SPRAGUE E 14402 Health Care Center - Group Health
BLDG. PERMIT # -or -FILE# B92013
J-1
Related File # ( )
Date to Review 02- 2-92 i:00 a.m. #
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, Date to P.A & DR Time
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Date rteceivecl 02-06-92
Project Name CARE CENTER No. Lots No.Acres
_-Section - Township - Range
SITE M)DRESS 14402 E SPRAGUE / E OF BEST PARCEL # 23542-9131
Applic:ant's Name GROUP HEALTH - CHRIS NORTON Phone # 455-8648
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Address Work #
Date Conditions mailed
Contact person Phone #
FLOOD ZONE Yes No ✓
Engineer / Surveyor's / Architect's Name
'l. ~r Address
Sewer
Schuol
,
' I'lanning Contact Person Phone # 456-2205 ,
~ nate Suhmitted Description Initials
Z~/_~Zl AGREEMENT TO PAY FEES COMPLETED
FINAL PLAT FEES COMPLETED .
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NOTICE TO PUBLIC # ] 3 4 6 COMPLETED - OR NOT NEEDED
NOTICE TO PUBLIC NEEDS TO BE SIGNED
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S P O:K A N E C O U i~7 T Y
DEPARTMENT OF BUILDINGS JAMES L. MANSON, C-A-0
REC IVE~
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.1UN ~ 2 'l992 _
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TO : Bob Turner y ~'E~~W~
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FROM: Jeff Forry `
DATL: June 11, 1992
RE : East 14402 Sprague - Group Health
The applicant has requested that they be allowed to proceed on this
project past the footing and foundation as indicated on the
attached schedule. Additionally, the underground utilities are to
be installed under this phase (gas piping, water supply, & sewer
1 ines )
The activities as stated are within the building envelope or
underground and will not impact drainage swale construction or site
drainage.
As we discussed, we will be issuing an approval to proceed with
this phase upon completion of plan review with the stipulation that
the site grading has not been approved.
CODE II~MRC2vOqr DNISION
WFST 1303 BROADWAY • SPOKANE, WASHiNGTON 99260-0034 0 (509) 456-3675
FAX (509) 456-4703
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'PRINT SCHEDULE
' Bid
Cateaorv Date Packaqe PaQe
Structural Steel Columns 6-12-92 #1 S-5.1
. • #3 A-2.1
#3 S-2.1
rYa~,~ti 1.3pace Fram.yng ' .6-13-92 #1 , S-5.1
addendum
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Mechanical & Electric Ground
Work 6-14-92 #3 E-4
M-2.1
E-2.1
Fountain Insulation & .
Backfill Areas 6-15-92 #1 A-2
Floor Framing , 6-15-92 #3 S-2.2
, . . S_5.2
S-5.3
'Exterior Wall Frame 6-22-92 #3 A-2.1
A-2.8 .
A- 2 . 9
A-5.4
Roof Frame 6-22-92 #3 S-2.3
A-2.1
' S-5.5
Roofing . • , 6-23-92 #3 A-8.1
Electric Complete . 6-26-92 #3
, Mechanical Complete 6-26-92 #3
Complete Approval of
Bid Package #2 6-15-92 #3
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S P O K AN E C O U N T' Y
, DEPARTMENT OF BUI[.DINGS JAMES L. MANSON, C.B.O., DIRECTOR
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TO: Tom Postlewait, Department of Buildings
Francine Shaw, Planning Department
Bob Turner, Division of Engineering & Roads
Daryl Way, Health District
Clyde Wisenor, Fire District #1 . FROM: Tom Postlewait, Plans Examiner -(P
Department of Buildings
DATE: February 18, 1992
RE: February 12, 1992 Pre-Application Conference
East 14402 Sprague Avenue
Enclosed is your copy of the minutes to the referenced meeting.
Should you have any questions or need additional information, please feel free to contact me.
TLD : ckb
cc: Mike Boyle
Donna Kolstead Chris Morlan
Mabel Caine, Air Pollution
Dennis Scott, Public Works Department
CODE FNI`OitCav0sfI' DN IS[ON
WEST 1303 BROADWAY •$I'OKANE, WASHINGTON 99260-0050 •(509) 456-3675
FAX (509) 456-0703
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NfgquTES
PRE-APPLICATION CO FE CE '
• ~ EAST 14402 SPRAGUE AVEN[JE
GROUP HEALTH NOR'IIIWEST
FEBRUARY 12, 1992
CALL TO ORDER: The meeting was called to order at approximately 11:10 a. m. by the
Dep'artment of Buildings Plans Examiner, Tom Postlewait, with the following in attendance.
PFRMIT REVIEW PARTICIPANTS- Carol Bradburn, Department of Buildings
Tom Postlewait, Department of Buildings
Francine Shaw, Planning Department
Bob Turner, Division of Engineering & Roads
Daryl Way, Health District
Clyde Wisenor, Fire District No. 1
APPLTCANTS:
Mike Boyle, TBH Architects, North 117-1/2 Howard Street,
Spokane, Washington 99201 (509) 455-8648
Donna Kolstead, Group Health Northwest, East 9227 Main,
Spokane, Washington 99206 (509) 922-5050
Chris Morlan, TBH Architects, North 117-1/2 Howard Street,
Spokane, Washington 99201 (509) 455-8648
SCOPElPROJF.CT DESCRIPTION:
1. General Overview - The owner, Group Health Northwest, is proposing to construct an
18,400 square foot family health care facility building on a 2-1/2 acre site. Proposed will be
one story in height, will have an office for six people, a nurses station, examuung raoms, a
management area, and two waiting areas (one with a 74 seat seating capacity and the other
with seating for 20 people). A staff training area is also proposed. Proposed will have one
hour walls and twenty minute doors. No anesthesia will be administered in the facility nor
will there be any provisions for overnight recoveries. Proposed will have a mechanical and
electrical room located in the lower level with a gas fired boiler. Applicant is proposing an
enclosed refuge storage area, but no other outside storage. Proposed will not have, an emer-
gency generator, compressed gas system, or a heliport. Groundskeeping will likely be
contracted out.
Proiect Note: The proposed comes under the authority of the State Environmental Policy Act
(SEPA) which requires a threshold determination to be issued by the Department of Buildings.
To assist the department in making it's determination, an Environmental Checklist is required
to be submitted for circulation to agencies of jurisdiction. The department shall not act upon
the proposal until the fifteen day public comment period has ended. A fee 'of $75.00 is
required to initiate the environmental review.
NOTE: It was decided that prior to construction, a Pre-Construction Conference needs to be
scheduled.
NOTE: It was decided that the address of the proposed would be East 14402 Sprague Avenue
(as stated above).
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SUMM.ARY OF DEPARTIVEF-NTAL RE(SUIREMENTS:
_ I. Planning Department (456-2205f'
A. Discussion/Requirements
1. The proposed is located in a B-3 zone. The proposed 'use is allowed in the
zone. .
2. The proposed is located on parcel number 23542-9131, 9133, and 9134.
3. Proposed is effected by Short Plat 87-503, Zone Change ZE=168=58, and
Zone Change ZE-9-67C (which has conditions).
4. Please aggregate the parcels into one parcel. This may beaccomplished
administratively by the Planning Department through a Certificate of Exemption.
5. The minimum landscaping requirements of the code are required to be met
for the parking azea. * A minimum_,of. 10 % of the_ parking area is,to be land-
scaped. Also, all parking stalls are to be lacated' within 60 feet of 7a landscape
feature consisting of 32 square feet in area. All landscaping must be surrounded
by a six (6) inch curb. It appears as if the landsca in illustr~ on~h
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A five (5) foot wide strip of Type III landscaping is required along Second
Avenue. It is preferred that this landscaping be located inside of the property
line and behind the required ten (10) foot set aside required by the Division of
Engineering, although the applicant can petition the County Engineer's office if
they want to install landscaping up to the sidewalk. The applicant indicated that
this would be their preference. Please locate all landscaping behind the thirty
(30) foot dedication.
Please submit an estimate from a nursery including size, type, quantity of
landscaping, itemized cost of the irrigation system, and the cost of labor along
with a promissory letter from the owner stating the landscaping will be installed
shall be submitted.
6. The required number of parking stalls cannot be determined at this time. It
will be based on one (1) parking stall for every 175 gross square feet. Proposed
will also be required to install three (3) bicycle racks. Please submit a floor plan
of the proposed illustrating the use of each area, and the square footage of each
use.
7. If it is determined that proposed will have over 1,000 trips per day from the
site, then the Spokane Transit Authority must be contacted. Please submit
documentation of this contact.
8. The Short Plat rPn~lirec a 25 foot easemertr ~lonQ S.12ragueAvenue. Please
contact Paul Jensen in the Planning Department if the applicant wishes to amend
I the Short Plat regarding 'this road easement. If the Short Plat is not amended,
then the building must be setback 25 feet from this easement and the landscaping
~ o and parking currently shown within that easement, would have to be moved
~ outside of the easement.
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9. Please submit a lighting _ plan for the proposed identifyirig the location and
` directio"n' -bfilluiriination'for-any proposed,lighting. . 3...
B. Permit Release Requirements
, 1. Please submit an estimate from a nursery including size, type, quantity of
landscaping, itemized cost of the irrigation system, and the cost of labor along
with a promissory letter from the owner 'stating~ `the`landscaping- will be installed
shall be submitted. ' 2: Please submit -a revised site plan - illustrating ttie aggregation of the parcels
irito ~one 'parcel, the use of each, area of;the:"building; `the square footage of use,
lighting, traffic control devices, travel lanes, paving, parking, "building height,
enclosure of the refuge storage area, height of proposed fence, bike racks,
signage (if proposed) landscaping, and setbacks for review and approval.
II. Division of Engineering & Roads (456-3600)
A. Discussion/Requirements . .
1. Comments were given to the applicant and the Department of Buildings by
Bob Turner.
2. Please submit a drainage plan for the site that is in compliance with Spokane
County Guidelines for Stormwater Management.
a. Drainage calculations for stormwater volumes generated on site.
b. Calculations for total impervious surfaces contained within the site.
c. Finished grade elevations for structures to be constructed on site.
d. Finished grade elevations at the top and bottom of the 208 swale.
e. A typical cross section of the 208 swale.
f. Calculations to justify the number and type of drywells proposed. g. Elevation of drywell inlets where applicable.
h. Copy of the proposed landscape plan.
3. Please submit road and drainage plans prepared by an engineer for road
improvements to Sprague Avenue, Second Avenue, and Best Road. All three (3)
of these streets must have sidewalks, curbing, and pavement. All required road
construction shall be completed prior to pernut issuance or a bond in an amount
estimated by the County Engineer to cover the cost of construction shall be
submitted. The applicant was advised to submit the road and drainage plans as
soon as possible so that permit issuance would not be delayed.
Second Avenue shall become a comprehensive south vailey arterial and no access
will be allowed onto it from the proposed. The right-of-way is cunently 120 feet
wide and the comprehensive plan calls for it to become 150 feet wide. The entire
30 feet additional easement will come entirely off of the site of the proposed.
Please contact Gary Kennaly (Planning Engineer for the Division of Engineering)
and/or Bob Bruggeman (Traffic Engineer for the Division of Engineerulg) for
further clarification of this matter. The applicant indicated that this was not
indicated on the Short Plat.
4. Approach permits shall be obtained for new driveway approaches along
Sprague Avenue and Best Road.
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i 5. The above requirements will change the traffic and parking, please reflect
these requirements on the revised site plan. ` '
6. A ten (10) foot wide strip of land needs to be set aside along Sprague Avenue
for future road plans.
7. The applicant was also advised of the utility easements on the site.
8. An Agreement to Pay Fees was given to the applicant during the meeting.
The agreement is to be signed by the owner and returned to the Division of
Engineering & Roads. Plan review will not be completed until this document is
executed.
