg
dstsilH oi pwimekvr fiasbiqg, t+oof ' nwa riot~~ OSS of del~ys catisod by such P~ b I d.onsi lpsctts, and roof ~►~lka~ys.
2, Produat Dah►: Submit Dooummt 00308 - C. Do aot apply insuiaticm or rovfing matrx-iaio •
jLOOftg SyMm MaMW Esttiwa aad arbee adr t~raturo or ompaistvre oR dacc is
shOC. balow that rec:omwmded hy ~sanufectarer, or
wrbsa aoemive humidity fs or can be agmted
9. ~vtificates: 9~bmiE m~fnat~ror'e to ba pres~t►wi~ia buildwng, valeae ap~iat
Affidsv~t cuti~►it~g materials pn~ic~od f~ P~da~ a~ti9fierc~ory tv OSR are talaea.
' tind deUv~red to PM+n~cet caofoa~n bo these ; and do aproccwith' out~dppivovt~l'
f
► ' ~ ~fi~'ane• ~am3u~° o~lea of thir~ party . PP ►
D. Do aot ap* insutatian or roo&g mabuialg
4. Mtoutmmee Manuals: Submit ~tinte~sax whm air - amperatarm ansl wiaid veloc,ity results
prag:am ' ~ sp~er.ified. ia a batow 0 deg F'wiad oluU tampenWs'.
Notify OSR of deisye csueed b3r guch
5. Wuta*: Submit ae epocifiod. conditions.
MENIRRANE .
ItOOPII+tG SY5ZEM 01500 .3
, lyw W4 yd b3=e1NM TARGET REAL ESTATE
' P.13
BAST 9F'OKANB T 9!5 (BId Peckege Mo. 3.0) TARGhT STORR3 .
L10 WARR.1h-TY AND MAP=NANCS 3. Sosrd BiuL 4' a 8'. • .
' REC0N3UMA7'WM
D. I1embram PioWddves Coeaing: MstOiel
A. Provide Rovft Mmatiactw+a's aWdard rooomeaded by mR~ufac~tu~et' to protcct ' w=ittm wamty, mdified if nocwsary, to ivafing qstem f~rorm ooit+asivo edmsi twidcte.
~ud~ I~bor u~d m~tsslal to oplaoa roof in
rjw of inembme fv7in. 'Watmty eha11 ba E. Wood Nsi%m- No. 2 or b*r-grWe tamber as
;dgaed bY ao autbadzed oflCrr oi dta compa,qy. epaiified ffi Section 06I001, greaan~miroe tsmted
. t4 mx'i roofm$ 'e require~t8, "
B. WapWty Pnriod: FiBera (15) yean from dsDe and compe vvith ioofinB g►mam.
of Fioa] Ccrmpletloa of ffio Projoct. Submit two .
copw vf wuntnty to QSYt. ' P. P9pa 3ade and Fjaabat Boots: Uao preftned
, camponcnts whoa RtmieW by roafm
C. Conb~ctor w1d RQOP~g Muufxctur~ sh~ll ~tor. If nct fi~od, Seid is~rica~
malc~ eorn.ctio~se ta work unde~+ tbo pra3risie~s to moet roofing 's :+cqui~+emaats.
, of thm acfltaml Con 'ditiaw =ccpt far a periad vg '
two ya~ ~ast~d of os~ ~c as~r Pinal G. adboeiva, s~aive~ aa~i Sateasw ws roqc~[rca
Cottspirti~ro of t~sa Pt~qcct. aad t+ocommaa~dad hy ~+oo~ag m~cturar.
D. ARcr lrioal inspwtion, ths taafing applica0or aad H. povF Walkvvay 40em: F'mvide walkway
rooft mmtufscurw shall aubmit to the Owaet Waem ae rocammeaded by mambiaoaa
writtea rec.om6ctd9tiod3 for the Ovvaet'a manufBCtut+et, etEtd oormpati6la wittt roofiM .
c~ti,mti~g aint+enaao~ pcogam tor r~ofiog aad membcue. Do NO►r use prmfabricaRod ar
m
flashiog, caeFiarplan oaac~ syet~m. -
F ~ L Ga PiP'a &PP°Ut F&IS: Ai4nu5ulurer's i+nofing
PART Z -PRODUCTS m~e~ m~terial.
7.01 ROaF'ING SYgTEM 7. Othcc M&uiala; Aa roquhed sad c9oo=mdcd
!ry roof~eeg manvfActurvt. .
A_ ' Acceptab,ie Mxnnf$cuttm: Que of tb$ follawing
reiafarced 6cimoplsstic {PYG) membraua
roofing syst= Gded 6elow aill bo ptavtdcd by PART 3-JBXECU'TItJI~I
'lhrget.. . 3.01 n~SPEt.°riox
r. sanafil - . • 2. seat-L~rylEtsA ' A. verHy docjc is cUy, cLea~n ~ saccotb, l~ree of
3- Tncal/Hu1a Ametica Io dgps+asetoas, wavr.s, er pro}ectionv. varW roaP
vpettiap and penatratin$ elemmb ate oolidly
B. Mtmbtane 9ydem Pra+ided: get. .
1. M4atbrsas 'I~pc PolyEar 14mlarcu3 B. Instsltetfon imp3im spproval of stitb-bm
- tharawplastic (PVC). aWzda1 and ueeptoae of ~an~ibili~jr faY
;
PWfVVnAVK;C6
2. M''aimum 'Ibidoman: 40 mila ' 3.02 WooD NAUF.BS AIVD IlN3Ui.b'TWN
3. BXPaNd Favo Codrnr: Whita. • ~TOPSI
4, Sl~xtiaE ~+samina 3~rst~m: Hest ~g of A. In~ta3! at pa~dmatet of roof, a~ouad t~oo.f
V
a11 lap jo3~ t~d flae~ j~ts. projac#iane amd ~aAd elsavv~e~t s8
ial-juvd bY apofin8 sYntem ~+et~er and
C. Inu2atioo: Pbtyhoc;yaauiabe insuiativri rc~ulatorY ssan+csee- Height of mitacg to matcb
(INSUIri) by Attas or Fireatone " itl~ulatio~► Secardy f~ to raot
rec+omumded aad tcsted by raofiag dxk oe adjooeut ar*= ee re b3►
maantl~ct~r for am with adected qstaan oa raoft ays~m mat►ufachm.
' wida tIb roaf dwk.
3.03 ItO0F MULA1'ION APPI.ICA.TION
1. Jreulatiop 'R' Vn3ue: Minimtsin aged •R•
, vatoe of 17.00, acc.ordia~ to Roof In~latiQa A. Iasbtll {IlVSUIrI) ia~ulatiba, ecp+a~aEats gad
ConoWttae og MViA, Gandlcimiag ~r.caesonias. S~$$es jointe bet~ -ia~uls~tioa
ProcodLsrts. when applicd ia more Om ona 3Wct of
maierw.
- 07500 - 4 ME1MRANB ROOFYNG SY$`ISM
_ '
nw 04 ' y3 03 =2zPM TARGET REAL ESTATE P.1404
. TAxa$r STaxM (HM Pnck%e Nv` 3.0) BASr sFOxax$ T-915
B. Unleaa mv=a driagmt requirmeata are roqulmd 3.07 ACCESgOR.MS
, by tbe R,ooft Mmnbouuw. 6aild'mg cadce. •
at~o~ch 4' x S' ~tion bvarda with s midionnm A. Pipa 5eals and Fleahing Boota: In~l •
oP slz ~c~! pcr boa~d wit~ prn~bricatad and Rejd Eab~icated oo~mpa~~
fatmt9 wiihin b' of bordes oornata end uconding to soofmg e imstruciivns.
S. Purnish lminaDeci mcw, p1e8tio, or ather
3.04 THERMOP~.A'I'IC {~V~j 1~i~M~RAN~ fl~i~ngp as ~uit~ed. In~ta11 soc~ordiag ta
RWFWG SYSMM APPLICA1'ION raaft ~aau~c~r'~ i~strnc~vn8.
A. Perfb:m wosic to meet agplicabls provieuvns af C. Adheeivte, Solvaats and S~lanta: Insall .
roofwg manu~acku~et'9 aurneat pub~~d sc,cordiag so s+o~al4ng m~ctui+e~'e
~ speoifimtioas. applicatiaa inttwctiaas, roquiY+e~an~. . . .
11 e14 ouuoemdod deaiils, and etvmdar& of pmtice- . .
~ D. Manibrm PrctoWve L1mci4g: Iwtall
D. Install Work to mowt ragdxm=ts of Ownsr's • pwtoative oova4n,g st Food Sccvioe eqcbaust faa
ianrsaoe qgmmoy and regulado3y ag~cacs. uad mtorisad exhaust fsas (PRVv) ns
rwommtnded by rooFiug mumfacUlrer.
C. Unlm xnosslriagmt raquimmmt~ arB rod
~ by the I~ool4ng Dda~s~r, bu~ding ca, B. R~ao# ~ItalScw~ay 9yetcta: Insta~l wa]kw~r pade
baien mecbeakdly-mohed mambmm m t!w 4$' widc &ms1 not m,aM tban cm iach fr0in mb
lap at a msaam of iZ" o.e, io dw hr.ld cootiauongj+ areaad NVAC uoits, and i!oof
- &eeb. Faatm pedmaLex dmeeft► puapets and hemh whcze ehawn oa tbe Utminp.
cttrb flubbs tt & muimum of 6" o.G.
1. 7'hermioplssd.cs: Fu1ly beat weld the mtira
D. ft'rmcter Aftchnmt of tho Deck Mcmbraaa perimeter- •
1ura np dwk nmbma Ott the parapd add
bsbea IsW s siaid baminstion bas fgstaned b" P. Gas PSpv &Wott Pmds: Placa lvo9e laycr of
o.c. Ia aMtim, ap* saulmt betwcm the • rodibM ,mambrane uadtr bobom af heaW wood
m~o~biaaa en.d ths pstapet, block, turn up botb aides aa~d fastan to block
with wrtwa and 'mmmvm 1" diamat~ washara.
. t. Hot wcld eeams and jabnts as tequfted by tbe
Rovfing Maav~. Chea~c seama fot 3.0B F~i.D QUA~Y CON'`8UL '
aaattnuity and mteVity. A. '[barmoplesdcs Wdded Seam Iaspecdon:
3.Ii FLIlSHM, TERlMMATION P'LAM . .
~ AND ACC~SSO$IE$ ' i. Inqot all w~d~an~s nR~s cooiing, fbr
. md in~egri~j►, udng roundsdp
U49TAI.LATM - ~ eultablo for ~ng membrsac
A. GmerW: InwaU Mashings Nd iooe=y iW= am wbich wltl nat danao$ raofing. ,
shown mLd ns saquird by the F.ooft8 '
ManufaCL~tr+~r. 2. Re4n9peat c~oa~letad s~ss at and oP esch
woric dqy. ,
IR. Ft1Uy adbm wiib 1t,oofing a
appso~ved ad~ah+s ~n~ng~ fior 3. Cat out ~ i~ a 12 ~ rt~s sectlen
'I]~e~mapl~fi~ ~f Systems. ssm~ee. tbree p~r wmk d$p, in lcx~tions ss
direcled by tha OM aed esra aver tn the
C. Mwhaaicgly &acA vertioal p=pet wA9 for 4ML ' .
'ftermpka& xoot 9ydcm.
over 24" hiSh, emwh hwiomtally a# 4. 3mpim ahAU bo used ta vemfy qu&licp and
imtemente vvitb 2` acrows aad ptsEee wc 13" o.c. adequabe Msm 9rea84 of aaWkted
or with tes~am bam fmtmed a! 12" oc.. gesme. Acaeptsble ~ aeJds ebsll aat
Seal and ovvest mechmici1 fasteners with aeparaxa ia the wald glroxe af ft tvvv piects
addidoaat S' ' layot ar actip of at mem~bsans.
• mambnne with edpa fld~y 6w aeided.
fl~tpo~s~d fltste~ ~ not allaa►ed. S. ~tcL aioh ~eet awt. b. TerdnM memb2ma flashing aver top af 3.09 PR(?'I`EtTWN puape,t md Eully sdbm to mesal lWf ooping -
: ti~ ~a c~ • ~ mew A. u~u ~ sy~
oo~it~g 1~ot 1~~ermoplaski~ sy~ms ~ detd o~ it~stall~oo, ov~ctor sball ingtitule appcopriade
. the D~raaing~. p~oduro~ for cgurval]e~r.a aad pratectiQn of .
07S0U
M~~RANB ROOPIl~C~ SY3I'BM - S
'IyUu e4 `93 03=zzPM TARGET REAL ESTATE -
' P. 15
V113'i' 9P°OKANB 'r-915 (Bid Pacbgc N'o. 3.0) TAR,C33ST S'I'QR'65~
; aomplttod rooflag disring t+emaindet of - •
'copouctloa petlod nntil Pxqject it turaed om . ~
to de OarvAr. .
B. Rc,mm sbop coashuatian deMe mate,ria)s sm-b
ss Ioosa &*mot6 and platies, maW strqgiat,
1
awil olim shm mdw triIDmis~.conduit and
, pipe aorap, liamt cto, immcdfidaly and p1A,ce in p=obectiva cmuims. liemowe assta mstaial, '
gsck~~s matar;al, gaa oonataetion debifs
fcom fbe road mwfwe oa addly bws. + . .
C. P3na1 I~spECtioe: At snbstmHal corpletiron,
mtke fical inapeetfona. in coajumction aad ip , unouWoa ovitb Rucfiag M
Repamvmsntive and Owaer'e Rapromtative, of r+ooftg Vatran and pregam a anfticeo r+aport to ,
- 4wnw, desaribiag natvre and at8ot af damaga
tbnmd, it sqy, and aoeso pmbBblo caase.
D. Repaic9: Repair msd replave, as raquiz+ed ail
deteximated or dcAecdve toofing foua,d at fina1 . ~
itl8pection. ,
E. Weimaty: Waunr peniod " o=mencs ,
~upon woeptnce tba t?wvet that ai1 repnin • '
' ltava bew mada and that th+e roofin$ iaetallation
Qomplies aith tlYe contre;ct documenta.
F. Atmch n 3M CompenY 'Oantuhm NSaritiag
Filaa° sclf-adhcsiva waraiug shoct to tba
nadmside oY tha tbof amass ~iaDch wlth fhe
~
following mmsagw
Ys1ARNlNG! '
A) Tttis roaf is advers'sly affeMd by -LinuIo FREaN AuD MasT pETRaLEuM . .
BASED Qt1.S. Should aspill of arry suCh
tnBteNaiS xcur, please clean up ' •
immedlav* and nctify !he RQOFING
; OEPT.
. B! Do not place metal pansls, tocl baoces • '
vr eny sharp obiects in drect contact wtth "
root membrane_ '
CA,UTLON 1 • - .
• 8efore teevinA the viiotk area, pick up all
. sharp objecu, such as t1ails or sG+rews that ~
r.putd puctcture the roof gttrtsroe. Make sure '
roof i6 alean. •
ROOFiNG MANAGEMENT
I ' .
EIVD UF SBCTION
' . • .
, 07500 - 6 MMUPLO& ROaFINB 3ySI`8M
.
, w
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. ~ • ' ~ " ' } . S - ~ ' 4 '
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. ~
TARGET DEPAR,TMENT STORE
SPRAGUE AVENUE AND EVERGREEN ROAD
SPOKANE COLTNTY, WASHINGTON
r
STORM WATER RUNOFF
' STORAGE AND DISPOSAL
CALCULATIONS
PREPARED FOR:
FIRST WESTERN DEVELOPMENT
SC
• o
~i-' s 3
. ~
o., ~F~,~ "o
Ffs/ONAI.
ExPiRE3
November 5, 1993
PREPAR.ED BY:
J-U-B ENGINEERS, Inc.
1250 Ironwood Drive, Suite 220
Coeur d'Alene, Idaho 83814
PUR,POSE
The purpose of this report is to submit, for approval, the
assumptions calculations, and design of the roof and site drainage and
drywells for the proposed Target department store.
The information in this report will provide calculations for the
_ following:
. ~
Drywell Sizing - Dry-wells are sized as follows: Type "A"
drywells will be assumed to handle 5,000 SF of surface runoff.
Type "B" drywells will be assumed to handle 15,000 SF of
surface runoff. Where this relationship is exceeded the
Bowstring method of runoff calculation will be used to justify
the drywell selection. Outflow capacity of Type "A" drywells
is assumed to be 0.3 CFS and 1.0 CFS for Type "B" drywells.
• Drainage Structures - Pipes, ditches, and other drainage
conveyance structure sizes and geometry will be justified with
calculations. Runoff is calculated by use of the Rational
Method.
Other information provided with this report will provide the
following:
• Grades - Contours and spot elevations are provided on
attached drawings. One percent minimum slopes are used to
convey runoff across paved surfaces where concrete curb and
gutter are not utilized.
• Pavement - Attached drawings indicate where all travel
surfaces are to be paved unless a paving waiver has been
granted.
• Approach Permits - Copies of approach permits from the
appropriate government agency are include for all new
approaches and those which have been altered.
• Swale Cross-Sections - Typical cross sections of swales are
detailed. Details indicate sodded side slopes not steeper than
' 2:1 for up to a maximum of 12 inches depth. Swales which
are greater than 12" in depth will have 3:1 side slopes. The
, tops of swales are a minimum of 2" above the rim elevation of
drywells to provide freeboard for stormwater overflow into
drywells.
Elevations - Both bottom of swale elevations and drywell rim
elevations are indicated on attached drawings.
Calculations have been made in accordance with the Spokane
County "Guidelines for Stormwater Management".
EXISTING FACILITIES ~
The proposed site is a 9.85 to 10.24 acre site, depending on
. whether or not a right-of-way vacation is granted. The site fronts
Sprague Avenue on the north and Evergreen Road on the east.
Currently all runoff from the site flows to low points on and off of the
site. Presently there are no stormwater treatment and disposal facilities
on the site.
PROPOSED FACILITIES
The proposed facilities are parking facilities and a 96000 SF Target
building on Lot 1. This building is planned to be expanded by 8400 SF
in the future. Lot 2 is 0.73 acres of the entire site for a future store pad.
Buildina Runoff
The 96000 SF Target building and 8400 SF expansion will be
tightlined directly to seven Type "B" drywells at the rear of the building.
All mechanical equipment on the roof of the building and roof material
will not contain oils (see details in Appendix). The seven drywells are
interconnected by 8 inch pipe to equalize flow between them.
Parking Lot Runoff
The proposed parking lot is divided into three drainage areas, I,
II,and III. Area I sheet drains to the north to a 2853 SF grassy swale.
Area II includes Lot 2 and sheet drains to the south to a 13200 SF grassy
swale. Area III also drains to the south to a 5007 SF grassy swale. The
area provided for infiltration in each of these swales is greater than what
is required to store 0.5 inches of runoff at a six inch depth.
The largest peak flow runoff occurs in Area II. Two inlet structures
convey the majority of runoff to the swale here. The 10 year peak flow
to the two inlet structures is 10.29 CFS. The combined capacity of the
_ inlet structures is 10.92 CFS (see Appendix). Drainage Area III is the
next largest drainage area. It has a peak flow runoff off 3.45 CFS which
is less than the inlet structure capacity of 5.46 CFS.
~
APPENDIX
, Dl'JT1:JN1 ION BAS1~ ~RYWE1JL DESIGN
--i ~RAINA~`i~ AREA 1 (~~e Fig11re I)
I
; 1. Paved Area 33,950 sq. ft.
~
2. Swale Area Requirements (1/12 Ratio)
, •~12081r 6„ F4ndI.ng depth, S~ea 2,830 5q, ft.
i
--Effect~~e Ave. Width 12.85' 1&8„ „STEP" back of walk
Effective Ave. Length 222'
Area Available 3,000 > Area Required 2,830
; .3. Dry WeII Requirements (Bowstring Metho~)
Type "A„ I
. JL~e "B" 0
2
L111,AINAL.~E AREA II
1. Paved Ar~~ 1563580 sq. ft.
' 2. Swale Area Requirements (1112 Ratio)
. "208" 6" ponding depth, area 135048 sq. ft,
,
Effective Ave. Width 32.92 w/2' Back of Curb
, Effective Ave. Length 432'
Area Availabl.e 13,200 > Area Required 13,048
- 3. Dry We11 Requir~emeiats (Bowstring 1Vlethod) .
Type "*ri 0
L'~
~~e "Bii 1
,
i I
DRi~~~~E AREA IiI
I
1
1. Paved Area 52,523 sq. ft,
2. Swale Area Requirements (1112 Ratio)
, "208ff 6" panding depth, area 4~377 sq. ft.
~
Effective Ave. Width 58' w/2' Back a~ Curb
- Effective Ave. Length 100'
, .
Area Avaxlable 4~850 } Area Requi.~ed 4,377
3. Day Well Requirements (Bowstri'ng Methad)
~ -
~
T~e "A" 1
T~e "B„ 0
i
RC~OF AREA*
- 1, Roof Area 9600 sq. ft.
- ; 2. Dry Well Requirements (Square Footage Requi-remaents)
~ 7~ype ,~A" 0
~
Type "Brf
7
, Revised November 17th, 1993 after Spokane County review U. ~
I
I
BOWSTRING y1ETHOD DETENTION BASIv
DESIGN AND AiVALYSIS, POST-DEVEGOPiMENT TARC,ET - AREA I .
TIIvIE INCREMENT (IvIIN.) 5
* TL'viE OF CONCENTRATION (MIN.) S CALCiJLA'TED BY HAND
_ * OUTFLOW (CFS.) 0.30 DEPENDANT ON DRAINFIF-LD DESIGN
DFSIGV YEAR FLOW (YR.) 10
* AREA (ACRES) 0.78 INPLJT AREA
DEVELOPED "C" FACTOR 0.90 CALCULATED USING WEIGHIED "C" VALUES
AREA x "C" 0.70
, DRAL'VAGE AREA (SQ. FT.) 33976.3
~ IlVERVIOUS AREA (SQ.FI'.) 33950 BASIS OF MINIMUiM GRASS SWALE AREA
I ~
T[ME INC. TIME INC. IN'I'ENSITY Q DEVEL V IN V OUT STORAGE
(T'tIN) (SEC) (IIY/HR) (CFS.) (CU. Fl'.) (CU. FT.) (CiJ. FT.)
10 YEAR CURVE 5 300 3.18 in/hr 2.23 897.41 90.00 807.41
10 600 2.24 in/hr 1.57 1103.88 180.00 923.88
15 900 1.77 in/hr 1.24 1245.03 270.00 975.03
20 1200 1.45 in/hr 1.02 1325.31 360.00 965.31
25 1500 1.21 in/hr 0.85 1360.77 450.00 910.77
30 1800 1.04 in/hr 0.73 1388.61 540.00 848.61
35 2100 0.91 in/hr 0.64 1406.68 630.00 776.68
40 2400 0.82 in/hr 0.58 1440.25 720.00 720.25
45 2700 0.74 in/hr 0.52 1455.58 810.00 645.58
50 3000 0.68 in/hr 0.48 1430.77 900.00 580.77
55 3300 0.64 in/hr 0.45 1528.45 990.00 538.45
60 3600 0.61 in/hr 0.43 1585.27 1080.00 505.27
65 3900 0.60 in/hr 0.42 1685.64 1170.00 515.64
70 4200 0.58 in/hr 0.41 1751.60 1260.00 491.60
75 4500 0.56 in/hr 0.39 1809.14 1350.00 459.14
80 4800 0.53 in/hr 037 1823.84 1440.00 383.84
85 5100 0.52 in/hr 0.37 1898.94 1530.00 368.94
90 5400 0.50 in/hr 0.35 1931.20 1620.00 311.20
95 5700 0.49 in/lu 0.34 1995.77 1710.00 285.77
100 6000 0.48 in/hr 0.34 2056.13 1800.00 256.13
V IN - 1.34 * Q DEV * t FOR t<= Tc
V IN - Q DEV t+.34 • Q DEV *Tc FOR t> Tc
REQUIRED SWALE VOLUME 1415 CUBIC FT.
TOTAL STORAGE AVAILABLE 1500 CUBIC FEET > MAR. - 975.03
O[3TFL0 W
TYPE "A" DRYWELLS 1@ 030 cfs = 0.30 cfs
TYPE "B" DRYWELIS 0@ 1.00 cfs - 0.00 cfs
TOTAL = 0.30 cfs
BOWSTRING METHOD DETEVTIOY BASIN
DESIGN AND ANALYSIS, POST-DEVELOPMENT TARGET • AREA II
TINE INCREMENrT (NIIN.) S
* TIME OF CONCENTRATION (vIIN.) 5 CALCULATED BY HAND
* OUIFLOW (CFS.) 1.00 DEPENDANT ON DRAINFIELD DESIGN
DESIGN YEAR Fi,OW (YR.) 10
* AREA (ACRES) 3.60 INPUT AREA
' DEVELOPED "C" FACTOR 0.90 CALCULATED USING WEIGHTED "C" VALUES
AREA x "C„ 3.24
nRAINAGE AREA (SQ. FT.) 156816
IMPERVIOUS AREA (SQ.FT.) 156580 BASLS OF MINIMUM GRASS SWALE AR.EA
1
TIIvtE iNG TIIvfE INr. INTENSITY Q UEVEL V IN V OUI' STORAGE
(r'ffIN) (SEC) (Il`I/HR) (CFS.) (CU. FT.) (CU. FT.) (Ci.J. F I'.)
10 YEAR CURVE 5 300 3.18 in/hr 10.30 4141.89 300.00 3841.89
10 600 2.24 in/hr 7.26 5094.84 600.00 4494.84
15 900 1.77 in/hr 5.73 5746.27 900.00 4346.27
20 1200 1.45 in/hr 4.70 6116.80 1200.00 4916.80
25 1500 1.21 in/hr 3.92 6280.48 1500.00 4780.48
30 1800 1.04 in/hr 3.37 6408.98 1800.00 4608.98
35 2100 0.91 in/hr 2.95 6492.38 2100.00 439238
40 2400 0.82 in/hr 2.66 664731 2400.00 4247.31
45 2700 0.74 in/hr 2.40 6718.08 2700.00 4018.08
SO 3000 0.68 in/lir 2.20 6834.33 3000.00 3834.33
55 3300 0.64 in/hr 2.07 7054.39 3300.00 3754.39
60 3600 . 0.61 in/hr 1.98 7316.63 3600.40 3716.63
65 3900 0.60 inJhr 1.94 7779.89 3900.00 3879.89
70 4200 0.58 in/hr 1.88 8084.32 4200.00 3884.32
75 4500 0.56 in/hr 1.81 8349.87 4500.00 3849.87
80 4800 0.53 in/hr 1.72 8417.71 4300.00 3617.71
85 5100 0.52 inmr 1.68 876433 5100.00 3664.33
90 5400 0.50 in/hr 1.62 8913.24 5400.00 3513.24
95 5700 0.49 in/hr 1.59 9211.26 5700.00 3511.26
100 6000 0.48 in/hr 1.56 9489.83 6000.00 3489.83
**VIN =1.34*QDEV#t FOR t<=Tc
ViN-QDEV*t+.34#QDEV«Tc FOR t>Tc
REQUIRED SWALE VOLUME 6524 CUBIC FT.
TOTAL STORACE AVAILABLE 6600 CUBIC FEET > MAR. - 4916.80
OUTFLOW
TYPE "A" DRYWELLS 0@ 030 cfs = 0.00 cfs
_ TYPE "B" DRYWELIS 1@ 1.00 cfs - 1.00 cfs
. TOTAL - 1.00 cfs
v
i Bf]idVSTRING METHD13 QE'd'ENTION BASIN
~ DESIGN ANU ANALY5IS¢ POST-DEVELDPMENT TARGET - AREA III
"i'IIvE INCRENffiNT (NiIN.) 5
' * 7IIvE pF CONCENTRATYON MAIN•) 5 CALCLILATEID BY HAND
I * OT.7'I'FI.ow (CHS•) 0.30 L)EPEN'DANT DN DRAINFML1] DESIGN
DESIGN YEAR FL.OW (YR.) 10
~ * AREA {ACItES} 1.21 WPU'I` AREA
* I]EVELDPE.D "C" FACTOR 0.90 CeA.LCLFI..ATED USLN~'a WEIGHTEI7 "C" V'AI..[JES
AREA a „C" 1.09
DRArNAoE ARE,a (sQ. FT.) s2707.6
LNTERVIOUS .4.REA (SQ-FT-] 52523 BASIS OF NIINMLTl++i GRASS SWALE AREA
7LvIE INC. TL1riE INC. lNT'ENSITY Q QEVEL V IN YOUT STORAGE
CNiK (SEC) (1NIHR) (CF'S.) (C.ILI. FT.) (CU • FT-) (CU,FT,)
' 14 YEAR C[JRVE 5 300 3.18 inlhr 3.45 1392,23 90.00 1302.k3
10 600 2.24 inAr 2.44 1712.43 180.)0 1532.43
15 904 1.77 inlhr I.93 1431.39 270.(?0 1661.39
20 1200 9.45 inl'hr L58 2055.92 360.40 1695,92
~
- I 25 1500 1.21 iNhr 1.32 2110.94 450Z0 1560.94
30 1800 1.04 in!}zr 1.13 2154.13 540.00 1614.13
35 aioo 0.91 if~ 0.99 2182.16 630.00 155216
, 40 2400 0.82 inmr 0.89 2234.24 720.00 1514.24
45 2700 0.74 Whr 0.81 22,58.02 810.00 144s.02
' 50 3004 0.68 inltsr 0.74 2297.09 900.0(} 1397.49
55 3300 0.64 inftsr 0.70 2371.06 990.00 1381.05
60 3600 0.6I in/hr 0.66 2459.20 1080.00 1379.20
' 65 3900 0.60 in{hr 0.65 2614.91 1170.00 1444.91
' 70 4200 0.58 i.nlhr 0.63 2717.23 1260.00 1457.23
75 4500 0.56 in}hr 0.61 2806.48 1350.00 1456.48
- 80 4800 0M in}hr 0.58 2829.29 1440.00 1389.29
85 5100 0.52 inl'hr 0.57 2945.79 1530.00 1415.74
90 5400 0.50 inlhr 0.54 2945.84 1620.00 1375.54
95 5700 0.43istfhr fl.53 3096.01 1710.00 1386A1
! 104 6000 0.48 in/hr M2 3189.64 1800.00 1389.64
i
**V IN =1.34*QI)EV*t FOR t<=Tc
' V IA1= QDE'V * t + .34 * QI]F-V * Tc FOR t >Tc
I
~
REQUIRED SWALE YOLUME 2188 Ci]8I C FT.
TOTAL STORAGE AVAILABLE 2425 CUBTC FEET > MAX. = 1695_92
. oLl'1'pLoW
TYPE
A DRY WEL G5 1~a 0.30 cfs ~ 030 cfs
TYPE „B" DRYIYELIS 0@ 1.00 cfs ~ 0.40 ds
TU'FAL = 030 efs
~ '
I
I
_ PRDJECT IC]B NO. SHEET ~
- ~ DESIGNED DATE
~
' I7EM CHECKED DATE
; -
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Target StOM •
aa soM sxn, stree+ P.O. 6ox f $92
M+ntfespollj, MihtWsota 664441392 .
Teleic No. 205812
November 4, 1993 ,
Frartcine Shaw, Associate A.I.A.
PIanner i
Spokane Caunty Planning Department
V1/est 1026 Broadway avenue
, Spokane, Wa 99260-0240
RE: TARC3ET STORE
SPRAGUE AVENUEAT E1/ERQREEN ROAQ
$PQ#CANE COUNTY, VIIASHiNGTO1V
Dear Francine:
Target Sfiores, a diNision of the Dayton Hudsan Corporation has purchased a traGt of land at the southwest comer of the above captioned iacation with the purpose of cvnstructing a retail fiacitity.
Target has caused to be prepared construction drawings relating to
ths site and building which are meant to fully cvrnpty with all local
codes and ordinanc+es. 7arget fully intends to pface aii landscape
items as described on drawfng sheet L1 prepared by Lanc3plan P.S.
under the direction of JUB Engineers_ The landscape materiats wili be
irrigated.
JUEI EngirtQers has been requested to provide the nursery estfmate for
landscape materials and irrigWan as per your request under item C5
.
of your letter dated Octaber 18, 1993.
If yQU have any questions, or if 1 msy be of additional service, ptease
. contact_ me.
cer
0
~s, A. I . A.
j~ct A rrunis~rator
1 Z/370- $11 DMlmqs
cc: Scott Shsnks - First Western aevelopment
Jim Coleman - J U 8 Engineers
A Divisian of the 00an Hudson Corporat'can Printed on recycted paper. ~
. . . - . . . . , , , L..., , r-, . U- • r . 3
T,ARdET S'1'aRF.S , (8id PnkaBa No. 3.0) F AS'T SFOKANT T-91 S
1
SECTi _MlO - PAC'KC&P , D. rtBMAP "Natlopat Blecirical Manafnrmrer'a
QQ I'.i'IgNmn[TIP'd[Fm(OVVmm Assocfesia~.•
Fi UL, "Buildiog Mate=ials Du+ectwy." Ncym: 'Im3 SfiCIIoN ING'[.ITDM IlVFCRMATiON 1.04 9II811+IITt'ALS
FOR THT OWAEIt sUppLUD ROOFTOP UNIT9 •
AND i8 'PQ BB U9FiD FOR REPERHNCE OIYLY, A. Cmply with tequiremcats of Secti,on 01300,
NOT A FART bF D1VMaN 15. Submittala, of Bid Far,1c 3 unIess aderwieo
PART 1- GF.NERAI. B. Shop Dcawings and Fraduct Data: Sbop
Ihoariflp and Prodaat 1?atL d11 be oomplete
.1.01 SECI'ION 1NCIAIM w►ith pertincnt deta abovt equipment iAclt=ding
the fonowing 9a for& ve requirod by thc Owner:
- A. F~taiehimg of padmged rovftop eir cQnditiauing ~wP~t. 1. Unit srraogamwt, dimen ions, w~ght, and
I ogm PbYaical &a~.
P. PbriiishinS of rood~op oquipmwt adjustabls .
oudrbs aitb b~gUr b~. 2. Rnof ~rb s~wing arrange~me~t,
dimeaskm, differant compnnente aud
C. DelIverq oe equip=nt to job siM swtinms in relatian to unit, burglar baco,
oonnE-m-s bo roof stsitcdme sttd imit.
D. Start-ttp mrvice, fdd airing► c►Pmting
ia~tYacda~ e~nd se;vice ~auaL~, and war~u.tp. 3. Gp~tie8 of supply b~lowe,ra, a~otor ]rw and
bp, stgtic pmsur% availsble staric pres9urn
1.OZ R~LA7'ED tT" vn dlmhuip duct, f6a tpm, vclaaity, faa
simes, and flther ehazacteristics. .
. A. 7be follawing SVarate aoabat work i$ . epccified uder Bid Pxk 3: 4. Overall unit M.
I. Saction 15850 - A.ir Hudliag: RovRop S. AX ca'1 tapaity, tows doop, fin spocitsg,
egtepmwt imtall#daa work by Contrsclar. tube diumetet, cnbarlDg and le+xving Bir
, conditi=, db, wb, and vther
2. Secgan 158$0 - Air I31stttibudvn Work by Ch~lsatari~t~~8.
Contr~ctor. '
b. Comptessor tyraa, oumber of cotnpremors,
3. Seofica 15350 - CaaWs and type of capwity aontrol, kw mpu# at fuil
Iashurowtafiae - Qwn= 9ttgpliod 1QSd, etartins and dunitg mMm. and 016er
Infmasiam iacluded far tzforeaco only - char~ctt~ist4~.