B. Permit Release Requirements
1. Please submit a drainage plan as described above for review and approval.
2. . Please submit road and drainage plans. prepa€ed by an engineer for road
improvements on the above named county right-of-ways.
3. Approach permits shall be obtained for driveway approaches along county
right of way.
4. Please submit a copy of the Agreement to Pay Fees signed by the owner.
TII. Health District (456-6040)
A. Discussion/Requirements
1. The water purveyor for the proposed is Vera Water and Power (924-3800).
Please contact the water purveyor to review requirements for back flow prevent-
ers.
2. Proposed must connect to the available sewer.
3. Please submit a critical materials list to the Department of Buildings for
review. Drugs, cosmetics, and laboratory reagents are exempt.
4. Please contact the Mike Jessup in the Licensing Department of the Washing-
ton -State Health Department to obtain a license for handling and storing of radio
isotopes. The Health District is zequesting that the State Department of Health
approve release of the. per;nit.
5. Applicant was advised that the regulations for the handling of sharps is
changing.
6. The outdoor refuge storage area (dumpsters) must be secured at all times
from unauthorized entry, as sharps or infectious material maybe present.
7. All construction debris shall be taken to a licensed landfill.
B. Permit Release Requirements
l. The Health District is ready to release their portion of the building permit.
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IV. Fire District No. 1(928-2462) . - d
A. Discussion/Requiremerits
1. Fire flow for the proposed has been calculated for 5,500 G.P.M..
2. Two (2) fire hydrants exist on First Avenue and one (1) exists on Sprague
Avenue. The fire district will probably be requiring one (1) additional fire
hydrant is required to be installed at a yet to be determined location. The fire
hydrant(s) shall be installed as per an approved water plan. Prior to the prepara-
tion of the water plan, the applicant shall contact Vera Water and Power at
924-3800 as soon as possible to obtain 'the purveyor requirements including .
specifications. The water plan shall contain the location of the hydrant, hydrant
assembly detail, and plumbing detail. The water plan shall be submitted to the
fire distnct and water purveyor for approval prior to issuance of germit. The fire
hydrant(s) shall be installed prior to occupancy. The fire district needs to be able
to access the fire hydrants and to be to turn around on the site.
3. If proposed is sprinklered, the 'fire -'flow would be cut by 50 If a sprinkler
system is installed, requirements will include a siamese connection, a vault
located at the street, and a central monitoring system.
4. Discussion was also held regarding the possibility of an emergency access to
the proposed from the southeast.
5. A lock (Knox) box entry system for fire department personnel access is
required to be installed. ]Forms for ordering was given to the applicant. The
completed forms are to be returned to the fire distnct prior to release of the
building permit. The box shall be installed prior to occupancy.
B. Permit Release Requirements
1. The order form for the lock (I{nox) box entry system shall be submitted to the
Fire District prior to release of the building permit.
2. Please submit water plans to the Fire District prior to the release of the
permit for approval.
V. Department of Buildings (456-3675)
A. Discussion/Requirements
1. Plan review has been completed on the site plan only by Tom Postlewait.
2. Please submit a letter regarding the type of occupancy for the proposed.
Applicant indicated that they are planning on Type V-1HR.
3. Proposed will not be allowed any storage in the basement mechani-
callelectrical area.
4. If construction specifications require concrete with a design strength over
2,500 p.s.i., high strength bolting, or structural welding, special inspections will
be required on the proposed. Please indicate the name of the testing laboratory
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and submit copies of the inspection reports to the Department of Buildings for review. - ~ - '
5. The proposed shall meet the minimum requirement of the Regulations for
Barrier-Free Facilities. Proposed may also have additional responsibilities under .
.federal regulations. For information about the Americans with Disabilities Act,
calll-800-435-7232. .
5. Please submit an updated critical materials list for review.
6. Proposed must have fire-resistive exterior walls, a ventilation system capable
of supplying the minimum outdoor air requirements of the Washington State
Energy Code, cross connection devices, safety glass, door schedules, landings,
fire extinguishers, etc..
7. The front page (cover sheet) of the construction drawings shall contain, at a
minimum, the professional stamp with an original dated signature. This cover
sheet shall- include the building address, legal description and index of pages
being submitted under the professional stamp.
8. Please submit a letter stating the types of surgery performed by the applicant.
B. Permit Release Requirements
1. Two complete revised sets of plans addressing the items discussed during the
meeting and other items from the plan review letter needs to be submitted for
review and approval.
APPLICANT'S CO S/ACKNOWLEDGEMENT:
The applicant acknowledged that all co m men ts/requirements were understood and had no
further questions at this time regarding permit requirements.
COR:R.ECTIONS:
To minutes or changes from what appears in the minutes, we should be notified within one
day of your receipt of these minutes.
To site plans as required by any or all of the above-listed departments shall be submitted to the
Department of Buildings who will then distribute accordingly to those departments.
A.D70CfR]VMENT:, There being no further business, Tom Postlewait thanked the applic:ant .
and the departments for their participation and reminded all that he should be contacted if
there are a.ny unfozeseen problems which may arise.
The meeting was adjourned at approximately 12:00 a.m.
Copies of 1V~~inutes to: All participants
File - East 14402 Sprague Avenue
Group Health Northwest
NOTE TO APPLYCANT: Some time ago the County recognized the need to streamline the
building permit system and accordingly initiated these Pre-Construction Conferences. Com-
ments so far would indicate these conferences are successful and do enhance the permit
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system. As a recent participant, we would appreciate any comments you might have to further
improve the process. Should you have any questions or concerns regarding your conference,
please contact me at 456-3675.
Sincerely,
James L. Manson, Director .
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Summary of Requirements p East 14402 Sprague Avenue
February 12, 1992
For your convenience the following is a listing of the permit
. release requirements found in the minutes- and can be used as a
checklist while the proposal is in the. application stage.- If you
have any questions or concerns, please let us know. .
PLANNING (456-2205)
U Please submit an estimate from a nursery including size, type,
quantity of landscaping, itemized cost of`irrigation system,-and
the cost of labor along with a promissory letter from the owner
stating that the landscaping will be installed.
U Please submit a revised site plan illustrating the aggregation
of the parcels into one parcel, he use of each area of the
building, the square footage of use, lighting, traffic control
devices, travel lanes, paving, parking, building height,
enclosure of the refuge storage area, height of proposed fence,
bike racks, signage (if proposed), landscaping, and setbacks for
review and approval.
Notes:
DIVISION OF ENGINEERING & ROADS (456-3600)
n Please submit a drainage plan for the site for review and
U approval.
U Please submit road and drainage plans prepared by an engineer
for county right-of-ways.
U Please obtain approach permits for driveway approaches along
county right-of-way.
n Please submit a copy of the Agreement to Pay Fees signed by the
u owner..
Notes:
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HEALTH DISTRICT- (456--6040),
n The Health District is ready to release their portion of the
u 'building permit.
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Notes:
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FIRE DISTRICT NO. 1 (928-24621 : •
1n-Please,3 submit the lock (Knox), box order fo;:Vm.
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n Please submit water plans for approval.
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Notes: .
BUILDINGS (456--3675)
n Please submit two complete revised sets of plans addressing the
U items discussed during the meeting for review and approval.
Notes: _
***REMINDER*** Please submiL ail revised site plana tu the Uepar-'%--
ment of Buildings for distribution.
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• • OFFICE OF THE COUNTY ENGINEER
SPORANE COUNTY, WASHINGTON
Project: Care-Center-Group Health Date 2-12-92
Address: E. 14402 Sprague
Parcel No: 23542-9131 Ref No. B92013
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"o At
a minimum the plan must contain:
1. Drainage calculations for stormwater volumes
generated on siteo
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:
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1. Short Plat No. SP-87-503
C) The following improvements within adjacent Right of Way
~are required prior to the release of a building permit:
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1. You must submit road and drainage plans for street
improvements. These must be prepared by an
engineer. Plans must be prepared for the following
streets:
~ a. Sprague
b. Best
c. Second
All required construction (sidewalk/curbing/pavement) within
the Public Road Right of Way is to be completed prior to the
release of a building permit or a financial guaranty in an amount
estimated by the County Engineer to cover the cost of
construction or improvements shall be filed with the County
Engineer. Required plans are to be submitted prior to estimating
the amount of the financial guaranty or permit release.
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.2. ~pproach permits must be obtained from the County
£ngineering Department for driveway approaches ta
~ ;L:~ the following streets :
a. Sprague
b. Best
U) Insufficient information was subrnitted with the proposal a
We are unable to proceed wYth our review. We will need
the following before we can proceed;
1. Revised Site Plan.
2. Drainage plan as specified.
3. Other information:
a. The County Engineers Department requests an
eaetensivn of time on the SEPA document for
this proj ect so that we rnay adequately review
the possible traffic ampacts.
b. The access on 2nd Avenue is not allowed
because of the praposed South Valley Arterial.
c. Traffic and circulatian plan.
d. The arterial raad plan specifies a strip of
property 14 feet in width along Sprague t❑ be
set aside in reserue.
E) Utility Condltion: Permittee is resporrsi'ble for arranging
far all necessary utzlity adjustments or relocativn as
required for carnpletion of the improvetnent.
F} The owne,r vf the property or the author i z ed
representative must complete and sign Spakane County
Engineers "Agreement ta Pay Feesr" .This document Tnust Ye
returned to the County Engineers Office. Plan review wi11
not be completed until t,his dacurnent is executed. This
document is attached ta these comments. Please aretuarn
the completed Agreement to yvur contact person at the
Engineers Department.
Dnly after all the informatinn and requirements listed above
are supplied ar comgleted and the necessary reuiew has been
accomplished will your building perrnit be released.
Your cvntact person at the Caunty Engineering Department may
be cantacted at 4 56-360(? . Your contact person is Robert Turner.
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_ S P f) K A N 13 C O lJ N Y Y
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FAX COVER ° 1
F'U➢lIC WORKS DEPARTMFNT
SPOKANE COUNTY FA?C #(509) 4564715 DIVISION OF ENGINEERING dc ROADS
N 811 JEFFERSON SPOKANE, WA 99260 - PH4NE #(509) 456-3600 ; tao~rrti a» TE~'~ASON
~~NE, wAsH1rCroN 9n6o-0170
DATE: Z F~AX ~~7- Z 24 3 .
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TO: ~ j v t~
COMPANY:
CITY / STATE: . .
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NUMBER OF PAGES (INCLUDING COVER SHEET):
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FROM: ~ l ~ .
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MESSAGE /SPECLAL INSTRUCTION:
Page 1
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OFFICE OF THE COUNTY ENGINEER
SPORANE COUNTY, WASHINGTON
Project: Care-Center-Group Health Date 2-12-92
Address: E. 14402 Sprague
Parcel No: 23542-9131 Ref No. B92013
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 proposede
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:
1. Short Plat No. SP--87-503
C) The following improvements within adjacent Right of Way
are required prior to the release of a building permit:
1. You must submit road and drainage plans for street
improvements. These must be prepared by an
engineer. Plans must be prepared for the following
streets:
a. Sprague
b. Best
c. Second
All required construction (sidewalk/curbing/pavement) within
the Public Road Right of Way is to be completed prior to the
Ltt ease of a buil ding permit or a financial guaranty in an amount
imated by the County Engineer to cover the cost of
struction or improvements shall be filed with the County
ineer. Required plans are to be submitted prior to estimating
e amount of the financial guaranty or permit release.