Conttols aod taabumentation.. r
7. Condeam type, aumbes of con4ea.gec8, kw
4. 8reclicm 139939 Air Syat= Tsssting, input oi ooadeum kas at laU ioad.
'uating and palaaciag • Owm Suppliad
1n nmatin iaciuded for rt.~e oD,ly - S. Typo of t+Qfriaocaot, to~1 reFidger~at char8e
wojrk by 1-alopm t Air Mi= Teiting . per cltcWe.
~aY• . 9. 'iype of 6odng medu►, capst'atY.
s. Diviidam 16 - Slacftical work by output/'mPut, air temperatutre tae, method
Cce#rsctot. af oosW, and athm katures-
1.03 REFF~tE'fi1GBS 10. Cotnplete ttait w'triag dWpam by unit
. msnuufahm with ooatml diW= and
A. AiBB, 'Amcxicm IneNtato of Tloctrical eequcaoa of apexat~n by cambcol
' m~ufactu'rx
~ /au, ~pir-v~taaaing and Rol'rigsmCton C. Opanttiog and ~ia~~enan+oe M$nmim: 1nelade
~ ~ ~ t ~ . ~
Inst~e. ~ ~~~iled in cbauZjr ~ and ataily
C. NECO "Naivnd Blnctric Code, 14FPA-70." uadm6aad fatm. Shoav eednl nwmbess of eech
pime ot equipmeat, oamplew ligb of ,
PACKAGSb ROOFmP Agt tXATDMONIING MUIFMENT (04VNfiR SUPFUSb INF4RMA3iPM 15780 -1
• JJ w• i,1r i i 1 f1RVG 1 1'.LI-IL CJ 1 I-1 I t ' P. 4 '
BAST SPOKAIVB TA15 (8id Padcnge No. 3.0) TARGET STORBS .
~rcpi~cas~t perta, belt d~za, m~otor ~s~in~ a~d whi~cL o~e ye~tt ie matas~at aad lnbot warra~tty -
actu~l loafds. prvvided by unit manntaatuser ss decribed
. abOM1►e.
D. Suhmittal Procadurm:
E. liVsrran4► shall not apply Eo i~juriw oc dAmagw
Slibmit ms rcpQ+oducible eepie end two oacurting afl,er Ok►rnar gQosptaace dua to 'Act of
. prinm af t6o unit md r+oof curb Shop God', l5m, violmca, abuse►, ar cweleamesa cd
Drawiup and Product Data witbin two sgparata Caflbsctm-9 ur Agcats of the Oaraer;
weeb aftr request fmm OwQer'■ Sito bawevar, Owner reservw fhe right to mko
- R~pre~eatativo (osR), . ~cm~ora~► r~'~ ~ce~ar~► to ~ e~iPm~t
. ia opc~tio,g c~atdif3on witbaut voidwg uait
- 2. Gloseovt 5ttbonitata: Submit thtee completa mmifaotmrer's wamaty ar r+dtiming tiafit
eets of appraved S6np Dtawings, Product maouPacturGr of tespaasibilities duting watyrsnty
Dste, snd QpGrnting aod Itidak~nca period.
Maavals to 03R.
1.C5 DELLMRY, STORAGE, AND HANDLIIVG PART 2 -rRODUC1'8
A. SoWule dalivary af 1mits tv elte as diycicd by 2.01 ACCTPrABLE MANUYAC7nmm'
Ownet. .
A. Provide unita sa whedvled on Drawings.
B. Ship caeh unit iu one piM, campletely wired,
B
P~P~ ~ c6argcd witb refrigei+snt, . Owner wil~ can~idca vattmtary alt~►t~s
Piopost+d bY wiit iQr
C. Proted cmdaager vaUa from damage wben staa~dArds and featttrm uaiag lmt amount of
abippad From bctory, mc'BY fos spacified roquh+emmts.
~ •
1.06 RtARRANTY 2,02 CAPACITY
A. Tbe mxnufactu= sball warrot uaila spia.st A. P~c'a~v1dc cs~mc'ity o~f w~ils te 8cheduled o~q
defootive matezWs. labor aad waAmeaship prawiop,
for a pariod of oue ycsr fmm date of Ownet's
noc,$psanco (aimover d4y). WeaYaaty peclod 2.03 RUUFfOP LM
eW c=taeoco upon aempistux of u:its by
~e~nc,sal
Ouvn,cr after iisitial atart ttp, te$t szPo'st ap~Pcaval A.
by Arahitect, sad asddutoly perfoa alm n , evide~ed by Avebitac~ Isttet ~ stsriiag date 1. ~e rooftop uait ehaU be e~ifiaally
sball be aent tQ Q5R by nait n~annf~c.tLU+~r. drdped f+or oWdeor applic4dan witb 2 fWty
ac3tuowtedged by OSbt snd retcuasd co soador. wegtherproaf aibaaet, caWlaWy faetory
, ~sambled, P'pad, wired aa,d ehippad u om
B. nefecu of any Idnd, du$ to AU4 wojrc Or Pi=0 (excap thz., roof cuzb).
msteriats, appearing auring the poriQd from -
sEppiag *uough etart1up to aooeptea= by tha 2. Ile unit shall be 100% teSd by the
Owaer mos# bo immodiately carreated by vpit aad a cqy af ths Am trst
W=&CpM at his pvrn OTew. report shipped ai@i 1he uait.
G. Tnitiai teMgarmt auad oil ahptge for oparatiag .1. 7he uoit oooliag esp:eitieg eha11 bv taeted ia
uoits sball be off'ieieat ia quantLty to fu11Y womdsnce vith ARI =adsW 210l240-84
charge tha eydm snd to loave it iA eafficisat or 360415 and tbs uait auny an AAI
qusatiW and aondidan. ~~ca stiok~.
Refidgaant ~ ~ ~ bo lost dosiog
the testina operatioa, et~t-up, W Ownet 4. 'o ~m3te s~a!! be ~aafe~► oe~if~d w
• • Bocept~,ct ~ be rr,ptsced by Zm3t ,~~co ~ t7I.. ~naand V t,48s ea~d
mmuff~acctLuer. Qn acoepta" of uoits by Owner ANSI atAndaid Z21.47.
and duiing one ymt wsnxnt}r PwiA MMSmut
' chargo a~r oii lost dac~g opaati~ eh~ll be B. C~abinei
, mplaaod by Iho vait m=ut1ctUM. withaout cost
~ ta tha c~ovnet. I. 'Ilye uait shBt! be conotrnc~ed of G90 waght
plvw"ed ftd with W eacftrior pmcls a
A. Unit mmdkwturet duall provide five yaan of miabmum 18
: atatzrial wartaaq cn oompr+cmrv afld taa yeara
. ef mjbcrW wan%* an tin heat exchaqger of ,
15790- 2 (OWNF1t SUPp'IIED INFORMATIUN) PACKAGED ROQPTOP ATft CONDPIZONIING ]EQiJIPMEN'r
s
. r • J.7 C1J' lOTI'1 1 MKI~t I KtHL L5 1 H( t P. S ~
TARfiIrI' STORES . (Did P'sdmg$ No. 3.0) BA3T SPOMANF T-915
. f.
2. ne tap pad dnll be cem b:aicsn andlor 4. The ugitt mss11 bavo s tmdemte driin pim
eloped for dtaiMe. tmder tbe evaporatot aoil p3oahod for gropc:
. dtaiw8a- .
3. 'ribe tutit ehatl hm hinged sooon doors frn
tbe blower, filtew, coud~,n~cr, power S. A ccadenBato drnW P-trap shWl bs fufnisbed
exhmmter, sm4 oomti ol-COMPreovr A[+eae. avith,the umt fbr ficld inae*llation. ,
'1'he blonw ud fileer doosa sbatl slm hsva
deuble WaO maattuotioa md be fkiI1y B. Goarleaw Fan(q)
gukete& 1. 'Tha vertical dischsrW copdeaaa bn(s)
4. Ali the ederivr paaab an ikt uait "1 be abslt be direct dJive, gropedler *w►
in6erfla1ly inmdaftd alih 1" thicl:, tbrco etatically ead dynRznlcgtly balanced. Tho
quarW Pcund dosiqr, nwptme coatad, faaa aad moeor s6a11 be sWtabte for vutdoor-
t Rbaglass in"on. ' ~talfatioa. ~ ~
~ ~ .
S. All aterior mwfwa of the unit sW be 2. Fan gutda sball be iQmid,od for aIl fm.
fbdehed witb a 'I'atget 'Iaa acrylk-epoaqr . .
glnse pgnt ova a aasb pffimar. F. C=dr.aecr Coil
6. Tha ueit shall ha" Ugsldecak gbowing vmdt 1. Tba coll shhalf havc a VIvaai=d eteel casing
nueober, littin8fr48ing Mi:sls, fibos Mom► and cvppar tuba aith alumipum Ru
se.n►i,ce mas, and ceutivn a+aaa. No mec~a~l~jt boaded ta the tubos. _
~m~uufactv~t's nismo ar logo she11 appear .
oa tbe exmdor vf tae uoit, Z. Me oag shaIl 6s des4PIed to vpe,nte at 95°
I' ambicnt.
7. 'Thz uflit ehan bava s tag 'unside the mbtnet
sbawing the co=plete modd ssumbet, .3. M►.e oa1 ehail ba aloped s mbimum of 30
dactriaal dats, amd othec pcr;inant data. degr+ets frm hof=*ta1 to grGVent coil
.
C. SuppIy ftn(9) G. ~4xiam Systdom .
1. TU sMiy fim(s) abaU bt a bett-drivrn,
forwgtd$r aaivvd, aatrifUgal fan{s}, Tha ttdt &all hava s hGrmetic.atty smled
etatir.aily md dynamioally Waacxd. . commssos(e) ar scnotl oaqrxsor(s) with
intP.~r~nal ffimw amlead protodion,
2. 7hie ~aa bcar's~ sball be eelf~igr~ng, iaterna~ Ipriug ieol~Lot~, crank~se beat~r
gftase lubricalod, eatd adeciod far a ' (nonc an ~erou ~ompr~~aats), =d be y
n*dmutn 13fe of 2001000 hcwcs. mauuted an rnbbet vi retioa holaws. 'Ilte
cotiqprw6or(8) ahall bt asny aoftmble and
3. 'tba sdjustabk V-belt fao drlve sbs11 be rcmavable vvithout dieassGmbb4g tho
deApnd amd mted fcr 14046 of tbe m+otm cabiaet. ~
~ameplai~e br~ka upowa when tho
• adjasmblo Rt+ltey b YA the MhiWUm RM. a, All imib aver 7 tm aball be mvltipla stage
snd bzvo anbimum af 2 stagee of cantroi.
4. Ihe fw(s), mokw, sod dirive " be
' mtiraly self eaatsined om aalide aut deck. S. ~~~~s folloaiaB aafoty
.
D. Bvap0tOot CMI ~ a. AuWnmtic tead low pmsoma c.vnttvl
b. Msnw1 eeW high parcasuie oamtroi
1. T~ oai'I Aall ba.ve a gal+rmizsd steel cRiag c. Zgme dcby
wd copper lnbeg witb alumiaum fRna • d. Low bapntum ambicat ]oakaut-
me~Lanicany boaded to the mbea.
4. TU sygtzm ebell ba " cbarVd md bsva
2. The oail ebsll bave a thcnpeStRkic acpa~a~o~n t~ foilo~v~ feaht~
vallre(s) snd m aq~talifing t9Pa verdcal tube a. Scbrtdar typa servioe fitfmp am tbe
d~sttibttm(s) with s " guction conaectioa. hi& sad law pr+easuro elda.
b. HltetMryw
3. Bvaparamr eviis !br mulfi4Mmpres= uerits
dhall ba alttaiW witb am citextit aad H. t~as meatiq$ 9ccfiop
expaigxe valv+e Per cmn faLKw.
The tmit ehau bav+a 4 two fitstge (eae etagc ,
- an 2md 3 tot► mite) g$s hating farnsce
PACXAC;EA RflUpMP AfR CONDTTIONTI+1a SQL'fIPNENT (OWNER SUPPIlED INFORMATION) 15780 - 3
-~+-T r~.~- i ~ ri-i i r-ir[b~ 1 KtHL t5 I H I t ' P. 6
TsA3T 9~'08ANB T 915 (Bid Packag8 hTo. 3.0) TARGs"~' gl~RES '
witb an alumini~d steal tuhn?ar heat K, Roof G1atb
~ • axcbanger with a 10 year warmatj+.
I i. Ths wnit sball hve a)4" high, tao pixe,
- 2. Tbe uAit aball hm h=tiag cmmponeata aod adjustablo, Wesmpiag raoY curdx
ooatcola consistiqg 9t.
~ a. Siagio elw redumdant ga~ valve Z. 'I1ia bottaaa cvrb Range 8ball be 5' bigh, 14
b. IDwlronk igoitiaan Bsu$a sted.
c' Higb limit swW"
d. Induc~ad draft b~aw~r 3. Tl~e tap curb, w~ sU,doe ovar thQ boltam
' e. - Blesuon~ic awitth t~c locl~tt ~ valve Qurb ~lmg~, ~11 be l4' higL, ]8 Bs~88
, ttatil cam6Wtf(a enr flaar v provm atoelo bc iotia'naUp insulstad with 18-1 l!?.lb
daiuaiw ;nalation, aQd bave a tteatad wood
1. Fi]bnr Ca~att~mt ~ tack sb~lp. 'Ihe interiar st~piy aad rehum
. duct " have 314' bMlar bM Vsoed 9'
• 1. 7be filta Compartment eball hsve a ' on a.aw both wayA. ,
dcublewall► ~4 SakcW► acw$ Panel .
m oae Bide of ths mbmet to aUow fQt BLy 4. ASasketto8 paoiup shatl be fiiniahed aridL
filw reatoval. the awrb fvr 15eld maunting. •
2. 'Ihm filter mks ehsll allow eaq For ijter S. Tbe ou=be shtll bs dosiped to Wit directlr
• remoral md havo 3' pleatad th"waway on has joi9ts vvithaut additional dnichual-
filtas. ~ aeel suppozt.
3. 7ba filw aompartmettt ahsll hava labr,2ing b. Provlda a cieuIl of Aa w}it to awb
. ehawibg fiker quant►ty, fillsr siza and cooaeoticu for ia~tioa io eeamit Zono 2
~ dicsctiaa af dt f1cW. pr gtea,tu, J. Rel'um, Outsida, and ReW Air 3e+ction L. Controls
1. Zba nait gheIl hav+o aa eathalpyldrp b~ilb I. 7m own" wiil gwly w F.mgy
icttvated eaaaamimx cansieting of mctor Maaogemant SyS= (FMS) ooolrol module
qxetatad aitdoorl~dttn a!r dampm and a to the R"ftop todt tbr
10096 powar cAauw. On uWta laqs than imtallatlon in tbe vmiL 'I'his naodule will
15 tou in size, tbs dampen witi madulate , coatrol ite opcrMiou of fhe uqit bssed ipn
betwoon minimum and 100% opea aad tha input frasm a spsoa eeaaor (Ruaiahed by the
power esthiuster will modulaca batwum 0 awm, aa:odoor air aemor (huais6ed by the
sed 10046 CFM. Qn umita 15 tm and • awner) aad unit seomn (fitrnisbed b9 tke
larger ia aize &a dmpen wi11 be ak moftop uait ~aAIrae. Zb~ aequaace og
'mutimnm or 100 Wopen snd tb+e pmer vperation ie as fo11aws;
e3chaustcr WUI be ai 0 or 140 96 GPM. Aa a~d switcb► oa tl~~ dampers will a. S~art m.d ~top raot~op tu~im tht+augh
activate/dcaotivaee the power advcustet. ~S.
2. 'The dampm " be wcMided alttminum, b. Om aM11 fer caoliag 65 EMS will
hollaw om, sit foU blade8 with mbbet wti.vBSe 60 cotomiar if the oatdoot
edp ma1s ead alum%um aad seak. Ilm air eatbalpy is lm then 26 BTE]/IS
dsVes blades erhaU be gear ariv+aa witb a dry air =d the t=pen*t+e is lws than
$psm8 ~ aad d~ to bave no m~ 70 dc~ F~k oubdoor
t~n aS CFM eg leWage Par e4uaro taot of dautpm wW opea aad &e power
~ ar~ w~ swwbjactod to 2" '~VQ• sir exhauat~t wtll ata~t!
' psesauro di#feeatial ectva8 the dampera.
I a Lf the spsce wmvgabra oomtiusics to
3. 'ILss powe= exhmismt shaII hm a boft drive riea, the eoadomi= wM be disc,tivaW
oentrifagt blower(a), ooatrols, and hbiged md ffie Emt e4ge of inerlaniosl wW be
swess d00c. wiYaW. no Cattdoor daatpers wM
, close io tbe mEoimmmn md Eha powar
4. ne autBida air 3amka ad povrer eahQUSi ethoustar will slop.
. "l have rgn hoods aAd bird ecreea.
d. If tbs ep~ ~ oantinM tO
tlm Ibe of ineobwn ca]
coollng wili be sakvated (7 ton aa3ts
snd largcr). .
15780- 4 (vwriM MJPFUED uMRMATloNk) PAcKAGM RooFMp AiR caMrnQNTNa EQcEPMENT
..v v~ JJ GIJ' 1 f ( 1 1 1 RRl7L { Kt~-{L, t~ ~ f-{ ~ t O•'7 .
r r ,
Ti4ROb"r b'rOIiFS ~ (BSd PiLc,kage Ida 3.0) BAST SMKANB T-915
e. 'I~* ecnnomim cm opamte during bsaice horsapowa and crpemto
mec.uLaicat ooolitig if tbe cxwditions eatiofactorily witb a vWtge variatian of
mentionod ia (a) ue met. + 10%. ppamically baiam motara ;
asd hold to aommucfal tolaaafts. , .
^ f. On a call fon ceaft lhg 8M9 will ' -
eetlvate the tao sugee (ope elap oa 2 c. 7'be fea mviora shsil be a higb .
md 3 Ecn aaits) of bmting aa roqvired. efficicary type. .
M. Unit Etecttiml Eteq~si~ements d. Sdect maum fot "sfa+ctory opemiaA
withnut failure when ambicat
1. Pt'OYiaC A IIOA•ffised IOCkiDg qw l+d9LhlB (40° C Ot 104° P)
WesdulprOOf di$OOIIaCCt gW10C.h 4~~ a for apariOd Of t*0 hOili'd Gt IDom ,
ZOCkabiC mlK81 COVQ, CIrcU~t brnkcra, .
powar termiiiA block, coatt+nl traaaformets, ' e. Ft+ovids squitrel-cage lypc motorso
stawtm, relaye, refrigr,laat aanerol, Ame, drip-pmaf euiclostua, constamt epEedo
aad 0wib*bw fOr remoti-, traaami nion cf acron-the-liae normal tor+que dmpod
fimctioas and other mieceilanwus electrical for quie amation. Matnr eball
codltc+nl dCVices requfred; all latemally apcrste at proprs iW IoM afld apeed
mounted mA virad wiWa each aait. A oonfiinucvsly wMaut txce.saivt hcating
C3FI oudek " be mcuftd on the unit for in my part. Sine at minimum 1159b
fleld wi:ia& servia f~c~oar.
Z Mntcr cmtrol fvr sup* fM iaotora, for f. ~fi',~td motois 112 hp aad largar fiar
emfi compreavr, aad fnr each comtloser tbrac p6sea, 60 bertz current uat~ss
fan mator abaTl hsve s UL lglel. Pravide sbown othcrwiue am Dnwinga.
mctvrs arith sqmfmte stUlm or oanfficfiord
wilh ov+orlagd ps+oteedon in each phm.
~MWY P~ aach phase 0gaiast PART 3- TXECD'I'~l~i _
- av~vum'eat. . '
3.01 bT'AItT-IP AND OPERATIlNG
3. Fslectric$i power at the unit aha11 be 460 INS'TRDCtION
}rolt, lhs+ee pham 60 hertti n hdicated an .Drawing%. Prmride 460 vott to 120 volt A. 1U stait~ttp md opmating kLsttv,ctios will be
tr~naformer for 3ntegral oontrvl wiring aad handR.ad by tbe awaa.
24 volt tromfiosmca of ddequate ctipacity Pcr oonerol airio,g. , . BdyD OF SECTION .
• ~ y
4. Wuimg 9ha11 cvmTb wlth NEC
mquiremess aa0 with lcfcal vplicahle
codes. .
~
5. SwAical compamb mha11 bsva UL iabel
a►het+e appllcabto AW sball bo ideadffed with ,
ptintrd labela. '
6. ~V'~rin,g ia6luding contral wir3ng "1 hxve
~ulstim nstod at 6t)0 va]te. ~
. .
7. Coatml aitiqg ebatl be color ooded, ,
numbm+ed, ncoy bareeMd 9md mvunted to
fixiltab~ enrvicing. A matc1ing calor caded .
a'2109 schematic ditpam dua11 be movmled lnside th,e dodriul coatpartneatt doos.
E. Motm:
A. MCdliml moto[8 afd Al~itCt 6~I
bbt~~y With AIEB, NBMA, and th18 _
' b. t?ee'iga Wors for supply voltagca
sadicaed, siied to davelop mguircd
PACSAt3Eb ROOFTOP AIR CONDI'ITONING fiQUUPMENT (OWNIEt SUPPIIfiA IlVFORMATIOIJ) I5780 - S
.
~ r-+s~U~a y u t~ r H 1 t StAUL
. . , :
riet
. B c~►
~a ~ ~
49
~ Vor'~''~"
L6~~ - J
WWOV
po,,, pVtA1L, -
~
~~'~~i~,•+•
44
/t* ft~ .
` ~.~.as tSl..~ i
~ . ~ - ~i~
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.
.
of t
~ r~ ~ .15~ ` -
~ f~••-r~~'~`~~'~o'
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a
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M i ► ~,1~ •"",'B'Ed"A~
r,.s
~ • • i~ ~ t♦ f r~ 1 `
♦
~ ~3r t ♦ i i .
r ~ 1
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,r~ ~ •
` ~ .
~
~
a
. . . ~ r~~.O~L ~ • ~j ~ . ~
~ai v~• ~~•v~- '
/
. .
dimensions • A cabine# • 2 - 7:ton
~ -
~
• iar.~uo~+r • • ~ s.a ~ ,
y+Dt7
~ ~6
7 ut
48 0 LO'W YMT Fi~ANG~'J VP
~rr~o~► ~ .
6 B~17FilF
ll''S'tJPPLYANi
~ 7•R~7UR1VAIR
~ 4$ M~'y 0
DSTAIt A DETAI1. B
, . ~ .
p~
; a~ ~
- `~CTi~a wc ~ 8~6 DEi+~tc B
L ~
J _ ; pE tu~u+ ~ ~
; 1~==r---•---~-~ -J` ~b
-if - - ~
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~
.
CCL ~
~
~ • 1 Z!~ .
~ rD
JU$Wy AM
W~ ~K? `
w 1~. -y
~ g110
4 1 1
NU~V!$E QP COMD~MrAl~l8
~,i• -3 TMr, 9 FAN
6 TQii • FaR
, ~ . . 6 • 7 TON - 2 FAg;S .
a*--" r---r- t0 i`~' . mr+o■~. cro~'~,~,_
, n~- ~
t.~ wG ~ .
• ,
1~ i I ~~/1 p10~~ tl '7T
1
r
~i % - j ~ 4~ j~ g' ~s~i
r
Opi+pe~giA ~M Tn CalRo0~.9, ~ a"cta3 • ~ a - t~+ss,.
Pula
t ~
w
stiz.`ssS j
lE tY.sAi1iT 4tlv
~~~M
~ ~~~~~iri"~i~~ry~~r'1.~1~~~~~i•
` itLE QNTtfY ~f'1K~TE CAf~l~T ~ W~ ~ ~T
~ ~y .
. u u
'
jPHeROrsP 24
, iyuv ~y;~ e3=1~F'M TARGET REAL ESTATE ' P. 10
T~Rasr s~noxBs ($id ~g,c No. 3.0) TAAsT aPOxArrs TAls
,~."1'ION 07s00 ep~ci~iod h~reein, o~miag bo raquit+emeus~ of
,~Y,~'I'Ell:i thi~ Seot~v~. ~ra~tem iac~udes bqt ~s not i~mitad
_ ~ to the lbllowing pucsh~eed by Tatg!ot;
PART 2- C,ENE~iAL i. Membrn~e ~heet goode
2. Roof ~wuls~on
i.oi sr~~oN n~ci.vnES 3. sup~~~~ s~a
- 4. 3olveats ~
A. M~aicallp fia~E~d reiafar~ed th.e.rmoglaatic 5. Gbverod ar C~oo~led Fasteaess
' , mtmbr~ae ~roof~a.g syste~m. 6. 7bs'mSnabioa Putte
• ' 7. Adheavves
1. Inaul~tioa, f~sstena~re, r,oofiag mombixao, 8. Se+~tgats
fl~~, ~tastic (PVC)'caated 9. Accc~sozi~
parapet cvpiag ratd oth~r epecifi~d roofiqg 10. "P~ar~et coPia:~s apeci~ed uadat 3«~iaa
, membrsa4 ~re~asa mstar;~ wi11 bs O?bo0,
. Pu~asod aad F,can'ided by TsrBct. .
C. ~ol~eana~: Da n~c~t exc~eed ~nazimnm desd laad
Z. ContisCtor aball p~t►ido ]sb~or, cquipmeat, fot co~binad s~of ine~biana s~,d i~d~l~on
woai bloclring, caRmtarfl~gs, and ot~ syete~m of 3.~ psf.
~ iar,id~t~t ~aterisls for a comQlrete ~
instaIlaticn, 3. ~7ctxFstia~a: Aices tb ~oei;ro roof walkw~y
sY'~ ~Y t~oeed mwci~m cvmbiu,~d
3. Roofusg Ma~u~ sball p~owide roof deadload by ttp to 4.0 p~f.
wacranty.
1.44 QUALTTY A~SURANGE
i.ld ~ELATEA DO AND ~'rIOxS ~
R a A. Applicator Qusti~ic$tiaaae:
A. Daeumeni 00120 - In.~ructia~ to &dder~; for
biddinE snbmittal pivicedu~. l. Applic~to~'a prinr~ip~ plaaa of bu~ss i9
• ` ' witbia 50 m~ea of pro3~ct ~it~. Appllcatton
B. I~oCUmtat 00307 - Rvol~tlg S~+ste,m Bid not meetin~ thi8 roquis~mcat nautet be ~rior
$ubrnit~ 3h~et. app~t~aved by 06R,
C. Docum~t OQ308 - Roofmg ~ystem ~1~taial 2. Appli~tor bas e mlaimum of 3 y~rg
. Fstimate sed Ia,for~tiaa Sheat. e:perienc8 epeci.alii~ ln tha iaatallittian
raof ~p~lic~dona epexi6ed hex+eia ~ad ia
D. Section 06I00 - Raugh C.nrpontry; fvr wood agPi'ovcd bi' t~e p~u~ary toofi4g maLesi~ls
nailera, h~ochlag a~d caat~. manufa,cturat.
E. Secttoa 07b00 - S~eet Metsl Fi~hing and 'I`rim; Applic~at~ a~l maiataia at thz P~3~
Eor 66oct meta! flas,~uag at roof. site ~utf~g ttm ~oofmg inbrtallstion, st
~ ~ ' tWl-drna fiald ' fo~maa
F. Divisian 2S -11+ie~+ca1; tor fiost p~rsooi j~c,lc~ who hss ~ m~t►itnum of 3 yeara
fior giumbi~g veats; Hashia~ tls~tg~s for roof a~peaiamoe ia t~e in~alta#3on o~ the ~
drains, nad thimblea foar bat ve~ts, ~ecifiod roa~in8 BYs~n on coe~table
~ • pY+cjects.
. ~
1.03 SYSTEM AESCi~TON
. - . ~ B. c~~r'o R,eqa~rem~ts: .
A. ~gn: ;
, l. Mezabraae rooi~ng qetcro sb~11 coa~nn to
- 1. Am,hi~eet'~ d~r~wiag~ ~ besed o~ e g~ric tha rcquireme~t~ of F~d Qas~ i, Insulabed
the~pla~tics e~aaf eystcm. Y~ Stcell~eclc Roof ~tam~ ~sto~8
specilSt~ bese~t~ ~d FM I-Z9S
2. sya~tcm m~aufi~otuxer aad insLlles tv for m~chamcal ~tt~t of .eiog,le-PiY c~o~
prav~id~ all nec~y detail$ to eosure roof mambraae st roof perimeter a~d cotants.
wiu ma~ epocif«t te~4tory aact
pe~rt~nae reqairemeats, o~►►~r fhs buihiia~ G. B~qttit+ement$ od ~I~tary A~clas:
~noto~ sadin~e~d, including ~ ~videre,
' Qashinge, e.tc. 1. Membrana roafing eEyst~m ~hnll b~ ~ C1~wa -
A ar S fir+e r~t~srduat as~emb~r li~d by ~a ~
' B. Provida cornp3~to m~brnae roofiog ~yebam ~pp,+o~vad ~ay witb nstioIIally ssoo~ui~ed
iastelliutin~ by ~blo mauuf~uaturers e~sfety et~aderde aad u~ng ~
~ A{~OFiI+IG 5Y5TEM 07500 - ~
,
' y
~ w' cc,rn~v` f`E.r7L GJ 1 1"7 1 L
~1b~'T SPOKA~~'3 Tr11s (Bid P~ck~ge No. 3.0) TARC#ST 9'IX7ItE3
. x+e~q~ireeua~ of 1oCa! oodes. Appraved System AgpECAtor, eu.d otber pWag
ggencies include iJ" ICBO, and thc dir*eo3' dhciWR work of this Sectian.
- NedoaW RegedtCh toazd of CARfl. . .
Pr~-iastaUation caafacenca 899nds:
bbbzWt downwtadon c.ati&ing thai
de* i~tletiom, mQmbt~a+e, aed o~her n. R+~view of dcawings aod apoaifir~atious~
syssrm ooopooeats campir arith Qm fbr appgcatioa ef roofia8 wiftn•
A ar A raquit+bmeat~. b. Ravicw propo~d appGcativa p~~
~1 cootdinatiou mquired wM ath,er
b. Aaaeptable eiacoMusatian iOr,hudes tw tradee.
.
~ids, s~! oopiea a~f L Buildin8 ~ ~~~~d
Matmia]s UireacoV iiatings, LTL jiehag epocificatioas. .
=60 nd ldters or r%osts issuod by d. R,arvirnw spcciftC pmojxt 00ndi40w.
yWaved $gmciae. - e. Walk &r;ugfi am to ncci" work of
.
D. phrior to wsbmitting roaftg Vid aad I?ocumim f, R,sviaw appwved shop dracwjap and
OQ307 - ROt?FM 3YSMM ND athar rcquirad aabmittals. '
, S[.TBMIITTAL SEM, oOMact Ow of tha g. keviw i,cqui=+ed *ectiouap ~eat~g,
,
.£ollaw~ag appUaabta roofing manufiaotvrer and oatification pmc.edurca, md
fbr t° lo0fin8 "*tem msbesial usap mounting Pracedum.
pe~vpo~,d, bo detammine pi'e'$S~ vpOU h. R+twiew fmeewt+~ed weathcr contritiow
oomdii~o~9 aed ~oqwt---at8 Ern thZ 1S'Yeat during bawllsti= pcriod, smi measuns
umfted toof mwikb wttranty: aeceemy to be h&ea dua to adve~e
c.nad'itima.
samam: i. Review a~gn~ of Pra-WstxanIy
Coobsct: Nick Kemlodng Submitlal as spccifieil Lmeim.
'Iel: • . 708-343-0005 °
' 3. Pre-inzWWIGA Meeting Mhndm:
3eAI•~i'~'' ' Oo~~s ~tl nea~d in w=i~g miatioes
Cootact: CxaiS BovlbY pteinstalladm caafenaaco to itulude items
Te1: 840 732-5379 diowssed, dopsione suud agrM=tJ made,
ineluftg wsm uwmtvod aad distribuLcd "
Troa"& Amaic4 Iaa,: bo C#eaetw 0ahbc10r, Ovw's SUa
Ccatact: I?nnn Cbmmad " . Repregntative, OwYtet'n Pivject Asrhitact,
Td: 800-344-6080 . aad atl AMMdeW.
. • ~i ~
LOS REF~F.NC~S 1.07 BiTSM1TTAI.S
A. CABO, 'Cvuacil of Amsrk-m BuildlxIg A. t3=ar21_ .
, . Offictals', ~
i. Lbmp#y wi$ Soctiou 01300, SubmitWa.
B. FN, ' Approval [~u~e • ~3qwpme~t, Matai~rls ~
3avicca for Cmeervntiva of Prapwty.' 2sa=it mimm tivm Fre-install$licM
cada"t&
C. ICBO, "Iftfmiosd C7onfemxm of BuUding
O~icisls'. , a Ce~tfiratias~
.
. D. 'lYhiAO "7~at Ballsti~t 281-1. Candit~aing 1. S'idding Roga;r+ammt~
. . PreoedsrtW'.
8. U~,, '~Iidi~ Mat~tla I7►iroolary'. tia. Gbmply wilh ~t~c+~e spoai~ed in
Docunrat 001M, Iutmtlow to
- Bidden.
. 1.~6 PM-DWAI,d,A77M COMFERENCE b. Rood"mg Gaatraotor eubvdt Domment
A. COavCM a prO-ITANINUGdcn vofthfttoe imdar o030'1 • Roofut$ Syaiesp Sid 3ubmittal
grovisiotts of Seotim 01010 two aregts prior to Sheu to Gmaal CmMsctow ta submic
oomme~caag aork of tbie Soch~.. wth C3aaeral Hid I)o~ms~tt 00300.
l. Reqaira aftendmm o! 0611, Cmtractor, .
i4lwufschum 'e 8eprrseqbivo, Rooftg ,t
, 07500 - 2 ' NEA+lBRAN's R40FZNQ SY9TIU
NOU 04 '93 03:20PM TARGET REAL ESTATE P.12.
''J+,ROSl' S"PORW (Bial Ascktsw No. 9.0) FA.ST SFOKANfi T-915 •
c. CertiSutione: 1.08 DELIYBRY, STORAGE AAtD HAMLING
- 1) Subait documenuflon of Glas A A. Delivcr packaged mAtetigle iti otIgiM, .
or Baimmbly se spocafied. unnpenad coatAiners or wtnppdng with labels
2) Submit ted rcport doc,um=tadon intact. ,
aborovin8 campimace arit5 FM ~
req~dre~cn~s as speciad. B. Protect niatetiala f~o~m w~r, the e,lem~ta, end '
. otba dmmags dusiag delivaY, storage, and
2. Ple-Atangnty: ibt foliawing aatement aad hawdling. °
cattiRcedaas nWl be eubmittod at
Pto-ingtallaticm confm ~c: C, Sbar~c ins~tl~l.onp roofta,8, amd athar matariala,.