. SAMRLE LETTER OF CREDIT
(1.JSE BAANi; l._E1-TERHEAD )
(BANK IVAME At)DRESS PHONE
It AhJD ANY QTHFR
X NF= [J RMAT I ON )
I RF2EUOCABLE STANDRY LETTER OF CRFDIT
(DA"fE)
REhJEl= T C IARY : AFIFIL T CANT :
SPQKAfVE CQUN7Y ENG I NEE: RS (NAIYIE )
;
IVQRTI-I B11 JEFFERJOhI (ADURLSS)
5PQf:ANE:, WA 992'60-0170
ATTNa
LETTFk OF CRrDT "I" NUMPER :
EXF'I aY DFaTE :
AT: OUR CQUNTEFRS PRESEIVTLY LOC:ATE:ll AT
AMOUh1T :
NO"f' E X C E k' ll I IV G U. S. i7 U L L A R S ( W k T TTEh! ll Q l_. L. Af;
AI10 lJ N'T` )
WE HEF{C:BY T SSUf-_' '1"H I S XRREVOCjABLE STANUBY t_ETTh R OF CRED T 1" F0R ( I-='L_AT
IViqlylE AhlD rJUMBER) AVraTLANLE BY YOUf7 URAFT (c>) DRAWh1 ON US AND
ACCl7MPANI ED BY THE FOLLClW I h!G UvCUMENI"S:
1. A S I GNED STA"f EMEh1T F RQM SPON.ANE CQUNTY ENt3 I NEE R' S uF'F I CE ~EAD]. NG
EsXAC;YL_Y AS FOt._LOWS :
"T, -f-NE UNllERaIGNEU llULY AUTHURIZEll REPRESE:N"I'ATIVE OF SPOKANE
t:OUNTY Eh1G T NEC R' S OFF= T CE, HERCPY CERl- T FY THA1" TI-iF DRAf= T UF7AWN
UIVDER TH I S LETTER OF CREDI`f FREPRESENTS TME FaM0UNT OF MONEY
Rh G?lJ :C RED TO CO1IFILETE 1"HE I N33TALLAT I ON O!= IRvADWA`r ! h1PROVEh1EluTS,
-fi-AT 5 P'WGE J. F URIyiS AN ]:NT E-.GRf1L PART OF CKED T T t#
)
q I
SAMRLE LETTER OF CREDIT
INCL_UDTN(3 GRC-)DIEVG, GRAVFi_s f='AV INC, CURBS, SIDLWALlt931 :3TORM
DRAYNAGE, 1]RAT NRGF SWA[.,.ESq NC]NLJX7iENTE3, STR~ET ~~GNS RND /QFd []Tf~ER
WORk~ Alr_3 T5 TNCII3EN'1"AL AhkI] FRE=I._~')TED THE-RET~ IN ACCORI~ANCE L•f ITH THE
DRAWx fVGS ANI) Si='EC IFICF1T I Qf~S 05 t=tiUBMI TTE17 "FD A~~ AF'T'ROVELI BY -fHE
SF'OI;AhlE COUN-f-Y ENGINEER' ~ CE (DATE ROAD PLANS AP'ir'ROVEL7 )
E. I"HE DRxGINEIL OF THIS LETTF'R OF C'.REDIT.
SPEGIAL LDNDIT:C ONSa
1. ANY WND Fll_L ~~NKIN~ CHARDES 4~~~ER THAN 74-IQSE OF THE ISSUT NG BANV,
ARE FOR TF{E ACCDUNT DF TG~~ ~ENEFICIf~~~.
2. IT I-q A COMlDI "f I aN aF TVl 7 S LETTER OF CREDIT 'T'HA-1- IT SHALL BE
AUl"ON1AI, :t CAL_LY EXTFIVDED, W fi 1f HC)UT Ah'1CiVDMEIV7, h(~ R AN ADDT 1- ~ONAL
F'ERIDD DF ONE YEAR FROM "fHE PRESENT ~XPIRATIQN DATE OR EnCH
FLJTI..I~~ ~XP~ RAT7 DN DAl`E, LJNL..,E~S WE HA4~E NOTIF ICD YOU IN EfJR IT IfVG
NC7T LESS THAN TH 7 RTY (30) DA'r'S BEFORE ~'ti~CH EXPI RAT ION DA'FE, TF-IAT
WE Ei_ECl- NO'7" 'TO RENEW TH TS LF'1"TER OF CRFD I l°. ALL WR:E TTEN
ND"f T F ICATION SHALL BE SENT L' IR fREGISTERED I'~~IU.
DRAF`FS DRAWN UhJDER THIS C~ED3T MUS~ BEAR THE CI.._ALiSE. "DRAWN UhIDER
(BANKS h.IAME RhlD LETTEF~ ~F CREY} I T NUMIA--ER)
YH IS C ~EDIT I S SUDJFCT TO TwIE " UNII.= ORM CIJSTOMS AND PRACT I CE FOR
DpCLlMENTAR4' CRED x TS" (198; RE V I S~ONS) INTERNAT IONAl.._ CHAMBER OF
CL7MME RCE ! 'IJBLILAT I DN ND 400.
WE HEREBY ENGAGE WITH `fok..! "fHAT DRAFT(S) DRAWN AhlD/C1R DOCUMENTS
PRESEhlI"FD Ak*1D NECaLJTI ATED UNDER AND N COMPL IANCE W ~ TH TI-IE TERMS C]P
-I"F-IIS IRRE~~CAE+LE STANDEtY L.~TTER ~.~F C~REDYT WIl...L BE PULY HCNORED LJF'aN
r'RESENTAI"TON `rO IJS4
THE AI'rIUUN"f (IF~ ~~~CH DRAWING MUS'f DE ENDC7RSED ON THE FREVERSE OF TF-IIS
CREDIT BY THE Nl= GQT i nT ING BANK.
A CHA~~E OF l.lS11625. 00 I•JTl_L ~:~E DE'I)uC"fED FROhr1 THE PROCEEDS OF ANY
DRR WT IV G PRESC ha'1° E_-D WITI-! D:E SCRE1-' AIV C ES_
-)ME CDFISSLl I NG BAN F'ti )
(SX GhlEI7 B-Y ANL) ~~NDE R LJHAT nll7-HQ RI TY}
THIS; PPGF- 2' F= Dr2 ~ AN PART CiF° CR ED I-F
. OFFICE OF THE COUNTY ENGINEER
SPORANE COUNTY, WASHINGTON .
TO: Tom Davis
FROM: Bob Turner
DATE: April 17, 1992
SUBJECT: SEPA checklist for GroupHealth Northwest
Tom,
The Engineers Department requests that "No Access To Second Avenue" be
an additional condition to the SEPA checklist for this project.
Post-It' brand fax transmittal memo 7671 #ofpages ► ~
To
/ 2~''n O~-v-'~f From
~ 7v!'ila{-
Co. 06
Co.
Dept. Phone #
Fax # Fax #
, , .
Page 1
, .
• OFFICE OF THE COUNTY ENGINEER
SPORANE COIINTY, WASHINGTON
Project: Care-Center-Group Health Date 2-12-92
Address: E. 14402 Sprague
Parcel No: 23542-9131 Ref No. B92013
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 siteo
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:
1. Short Plat No. SP-87-503
C) The following improvements within adjacent Right of Way
are required prior to the release of a building permit:
1. You must submit road and drainage plans for street
improvements. These must be prepared by an
engineer. Plans must be prepared for the following
streets:
a. Sprague
b. Best
c. Second
All required construction (sidewalk/curbing/pavement) within
the Public Road Right of Way is to be completed prior to the
release of a building permit or a f inancial guaranty in an amount
estimated by the County Engineer to cover the cost of
construction or improvements shall be filed with the County
Engineer. Required plans are to be submitted prior to estimating
the amount of the financial guaranty or permit release.
~ .
o , .
, Page 2
2: Approach permits must be abtained from the County
Engzneexing Department far driveway approacYies to
the following streets:
~ a. Sprague
b, Best
D} Insuff icient informatzon was subrnitted with the proposal.
We are unable to praceed with our review_ We will need
the following befvre we can praceedf
1. Revised Site Plan.
2, Drainage plan as specified.
3. Other inforrnation;
a. The County Engineers L}epartment requests an
extension of time on the SEPA dacument for
this project sa that we may adequately review
the gossible traffic irnpacts.
b. The access on 2nd Avenue is not allowed
because of the prvposed South Valley Arterial.
c. Traffic and cxrculation plan.
d. The arterial rvad plan specifies astrip of
property 10 feet in width along Sprague to be
set aside in reserve. E} Utility Cvndition: Permittee is respansible for arrangfng
for all necessary utility ad3ustments or relocation as
required for completivn of the improvement.
F) The owner of the property or the authvrized
representative must camplete and sign Spokane County
Engineers "Agreement to Pay Fees". This doctirment must be
returned to the County Engineers Uffice. Plan r+ev-iew will
not be campleted until this document is executed. This
document is attached ta these contntents. Please return
the completed Agreement to your contact persvn at the
Eng i.neers Departrnent.
only after a].1 the information and requirements listed above
are suppl~ed or cvmpleted and the necess~ary review has been
accoinpl ished wi ll your building perinit be released.
Yaur cantact person at the County Engineering Department may
be cantacted at 4 56-36UD . Your cvntact person is Robert Turnear a
I
Q v v a 4 .:...:For security purposes only, Group Healtr'Northwest
hcrcby assigns to SPOKANE COUNTY, a political sub0ivtsfon ol,the Statle of Washington, the following: ,
Savings CertiflCate Number 18Q4356
in 1he face amount of $9,500.00 and held in Knd by SeaFirst
Benk of Spokane, Wc~shington
I
Commercial Banking Branch
Thls assignment ls madc as security fot the fu1) and faithful pectotmance by Ramey Construction
af cerialn roads, monurnents ar,d dtainage facillties fot Group Health Northwest
As specifie4 in the rypical section and roadway lmprove ent speclflcatlons for said proJeet, dated Auqust 3, 1992
and on fllc in che Oltico of the Spokene Counry Enginea , . Any lncertst be»efics accrulrtg undeT asid savings Iertlficat4 shall remaln the ptoperty of Group' Health North~aest , Sa1Q savtngs cert(ficate to bc tclcasecS to Group Health Northwest
or any other party only with ihe prior wri(ten consent sni agreemertt of Spokane County,
PROVIDED, FUR'I"HER, the unOetsigne0 does h~reby auihorlr,C . SeaFirst Bank ►
to psy over to Spokane County All or a sulficlent porcio I of tha monfes in the savings eet(iCicace referenced herelnabove
~
upon wriiten docume.«ta,ion being recctved from the Spokanc County.Engineer tnQicating thac the purposcs tor whlch the.
savings cercificatc was assigne.d have not been fu11y and ffI lthfully perlormed as requlred and a statement of that amounc of
monc.), which the County Englneet Bs requfrcd and a stat ment of thAt arnount of money which the Gounty Engincer deems
necessary io corn;~fete such obligatlon. Upon refieipt of ueh written documentatlor,, Group Health Northwest
hereby suthoriz . SeaFirst Bank ;
r,
to re)ease. to Spokane Councy thet amount of money req ested up to the maximum amount in the savtngs certificate.
DATED this 3 day of Auqust 1992
, BANK OF SeaF'irst
ADARESS W. 601 Riverside - Fifth Floor P.O. Box 1446
.-•Spokane, WA 99210
, . . vice pr ent
• hCadM Vice President
~ -
DATED this- Qay of 199 A
1,7
~ ~ .
.r-- ~*S AOlXrse04
~ DE P8R
STATE OF WASH (i~'GTUN ) 1~vP0etOf ~ ~ • ~
~ .
.s
Councy of Spokane
nn this dRy personelly app ~g~ ~ • ~
co me 4own to be the {nOfvidual d w uted the wlthin and foregoing tnstrumenc, and acknowie4gc4
lhat slgneG the same as C.~ nta r aet and dc.ed, for the uses and purposes therein mantfone,d.