A ig,cluding mstat3gIs soortd o~ soof, an cleau
MAAtUFACrIURhR INDICAM: wood palleu ot glatforms afid cover aith '
1) P WITH DRAWW(;B AND- waterproof r.oma secut* flxed in pZam
- sPEcMc,AMaNs RMATEn To THIs BPEC~'IC PRWECT; Ds Sb~s+a maberials oaataining e01ve0ts in tig~tly
1) AC"OWLIMfiM&NT 'tHAT THE sealod ooptaiam. Stme at pivm ti=PeratuM
, ROQPINY3 BYM14i WILL BB with odCquate fiie snd safaty pre=tiaas. .
IN3'I'ALLED BY THIS SP'FyGiFIC
~ 4'aN'IRAGfiC}Ii, UNDER 1HFsE Rmave from SXte wct or dtmaged mrxriadg.
VE=C CONDITI4NS; ImproPal,Y Bt,arcd mtelals expomd to inin,
3) INTFKI'ION T4 wA][tRMT RooFllvG enaw, or atbes wabu will be commideRroa
SY9TE4 UMFB AII.OF TkMSB damngcd aad ahell be s+emovtd.
CONDl'lIUN3. P. Cantractor sbatl roaiva Targpt fweishsd
mata'ials aad 6a ti+tspmible fvr tho protactian
` '~trgei ~er.~ ~ame ~~sr af them ono~ oII eibe ib a~dance ~vith . .
Fmvimva s in ths Gedftal Ccn&ti,o-Rs.
.
1.09 ErrvMarrMENrAL REQcraEMMffs
1C~~u~acturer s~ect Rame/Mumber '
, A. Do not apptr kOladoa os rootqag materials
' Q►hea rmf deck ia wet or whm fnst, ioo or
isntturo omaaukcau+er'8kq==atative saoa is ptaeest oa deck.
G. Mabetisle and Bquipmmt 3ubmiktals: 'Donot aPPlY j=Won or toofmg maUdtWa
. . wten other sidv~e ~mta1 oamd~ons '
1. Shop D,avviQgs: Submit obtag drawingg fior exist a &fimd by roofing mmluf~cturar.
rinembrm t+oofin$ eyoCem, mdudog Fr*oeed witb wotk amly w6m condihoas lagva
fast~ frequt~ep ~tod detgil~, i~tallation bean correot~d bo t~ eads,faction of rao~.ng
dils of p~~te~r f~hiag, t+~of ' manufi~ctu~+er. rIa#~fy OS8 otdelays causod by
Pt aplmes, and roof walkwqs, eur.h c.oadldone.
2. PY+oduct Dsts: Subm; Doonmeait 00308 - C. Do nat Wtp imulatim or rovfi»g mattriais '
Roof~g 8ystem I~a~l Fatimeta aad whea air tCOaperature or t~paat~re oR dock is
. balow t~t by m$au~"a~tuz~r, or
wrbea aloeaslve humidity is or cxm ba rxqactad
9. Oe~ti~ficgt~: 3~tbmit m~uf~enre~er'a p~t%wi.@siu buildiag, tmtese apeoiBl
~ . pt+ecautions a.~iaf~tory to OS~ ar~ tulce~n.
, ~v~+e ~~r+oj ca~ns f~ to t6~~eae ~r ~~t FEW S'Pe'clal pmc$udoas ta OSR far
9peaiC~catia~e. ~ eaptes of t~ird paty . sPP O and do na# Froc,cod w~thout npp~+avt~I.
► teat data.
D. Do aot epply insWBtian or zooflng mtrsialm
_ 4. ' Manmla: Submit intintenaax whm air tmpcrstaM snd wiad veloaity results
pf*g,Mm twommendati'm n apwlfied, io = bdoa► 0 dag F•wind dO tamp=tuaro •
, Notify OSR of d¢laye csueed by B=h
,
5. Wutanty: 3ubta19 m qxxiliod- coaditiQna.
MEMSRAN$ R04FWQ SYSMU 01500- 3
, M0~ 04 • 93 03 _ 21 PM TPRGET REAL ESTATE -
' P.13
.
BAST gPQKANB T 91S (DId Psdcage No. 3.O) TAWb'T S1'0M
L10 WA►PJR.1N'1'Y AND MADMNAIYCE 3. BoaM Siu: 4' x S'. - .
RECOhMMA7`MI~tS
~ D. Membrsne Plotootive Cwiaiag: I►+iateriei
A. Pfc+ovide Roofng Mmnnu6acturer'g stmArd rooamMended- by maavfacturer tio piotcct .
wsitt,eon wamaty, modifced if necesasry, to sooPing ,qy►atem &arm cortesivo exhxmi [nsidue.
iscludo Iabor wO nutterW to replaoe roof in
caea of inembraae faihmo. `4Varmty eW1 bo E. Wood Nsitem- No. 2 or better•gntde lombar as
, gpgd by an autbar3aed officer of tho r.aapnqy. spoalfied ia Sectian 061009 presesv~tiva tmted
0 rnoct roofmg nmmu8 raQtiitam~, .
B. Wennao P'edod: P18oaa (15) yea= fwm date and oomqmt-ble with rcoP~g g►Mm,
of PiW C=p}eZtoa 4f tbo plcojaL Submit two . copiaa vf warmty ta QS'R. ' p. Pipe Sawle and Flesdag Roofs: Uao prefarmed
cvmpoa=ts arheo fitmiebed by tnoSmg
C. Coatractar 4ud Roofng MaaubcRut+es sW - -Manufscdtrot. If aot fimn3dod, &d bbdceto
makO c+atr~.ttiaoa to wotic uade? tba pravigiom m mees roofing Mm I uhrimcc'e s+aqwiremases.
of thw acoersl Cotditiw eacept for a periad af .
rwo yawa 'saoeed of ome ycw aRer Filal G. Adbasives, Wvaab gud sedeats: a raqutmd
Cmpledm of the PlajecL sa,d mommentled by moftg mamnficturar.
D. ARrr final inspectinn, tht tooft applicat+or and H. Roof Wapway Sydem: Pmvide waiicway
rocas ahall mibmit to the Owneac Votam as recaamendod by mambratie
wntsea mAcnda6ow for tho Oa►aet'e mamdottut+eae, aad oosApatibie with roofwg .
c~im&ing maint+easaao pcop= fvr rQOfiag jmd mcmba2c. j?o NOrc uo pcmfabr{catad cr
fl~hi~g. caet in-pZaoe oancrota systr,m. •
L Gas Pip° SPP°`d Pbb: Mmwfidurer'o roofing
PART 2 -PROD►UC1'S MCM*Mw material.
2.01 14~~iS ROQF'IING 9Y9fiEM 7. Otbcc gacrWi; Aa reqaEred and c+~oommeuda3
!ry rootutg tnaavfachrrdr. .
A_ ' Aooeptable . m: Quue af tbe fallowing
roiaferccd dznnoplandc (PYG) msmbieae
roofing symmB listed beiow will bc prov9ded by PART 3-EXECUTiC3N
1kMAt;. . .
3.01 nvspzccmN
1. Saraafil • . • -
2. gaat D~rylUSA ' -A. Verify dadc is dry, drm and waccth, free af
3. TrvcallHula Amerlct Iao daprcwloas, arsvr.g, a: projecliow. verify toQf
opetttiag+ and penebadng alcoante ato wlidly
B. M~mbrgne 8yatnm Provicied: "t, •
1. Membna4 'Iype: Folyeaw nanfowed B. Institllstfan implm spprovsl of sub-6sn
• d~rmio~pl~stic (PVCj, material iad of T ghmif n nvibil* far .
-0~* . ,
; 2. Miaimtan'IUdoews: 40 miis ' .
102 WoaD xsUJM AND INsvi:a'rIOx
3. SXPOSPA gace Colat: Rhit,s. • b~T~P~I
4. S~cting aesza' ng Srtem: Hent swming; of A. Iaetdi at patlmetet of Mof, atvuad toaf
_ • a11 lap jviab nd flaQhing ,Jaiats. prajectiaw and uftztiew, ad e3nvkm se
, v4prc4 by zw~ syvssm naanudkctmr and
C. Insuiatioo-, Pafy' itmwan regfflxtmy agonciw- HoigM of na3ien bo mteb
(tNSUIrl) by Atfae or Fimtooe n itisuwiop dicmn. $ecucely flm= to roof
ra:omaaeaded and tcsted 6y r+aofwg dwg or adjaoan aniam ee by -mmded m~nn}~cCpare~ tor v6e witb aatoct0d eystwn oa raafiag ayetm mAtinfichuei.
' wid8 tIb roof dcak.
3.03 ROOF 96ULI710M APPi.ICA'tYON
1. bsulatioA "R' Vnh=. Minimum sged 'R'
yaluc of 17-00t acc.ordiaE to Raof Insulatioa A. Inatl! (INSUIr1) insUlaticu, eopmtam aad ' cemuWaee of 7IMiA, e,ondltioaing acr.twodas, sUW jatnts botwm ios"fla
Proczdur+ea. when applied in moro tban onc Iqer oP
materlai.
.
07So0 - 4 MMORANB RaOFINO 5Y$IBM
y
NOV 04 '93 03=22PM TARGET REAL ESTRTE P.14A
, .
7'AMET STC&E9 (Hld PaakmBo No. 3.0) B43'T SFORAN& T-915
B. Unleaa mom strhLMt raquiremeats Sre required 3.07 ACCEMMS
bp tbe Rooft MmUftcturar► 6aild'mg r.odee, .
, ~ 4' x S' ~ion boat~ds wit6 a minicnum , A. Ripa 5e$Is sad Fy~ahing Boa~a: Iaat~l •
oP aiz To, Plh inical fastown pcr boa:d witb pre&bricatad aud tield fabwtaned armponmts .
~r9 W3thin 6 9 Q.f b0[dtl CoIx1a[B BIIi3 LOCOmiIIg to 104fing 8~LR~11C110Z1.9.
~ ~ , ftrn0h ~ o &sfiCt Of Vther
3.Q4 RmQp'j,~~e (PVC) MUMtAM nAa1Qv a8 I'OquiTOd. Iniull ltOC0lding tD
ROQFING SYSMM APFLICATION t+00fiDg manlibAbum.'s i~tt'1#C'ttC~S.
A. P+eef~rm `vo* Lo mnet appliaable ptoviiivns of C. Adheeivm, Salvaats ead 3ptants: la§Wf ,
roofwg 'e curneat pubiis~d ~ecord'utg ~o raQfmB 's
apecificatioas. aPPHcatin inst=tiang, roqttir+em~. . -
recomu~esded deftila, aod etandanb of psuctice. - . .
_ D. 1ldamb~naae Prota~ive Oavesmg: boaU
B. Install Wo& to mom requlMmcnts of Ownar'4 • proteativa oovafqg st Food 5r,cvice ahmLqt fsa
;~yu~ance qgezoy sad regulatowy and mataiimd ~st fsos (P~`Ta) Es
l+ecommtaded by rovfiag m2nufi9M=.
C. Unlm mme stringmt roq~nye~ts ~ea,oqtrirod B.
~ by t~e I~oof4ag D~a~s~, b~u'~ding odes, R~do~f l~talkw~ay 9qst~m: In8ta~1 w~v~r pads
ftft me&tmk&y-@ft6tLed membrwsa an the 48' wide md nc! more thsa ama kWh froin curb
1ap st a maximm of 12w o.e, in Ehw fuld coetiauausly arauad HVAC units. aad fiQOf
sheeb. Fenea panmgct chee~e► PumPets aad hafth whe.re Ahawa aa tbu5 Drnawingm.
cu:b flWiss at aMeoimum of 6" o.c.
1. ?hermoplagtim: Fuk beat wdd the andre
D. Pkrinvcter Anschamt of tlto Det]t Mmbrame; paimew- •
'Irvro vp deck nsembrsae pl the garapet eod
' ftft v~it~ s id bar~ination bat igs~cd 6" F. tias PSpe Sup~patt Fads: Place lvo9e l~+er of
v.c. Tn ad~dadn, ap~y eaalt~nt bc~vem tbe - rool9ng mamb~aa ~mdar bot~ of heat~d wo~od
mel~tbtaae sad the patapat. bl~ck, tvnn pp both pides sa~d fa~t~n to block
atth ecrma mW'mrniunuo 1" di-mctzs washars,
. E. Hot wjeld sesms and jafnta as stquited by tbe
Roofing Masufatm?". Cheek noa for 3.09 FIELD QUA1.M C0NTgQL '
ooadmuity ead inbgrity. .
A. 'I'hermopla+atics 'GVel.ded Scem Inspection:
3.14 FLANWi+G, TERMWATION PLATa, .
AI1~ ACC.~SSO~tIE~ 'i. jnffipdat all waZd~ nRzt t;oolin$, ~r
II~13rAL~.A'I7t)N . cvituui~y ~d Inusiag rotadtd,
biuat aad toot eWtablo for teaft memtbraw
A. Genaral: Isstall Plashings 00 iooNory itmw am wbich wiu not dun roofin8. ' .
eha~vfl and ss requincd by the Rooluig letod sesuma st ead oP e~
Menuf~btiuit~r. 2. Re~fnepeat csoM
work dqy. ,
8. Fay adhae wiih R,ooftag M+anuhckrvr'a
agpsoved adheafva curi~ @aahings isor 3. Cat a~t 1Z iaoh eloes sectio~
7WR=p1WtW god gystem. sawts~, thm Pa work dap, in lmtions ss
dirael+od by dia OSA, sad e= an►er to tha
C. Ilbchgaicgy attach ve~fiogl parupCt wills for 49L ' .
'Ttetmepl~tba R.oaf *st=. P*f pstMpet ovalll
atier 24" ho, ettwh ha~L=tvIIY at 24' 4. Sompla a" ba usod tn venifjr qugicY and
jremments w3tb 2' sc:reAVS aad p18Eee at 12" o.c6 ideqmte nm gbmgth od oompleled
arw;& bas~ar um fnatmed tt 12" oc.. aewne. Acocpbble oe= wekb abag not
Seal anrd ovvar meebanical fimeaen with eepuabe ia the aeld plaa of t1u lovv pieees
Sdditionat 8' mininmm 1ayw or acrip of of membsane.
• mmbme w3d1 edpa ftdly bw added.
~posod fk~ee~s are not illowed. S. ~tcL a~eh ~et c~tt. j7. Tnratinte membms flahing av+er tap af 3.09 PROTEMON patapet md &lly sdba+s to metal $P3f oopiog -
; ~a ~t ~a ~ ~ ~ A. c~t: v~ ~WM ~ ~
~ oopit►g for 1hermvplnd* sYatams ss dot~ud aan ingWlgtion. cacbor sha11 inotttute appropriate
. the DMw1a9e, poaad~e for muvcMiam aad probacticn of .
07500
MEMBRANE ROOFII~(~ SY3I'BM • 5
„ - • • ' • NOV 04 '93 03= 22PM TARGF-t REAL ESTATE - -
- ' P. 15
.
PA3'f SPOKANS T-915 (Bid PackBgc No. 3.0) TARGET STOM
aompltted roofng during rem4iadet of •
~eowbwlloa petfoti =til Avject it twnod avcr ~
to tbn Owter. -
D. Rrmova shsip conatructinn &Jmtle ma0wiats sttch at Ioo6e ftstw,ers and plaLss, metal strapping,
mml elipe, ehset meal ctfmming,e,canduit sad -
pipe aar:p, naails,, oa, immed~ty iad gtue ia probectiva cantaime. Iiemave w8s~a msbcrisl, '
psclt88W8 matecial, ad CnnsUWtion debfia
fcom tht roof smfm an a, dsfly basis. . ~ , . .
C. Final Iaspectioe: At eubsLint3al complexian, m~k~ 5ine! ~n~peet~ama, in comguaclion snd iar
• •
, acoos+cWoo wifh Rocfin M
- Repomnsativo md C?antr'e Repnrmtstive, af ~
, roofin# s,ystan and prepam a arsittc.a rapost to ,
Owner, t3esaribiag naturo sad mtaat of damag0
fmmd, if aqy, imd wows probable cause.
D. Rcors: RqWr amd nplaca, Ls required a!1
ilttetloraW or defeCtiv+e saofiog found at t'inal . `
inepection. , ' .
B. Watraaty: paiod ebnll aammeaca . .
u~ ~cpta~~~ oe tr' tba 4Yroa that a11 sepaice •
hnro beea mtde nd Ow the roo~'tA$ inaWlstion
ao~mpliGA with Ehe coritiatt doaummtsL
F. Attsah a 3M Compaoy "CoatrohptcR Marking .
FiLln" self-edhesiva waming shcxt Cd Tho
tindcrside of the foof ums habch w►ith tb,e
~
followivg noeagm
WARNtNG! A) This roof +s adverslely 8ffected by
_ LIQUID fREdN ANa MOST FETROLEUAA 'BASED OILS. Should a spill of any such
materiats accur, please ctean up '
immediately and not«Y ttte ROOFING
; OEPT.
, Bf Qo not place meta1 penefs, toal baaces • '
or any sharp abjects in drect oantact with "
roof inembfane_ '
CA 1,CW ' .
~
• 8e#ore fes+rinB the vr'rotk et'ea, pick up an
, sharp objeco, such as ne~7s or sCtsws that ~
coutd punctur9 !he roof surface. Make sure '
roof is clean. -
RQOFIwG MANAGEMalT
, .
F.ND OF BECTION „
,
07500. 6 MMaRAA ROOF.INO SYSTFM
• , .
.
. w
44
TARGET DEPARTMENT STORE
SPR,AGUE AVENUE AND EVERGREEN ROAD
SPOKANE COUNTY, WASHINGTON
STORM WATER RUNOFF
STORAGE AND DISPOSAL
. CALCULATIONS
. E~~~V L- -6 1993 ~
q
cilrlJn~u~~ C"~9~►dle9 Y 0*
PREPARED FOR:
FIRST WESTERN DEVELOPMENT
SC
. ,
~ - - ~
o ~F 2s233
~~`ISTER
ONA1.~-
,
. . EXPIRE3 7- ZZ --°~y October 12, 1993 ~Pr-ICIAL pUBLtC DOL'IYAiENT
6140KAAIE- CQUNTY ENGINEER'S QfFICE
OR G NA~
PRO.~Fff 4 aq 30 $2
$AM:TTAL 4.- PREPARED BY: ~r`~T~1RK TO CQUKT, Y M;,' ~~E R.
J-U-B ENGINEERS, Inc.
1250 Ironwood Drive, Suite 220
Coeur d'Alene, Idaho 83814
PUR,POSE
The purpose of this report is to submit, for approval, the
assumptions calculations, and design of the roof and site drainage and
drywells for the proposed Target department store.
The information in this report will provide calculations for the
following:
• Drywell Sizing - Drywells are sized as follows: Type "A"
drywells will be assumed to handle 5,000 SF of surface runoff.
Type "B" drywells will be assumed to handle 15,000 SF of
surface runoff: Where this relationship is exceeded the
Bowstring method of runoff calculation will be used to justify
the drywell selection. Outflow capacity of Type "A" drywells
is assumed to be 0.3 CFS and 1.0 CFS for Type "B" drywells.
• Drainage Structures - Pipes, ditches, and other drainage
conveyance structure sizes and geometry will be justified with
calculations. Runoff is calculated by use of the Rational
Method.
Other information provided with this report will provide the
following:
• Grades - Contours and spot elevations are provided on
attached drawings. One percent minimum slopes are used to
convey runoff across paved surfaces where concrete curb and
gutter are not utilized.
• Pavement - Attached drawings indicate where all travel
surfaces are to be paved unless a paving waiver has been
granted.
• Approach Permits - Copies of approach permits from the
appropriate government agency are include for all new
approaches and those which have been altered.
• Swale Cross-Sections - Typical cross sections of swales are
detailed. Details indicate sodded side slopes not steeper than
2:1 for up to a maximum of 12 inches depth. Swales which
are greater than 12" in depth will have 3:1 side slopes. The
tops of swales are a minimum of 2" above the rim elevation of
drywells to provide freeboard for stormwater overflow into
~
.
drywells.
• Elevations - Both bottom of swale elevations and drywell rim
elevations are indicated on attached drawings.
Calculations have been made in accordance with the Spokane
County "Guidelines for Stormwater Management".
EXISTING FACILITIES
The proposed site is a 9.85 to 10.24 acre site, depending on
whether or not a right-of-way vacation is granted. The site fronts
Sprague Avenue, on the north and Evergreen Road on the east.
Currently all runoff from the site flows to low points on and off of the
site. Presently there are no stormwater treatment and disposal facilities
on the site.
PROPOSED FACILITIES
The proposed facilities are parking facilities and a 96000 SF Target
building on Lot 1. This building is planned to be expanded by 8400 SF
in the future. Lot 2 is 0.73 acres of the entire site for a future store pad.
6co.~ ~ , s- 's r~crn - as
Buildin~ Runoff ~ ~ JQ)vaA
c.
c4
- ~On
The 6000 SF Target building and_8400 expansion will be
tightlined direcfly to three/rype 'B~A- e rear of the building.
A11 mechanical equipment ~on the roof of the building will not contain oils.
The three drywells are in' onnected by 12 inch pipe to equalize flow
between them. erc- Qcp~ `D
Parking Lot Runoff ~~•~w~„~,.~
w' s
The proposed parking lot is divided into three drainage areas, I,
II,and III. Area I sheet drains to the north to a 2853 SF grassy swale.
Area II includes Lot 2 and sheet drains to the south to a 13200 SF grassy
swale. Area III also drains to the south to a 5007 SF grassy swale. The
area provided for infiltration in each of these swales is greater than what
is required to store 0.5 inches of runoff at a six inch depth.
9
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~
~
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- ~~,..r= ~ ' Pt10NE; $3814 PNONE: 208-667-1574
FA1ft 2 ~ I r FAXt 205-ee7-217e ~
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DETENTION BASIN AND DRYWELL DESIGN
X-
DRAINAGE AREA I (See Figure I)
1. Paved Area 33,950 sq. ft.
2. Swale Area Requirements (1/12 Ratio)
"208" 6" ponding depth, area 2,830 sq. ft. .
Effective Ave. Width 12.85' in/8" "STEP" back of walk
Effective Ave. Length 222'
,
Area Available 3000 > Area Required 2830
3. Dry Well Requirements (Bowstring Method)
Type "A" 1
Type "B" 0
2
DRAINAGE AREA II ~
1. Paved Area 156,580 sq. ft.
2. Swale Area Requirements (1/12 Ratio) ,
"208" 6" ponding depth, area 13,048 sq. ft.
Effective Ave. Width 32.92 w/2' Back of Curb
Effective Ave. Length 432'
,
Area Available 13,200 > Area Required 13,048
3. Dry Well Requirements (Bowstring Method)
Type "A" 0
Type "B" 1
50
I]RATNAGE AREA III ~
1. ~av~d AI'~a 52r523 Sq. ft.
2. Swale Area Requirement~ (1/12 Ratio)
"2 08" 6„ ponding depth, area 41377 sq. ft,
Effective Ave. Widt,h 58" wl2' Back of Curb
Effectiv~ Ave. Length 100'
Area Available 5,007 > Area Required 4,377
3. Dx-y Well Requzrements (Bowstring Method)
Type f1ATf I
r-~-~~ e r rB r r 0
1
~~~F AREA
1. Raof Area 1~~r{~~~ sq. ft.
,
3. Dry Well Re7 r~ments (Bovvstx~ir~g 1Vlet~iod) .
„A,1 0
Type „B " 3
~
~
~
~
BOWSTRING METHOD DETENTION BAS[iV
DESICV AND ANALYSIS, POST-DEVELOPMENT TARGET - AREA I
TIME INCREMENT (NIIN.) 5
* TTME OF CONCENTRATION (IvQN.) 5 CALCULATED BY HAND
* OUTFLOW (CFS.) 0.30 DEPENDA~~1T ON DRA.[NFEELD DESIGN
DESIGN YEAR FLOW (YR.) 10
* AREA (ACRES) 0.78 fiNPUT AREA
DEVELOPED "C" FACTOR 0.90 CALCULATED USING WEIGHTED "C" VALUES
AREA a "C" 0.70
DRAIINAGE AREA (SQ. Ff.) 33976.8
IlAPERVIOUS AR.EA (SQ.FT.) 33950 BASIS OF NQNIMUM GRASS SWALE AREA
TIME NC TIME INC. INTENSITY Q DEVEL V IN V OU'f STORAGE
NIM (SEG) (IN/HR) (CFS.) (CU. FI'.) (CU. F'1'.) (CU. FT.)
10 YEAR CURVE 5 300 3.18 in/hr 2.23 897.41 90.00 807.41
10 600 2.24 in/hr 1.57 1103.88 180.00 923.88
15 ' 900 1.77 in/hr 1.24 1245.03 270.00 975.03
20 1200 1.45 inlhr 1.02 1325.31 360.00 96531
25 1500 1.21 40r 0.85 1360.77 450.00 910.77
30 1800 1.04 inmr 0.73 1388.61 540.00 848.61
35 2100 0.91 inlhr 0.64 1406.68 630.00 776.68
40 2400 0.82 40r 0.58 1440.25 720.00 720.25 •
45 2700 0.74 in/hr 0.52 1455.58 810.00 645.58
SO 3000 0.68 in/hr 0.48 1480.77 900.00 580.77
55 3300 0.64 in/hr 0.45 1528.45 990.00 538.45
60 3600 0.61 in/hr 0.43 1585.27 1080.00 505.27
65 3900 0.60 in/hr 0.42 1685.64 , 1170.00 515.64
70 4200 0.58 in/hr 0.41 1751.60 1260.00 491.60
75 4500 0.56 in/hr 0.39 1809.14 1350.40 459.14
80 4800 0.53 in/hr 0.37 1823.84 1440.00 383.84
85 5100 0.52 in/hr 037 1898.94 1530.00 368.94
90 5400 0.50 in/hr 0.35 1931.20 1620.00 311.20
95 5700 0.49 in/hr 0.34 1995.77 1710.00 285.77
100 6000 0.48 in/hr 0.34 2056.13 1800.00 256.13
**VIN-1.34*QDEV*t FOR trTc
VIN-QDEV*c+34*QDEV*Tc FOR c>Tc
REQUIRED SWALE YOLUiV1E 1415 CL7BIC FT. TOTAL STORAGE AVAILA$LE 427 C~'1tIC FEET > MAX. - 975.03
/ OUTFLOW STORAGE
TYPE "A" DRYWELLS 1@ 0.30 cfs = 0.30 cfs 375 cf
TYPE "B" DRYWELI.S 0@ 1.00 cfs = 0.00 cfs 0 cf
TOTAL = 0.30 cfs 375.00 cfs
O-C2_ kk Ca-v~":J-QA
y . ~
~
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I
BOVIfSTRING METHOD UETENTION BASlN
dES1GN Ahlp AiVALYSIS, PUST-DEVELOPMENT TARGET • e1REA CI
TLN(E INC.REMENT ('MTN.) 5
* 3'L'VM OF C?NCEI*fTRAT[ON (MII*[.) 5 CALCULATED BY HAND
* DUTFLOW (CFS.) 1.Qo DEPENDAuN'T ON DRAINFIF-LD DFSIGN
L]F-StC'aN YEAR FLOV51 {YR.} 10
* AREA (ACR.ES) 3.60 INPUT ARF-A
*~EVELOPEU „C" FAC°TOii 0.40 C#ILCULA'IED iJSING WEIGHTEL) "C" VALM
AREA x "C", 3.24
DR,ALN ,ACE AREA (SQ. FI'.) 156816
PiviPERYI'OUS ARE.A (SQ.FT.) 156580 BA5I5 OF MINIiVIUM GR,ASS SWALE AREA
TIiM iNC. TI.NIE INC: 1NTENSITY Q DEVEL V IiN 0* VOLiT STORACE
(NTIM) (SEC) OAill-[R] (CFS.) (Cl..r, F'I'.) (C[7. FH'.) (CU. FT.)
10 YEA2, (:.URVE S 300 3.1$ injhr 10.30 4141.84 300.00 3$41.$9
- 10 500 2.24 in.Thr 7.26 5094.44 600.00 4494.84
15 ' 900 1.77 irltr 5.73 5746.27 9DO.00 484G.27
24 1200 1.45 inlhr 4.70 6116.80 1200.00 4916.80
25 1500 1.21 inlttr 3.92 6280.48 1500.00 4780.48
30 1300 1004 in/hr 3.37 6408.98 l800.(]0 4608.98
35 21GQ 4.9 1 in/tsr 2.45 6432.33 2200.00 4392.38
40 2400 0.82 ialhr 2.66 6647.31 2400.00 4247.31
45 2704 0.74 iMir 2.40 671 S.08 2700.00 4018.08
50 3000 0.68 inlfir 120 6834,33 3000,00 3834.33
55 3300 0.64 inlhr 107 705439 3304.00 3754.39
60 3600 0.61 irt}hr 1.98 7316.63 3600.00 3716.53
65 3440 O.60 irvhr 1.94 7779.89 3900.00 3879.89
70 4200 O.58 iY1/1F 1.82 8084.32 4200.00 3884.32
75 4500 OJ6 lfY/t1S 1.91 8349.87 4500.00 3849.87
80 4800 0.53 inlhr 1.72 8417.71 4800.00 3617.71
85 5100 4.52 uilhr 1.69 8764.33 5140.00 3664.33
90 ,5404 0,50 u►!hr 1.62 891124 5400.00 3513.24
95 5700 0,49 irdhr 1.59 921116 5700.00 3511.26
100 6000 0.48 ir►113r 1.56 9489.83 6000.00 3489.83
V IN = 1.34 Q I]E V * t FOR t<= Tc
VIN=QDEV*t+.34*QDEV*Tc FOR t>Tc
REQUIRED SWALE YOi.aUME 6524 C[JB1C F'T. '
TU'TAL STDRAGE AVAILABLE 7110 C`.LIBIC FE~'_a~4f~► ° 4916.3b
OUTFLDW 0RAGE
TYFE „A„ DRYVVELI.S 0[7a 03 cfs ~ 0.00 cfs Def
TYFE "g't DRY#VE[.I~ I @ .00 cfs ~ 1.U~ cfs 750 cf
OTdL = 1.00 tt"s 750.00 cfs
CL
BOWSTRING METHOD DETENTION BASiiN
DESIGN A\'D ANALYS[S, POST•DEVELOPMEiVT TARGET • AREA III
TINIE INCREIviENT (NIIN.) 5 •
* TIME QF c~ONCENTRATION 5 GALCTILA"IEU BY HAND
* OiJTFLOW (CFS.) 0.30 DEPENDAN'I' ON DRAINFIELD DESIGN
DESIGV YEAR FL,OW (YR.) 10
* AREA (AGRES) 1.21 INPi1T AREA
* DEVELOPED "C" FACTOR 0.90 CALC(1LATED US[NG WEIGHTED "C" VAL,(!ES
AREA x "C„ 1.49
DRAINAGE AREA (SQ. FT.) 52707.6
IIvIPERVIOUS AREA (SQ.FT.) 52523 BASIS OF MINIMUM GRASS SWALB AREA
TIME ING. TEVE INC. INTENStTY Q DEVEL V IN V OUT STORAGE
(~'IIN) (SEC) (IN/t{R) ((:FS.) (CU. FI'.) (CU. FT.) (CU. FT.)
10 YEAR CTJRVE 5 300 3.18 in/hr 3.46 1392.13 90.00 1302.13
10 600 2.24 in/hr 2.44 1712.43 180.00 1532.43
15 900 1.77 in/hr 1.93 1931.39 270.00 1661.39
20 1200 1.45 in/hr 1.58 2055.92 360.00 1695.92
25 1500 1.21 in/hr 1.32 2110.94 450.00 1660.94
30 1800 1.04 in/hr 1.13 2154.13 540.00 1614.13
35 2100 0.91 in/hr 0.99 2182.16 630.00 1552.16
40 2400 0.82 inJhr 0.89 2234.24 720.00 1514.24
45 2700 0.74 in/hr 0.81 2258.02 810.00 1448.02
50 3000 0.68 in/hr 0.74 2297.09 900.00 1397.09
SS 3300 0.64 in/hr 0.70 2371.06 990.00 1381.06
60 3600 0.61 in/hr 0.66 2459.20 1080.00 1379.20
65 3900 0.60 in/hr 0.65 2614.91 1170.00 1444.91
70 4200 0.58 in/hr 0.63 2717.23 1260.00 1457.23
75 4500 0.56 in/hr 0.61 2806.48 1350.00 1456.48
80 4800 0.53 in/hr 0.58 2829.29 1440.00 1389.29
85 5100 0.52 in/hr 0.57 2945.79 1530.00 1415.79
90 5400 0.50 in/hr 0.54 2995.84 1620.40 1375.84
95 5700 0.49 in/hr 0.53 3496.01 1710.00 1386.01
100 6000 0.48 in/hr 0.52 3189.64 1800.00 1389.64
VIN=1.34*QDEV#c FOR t<=Tc
VIN=QDEV*t+.34*QDEV#Tc FOR t>Tc
REQUIRED SWALE VOLUME 2188 CUBIC FT.
TOTAL STORAGE AVALLABLE 2900 IC~FEET > MAX. - 1695.92
\
OUTFLOW STORACE
TYPE "A" DRYWELIS 1@ 0.3U cfs = , 0.30 cfs 375 cf
TYPE "B" DRYWELIS 0(a~ 1.00 cfs = 0.00 cfs 0 cf
TOTA = 0.30 cfs 375.00 cfs
~
IA
r
~ . .
BpVYSTRlNG METHOD DE'I'ENTIOM SASIiV
UESZGy AiYII ANALYSIS, POST-DEVELO FMENTTARGET - Rf3OF AREA
TTiVE INCREZMENT CiVIILN•} 5
* 'I`tikdT OF CON[`ENTRATI(]N (NIN•) 5 CALCULATEU BY HANp
* 0[1°I"FLD17V (CFS) 3.04 DE£'ENDA3*]'T OEV DRA[NFIELD I7ESIGN
,DEStGN YEAR FLOW (YR.) 1a
* AREA (ACR£S) 2.4-8 INPUTAREA
* 06VELOPED "C" FAC(yTOR 0.90 CALCLJL.ATED l1SING WEIGHTED "C„ yt1LLJE5
AREA x "C„ 2.23
DFtAIiNAGE A,REA {SQ. FF.} 108028,8
INiPERVI00S AREA (SQ.FT.) 1(}$000 BASIS OFLWA1I.h+fiJM GRASS SWALE AR.EA
1"LVE INC TdIvfiE dNC, INMNSI"I'Y ~ I)EVEL V[N V QUT STdRAGE
{l'ff]`{} (SEC) {INIHR} (CFS.) (CI1. FT.) {C1U. FI'.} (C[J. FI'.)
10 YF-AR CURVE 5 300 3.19 inlltr 7.10 28,53.30 900.00 1953.34
14 600 2.24 inlhr 5.00 3509.78 1800.00 17(}9.78
15 • 400 1,77 infhr 3.95 3955.54 2700.00 1258.54
20 1200 1.45 ior 3.24 4213.74 3600.00 613.79
25 1500 1.21 iWhr 2.70 4326.55 4500A0 -173.45
30 48o0 1,04 Mr 2.32 4415.(}7 5400.00 -484.93
35 2100 0.91 inlhr 2.03 4472.53 6300.00 -1827.47
40 2400 0,82 inll'sr 1.83 4579.26 7200.00 -2620.74
45 270(1 0.74 in}hr 1.65 4628.01 8100.00 -347 1.99
50 3000 0.68 inlhr 1.52 4708_09 900(.00 -4291.91
55 3300 0.64 inThr 1.43 4859.69 9900.00 -5040.31
60 3600 0.61 in/hr 1,36 5040.35 14840.00 -5759.65
65 3900 0.60 inlhr 1.34 5359.48 11700.00 -6340.52
70 4200 0e58 in)hr 1.29 5569.20 12600.00 -7030.80
75 4500 0.56 inlht 1.25 5752.13 135[7{].00 -7747.87
8o 4304 4.53 infir 1.18 5798.97 14404.00 -8603.13
85 5100 0.52inOt 1.16 6037.65 15300.00 -9262.35
90 5400 0.50 in1hr 1.12 6140.23 16200.00 -10059.77
95 5700 0.49 inlhr 1,09 6345.53 17100.00 -14754.47
lQ0 bODO 0.48 inThr 1.07 6537.44 18000.001 -i 1462.56
**Vi~ii=1.34*QDEV*t FOR tr_Tc
V IN -Q DEV * t+34 *Q DEV } Tc FC3R t> 7e
REQUIkIED SWALE YOLUl1IE U C'L1B[C FT.