GIVEN UNDER Ivi1 ' HAND ANU OFFICIAL SEAL th{s dav of 199 .
, .
~otary Pub11c ln~,~"for th'v State
ku\Aassogn,bon of Washingtor~, residing at Spokane
l ,
~
-------~~~l1s~ND ESTIMATE
~
'~2A
PROJECT group health valley NAME rb DATE 21-Ju1-92
DRAINAGE ITEMS UNITS QUANITY PRICE COST
1} Drywell - Type A EA 1250.00 0.00
2) Drywell - Type B EA 1573.00 0.00
3) Grate - Type 1 EA 325.00 0.00
4) Grate Type 2 EA 330.00 0.00
5) Grate - Type 3 EA 320.00 0.00
6) Backfill For DW CY 14.90 0.00
7) Concrete Inlet EA 675.00 0.00
S) C.M. Pipe 10" Dia. LF 21.30 0.00
9) C.M. Pipe 12" Dia. LF 25.90 0.00
10) C.M. Pipe 15" Dia. LF 32.00 0.00
11) C.M. Pipe 18" Dia. LF 28.00 0.00
12) Precast Manhole EA 1435.00 0.00
13) Solid lid EA 300.00 0.00
14) Ditch Excavation CY 10.00 0.00
15) Sod SF 0.70 0.00
NON STANDARD DRAINAGE ITEMS
1) 0.00
2) 0.00
3) 0.00
4) 0.00
5) 0.00
6) 0.00
DRAINAGE SUBTOTAL 0.00
16) Monuments , EA 160.00 0.00
17) Barricade LF 32.00 0.00
18) Street Signs EA 75.00 0.00
OTHER SUBTOTAL 0.00
GRADING, SURFACING, CURB, AND SIDEWALK
19) Rough Grade CY 10.00 0.00
20) Top Course CY 10.60 0.00
21) Base Course CY 10.60 0.00
22) Asphalt Concrete Tons 44.50 0.00
23) Curb Type A LF 6.20 0.00
24) Curb Type B LF 7.90 0.00
25) Curb Type R LF 7.60 0.00
26) Sidewalk SQ YD 570 16.20 9234.00
NON-STANDARD ROAD ITEMS
1) 0.00
2) 0.00
3) 0.00
4) 0.00
GRADING AND SURFACING 9234.00
GRAND TOTAL 9,234.00
1'a~ , ~00
V"^'
%4 ' • 1 STREET QUANTITIES
PROJECT NO.- DESIGNER- RBT DATE- 7/21/92
PROJECT DESCRIPTION- group health sidewalk bond estimate
STREET # 1
NAME- SPRAGUE LENGTH- 120.00 FT. WIDTH- 0.00 FT.
BEGINNING STATION = 0.00 ENDING STATION = 120.00
ONE SIDE ONLY PWIDTH= 0.00 EWIDTH= 0.00' QWIDTH= 0.00
TERM # 1 : CHOPPED
TERM # 2 : CHOPPED
ITEM MEASUREMENT QUANTITY
SURFACE AREA- 0.00 S.F.
ROADWAY EXCAVATION 0.67 FT. 0.0 C.Y.
CRUSHED SURFACING TOP COURSE 0.33 FT. 0.0 C.Y.
CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y.
ASPHALT CONCRETE 0.17 FT. 0.0 TONS
CURB TYPE A EXISTING 120.00 FT. PROPOSED 0.0 FT.
SIDEWALK EXISTING 0.00 S.Y. PROPOSED 80.0 S.Y.
STREET # 2
NAME- BEST LENGTH- 505.00 FT. WIDTH- 0.00 FT.
BEGINNING STATION = 0.00 ENDING STATION = 505.00
ONE SIDE ONLY PWIDTH= 0.00 EWIDTH= 0.00 QWIDTH= 0.00
TERM # 1 : CHOPPED
TERM # 2 : CHOPPED
ITEM MEASUREMENT QUANTITY
SURFACE AREA- 0.00 S.F.
ROADWAY EXCAVATION 0.67 FT. 0.0 C.Y.
CRUSHED SURFACING TOP COURSE 0.33 FT. 0.0 C.Y.
CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y.
ASPHALT CONCRETE 0.17 FT. 0.0 TONS
CURB TYPE A EXISTING 505.00 FT. PROPOSED 0.0 FT.
SIDEWALK EXISTING 0.00 S.Y. PROPOSED 336.7 S.Y.
STREET # 3
NAME- SECOND LENGTH- 230.00 FT. WIDTH- 0.00 FT.
BEGINNING STATION = 0.00 ENDING STATION = 230.00
ONE SIDE ONLY PWIDTH= 0.00 EWIDTH= 0.00 QWIDTH= 0.00
TERM # 1 : CHOPPED
TERM # 2 : CHOPPED
ITEM MEASUREMENT QUANTITY
SURFACE AREA- 0.00 S.F. •
ROADWAY EXCAVATION 0.67 FT. 0.0 C.Y.
CRUSHED SURFACING TOP COURSE 0.33 FT. 0.0 C.Y.
CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y.
ASPHALT CONCRETE 0.17 FT. 0.0 TONS
CURB TYPE A EXISTING 230.00 FT. PROPOSED 0.0 FT.
SIDEWALK EXISTING 0.00 S.Y. PROPOSED 153.3 S.Y.
. .
r y 1
+ 1
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
L TOTALS
ROADWAY EXCAVATION 0.0 C.Y.
CRUSHED SURFACING TOP COURSE 0.0 C.Y.
CRUSHED SURFACING BASE COURSE 0.0 C.Y.
ASPHALT CONCRETE 0.0 TONS
SIDEWALK 570.0 S.Y.
.
/ ' .
•
' , . t .
1 •
ktEQUtST NUR UES IGN UEVIA'I'lUN
ROAD NAME
DA'fE: CkP/RID/PLAT/Z. C. No.
- -
F tUEEtAL/5TATE PROJE(:T N0.
PROJECT TLTLE V4/J2j /~dc~s4Jd 0k C)Ih rL PROJECT LIMITS
- - - - • - - - .
EXISTINC CONI)LTIONS: PROPOSEU IMPROVEMENT: -
ROAD W I DTH ~y,~/un~ m prev Ga h~ r, •~4' ~ r / ~
ROAD SURFACr'
AVG. DAILY TR~FFIC
Current Design Year
PROJECT DESCttIPTION
.
DESCRIYTION OF STANDARD INVOLVED
PROPOSED DESIGN DEVIATION 2viel, 1.J icQ•~ ~ri~ czCP, <<Zftm eh 7L
JUSTIFICAT2ON 2~~~r~
-y-~
/`~<j~vjiJ
I-Ga c7c<<I 4~c, ~-S'c r~i h ~L ma rr ~fi d h
~ ~ ~ah~lr~c'rt lo~ ~2S~S~ ~yid 07~~~ i'1t~c~,~ldv~t~..PS„°?~ v 0- he y
• ` ~
/"<S1 1, 7y
- - -
~ _ .
S u bm 1 t t e d B y~__ _~~ti~ 87
d Da t e ~
.
STAh'F KF:CI)MMENUATIUNti
'
~
-re.. ' -
- - - - - - -'b
-----~=~~.~~..r~,~~-----~o!'~!h,.:e.!~.!1!
o. .~P - - - - -
Approv d Not Ap ruv_er4
te--t~ion gineer Date
~
V
- - ~
~ ~_.a~ ~ ~ • ~ ~ ' ~
Approved Not Appruved ' ' ~
. D ff'ic Engineer Date
Apprbv d Not Appraved F / 7
0 ce Enbineer Date
: ~ .
ca J-19A--r7d aJ e/;ff1,,/4 y u~ ~ o i -1-
Approved Not Approved ~
fA _ ri Di ' ~ion Engineer ~ Date
~
_ . ~ _ ^ - ~
Approved ~ Not Appruved
County ngineer Date
LA
.
.
,
ltk.QUEST FOR DES ICN Uk.V tAT ION • '
ROAD NAME Second Avenue
DATE June 29, 1987 CRP/RID/PLAT/Z.C. No. SP 87-503
FEDERAL/STATE PROJECT NQ. PROJECT TITLE SP 87-503 PROJECT LIMITS. EXISTING CONDITIONS: PROPOSED IMPROVEMENT:
ROAD WIDTH 40' •
ROAD SURFACF -
. AVG. DAILY TRAFF I -~---Minimal ~ " - "
• .
CurrenC Design Year
PROJECT DESCRIPTION
DESCRIPTION OF STANDA.RD INVOLVED Countv Enqineers Department Conditions of .
' AQ r~,Qva] No, 3 - sidewalk rewirement on access streets
PROPOSED DESIGN DEVIATION Eliminate sidewalk reQuirement for Second Avenue
JUSTIFICATION 1. No sidewalk presently exists on the north side of Secorid Avenue
either way from the subject plat.
2. Sidewalk is existing along the south side of Second Avenue and ad3acent
to the subject plat. 3. Future use ot Seconcl Avenue is in question, ana siaewalx requirement
should be delayed until plans are submitted for the improvement of Tract "D".
. .
.
~ ~ .
b
Submitted B -G. • a^'"' 6 3 ~
Y
~Da t e ~
. ADAMS & CLARK, INC.
• _ W. 1803 Maxwell
SPOKANE, WASHINGTON 99241
, (509) 328-5853 '
P
S 1 !1['•l' kE.Cc;Mrit:NuATI-O1V.7
----~.~~i~~~L - - ~ -Y~J . eq 7---~-f
- -
- !P-~ ~'1 ~Z - - - -w r _ ~-A•~ _
Approved Not Appc-vcd ~
Sc•c t i n i nee r Da t e,'
~ - - , - - - - - - - - ' _ ~
. -.-`~G~'„~"~ .rL" ~ _ ;..cr. o~L~r;~~ .~~r~Pn ~,_.c . _
-
Approved Noc Appr.,ve(i ~
~ D raffic Engineer Date
-~j
44AC - ~ -
Approved Not Approved
- ~
-
~
ri ce n8ic eer Ilate
• ~~"CF~L°N'.I~ 4,4-n 7~4 • ~ l'~ ~ ~j~h/,~ ~c,
il7 -;-~~i
'J,,,
L~.. v-'v ~
~j _r~~ • _ ~ L.~ •-Y` .
1~0 `~`~~71i l.s ~311'~.~Ci L~-~~_°•~? 'r ~ In7•L~. 7~ •J 3.►-~,=
t';r~-' L,f~ ~~~(J.cJr (Z-..~= -l~. ~ ~ ~ -t ' : f "~0_.✓K - .
' i r ~ i~.'! ~ ~ f,%t,: / = i J '7 :''ir.' r'. f ~ , . i-+ : r . ti..ir ~,.•r,-,,- . . .
12.~ l~~ ' C.:• ~ ~ y~ /3,~ C-
Approved Not Approved
~ ` :L ~ ' i r ~ 1
~ - Div~slian Engineer te "
~
- - ~ • a0' ` ' ` •
_ ' - -r--•-~-- - - _ -
Approved Not Appr,,ved 9~1/o, r~
- - - - ~ -
Councy Engineer D:.ite
C~ I
t
\
. . .
BEFORE TNE SPOKANE COUNTY SUBDIUISION ADMINISTRATOR
IN THE MATTER OF ) FINDINGS OF FACT,
SHORT PLAT N0. SP-87-503 ) CONCLUSION AND DECISION
THIS MATTER, an application from The Adams 5 Group has been received and
decided upon, pursuant to Spokane County Subdivision regulations, on the day
of June 23rd, 1987.
The individual signing below has further been properly delegated the
responsibility for rendering the decision by the Spokane County Director of
Planning.