TOTAL STDRAGE AYAll,ABLE 2250 CiJR[C FFET > MAX. = 1953_30
~
OU'FF~.O STRAGE
TYPE "A" pRYWELL.S 0@ 0-30 ~ D.DO rPs U cY
TYPE "B~~ DRYi~VELI,S 3 L44 cfs = 3.00 cf'~ Z7S0 ef
T~4TAL= 3.00 cfs 5~.oa cfs
~ 7Yo~
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TARGET DEPARTMENT STORE
SPR.AGUE AVENUE AND EVERGREEN ROAD
SPOKANE COUNTY, WASHINGTON
STORM WATER RUNOFF
STORAGE AND DISPOSAL
, CALCULATIONS
PREPAR,ED FOR:
FIRST WESTERN DEVELOPMENT
S C
~ s
' - -
-
~ 4FCi2 ~0 OFFICrql PUBLIC DOCUMENT
SPp
J,s/O STE KANE COUN7Y EIyGINEER'S OFFICE
NAl OR'G IV
~ .
RES 7 PR°JFCT#
ZZ ~ SUBM17I'Al #
~
October 12, 1993 RETURN TO CpUNTy ENGI
NEER
PREPARED BY:
J-U-B ENGINEERS, Inc.
1250 Ironwood Drive, Suite 220
Coeur d'Alene, Idaho 83814
r,._ ,
RECEIVE-0
;
f OCT 1 41993
;
. ;
: SpgKA9ii Ci3UNTY Ef3GIl0EER
I
h '
•
~~~~~~E
The purpose of this report is to suhmit, for apprvval, the
assumptions calculativns, and design of the roof and site drainage and
dryve1ls for the proposed Target depaz-tment store.
The information in this repoz-t will provide cal-culations for the
following.
. Drywe11 Sizing - Drywell.s are sized as follows: Type "A"
drywells wi11 be assumed to handle 5,000 SF of surface runoff.
Type "B" drywelIs wa.ll be assumed to handle 15,000 SF of
surface runoff. Whiere this re1ationship is exceeded the
Bowstring Ynethad of run~~ calculation will be used to justify
the drywell selection. Outflow capacity of Type "A" drywells
is assu,med to be 0.3 CFS and 1.0 CFS for Type 'i B„ drywells.
. Drainage Stx-uctures -Pipes, d,itches, and other draainage
canveyance structure sizes and g~ometry wilI be justified with
caleulations. Runvff is calculated by use of the Ratianal
Method.
Other informatian provided wi,th this report wiil provide the
fallowin.g:
. Grades - Contours and spot elevations are prouided on
attached drawings. One percent minimum slopes are used to
conve~ r-unoff across paved surfaces where concrete curb and
gutter are not utili.zed. .
s Pavement - Attached drawings indicate where alI travel
surfaces are to be paved unless a pav-ing waiver h~s been
granted.
0 Appraach Permits - Copies of approach permits from the
appropriate gover=ent ageancy are include for aIl new
approaches and those which have been altered.
0 Swa1e Cross-Section.s - Typical cross sections of swales are
de~~~~ed. Details indi.cate sodded side s1opes not steeper than
2;1 far up to a ma)dmum of 12 inches depth. Swales vvhich
are greater than 12" in depth wi1l have 3: 1 side slopes. The
tops of swales are a minimum of 2" abave the n'm elevation of
drywells ta pravide freeboard for stormwater overflow inta
~
. .
drywells.
• Elevations - Both bottom of swale elevations and drywell rim
elevations are indicated on attached drawings.
Calculations have been made in accordance with the Spokane
County "Guidelines for Stormwater Management".
EXISTING FACILITIES
The proposed site is a 9.85 to 10.24 acre site, depending on
whether or not a right-of-way vacation is granted. The site fronts
Sprague Avenue, on the north and Evergreen Road on the east.
Currently all runoff from the site floWS to low points on and off of the
site. Presently there are no stormwater treatment and disposal facilities
on the site.
PROPOSED FACILITIES
The proposed facilities are parking facilities and a 96000 SF Target
building on Lot 1. This building is planned to be expanded by 8400 SF
in the future. Lot 2 is 0.73 acr s of the entire site for a future store pad.
Building Runoff ~
a s . ~o-v: oCQ. V/tc. ,
ThC~7F000 SF Target building and 8400 6PDBxpansion will be
tightlined directly to three Type drywells at the rear of the building.
All mechanical equipment on he roof of the building will not contain oils.
The three d.rywells are interc nnected by 12 inch pipe to equalize flow
. between them. ,
44~4d-a 7 otj
Parking Lot Runoff r~ - /
yo--t Cw+~ i 4er- Cv-h rxeA' I I•7{
, I
The pro - d parking lot is divided into three drainage areas, I, hA
I -a III. ea sheet drains to the north to a 2853 SF grassy swale.
ea II ' Lot 2 and sheet drains to the south to a 13200 SF rass w
g Y
e " ea III lso drains to the south to a 5007 SF grassy swale. The ~
area rovl e for infiltration in each of these swales is greater than what
is re uired to store 0.5 inches of runoff at a six inch depth.
a
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f• r~ . Y ~ f I 4~1[ ~ - '--J`' ` , E ; ~ ~ ~r n,~,,.~_~-' .:T ,..,ti-°,._..,,.,,...~r•a""Wr' ti ~ R~1 "~k.~a ' _ . - ~ ~ - ta: „r ~ ` ~ E ~
~ f~~ ~ ~ ~ k ' ~ f ~ +~~~'r~r ~ t ~ !C l~.ti ~ ~ _a ~ Far.' _ ' °~,:...~7~ c ~ 'f ~ 1
.v~~~{ _ . ~ . ~ - _.r - . . ~ , t k ~ 1 ~ 't. '•s ! 4kF ~ ~ 'ti ' ~4+,Lti y l . k ~ ~ ~ r• . , ~ t ~ ~ U
ti 4 \ ~ ' s ~ 1 p ~ ..,-a..,~ ` 3 `~~4 ~ ` ~ • ntr ~ r.w 54 ^ r ~ - \ p. ~ E . ~ ~ ~1 R°~7fJJi
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, . ~ ~ y~ ~ Ca C4
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. ' r
. •
DETENTION BASIN AND DRYWELL DESIGN
~
DR,AINAGE A.REA I~(See Figure I)
1. Paved Area 33,950 sq. ft. ~
2. Swale Area Requirements (1/12 Ratio)
"208" 6" ponding depth, area 2,830 sq. ft. ✓
Effective Ave. Width 12.85' in/8" "STEP" back of walk
Effective Ave. Length 222'
' ✓
A►rea Available 3000 > Area Required 2830
3. Dry Well Requirements (Bowstring Method)
Type „A„ 1
Type "B" 0
2
DRAINAGE AREA II O~e
1. Paved Area 156,580 sq. ft. v
2. Swale Area Requirements (1/12 Ratio) .
"208" 6" ponding depth, area 13,048 sq. ft. ✓
Effective Ave. Width 32.92 w/2' Back of Curb
Effective Ave. Length 432'
Area Available 13,200 > Area Required 13,048
3. Dry Well Requirements (Bowstring Method)
Type "A" 0
Type "B" 1
~
DR,AINAGE AREA III
1. Paved Area 52,523 sq. ft. ✓
2. Swale Area Requirements (1/12 Ratio)
"208" 6" ponding depth, area 4,377 sq. ft. ~
Effective Ave. Width 58' w/2' Back of Curb
Effective Ave. Length 100'
,
Area Available 5,007 > Area Required 4,377
3. Dry Well Requirements (Bowstring Method)
Type ►►A„ 1
Type "B " 0
ROOF AREA
1. RooP'~1re~ ~ 000 sq. ft.
3. Dry Well Requirements (Bowstring Met ) .
Type "A" 0
Type "B" 3
~ ~
~
~O
BOWSTRING METHOD DETEVTION BAS[N
DFSIGN AND ANALYSIS, POST-DEVELOPiNiENT TARGET - AREA I
TINE 1vCREMENT (MIV.) 5
TIME OF CONCEPITRATIOIY (LIIIN.) 5 CALCULATED BY HA,YD
* Ot_iTFLOW (CFS.) 0.30 DEPENDANT ON DRAINFTELD DESIGN
DESIGN YEAR FI,OW (YR.) 10
• AREA (ACRES) 0.78 V INPUT AREA
' DEVELOPED "C" FACTOR 0.90 CALCLTLA'I'ED USING WEIGHTED "C" VALUES
AREA x "C" 0.70
DRAINAGE AREA (SQ. FT.) 33976.8
IMPERVIOIIS AREA (SQ.FT.) 33950 BAS1S OF NIIMMI,JV1 GRASS SWALE AREA
TIIviE INC. TLVfE INC. INTENSITY Q DEVEL V IN V OUT STORAGE
(T'IIM (SEC) (IMIR) (CFS.) (c:11. FI'.) (CI.J. FT.) (CU. F"I'.)
10 YEAR CURVE S 300 3.18 in/hr 2.23 897.41 90.00 807.41
10 600 2.24 in/hr 1.57 1103.88 180.00 923
15 ' 900 1.77 in/hr 1.24 1245.03 270.00 975.0
20 1200 1.45 inJtu 1.02 1325.31 360.00 965.31
25 1500 1.21 in/hr 0.85 1360.77 450.00 910.77
30 1800 1.04 in/hr 0.73 1388.61 540.00 848.61
35 2100 0.91 in/hr 0.64 1406.68 630.00 776.63
40 2400 0.82 ia/tu 0.58 1440.25 720.00 720.25
45 2700 0.74 in/hr 0.52 1455.58 810.00 645.58
SO 3000 0.68 in/hr 0.48 1480.77 900.00 580.77
55 3300 0.64 in/hr 0.45 1528.45 990.00 538.45
60 3600 0.61 in/hr 0.43 1585.27 1080.00 505.27
65 3900 0.60 in/hr 0.42 1685.64 _ 1170.00 515.64
70 4200 0.58 in/hr 0.41 1751.60 1260.00 491.60
75 4500 0.56 in/hr 0.39 1809.14 1350.00 459.14
80 4800 0.53 inThr 0.37 1823.34 1440.00 383.34
85 5100 0.52 in/hu 0.37 1898.94 1530.00 368.94
90 5400 0.50 in/hr 0.35 1931.20 1620.00 311.20
95 5700 0.49 in/hr 0.34 1995.77 1710.00 285.77
100 6000 0.48 in/hr 0.34 2056.13 1800.00 256.13
V IN = 1.34 Q DEV + t FOR c<= Tc
V IN= Q DEV *t+.34 * Q DEV * Tc FOR c> Tc
REQUIRED SWALE VOLUME 1415 CUBIC FT.
TOTAL STORAGE AVALLABLE ,~43~Gi,iB1C FEE'' > MpX. = 975.03 ~
- ~
OUTFLOW ST F.-
TYPE "A" DRYWELLS 1@ 0.30 cfs - 0.30 cfs 375 cf
TYPE "B" DRYWELI.S 0@ 1.00 cfs = 0.00 cfs 0 cP
TOTAL = 0.30 cfs 375.00 cfs
/
r - ,
BOWSTRING iMETHOD DETENTIOV BASIN
DESIGN AND ANALYSIS, POST-DEVELOPMENT TARGET - AREA II
TIME INCRETNENT (MIN-) 5
* TIME OF C'ONCENTRAT[ON (MIN.) 5 CALCULATEU BY HAND
# OUTFLOW (CFS.) 1.00 DEPENDANT Ov DRAINFIELD DESIGN
DESIGV 1'EAR FLOW (YR•) 10
' AREA (AC"RES) 3.60 INPUT AREA
* DEVELOPED "C" FACTOR 0.90 CALCULATED USING WEIGHTED "C" VALIIES
AREA x „C„ 3.24
DRALNAGE AREA (SQ. FT.) 156816
IMPERVIOUS AREA (SQ.FT.) 156580 BASIS OF MINI'v[UVI GRASS SWALE AREA
TTtNE INC. nNM ING INTENSITY Q DEVEL V IN V OUT STORACE
(MM (SEC) ([N/HR) (CFS.) (CU. FT.) (CU. FT.) (CU. FI'.)
10 YEAR (+iJRVE 5 300 3.18 in/hr 10.30 4141.89 300.00 3841_89
10 600 2.24 in/hr 7.26 5094.84 600.00 4494.84
15 900 1.77 in/hr 5.73 5746.27 900.00 4846.27
20 1200 1.45 in/hr 4.70 6116.80 1200.00 4916.80 Ll""
25 1500 1.21 in/hr 3.92 6280.48 1500.00 4780.48
30 1800 1.04 inThr 337 6408.98 1800.00 4608.98
35 2100 0.91 in/hr 2.95 6492.38 2100.00 4392.38
40 2400 0.82 in/hr 2.66 6647.31 2400.00 4247.31
45 2700 0.74 in/hr 2.40 6713.08 2700.00 4018.08
50 3000 0.68 in/hr 2.20 6834.33 3000.00 3834.33
55 3300 0.64 4n/hr 2.07 7054.39 3300.00 3754.39
60 3600 0.61 in/hr 1.98 7316.63 3600.00 3716.63
65 3900 0.60 in/hr 1.94 7779.89 3900.00 3879.39
70 4200 0.58 in/hr 1.88 8084.32 4200.00 3884.32
75 4500 0.56 i,i/hr 1.81 8349.87 4500.00 3849.37
30 4804 0.53 in/hr 1.72 8417.71 4800.00 3617.71
85 5100 0.52 in/hr 1.68 8764.33 5100.00 3664.33
90 5400 0.50 in/hr 1.62 8913.24 5400.00 3513.24
95 5700 0.49 in/hr 1.59 9211.26 5700.00 3511.26
100 6400 0.48 in/hr 1.56 9489.83 6000.00 3489.33
#*VIN =1.34*QDEV*c FOR t<=Tc
VIN=QDEV*t+.34*QDEV#Tc FOR t>Tc
REQUIRED SWALE VOLUME 6524 CUBIC FT. J '
TOTAL STORAGE AVAILABLE 7110 CUBIC FEET > MAX. - 4916.80
CEFFFEE)VY S~'9f2fYe'E
1'YFE "A"_P,R~IS 0@ 0.30 cfs _ 0.00 cfs 0 ct
TYPE "B" DRYWELLS 1~v 1.00 cfs = 1.00 cfs 750 cf
TOTAL = 1.00 cfs 7~0.00 cfs
`4)Qp. ~
6y'
~
BOWSTRING METHOD DETEvTION BASIN
DESIGN AW AyALYSIS, POST-DEVELOPMEvT TARGET • AREA II1
TItME INCREMENT (NQN•) 5
* TIME OF ('ONC.ENTRATION (ViIIN.) S CALCi1LATED $Y HAND
# OUTFLOW (C'FS.) 0.30 DEPENDANT ON DRAINFIELD DESIGN
DESIGN YEAR FLOW (YR.) 10
* AREA (AC'.RES) 1.21 LNPUT AREA
' DEVELOPED "C" FACTOR 0.90 CALCIJLATED USING WEIGHTEU °C" VALLTES
AREA x "C" 1.09
DRAINAGE AREA (SQ. FT.) 52707.6
IMPERVIOUS AREA (SQ.FT.) 52523 BASIS OF MTNIMUM GRASS SWALE AREA
TIME INC. TIME INC. INTENS[TY Q DEVEL V IN V OUT STORAGE
(MIN) (SEC) (IN/I-IR) (C_'FS.) (CU. FI'.) (CU. f'I'.) (CU. FT.)