FINDINGS OF FACT AND CONCLUSION
l. The proposal is to divide approximately 3 acres into 4]ots for the
development of commercial uses. 2. The proposal is located south of and adjacent to Sprague Avenue and to
the east of Best Road and north of the Chicago-Milwaukee-St. Paul
Railroad right of way, in Section 23, Township 25 North, Range 44
E.W.M., Spokane County, Washington.
3. The current zoning of the property is Commercial. The proposed lot
sizes, frontage and intended uses are allowed within this zone.
4. The Spokane County Comprehensive Plan designates this area as
Commercial. The density and uses proposed are in accord with this
planning category.
5. The required public notice was provided for this proposal and agencies
having a potential interest in the project were notified and asked for
recommendations.
6. That no one in the area commented on the proposal.
7. That in consideration of the recommended conditions and Spokane County
development standards, the proposal is not detrimental to the public
health, safety and general welfare.
8. That the project is exempt from environmental review under the State
Environmental Policy Act.
9. That public sewer service is available to the lots and connection to the
sewer is appropriate.
DECISION
8ased upon the above noted Findings of Fact, Short Plat Application
SP-87-503 is hereby APPROVED subject to conditions which shall be complied
with by the applicant and/or sponso r prio r to finaliZation of the short plat.
DATEO THIS 23rd DAY OF JUNE, 1981.
~
DOUGL S S. DAMS
Subdivisio Administrator
- j -
, •
CONDITIONS OF APPROYAI. FOR SP-87-503
These Conditions of Approval apply to applicants, heirs, or any
successors in interest to Qroperty.
PLANNING DEPARTMENT
7hat the below listed conditions of all Departments and Agencies are
binding upon the applicant, owner(s) of the property, heirs, successors
or assigns.
2. The preliminary plat of record approval is for the property legally
described in the application for this proposal.
3. That the Final Plat be designed substantially in conformance with the
preliminary plat of record as legally described and advertised. No
increase of density or lot number shall occur without a new application
submittal and approval.
4. The Spokane County Subdivision Administrator shall review any proposed
Final Plat to insure compliance with the Findings and Conditions of
Approval.
5. That the preliminary plat be given conditional approval for three (3)
years to July l, 1990. The applicant may request an Extension of Time
by submitting a written request forty-five (45) days prior to the above
expiration date. .
6. That a Final Plat number be indicated before the final plat is filed;
such name to be approved by the County Assessor and the Planning staff.
7. That appropriate road names be indicated.
That appropriate utility easements be indicated on copies of the
approved preliminary plat, for distribution to the County Planning
Department. Written approval of utility easements by the utility
companies must be received with the submittal of the final plat.
9. That 3 current certificates of title be furnished the County Planning
Oepartment prior to filing the final plat.
10. That the following statement be placed in the final plat dedication: uNo
more than one primary structure be placed on any Lot nor shall any lot
be further subdivided for the purpose of creating additional lots,
ownerships, or building sites without first filing a replat."
ll. The specific and detailed development plan will be submitted for
Planning Department review and approval as part of the building permit
and prior to issuance of building permits.
12. That a plan for water facilities adequate for domestic service and fire
protection be approved by the water suppl ier, fi re protection district,
Spokane County Building & Safety Department and County health
authorities. The agencies will certify on the WATER PLAN, prior to the
filing of the final plat or any phase of the prellminary plat that the
plan is in confo rmance with their respective needs and regulations. The
WATER PLAN and certification will be drafted on a transparency suitable
for reproduction. i
The purveyor will also certify that appropriate contractual arrangements
and schedule of improvements have been made with the plat sponsor for
construction of the water system in accordance with the approved WATER
PLAN. The time schedule will provide for completion of the water system
and inspection by the appropriate health authorities prior to
application for building permits within the final plat. The
arrangements or agreements will include a provision holding Spokane
County and the purveyor harmless from claims by any
. i,
Conditions of Approval - SP-87-503 cont'd
County Planning Department Conditions cont'd
lot purchaser refused a building permit due to the failure of the plat
sponsor to satisfactorily complete the approved water system.
The plat sponsor shall also sign the WATER PLAN to confirm the
contractual arrangements or agreements.
The final plat dedication will contain the following statement: "The
~ublic water system, pursuant the WATER PLAN approved by County and
tate Health authorities, the local fire district, County Building b
Safety Department, and water purveyor, will be installed within this
plat, and the subdivider/sponsor will provide for individual domestic
water service as well as fire protection to each lot prior to sale of
each lot and prior to issuance of a building permit for each lot."
13. That no building permit will be issued for any lot within the Final Plat
until certified by a Washington State licensed engineer "that the water
system has been installed pursuant the approved WATER PLAN for the Final
Platu, signed and stamped by said engineer. The certification may be in
the form of a letter but is preferred to be certified on a copy of the
WA7ER PLAN as a schematic map showing the "As 8uilt" water system.
14. That a survey be required prio r to the filing of a final plat.
COUNTY ENGINEER DEPARTMENT
1. That drainage plans and design calculations showing the alignment of
drainage facilities be submitted to the County Engineer for approval
prior to construction and/or the filing of each final plat. Drainage
plans to be prepared under the direction of a licensed Professional
Ci vi 1 Engi neer,
2. The applicant should be advised that individual driveway access permits
are requi red prior to i ssuance of a bui 1 di ng permi t for dri veway
approaches to the County road system."
3. ?hat sidewalks are required along the arterial(s) on Sprague Avenue and
other access streets adjacent to the plat.
4. The proposed private road(s) required for the preliminary plat serving 2
lots with no extension possible is approved by the County Engineer.
5. That private road(s) be improved to Spokane County standard for a
private road Urban-Suburban standard serving two lots. Subject to
approval under Section 10.207 of the Spokane County Fire Code.
6. All vested owners shall sign and record private road documents as
prescribed by the Spokane County Engineer. These documents shall be
reviewed and approved by the Spokane County Engineer prior to recording
with the Spokane County Auditor. Recording numbers shall be referenced
in the dedicatory language of the plat.
7. That the following statement be placed in the plat dedication:
"WARNING: Spokane County has no responsibility to build, improve,
maintain, or otherwise service the private roads contained within or
provi di ng servi ce to the property descri bed i n thi s pl at. By accepti ng
this plat or subsequently by allowing a building permit tv be issued on
property on a private road, Spokane County assumes no obligation for
said private road and trie owners hereby acknowledge that the County has
no obligation of any kind or nature whatsoever to establish, examine,
survey, construct, alter, repair, improve, maintain, provide drainage or
snow removal on a private road. This requirement is and shall run with
the land and shall be binding upon the owner, their heirs, successors or
assigns including the obligation to participate in the maintenance of
the private road as provided herein".
3. The proposed plat shall be improved to the standards set forth in
Spokane County Board of Commissioners Resolution No. 80-1592, as
amended, which establishes regulations for roads, approaches, drainage,
and fees in new construction.
'
•
Conditions of Approval - SP-87-503 cont'd
Engineering Conditions cont'd
9. That the following statement must appear in the dedicatory language of
the plat: The private road as shown hereon is an easement which
provides a means of ingress and egress for those lots within the plat
having frontage thereon.
10. The site plan for the proposed structure on Parcel u6" depicts a 20'
wide ujoint drivewayu along the west property line of Parcel "B". If
this is to function as an access for parcel "A", the conditions listed
above which pertain to private roads apply.
COUNTY HEALTH CONDITIONS
1. Sewage disposal method shall be as authorized by the Director of
Utilities, Spokane County.
2. Water service shall be coordinated through the director of Utilities,
Spokane County.
3. Water service shall be by an existing public water supply when approved
by the Regional Engineer (Spokane), State Department of Social & Health
Services.
4. Prior to filing the final plat, the sponsor shall present evidence that
the plat lies within the recorded service area of the water system
proposed to serve the plat.
5. A statement shall be placed in the dedication to the effect that: "A
public sewer system will be made available for the plat and individual
service will be provided to each lot prior to sale. Use of individual
on-site sewage system shall not be authorized."
b. The dedicatory language on the plat shall state: "Use of private wells
and water systems is prohibited."
7. The plat dedication will contain a statement to the effect that: "The
public water system as approved by County and State health authorities
and the local fire district and purveyor will be installed within this
plat, and the subdivider will provide for individual domestic water
service as well as fire protection to each tract prior to sale of each
tt"dCL."
COUNTY UTILITIES OEPARTMENT CONDITIONS
1. Make connection to Valley sewer.
BUILDING AND SAFETY DEPARTiMENT CONDITIONS
1. The appl icant shal l provide veri fication from the Fi re District to the
Department of Building and Safety that provisions have been rnade for
adequate fire protection prior to the release of building permits.
APPROVEO THIS 23rd DAY OF June, 1937
k,
DO GLAS S.AD S
SUBDIVISION DMINISTRATOR
CC: Nealth District
Enyineer
Utilities
8uilding & Safety
Applicant
Su rveyo r
File
Parties of Record
~ . .
~
~ ~ik. . ' ' D,
' ° ,i
~.1.~ .~~.~►.~1.r'_ 1.4~
.~N
• ' ~ ,l~ ~ PUBLIC WORKS DEPARTMEKi
~ j. , OFFICE OF
COUNTY ENGINEER
:~:r~T'.. R O N A L D C. H
ORMANN, P.E.
y.
=°~~i.1i.~r;;~,~~;.;l:n : ~ ~.~,c~~•~:~r COUNTY ENGINEER
r~~ • '`~'~J SPOKANE, WASHINGTON 9926(~-~7''0
SPOKANE COUNTY COUQT HOUSE
October 20, 1981
Washington Mutual Savings Bank
W. 601 Main
Spokane, WA 99201
RE: Short Plat 87-503
Gentlemen:
Please be advised that the savings certificate for the above-referenced
plat, with respect to Savings Certificate No. 12-3000404-3 by your compar.y in the
total amount of $800, for roadway improvements, may b2 released.
If you have any questions, feel free to call our office.
Vzry truly yours,
Ronald C. Hormann, P.E.
Spokane County Engineer
Je ry Sim
Senior Plat Inspector
JS :sla
cc: Adams S Group
c/o hiemle & Hagood
W. 601 Main Ave.
Spokane, WA 99201
,
Ptlhlir Wnrkc Riiilriinn / Nnrth 3R11 lofforcnn.StTOOf /!;nnkano Wachinntnn 99260-0170 (5n9) 4.56-.16(1(1
KIENRE&
. ~
HAGOOD ~
C O M P A N Y RECEIVED
OCT 1 A. 1987
SPOKANE C01,..T„ ~-~«,n~r~•
October 13, 1987
Mr. J erry S imms
Engineering Division
Spokane County Public Works
North 811 Jefferson Street
Spokane, Washington 99260-0180
RE: Short Plat Ivumber 87-503
The Adams 5 Group
Dear Jerry:
The sidewalk fronting on Sprague on Tract B of the above
referenced short plat was completed last week. You may
recall you required The Adams 5 Group to assign a savings
account in favor of Spokane County pending its completion.
We now request you execute the necessary release of this
assignment in order that we can remove this restriction from
our Washington rlutual Savings account.
I am enclosing a photocopy of the Assignment for your assis-
tance. Please return the release document to me.
Yours very truly,
iHE ADAMS 5 GROUP
f ~
Gerald L. Hagood
Managing Partner
GLH : j v
Encl.
Professional Real Estate Services
,
Washington Mutual Financial Center, West 601 Main Avenue, Spokane, Washington 99201 (509) 838-6541
,
. .
e a.
~~:`~~"'S ~ . - . - .
.,`,.lyVr,r, • ,
~ . . . -
August 17,'1987 ~
Spokane County Planning Department
North 721 Jefferson
Spokane, WA 99260
Re: Short Plat No. 87-503
Gentlemen: ' '
Short Plat No. 87-503 lies within the boundaries of Vera Water
and Power. The existing water facilities are adequate to provide
domestic water and fire protection for the proposed tracts.