10 YEAR C:URVE 5 300 3.18 inlhr 3.46 1392.13 90.00 1302.13
10 600 2.24 in/hr 2.44 1712.43 180.00 1532.43
15 ' 900 1.77 in/hr 1.93 1931.39 270.00 1661.39 /
20 1200 1.45 in/hr 1.58 2055.92 360.00 1695.92 ✓
25 1500 1.21 in/hr 1.32 2110.94 450.00 1660.94
30 1800 1.04 in/hr 1.13 2154.13 540.00 1614.13
35 2100 0.91 in/hr 0.99 2182.16 630.00 1552.16
40 2400 0.82 in/hr 0.89 2234.24 720.00 1514.24
45 2700 0.74 in/hr 0.81 2258.02 810.00 1448.02
50 3400 0.68 in/hr 0.74 2297.09 900.00 1397.09
55 3300 0.64 in/hr 0.70 2371.06 990.00 1381.06
60 3600 0.61 in/hr 0.66 2459.20 1080.00 1379.20
65 3900 0.60 in/t►r 0.65 2614.91 1170.00 1444.91
70 4200 0.58 in/hr 0.63 2717.23 1260.00 1457.23
75 4500 0.56 in/hr 0.61 2806.48 1350.00 1456.48
80 4800 0.53 in/hr 0.58 2829.29 1440.00 1389.29
85 5100 0.52 ia/hr 0.57 2945.79 1530.00 1415.79
90 5400 0.50 in/hr 0.54 2995.84 1620.00 1375.84
95 5700 0.49 in/hr 0.53 3496.01 1710.00 1386.01
100 6000 0.48 in/hr 0.52 3189.64 1800.00 1389.64
#*VIN =1.34*QpEV#t FOR tr-Tc
VGV-QDEV*t+.34*QDEV•Tc FOR t>Tc
REQUIRED SWALE VOLUME 2188 CUBIC FT. "
TOTAL STORAGE AVAILABLE 2900 CUBIC FEET > MAX. = 1695.92
1-
OUT-['~-I:O"W STORAG
TYPE "A" DRYWELLS 1@ 0.30 cfs 0.30 cfs 375 cf
TYPE "B" DRYWELLS 0~a 1.00 cfs = 0.00 cfs 0 cf
TOTAL, = 0.30 cfs 375.00 cfs
~
r~
G
~
7
BOWSTRING KETHOD DETENTiON BASIV
DESIGN AND ANALYSIS, POST-DEVELOPMEVT TARGET - ROOF AREA "
1"IME IvCREivENT (MIN.) 5
* 1'IME OF CONCENTRAT'ION (vIIN.) S CALCULA'IED BY HAND
* Ol1TFLOW (CFS.) 3.00 DEPENDANT ON DRAINFTELD DESIGV
DESIGV YEAR FLOW (YR.) 10
* AREA (ACRFS) 2.48 liNPi.TT AREA a• ~j
* DEVEI.OPED "C" FACTOR 0.90 CALCULATED USIIVG WEIGHTED "C" VAI.,ilES aD
AREA x „C" 2.23 Of
DRAINAGE AREA (SQ. FT.) e 108028.8
IMPERVIOUS AR,EA (SQ.FT.) 108000 BASIS OF MINLv[iJM CRASS SWALE AREA
'I'IIvIE IiNC. TLME ING INTENSITY Q UEVEL V[N V OUT STORAGE
cWNn (sEC) (IN/HR) (cFs.) (cu. Fr.) (cu. Fr.) (91
10 YEAR CURVE 5 300 3.18 in/hr 7.10 2853.30 900.00 1953.30 ~J 3
10 600 2.24 in/hr 5.00 3509.78 1800.04 ~&A~
15 900 1.77 in/hr 3.95 3958.54 2700.00 1258.54 ~
20 1200 1.45 inlhr 3.24 4213.79 3600.00 613.79 ~ i
25 1500 1.21 in/hr 2.70 4326.55 4500.00 -173.45 3
30 1800 1.04 in/hr 2.32 4415.07 5400.00 -984.93 3
35 2100 0.91 in/hr 2.03 4472.53 6300.00 -1827.47 ~
40 2400 0.32 in/hr 1.83 4579.26 7200.00 -2620.74
45 2700 0.74 in/hr 1.65 4628.01 8100.00 -3471.99
50 3000 0.68 in/hr 1.52 4708.09 9000.00 4291.91
SS 3300 0.64 in/hr 1.43 4359.69 9900.00 -5040.31
60 3600 0.61 in/hr 1.36 5040.35 10800.00 -5759.65
65 3900 0.60 inThr 1.34 5359.48 11700.00 -6340.52
70 4200 0.58 in/hr 1.29 5569.20 12600.00 -7030.80
75 4500 0.56 in/hr 1.25 5752.13 13500.00 -7747.87
80 4800 0.53 in/hr 1.18 5798.37 14400.00 -8601.13
85 5100 0.52 in/hr 1.16 6037.65 15300.00 -9262.35
90 5400 0.50 in/hr 1.12 6140.23 16200.00 -10059.77
95 5700 0.49 in/hr 1.09 6345.53 17100.00 -10754.47
100 6000 0.48 in/hr 1.07 6537.44 18000.00 -11462.56
#*VIN =1.34*QDEV*t FOR t<=T'c
VIN=QDEV#t+.34*QDEV*Tc FOR t>Tc
REQUIRED SWALE VOLUME 0 CUBIC FT.
TOTAL STORAGE AVAILABLE 2250 CUBIC FEET > MAX. = 1953.30
I 8EJTP`L-OlW__ STORACE
TYPE "A" DRYWELLS 0@ 0.00 cfs ~ 0 c
TYPE "B" DRYWELLS 3@ 1.00 cfs = 3.00 cfs 2250 cf
TOTAL - 3.00 cfs 22~0.00 cfs
~
G6
TAR,GET DEPARTMENT STORE
SPR,AGUE AVENUE AND EVERGREEN ROAD
SPOKANE COITNTY, WASHINGTON
STORM WATER RUNOFF
STOR,AGE AND DI5POSAL
. CALCULATIONS
PREPARED FOR:
FIRST WESTERN DEVELOPMENT
SC
~ s
' - -
-v 4
o.e►~ 29233
O'~'p
oHaL
. . EXPIRES 7- ZZ i .
October 12, 1993
PREPARED BY:
J-U-B ENGINEERS, Inc.
1250 Ironwood Drive, Suite 220
Coeur d'Alene, Idaho 83814
PUR,POSE
The purpose of this report is to submit, for approval, the
assumptions calculations, and design of the roof and site drainage and
drywells for the proposed Target department store.
The information in this report will provide calculations for the
following:
• Drywell Sizing - Drywells are sized as follows: Type "A"
drywells will be assumed to handle 5,000 SF of surface runoff.
Type "B" drywells will be assumed to handle 15,000 SF of
surface runoff. Where this relationship is exceeded the
Bowstring method of runoff calculation will be used to justify
the drywell selection. Outflow capacity of Type "A" drywells
is assumed to be 0.3 CFS and 1.0 CFS for Type "B" drywells.
• Drainage Structures - Pipes, ditches, and other drainage
conveyance structure sizes and geometry will be justified with
calculations. Runoff is calculated by use of the Rational
Method.
Other information provided with this report will provide the
following:
• Grades - Contours and spot elevations are provided on
attached drawings. One percent minimum slopes are used to
convey runoff across paved surfaces where concrete curb and
gutter are not utilized. .
• Pavement - Attached drawings indicate where all travel
surfaces are to be paved unless a paving waiver has been
granted.
• Approach Permits - Copies of approach permits from the
appropriate government agency are include for all new
approaches and those which have been altered.
• Swale Cross-Sections - Typical cross sections of swales are
detailed. Details indicate sodded side slopes not steeper than
2:1 for up to a maximum of 12 inches depth. Swales which
are greater than 12" in depth will have 3:1 side slopes. The
tops of swales are a minimum of 2" above the rim elevation of
drywells to provide freeboard for stormwater overflow into
drywells.
• Elevations - Both bottom of swale elevations and drywell rim
elevations are indicated on attached drawings.
Calculations have been made in accordance with the Spokane
County "Guidelines for Stormwater Management".
EXISTING FACILITIES
The proposed site is a 9.85 to 10.24 acre site, depending on
whether or not a right-of-way vacation is granted. The site fronts
Sprague Avenue, on the north and Evergreen Road on the east.
Currently all runoff from the site flows to low points on and off of the
site. Presently there are no stormwater treatment and disposal facilities
on the site.
PROPOSED FACILITIES
The proposed facilities are parking facilities and a 96000 SF Target
building on Lot 1. This building is planned to be expanded by 8400 SF
in the future. Lot 2 is 0.73 acres of the entire site for a future store pad.
Buildina Runoff
The 96000 SF Target building and 8400 SF expansion will be
tightlined directly to three Type "B" drywells at the rear of the building.
All mechanical equipment on the roof of the building will not contain oils.
The three drywells are interconnected by 12 inch pipe to equalize flow
between them.
Parking Lot Runoff
The proposed parking lot is divided into three drainage areas, I,
II,and III. Area I sheet drains to the north to a 2853 SF grassy swale.
Area II includes Lot 2 and sheet drains to the south to a 13200 SF grassy
swale. Area III also drains to the south to a 5007 SF grassy swale. The
area provided for infiltration in each of these swales is greater than what
is required to store 0.5 inches of runoff at a six inch depth.
~ pE~IX
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DETENTION BASIN AND DRYWELL DESIGN
DRAINAGE AR,EA I (See Figure I)
1. Paved Area 33,950 sq. ft.
2. Swale Area Requirements (1/12 Ratio)
11208" 6" ponding depth, area 2,830 sq. ft.
Effective Ave. Width 12.85' in/8" "STEP" back of walk
Effective Ave. Length 222'
,
Area Available 3000 > Area Required 2830
3. Dry Well Requirements (Bowstring Method)
Type "A" 1
Type "B" 0
2
DRAINAGE AREA II
1. Paved Area 156,580 sq. ft.
2. Swale Area Requirements (1/12 Ratio)
"208" 6" ponding depth, area 13,048 sq. ft.
Effective Ave. Width 32.92 w/2' Back of Curb
Effective Ave. Length 432'
Area Available 13,200 > Area Required 13,048
3. Dry Well Requirements (Bowstring Method)
TYPe "A" 0
Type "B" 1
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ACME MATERIALS ~ CONSTRUCTYON COMPANY ~
p a Box 2503
SPORANE wA 99220
(509) 535-3081
contractors RegXstiration xo. ACMEMCC101JH
Project ~ Dete
~Y'EC~. ~►)t..~tCiA~? ~G?/
/ ♦ '
For questions regardina this quote contact Phone
Sa1es 'I`d Bond Quotp- Firm for ,Tob
~ yes CI N05( Yes ❑ NoA Yes x No 11
. ,
. . . . . . . ~ ._V...... . . . . . . .1
Ztem No. Description Quantity Unit PrYCe Total
, -
Gt?O c.Y Y- ~1.C7CpE2
~ - ~
3
f
~ CF-USHSO SuRFA"~041~clv crugf- ooT~,(
~ Ac? CtAss A 300 -row ~ ~-rb►~ f ..~5
1.~ P I bk 40 L. F. ~ 7J~v~ ,c~-O p
S CU~i.p~
oo~°
~Q ~cH 111I,
-rrA c..
,4=v,t4e
Estimate 04/92.
, ~
THOFiNYORf C. MU6dPHY
~ CI~D V!lIL~.1~4M 0. Ml~6~PHY
1Jr~ RPUV D J UO~o ~uU~. V 3812 Sroadway Ave SpunAr.v .
Con4raC4ors '
P.U. ?3GX 2685 o Spuka•le, WA 99220 0(SJJ) 535-1591 o FAX (599) 535-8660
'
June 3, 1994 ~ a
~ JUN 0 6 1994 ;
To: Spokane County Office Of The County Engineerl ~
1026 W. Broadway Ave. ~ SPOCiAi~E C0~.~:fff ENGlNEER j
Spokane, WA 99260 ~ ~
Attn: Bill Johns
Project: Sprague to Old Railroad. Along east side of new
TARGET store.
Plans - No Plans
Exc-Grading SOOOCY @ $12.00/CY = $6,000.00
Type "A" Curb 310LF @ $12.00/LF = $3,720.00
Crushed surfacing 800 Ton @ $18.00/Ton = $14,400.00
Asphalt Conc. Class "A" 300 Ton @$37.00/Ton =$11,100.00
Steel Culvert pipe 10" 40LF @$18.00/LF = $720.00
Catch Basin Type 1. 1 Ea @$1200.00 =IL 200.00
Total $37,140.00
Excluded in the Bid:
1. Construction Stakes
2. Permits
3. Inspection Fees
Sincerely,
Murphy Bros., Inc.
.
Tim Hurley
Superintendent
TH/ede
`.o ~r•'~,r
~5~6~1r~f~.1~ f~'~a!lIi9G .•!NE f~OV(~ Y'i~E t~'AR'TFi" '
06/01/94 13 : 29 $5095342657 INLARiD ASPHALT ~44 COt1N'TY ENGINEERS [a 001
PHONIE (50M 534-2557 OONTRACTOR REG1$TIiATION an&tA•rLS-'3DaK5
FAX (SO'S344M
Inland As h
y
a
l~ Com n p p~ S1NCE 1934
'.4 r 5111 E. BFtOADWAY • P.O. SOX 3366 • SPOKANE WASHiNGTON 99220-M66
SPOKANE COUNTY
EVERGREEN: SPRAGUE TQ OLD RAILROADlE OF NEW TARGET STORE
ATTN: NiR. BILL JQHNS
EXCAVATE/GRAD[NG 500 CY @ $12.00 = $6,000.00
TYPE "A" CURB 310 LF @ $8_00 =$2,480.00
TQP COURSE 800 TON @ $12.60 = $10,080.00
ASPHALT CL "A" 300 TON @$34.15 =$'i 0,245.00
CULVERT PfPE 10" 40 LF @$20_00 =$800.00
CATCH BAStNfTYPE 1 1 EACH @ $1,300.00 1'OTAL: $30,905.00.
~ -
..Submifted by: - / .
oug'C risfensen, Mgr Spokane Operations
ff
60th Anniversary 1934 -1994
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PARKL~' 35 ACC~~I~t E AN RGE~ S~~PPI` 9r~' S'~~
1 A~~SS~~t~ W 1 pr~ue & e
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S P O K A N E O U N T Y
.
OFFICE OF THE COUNTY ENGINEER • A DIVISION OF THE PUBLIC WORKS DEl'ARTMENT
. Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director
Date: ! ! • 15 - 93
S.U• C3
SUBJECT: ~A~ET STOQ,E Gentlemen: MikE L. A review of the road, drainage, or site plan for this project has been accomplished. A,reas
of concern -to us are indicated in red on the attached prints marked "ORIGINAL". Please
make the corrections and resubmit them to THE BUILDING DEPARTMENT in order
. that the review* process may proceed. When the plans are resubmitted, mark all changes '
on the revised print in color and include the mark-up.
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 and calculations will not proceed until the "ORIGINAL" set is retumed to the
County.
If you have any questions about this review, please contact us at 456-3600. Thank you.
Very truly yours,
Ronald C Hormann, P. E.
Spokane County Engineer
~
; ~ -
Christopher J. Reich, E.I.T.
Plans Review Engineer
encls:
cc: project file
reviewer (comments only)
W.1026 Broadway Ave. Spokane, WA 99260-0170 (509) 456-3600 FAX (509) 456-4715
~
REVIEW COMMENTS
SPOKANE COUNTY ENGINEER
DEVELOPMENT ENGINEERING SERVICES
PROJECT B93082 REVIEWER: Chris Reich
PROJECT NAME: Target-Sprague & Evergreen DATE: 15 Nov 93 .
REVIEW 2
COMMENTS
GENERAL :
Verril Smale is preparing a memorandum of understanding, that
pertains to what items he needs addresses before issuance of a
building permit. This must be signed before release of building
permit.
DRAINAGE REFORT : The number of drywells for the roof area is inadequate. According
to the calculations, 7.2 type 'B' drywells will be required.
Adding one type 'A' to the seven proposed will satisfy this
requirement.
PLANS: Sheet C4 of 9: The area circled has been left out of a drainage
basin. How will the flow be handled in this area? Sheet C3 shows an
asphalt travel path through here and sheet L1 shows landscaping.
Your letters states the legend and notes makes it clear what is
f going on, but there are no notes pertaining to this area and the
legend only misleads us. What is the proposed expansion? The
dashed line represents edge of pavement and,there are no notes to
explain what is going on. Indicate bollards or.curb on the western
edge to prevent travel. Please clarify.
- ~/Connecting drywells with perforated pipe does not meet the Spokane
County drainage standards.
✓The elevations for the southern swale indicate 0.60 feet depth.
Depths greater,than 0.5 feet require special soil tests.
/The easement is the south 35 feet of the west 45 feet. Please show
this and correct on all subsequent sheets.
Page 1 of 2
~
I
Review Comments #2
B93082
11-15-93
v~Sheet C5 of 9: Correct the sewer easement.
✓Sheet C9 of 9: Call out a"Type 4 Frame with solid cover and Type
4 Frame and Grate in Swales" for the lid types.
✓
No perforated pipe. .
/Drywell details shall conform to Spokane County Standards as the
previously attached details show.
Sheet L1 of 2: Coordinate the southwest swale with the other
plans. This plan shows shrubs and trees in the location of the
access road.
Page 2 of 2
J-U-B ENGINEERS, Inc. 'I'RANS1VIITTAL LE7"T'ER
ENGINEERiN~ SURVEYING PLANNINCA
TO: Mr. Christopher Reich, E.I.T. DATE: Navember 17, 1993
Spokane County Engineers
W. 1026 Braadway
Sp o kane, WA 99 260-017 0
FROJECf": Target
WE TRANSMIT:
(X) Herewith Under Separate Caver
THE FOLLOW1NG:
(X) Originals froin 5ubmittal #3 Shop Drawings
(X) 6 5ets Revised Stormwater Report Samples
(X) 6 Sets Revised Sheets C3, C4, C5, C9, L1 Product L,iterature
Copy of Letter
THESE ARE TRA1VSM;ZTTED:
Far Approval For Your Use
~ )Far Review & Comment ( } Far Tnforrriation & File
For Youx ;Distributio~ As Requested
( } For Record
DESCRUITI O1~~~~ MMENTS :
DISTR.iBUTTON: .
Owner Contractor ( }
FRO, . ~
Michael R. Liimakka,. E.I.T.
J-U-B ENC"rINE;ERS, Inc.
1250 h-anwood L7rive, Suite 220, Coeur d'Alene, ID 83814 {208}667-1574
I
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t. CURB INLET SHALL 8E CONSTRUCTED IN ACCORDANCE
VVITH ASTAd C 478 (AASHTO M 199) & ASTM C 890
UNLESS 07HERU,ISE SHOtvN Ohi PLaNS OR PiOTED
IN THE PROJECT SPECIAL PROVISIQNS.
2. TOP SURFACE TO BE BROOM FItdISHED.
3. ALL EXTERNAL EDGES NOT LABELED SHALI 8E
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4. DIMENSION "L° SNALI BE SNOWPJ ON THE PLANS.
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