The easements as indicated on the preliminary plat are acceptable
to Vera Water and Power. ~
If you have any questions please call.
Sincerely,
VER.A WATER & POWER
Kevin M. Wells ~
Engineer RFCF~V
. U~` , FD
KMW.mep ti ~
cc Dick Adams ~9~j
Adams & Clark ~1'f,~4e ,
}
vp - %
A S S I G N M E N T
For security Uurposes only, The Adans 5 Group
hereby assigns to Spokane County, a mt,ntcipal corporatton, the followtng:
Savings Certificate Number 12-3000404-3
in the face amoune of $800.00
and held in and by the tvashirtgton I`iuttal Savings Bank
Bank of , •
Spokane B r a n ch
This ass.ibnment is made as security for the full and Eai.thftjl performance by
The Adams S Group of the construction oE certain roads,
monumznts and drainase Eacilities in I1o. $7-503 as speciEied in
thC C}'p1C:il S~C~~vi7 dild z-Cc~dw3y iiip rOJe fiienL SpeCifiC:cii..iva5 iOr SalCi 5i1bCj'lLi;lO(1, daLed
Sept~~'ber , 198 7 and on file in the Of flce oF the County Cngineer.
Any interest benefits accruing under said savings certiEicate shalt remafn the
property of . The Adaiis 5 Group ,
Said savings certiEicate to be released to The Adains 5 Group or
. any other party otily with the prior written consent and agreement oE Spokalle County.
PROk'IDED, FURTHER, the undersigned does hereby authorize Washington Mutual to
pay over to SPokane Cotinty all or a sufficient portion of the moneys in the savings
certiEicate referenced hereinabove upon written documentat-ion being received from the
Spokane County Engineer ind icating that the purposes for which the savings certificate
was assigned have not been fully and faithfully performed as reqtlireci and a statement of
that amoun[ of money Wl11Ch the County Engineer deems necessary to complete such obliga-
• tion. Upon receipt of such written documentation, The Adams 5 Group
hereby authorizes lqashington Nfutual to release to Spokane County that
amount of money requested up to the maximum arnotint in the savings cerCificate.
DATED this day of Septenber , 198 7.
• BANK OF kTashingtan M.itual Savings Bank
OPERATIONS MANAGER
\
~ • i• TN7M'CY SERVICE RltP
~
DATED this day of Septenber , 198 7. . The. 5 - ro
Par tner
STATE OF WASHINGTON
COUfvTTY,OF SPOKANE ) ss
On this day personally before me Gerald L. HaRood , to me
known to be the individual described in and who executed zhe within and foregoing
instrunent, and acknowledged that he signed the same as his free and volun-
tary act and deed, for the uses and purposes thereicl mentioneci.
,00''1GIVEN under my hand and official seal [his day oE Septerno I
er , 1937 ,
. r' . ~ . • f~ / ^ -
~ , . ' _ L 1 •
.•r . I 1 , _ r~'%~%~~.?~ ~
. N ry Public, In and for the State ~
. . , . .
.
`Washing ton, resi d ing at SPokane
,
Washington.
. ~ .
. .
, ~ .
~ . .
~ SPQKAlIE EVIROiCSEKTAI ORDlt1A14CC 1-7
,
(vAC 19)-11-960) Scccton 11.10.230(1)
. ~
Environmentel Chetkliit
~ f,le No.
Puryose of {Aeckliit:
TI►e State Enviro nwtntal pollty ACt (SfpA) tl+spter 13.21C RCH, reQuires ail qovernwnta) •gtntles to contlder ttit env1romenta1 lixpatts of a prcpoSal
befon wsking Aecisions. An Environs etal lopact Statenrnt (EIS) must be prepared Ior ill proposais vitA probable signitStant adverse toPitts oe
the pW 11ty ot the ter/roii++ent. The purpose oi tAti theCklist 1s to 0►ovidt lnfor9ation t0 AtID you and the .9ency +aentsry IAo•cts (ron your
propoSil (and t0 reduCt or av01d lapatts froe the DroDOial, tt It ean Ot done) ind to 1+tla the 49enCr deCldt vAtthtr an :1S 1S rtQulrtd.
It%strvctions tor 1lpplicsnts:
- TAis environ.ental eheckllst •sks you to Oescribe sooe besic fnformatlon aDout your proposel. GoYefnmental aqencles use this checklist to deterviine
vf+etl+cr the envfronarntal 1cVatts of rpur proDOSa1 •rt itgnifiCant. reQutrlnq preparation of •n EIS. Ans.er the questtons brtetly. vlth ttie wst
precise inforoatlon knw n. or qivc the Gest descrtptton you un.
rou .ust ansver each Question accuritetr and ca►efully. to the best of pour knorleEge. In most c.st3.. yw iAOUId bt able to answtr tl►e ques2Sons
trpw your ovn observatlons or prOjett plans vlthout the nttd to hlrt tWrts. tr ro„ ►eally do not 1tnOr LAt •nSrer~ Ot 1f •~uestion Eoc;,not apply
to your proposal. vrlte 'do not knov' or •does oot •pplr.' Con~plete ansvers to ttie Qvestloni now may ♦void vnnecess~rr delsrs later.~
1 '
Soar Questloni as4 asout qovernwentat n9ulations. such ♦i zoniny. sboreline. anC landwrk desiqnations. Ansaer these Questtons it rou tan. If ya
have proDlewz. the govern.tntal •genctes un asslst you.
The ehcctllst pvesttons •pD1y to all parts of your proposal. tven 1f you plan to do tAew o.er a perlod of ttwe or on ditferent partels of tanE.
AttacA •ny addittonal inforsetton if►at wilt descrlbe your proposal or 1ts enriron+enta) effects. TAe agerticr to vA1cn you suQe+lt this chectttst rsay
ask rou to erplaln rour •nsrers or provtde adCfttonai tntonoatlon reisona0lr relateE to deteraining 1t tfiere may bt sl9nlfiunt •dverse 1ap&ct.
use ot chectltst tor nonaroSect eroRosats:
Caaplete L1,Ss c1+eck11st for norproject proposals. even thougt+ questtons s+y De ansrercd 'does eot •oply'.
1N ADDITJON. ea+plete the SllPPLE?IENtl1L SiM f0ii NO!1PRdJECT ALTIONS(Part O).
For tionprojeet •ttions. the references in the tAettltst to the wrEi 'project.' 'applltant.' •nd 'property or ifte' should be read as 'propotal.•
'proposer.• an0 'aff ected geograpAlt srea,' resacctlvely.
A.~,,~GRO'1RK0
t. 'Lame o+ vrovosea orojecc, if .aa»c.ele: Veradale Health Care CentPx
East 14402 Sprague Avenue
2. %&me af App,+c,nt: Group Health Northwest -
3. MOress rnE pAone easber of ap911cant or contut person: Mike 80y1E?
West 1500 4th Avenue, Spokane, WA 99201
(509) 838-9100 Extension 1251
4. ace cnectii:c vrep..ta: ' February 27, 1992
s. ,►9e„cy na,e:t~~ ctttckl,:t: Spokane County Departrnent of Buildinqs
6. ►ropozcd tt■in9 or ithMute (lncluding pAaslng. If applicable): Ground Breakinq, April 1992
Ccnpletion, January 1993
.
7• Oo you Asre a^r D1ans Ior tutun addltlorts. expanston. or fuRher Ktirity ntated to or ComtCttd vlth M1f Or'opcssl? 1f yti. txplaln.
NO
0. Oo rou oww+ or have optlons on land nearor or •Ejacent to thfs proposal? If pes. erplain.
IVO B. list •ny enviro++.ental lnforwation you know aDout that has Deen prepared. or ritl be prepared. direttly related to tAis proposal.
Professional Site Survev bv Thomas Dean Hoskins, Inc.
. Geatechnical Test Pits by Haward Consultants, Inc. -
~
ae•.t/1/BS 1
~ . .
~I~f,~71~ £K4IR~Il~NT11 OilDI11i4f~CP •
. (Si~AC197-11-4140} StiL18a 11-14.a70Q1}
l. [n.pkGr.O[7T.~ (zouztourd}
9-• :160 Ya-u kMw .rhr'Tur •ppllta[laas ■re pe;,d:*5g :ax soverrxsrnta] aqprarair of atliet pT-y*waall E3iR[4S affe[ti r rir ra
propossl,' If ~ei, es,ka3n. 7 ~8 P V~r#~ tv++rred by ro.~r
1o '
10. L1s[ anr go■sYaaro[ appravali o: p,errltr that- vili k needcd !or tour prag6,'.l, Sf imo+,n.
_ _Planninq Departtient Certificate of Exernption
Division of Enqineerincr and Roads Aqreeqnerat to Pay Fees.
A~roach Pegmits State Department of Health License to Hanc31e and Store Radio Isotvpes
e- r► CT S
il. GiTe ■ bcie[, caapleLe de*cripildfi of 7ws proqarai, inKluding ttr progosed wsa and [tie ■ijc at iht pt'4]ect rtid s1te. -hece art ssvrrsl
qLmta[loas lattr iti Chis CF5CLti1SLi th..c tyk yw to dssesibe cer[aie aspeets 4S yout pT4pG*il. Y4u do nat ne+sd tv rePe+t z%oie aaavcrr nn [h! s
P'+6t •
New Farnilv Nedicine C7ffice Buildinq of approximately 19,500 sq, ft., and on site
_par}~nq__for approximately 140 cars. Bui].dinq to include Officesa Ecam Rooms,
P~eparation Roorns, Lakxoratvrv. RadialoqV, Phanrecy, Waiti.ngf Staff Lounge, and
Medical Records. Site Area = 2.5 acres ~-J- - ,
~
c~ ~1l~~ ~~5
aa. ~.eeartob of c 63i L ~ I~ E~.t~ ~.c ~ ~ 11i1~s pevpasal. Glve ■uf[lcita[ thf8iti*tSOS ior t p.e aa [a oedtrs[aud Oe ps+eci*e kousioa esl' xaur , DroA"~ R-'~.[[, i fuEi~y s
a=sees adds`roa. ii aa7. "d ser[fos. sa+rnahip aad raa6+e. t# knwn. If a prapo■sl wuld aaeur a+er a rsaae.ot aTe.1, praride the tarse os'
bauedariea of the 4LlCe(s). Traride a legai daieripttoa, aS[e pLn. vicin€ty riap. 61~4 topacrsphic rap, if rrarnasbly rvttl,Kble. ilhlYt Yoa
should s+slzol3t aa} plaa.r swquired bry [he a3en7, 7au rsr wit eeauired to duFtitate wapa ar deul sd p iu ta~ wiCh ~ pe~ii app ~lic~ si~sn
rtL[ed Ce thia ck.eekllms- C~C3i''T7E3° C~ l]e ~1C~ I5t Ro~ad aTl~ ~tPI1~1~c l~! LC7
Second Avenue.'I'hat portion of the NEI/4 of the NW114 of of Sectiory 23 ,"Itwnship 25 Nor~ ,
Ran3e 44 East, W.M. dSpokane Countyf Washingtan, described as follows: Begirrning at apoint
on the south line of Sprayue Avenue, whieh bear.s S00006r 36"w, a ciistanee of 30.00 feet and
Dtxe West adistance of 880.00 feet fram the north quar-te,r corner of said Section 23; thence .
'SOD"06'36 "W, para3Lle1 ta the east line of said NW1,14,, 561.81 feet to the nvrth line of Second .
Avenue ; thence S89`"5$' 33 "Wr alang said north line, 233 . 89 feet to the east line of BeSt Road;
thence NOO 08`24 "E, along said east line r561.91 feet to the south Yine Spra(jue Avenue;
er~ce Due East ' . ~~tc~ t~e P'oint ot`inr~xng. ~~L~4
11. Dew■ [hw paopo■ed ■ct[an 31c wi[hiti rhe' ilquiLtr Stnriiivs Ares (ASA)' hc nera1 3evsr SestiY€e Arza. :#se Triori[y 5t++er Ste`viee Area? .
Clsg of 5pOkane' (See: SgoSc.aae CakLn[r'a ASA O+rrilar iane dcLs for knuodirira).
_L l l fet^ SeYlsltlve !$Secl = ; GeI1Gra1 Sewer Serv1Ce Area _ YeS ; -
PrlorltV SeWex` SeNiCE Prea - City of S]Dkdrie = NO
so Bc CUHTX.X-W eT wrri.irARr
EffWrXDtrst=_LL riCK=rts
triluailon PF4r
1. ~1~"F! 1l~enr~ Ur~ 0-n1r
Gcnrraal deacctptitan of sl,e site {~iac]e one}: Flat. rolIlag. hiil;. •LSSp t10p411. r.ouetaiecus,
o [ he s :
Flat
t
'b. *.fha[ i■ [!►r ■teepa@s •lope an C1+e ii[e (apptraacima[t peraent wlope}'.
2% 51ope - StEepeSt, Gen@rally 1% SlOpe
c. '+tut aeoerrl tTpcr of saila are fwnd ut xh.e ■itt (!or esAnple, eYty, qed. Srartl. Feat. aurk)•
it pffu know Lhe c14649fpca[loa of ajfiicultur#k setls. •peclfy thr■ ■srd wtt ■ny pri.e fikrsIafid.
Na,tive soil = Garrison qravelly loam which consists of
alluvi-al sands arrd gravels, reworked by stre.am action.
d. kre therr •urfacs S4EICELSOna OT hisr.or7 a[ una#atile ■oSl# tfi [hr isawdI mLRr +ri¢iei:7' tf ro,
de re ri h.t _
No
,
I
~ . .
~ SPOKAKE CN►IROK!1EMZAt, ORDIItA!!LL •
. (VAC 197- i1-960) Sect 1on 11.10.230( 1)
B. ENYiROre.'~ENTAL ELEMENTS(continued)
Eveluetion For
Agcncy use only
V. Describe tne pvrpost. type. and appro:icete quantities of +ny titltng or grading propose0.
lnditett source 0f fill.
$r±,J_ficial fill was encountered at three southern test pits
This fill consists of silty gravel and sand, quantities _
r. ~°~~o:~o«~ed and ~rep~~aced coec~uai sn, o;u~~ cuo. 4 as 1tiy desCribt.
No
g. About wt+at percent of the stte .rtll pe covered wttn iopervlous surfaces aIter project [ortstruc-
tton (for txaaplt, aspha{t O• bvlldtnqs}?
t
73% Total Site Area = 108,900 SF
Buildinq Area = 19,934 SF = 18.3% coverage
Impervious Area = 56,934 SF = 52.3% coverage
(Paving and Walks)
Total Coverace - 766~36~ qF =70t% 6% ;b~l Coverage
A. Propose0 weasures to rcdutc or ontrol eroilon. r ot cr mpacts o t tar any:
Proper aradina and drvwel ls . ,s~'o r rK wa ~ ci✓~ i~n~G ~'o~r~'~s
A 2C- 7v bc ni.% earny
ca;.jll
~.t t~ i cr~ %h c s t-~ r STbtY►t CJ~q i~
2. AlR mQK4flr+t4? r1
S. vhat type ot amlssfons to the atr vould result froo the proposal (t.e.. dust. autaaDile. odors O
Sndustrial. .rood saoke) durinq tonstruction and vAen the project ts completed? 1f any.
generally destriDc and glve apqroxiw te Quantttes if tnorn.
Tvpical construction qenerated air borne particulates,
vehicular enissions after construction is canpleted.
b. Are there any ott-st[e sourtes of caisslons or oEor tAat aay affect your proposall 1f so.
9eneralty 4estrtDe.
Soracrue Avenue, F.iture Second Avenue Limited Access
Expressway. ,
c. PropostE oeasures to reduce or tontrol eoisstoas or other ipacts to air. If •ny:
No special emission controls will be required to control
cdors or air born oarticulates. Water will be applied
to stockpiled subqrade and top soil material.
3. WATER
~ a. Surlacc:
(1) is there any surface water pody on or in the loesedlate rlcirtttr of the sttt {ncludlnq rear-
round and seasonal strdas. saltwter. lates. ponCs. vettandsl' If yrs. descrl0e type •nC •
providt naets. If appropriate. state vhat itream or river 1t flo.►s into.
No
(2) 1t111 the project requlre any vork over. tn, or adjacent tu (wItnfn 100 feet) the descrtbed
weters' If res. pieaze destrlDe anC •ttacA avallable plans.
Not applicable.
3
S • *
' SF#iw1~~ Ll~II.~}N.'~ti'L~L Q1~1R~CL ,
L~y+~ 197-1i-9b01 Section 11.10.I39~I1} t +
E. ~'1R~1`+`CEKTAI El.~t~5 {cbn[Seued} , .
EIly1uaC14!n FOi
lsgrne~ L}rs b~,yy
{3) G.[isate Ehe asot+nx of 1111 •nd 8tedgc jaterial tha[ would be ¢1,aced in ut scnaaed ires. Lhe
wur!■se vatcr vr va:larws afld indteate zhe asra at t4tit rSte r1*t wvu]d Le aSfecCed. I,.dlcete
she imaurce at flll MAterial.
Not a~n-lzcahle.
(Ly YS]l the proyoMaY requiVc sursacs Ut[er vitFshtfwlr ar dt.er,ien.9 CStie i-.rntrtl dtot;Lp-
tion, purpose, end appruwsnaxt yuanx1i14s. 1M*,n,
NCtit ao33l1Cdb1e. -r- -
~
{S} gaca trir propasal lie rtchin s 1"sai Qlcod plrlts'- LE oa, tio[e loutSar on [lu r#Le plia.
bTn
(S) Uo~r■ kFrr pragostl lr+raFre any dSMtlluraea o# ttaa[e mrtrrSai* to ■ustace ++a[es*? If an.
dtscrlbe the type of wptig awd rat3etpalc4 +nolu.e of dfacharar,« _
No
U. Craund:
_ (i) Vill groaTdWaL4t9' The ri[hdr;re, oC +r131 tira€er 6r diaehavEed te LC"nAvot#L? Gire xearTa!
dsstrip~faat pul~oae. aad apptasi~xe ~uinxi6iss, i[ imors~.
No '
Z1esc=iba wt2Le sastriai [ha[ vill 6e dircharl&d ia[a t%e qraund trw ■eptic taaks or a[hes ssaStAty xaote tirealsent f4Ctt1i7. DeKribe tl►o taaeral sise of tt`e syr[sa. t1+e nm'bsr of
!►ouias xo bs •ef+ed (if apglfCibka) o# the intiabec of perEana [he wia[tm(*) asr ex;eclad io
asrre.
- Not c3ool1Cdble '
pemcribr ao)r Systeaa, atf&r [fia.a tlyais 4desigeed [aa Che df«porrl of iwwitary waais. .
iastalled tor cl.e pu~w4c o# d#oclt*xZia* flnido be1av the ;itaMd,d *ur{*es (iecludeo rTatew r.th
•a thaac tai CY,e d=rp4asl of s[ari wCex er lta3aa#a frar #laar 4ialnak. Drstiih,e [he type of
sys€eo, ¢5►e arOuat 4R1 M[rrial [o be dSrpossd a# tkr"h thW ■XS[sa aad [!re l7pr• o[ ~ttstil■
likely tv 6e dl"oed of (iae3uding obactritT■ vhfc4 *ay l&CSr tLe Eyste 1oadrettrptLy Yhrdagh
■pi21r vt as a reoul[ of fis-eti;htiw..e aetlyS[Lt+l].
?aR .9.wales and eateh basins wi1l be developed t.n retain
' raaf and imPervious surface run aff. Floor drains wriYl
connect to build waste collector line and erxter the ~
countv sewer sYStem.
(4) w1.T1 any CheoSca1s (#opecitliy organie wl+eenis ar psrsalti,ro lucli) be rsored tn ■Ea►re-
Irouod ar underKraUnd atof■ge t}nka? If inF rhas t1pes aad +quan[itSer vi msieriall Vl11 6e
■[ert3' . .
. 1Yo
~
I ~
I
~ . .
~
sroKuxr, uMILo►n¢xvs. otntnPrra
• (v;[ ]97-11-960) Seccion 11.10.230(i)
,
D. LRVIRO`t`M'TtTAL LL.ZXDT'S (conclnued) .
.
Ewlwtlon For
llgenc~ U~e Onl y
(S) vhat protectivt asfurr• v111 at ta►en to lneure tAat lcakr or •plll• ot say tl+calcal•
acored or used an sSte vill oot De allovcC to percolate to =rw ndvater (tR3• lotludel eeasures
to kcep t!►eelcals out of dlsposal sTsccs• descrlbed in 3D(2) eoA 3b(3)' No oI'1 S].te storage
of chenicals will be permitted. Grounds maintenance contracted out.
Radiology processing equipment will use standard Photographic Developers
and Fixers and equipnent will be provided with silver recover and/or '
neutralization qrid systems. In the future processing chemicals will be
~etr}evV&T~~.,,~~i~~~,~ Co. of Spokane for treatrnent and disposal.
(1) DcscriDe tre source of rvnoff (iccludfog storm vater) snQ setlod of collectlon and dispom.a2
f.' an7 (Sncludc QuAntlties, il knovn). Vhers vill tA1s tocee t]cvt Vill tA1• watcr flov lnto
otAer ratere'. 2f •o, descrlSe.
All surface drainaqe will be contained on site in 208
~ Staales, and catch basins.
(2) Jill any cl+eaicals pe •torcd. Aandled or wed an tAe •!te !o a loucion vhete a•pill or
leak vill dcain to •urtace or grour►Qvater or' to ••tors vater dispo u 1srstm discturaint to
suriacc o[ =round wtcr'
-Nn
(7) Could vaste owccrial• coter jcouoE or •urfoce intets' I[ oo. aeaerallT describe.
No
d. Tzoposcd iseasurc• co ccduce oc concTOl tutfu e. groued, aod tvaoff vater lapacts, tf anr (!f
[ cbe proposed actlon lies vitl►in the Aquiter Seositive Arc• Ae especLllr tlear an es9lao+cioos
r rela[laj to laeilltle• concerning Scctloo• 3p(4). ls(S). sod k(2) oi if►ie tAecklisc):
208 S'wales
4. n.xV-.s
a. f.l►eck or circle crpe ot vegetatloa touad oo clr •ite:
declduous t[ee: aldet. aaple. aapca. otf+cc. _
evecsrcen trec: f1r, tedar, pte+e, otAcr.
• Arv Es.
tross.
X pastufe.
crop or gtale.
vec soil pLots. catcail, bucceccup. Sullnuh. stum1c ubb•ss. oct+er.
w+ter pl&nto: wattr lillr. eelgrove, a11fo11. otAet.
►
other typcs of veRetatloo.
D. vAat kiaC and uwnt ot vegetation vill J~e TooveA or •ltered' Wild grass and Sod, Site to be reconfiqured by building, parking and
landscapinQ.
C. L1tt LAte.atened oc endanacred •pecle• knovn to se on or ocat t!►e •ite.
None .
d. ProporeQ landocapleg, we ot oativc pLnta, ot other mcasure• to preoene~ or calunce vegetatioo
on t1e oStc, !f •nr:
Pronosed landscapinq to be campatible with Spokane County
site and parking area landscape requirements.
5
, . ,
~ SPOKANE ENYIROIPtL►fTAI ORDIMAHCE
(uAC 197-11-960) Section 11.10.230(1)
, e
8. ENYIRUra1LNTAL EIEHEMTS (contlnutd)
i ~
Evsluation For
agcncy use Onty
5, ANIM~S
e. C1rc1e any Diressnd animals wAich heve Dcen oDserved on or nrer the site or ere knw n to De on
or ntar tht Sitt:
birds: havk, neron, ea91e<:ongbires other: Spat'Z'OWS, Robins
.anraels: Eeer. Deer, elk. Deaver, otner: NOne
fish: beiS. Salmon, trout. herrlnq. ihe11(ish. other: NonP
otner:
" 0. list eny thrtetened or tn0engered ipeciti knpvn to bt 0n 0r nter tht Site.
None
~
c. ls tne slce part of a fllgratSon route? If so. exvlatn.
Nn
C. proposcd ocesures to prescrve o► cnhance vi1411fe. tf •nr:
No wildlife
6. EN£RGY AMD NATIIRAL RESQUitCES
a. 1(hat kfndz of energy (elcctric. natural yas. .rood store. solar) will be nscd to met the
Lhe toaqletcd projett's entrgy netds? Oescrlbt rhetl+er 1t w111 be uzed for Aeatln9. aanufac- turing. etc.
Natural qas for space heatinq, electrical for lighting. .
0. woutd your project sftect the.potentlei use of sotar cnerqy by wEjacent proqertles? Tf so. '
generally descrlDe.
No
c. What tlnds of enerqy tonser+ratjon testures are included In tee plaM of tAis proposal' L1st
other proposeE oessures to reduce or eoatrol energy lapacis. 1t sny:
Heat recoverv svstein. BuildinQ envelope and liqhtinc_ -
to meet NW Eherqy Code insulation and enerqy standards.
HVAC systesn shall include sensors for installation of a
.jy management system.
future enerc
l. ENYIR041EMTAL NEALTH
a. Art thert any envlrorotntal Atalth hiZards. lntluding txposurt to teclt tlmltals. rlsk of firc
ind eKplosfon. spitl. o► AazarEous raste. that could oecur as • nsult of t1+is proposal? 1f so.
descrtDe.
' Radioloqv eQuirnent / and film cartridqe processing eQuipnent and standard photographic developers and
. fixers. Isotopes. Nedical Equipment.
(1) OescriDt sDtcial emergenCy servtices Mst a19ht Ot reQuired.
Special enerqency services are not anticipated. '
6
ti
. ' • Srs~,~aL ~3~arc~h'iLi. GRnIK►NiE
{uAC 197-k1-45~} Srctlon 11.16,2300)
I. L'rCiROFC`S^r#id~. ~"F-~;'$ {cot~[Ss~ued) ~ *
~+'alustSpn Fat
~t~'IRp1['~lT;wL Hfl1i"~{ (e~ntlnurd) +~y~acX Uar 17a1}•
~i} Propoard sexrvre■ xu seduet or enn;rol -=.,tao=-cn[r] he*lrh Fusard■, 1! ■n~:
NOt d=711Cc`ible ~
~ t. tiot.r _
( Vhat EJper af uDlas exSst Sa the ■rea vhit++ ...f af[rc[ -yw r pra}ect ([or caample: trd, sfls,
tq,up¢rtnr, opcrFt1vn, asher''
Existing traffic, future Second Avenue Expressway
t
(2) Nhax t3pc2 sut 1svels q! ooirc vov,ld be crs+ted brt 4r aswcl+x-ed rl4.h the pra~eCt 4p a
st,ort-issp es a long-cerm btsir (!or taAka;le; tsafftc, cor,Fttuciloe, operatian. sSbet)' 1rslSsais
vhat naurc e,dlse vauld cr.ru froa [he siLe. ,
S+•or4 TGliLl• LRJilLIQl Y.71Loi.~ duration coLlstl ~ctiVi4 cjCY1eruted
noi.se, traffic noise durinq normal buszness hours
0fl a,m. t0 4; 00 p.m. ~
(3) Propoaed xka,-surr ie reducc ot eanqral naSre iapacts. !f aey:
Landscaping ta attenuate vehicle and truck generated -
traffic vn Sprague and Second Avenues, B. zK-rD ,~N-D sHOR.ELtnE uss
i. v}LL Ii Ch! CtiFf4ti'L 4s! Of !ht •ff! " tdjoCCAI Ex
FC4pliSil~T istiri iig r?ite■ Vacant
A,d j NE Pro
pext-
ies : Nlecli-ca1 C3 inic,remainin<j s=ouncZing .
b. R.p;qRR~-Ue u .~d yor~cPanure+ Ii sa. ae.crihv-
No Y
Prasribr ~y ■cruea~sres ae the sllie.
NOt applicable `
d. Nill any strveture■ be de.tilt■hsd' Ii Ea. rhie6'
-NOt d~~ 1 c. ~.5~e
e. 5~Lat i■ [he Culisnt saalug elamsiflr.atice af tluc si[r'
B-3
~ J. uria[ Ia slse eurrent cmprehrromi.e pLo 4cliRsstdoti of she rt€c"
13-3
S. Ii RPpllcablt, vtLat I* Lhs [urrtns Et+oiel3ne srrtex pragr■r desLfastiQn p[ it,e ■Ste'!
Iw7ot aoT~licabYe -
h. 8a■ aaY pars af th.r aSte 44rsa ilf.*lflcd a-0 an 'euriro~eatall~ ■aa~ttiw' arKa` If fp. -
Ni1 S, Kpgrazisately bw watiy praPXt 1.au1d s*msde ar rork ib inr csp]rtesd projeqtl
Apgroximateiy 70 staff may occupy the facility at one time.
7
~ . .
~
srorJLIM t7Vtsae=xr■s. oXazK&rCr
~f~~lC ~9T-21-4fit]) Se[tian 11.70.2]O{Il} ~
t- "71R4h'7rLAL FILMZFfTS (eantiaucd)
f *
'-xaIuailarY fOr
nlertncy lirr Oaif
4
hPPraalu.Lely hav i.,Fny peaple rdcild t!u roapltc:d project d1aP1jLc t? Not']e
k- }rcpo%sd reaOures to &ro1A or taducr dS@pLeftasat
Not applicable 1. PtPPaOsd tir■■ures ip rnrurt xa praporal to ccmpatihlr vxt,h tskrLlag •nd pra}rctee ]And ,ye~ and
plani, i[ any:
Pro~sed use toern~tted in S-3 aone. -
S. uaL'~LLyG
A. OkApia*S*.ielY how iranJ LmniC■ ++auld b+e praridtd, if LudSGUve vhec4mr hiih-. slddlrP as
lb+•-lncome krauaiag.
6. *pprox3..[sly ltiow s+iny miis. !f aay. rauld be eliaie.#rd7 Ir~diute r1rt1►er kidh-. aiddle-. or
ld+r-Snssrre L`.ousfn~.
C. Frapaaed re.ourer to rsdnec ar 4aeztol lousing iapatss, if ssy:
hlane La. AEME-rics !
Sfha[ 1■ [he C.lisat be#*h[ af lay Propar,&¢ •[iu[iure{s}. coL 1aeluQiat aoteemas* V1sat Lo [hc
pri$tipal exterior 1uil4ine w[trtai(s) Fropaaed!
A
pproxiit1atElV feetr pE?T1did1g deSigIT deVelDpmeI1t.
MdSQnry VP.I 1ee5 .
b. yl,at v,le++r tfi tbe inaed3a[t ritiniCy wouId be ak#efsd or pbrtructeQt ! .
I2'iew F;-qF frqm e~ic;t-i g-Q] i mic vn adjacent site wuld
kae altexed. i. lrepaard ow;sutea to r*du€c ar eonxR'ol as■[hstiC lmpa€ts, tt aa7: `
Buildinq locatiorr on site, proper landscaping, contextural
desicrrt ,
i 3 . LI CH7 A-" CL4RE
a. 'JhaC tirgr oi Li;hC ar RLrs w'!lI [Ese prepasf'1 lprn.duee* J'hai tioe af day rould it maiti17 occur!
None
b. CauSd lf#he or #Lre fs+rm the fl,u!*lFed yrojees Dr & saret7 hatasd oE loterfere with .i:++m? `
.
k'hit eiiit[rrd aft-ai[e *ourzei o[ 1lght or g1ara aay affer[ ya.t ptapo*al'
Headlicrhts frcm future '4ialley Ecpressway and Sprague
~ruev have imTaact. '
d. traportd aemourv■ ia redAce o# coaYSal ligf,[ aod Slare isparta; it ■of:
Proi)er buildinq desiqn a.nd p~rimetex- 3andscaping consistent
with 5pokane County site and parking area standards.~
a
~ < <
• STV[An CJvItmQMAi. ORDINANCT-
_ (VeC 19)-11-960) Sectioa 11.10.230(1) ~
• ~ ~
B. L1n1R0?CQR:AI QL`S.r`rT5 (cooclnued)
Evalusclon For
Agent) Uss Only
1:. P.LC4IA'!0':
Mat dcsignateC •nd Sntocti2 retiutlooal opportunitie• •re Se the lamediate vitlnlty:
Paved staff courtyard. Sta-Fit Fitness Center is located
one quarter mile to the waest.
b. vou16 the proponed projcet disa Lce •n7 e=ietln6 tecreacional uoee! li •o, descrlse.
+~1V
c. Proposcd 104.69ufcl co iedvcc or control L pacts on recra tloa, ineludiaj recru tiotil opportunl-
tie• co De proviGsd bT the proleet or •pp11 u nt. lt •oy: •
' Not Applicable
13. BIS:OAIC nr:n em.ruIIAt rnuexvA:toN
6. Arc tl+ere an7 plscc• or oDject• lioted on or proposed ior national, •tate or local pr#scrva-
cion ceeisccc• kswvn co bc o0 or ncxt to the slte! If so. gencrs117 descrlDe.
No
b. Geoerally descriDe •ny Ladoarlu or e+ldeocs ot Ristozic aTCEaeoloaical. oefeetlfie or eultural
inportaoce lmovn to De on or eext to tAe •lte.
None
c. Proposed aeasure• to reduce or contTOl impscts. if sa7:
Not Applicable
14• :1'.A1ISrOR:ATION
a. Identlty pupllc street• .re eiafi.►.ys ssnina the slte and descripe 9roposed scceu to e!►e
esisting street systcs. SAov--on •Ste p L os. !f an7.
:$prauue Avenue and Best. Second Avenue to becane Valley
Expressway. A,ccess to site frcn Sprague and Best.
U. Is •lte eurzencly Kcved er pweiie traosltT If not. vLat ls the apyro:iaate dlstaace to the
nearest tranalc •toy?
Yes - Spokane Transit Authority
c. Aov saoT parkios spaee• vould cl+a cosplstard yTOjecc EaveT 8ov aaoy vould the pro)rcc elledoAce!
A~roximatelv 140 new iaa.rkinq stalls. None currently on
ezi
~ d. V111 teQuire any oev road• or @tseet•. or 1oVro•eseece co •:isc!nE road• or •treet•
aot locludltg dtivevars! I1 so. <<MTalI] descriDc (lodlute vhetAet pnelic or prlvate). aveN4G' ~o &e-I
Nn
/Mn t'oarn1 er7_6
af si,4ew4 4-
s,
- 4m e /4 ae rK. e vi E. ,
e, Vill che pcojcct uoa (or occur So the lmmrdlate viciolty ot) rcer, rall. or •ir ttsoAporcatioo'
If so, generally deocrlpe.
No
9
I
~ • 4
• • ' SPOT.Al.'E !l=VIRdFi`Q?'.AL O1LDll1A4R
(vAC 197-11-960) Scc[loo 11.10.230(1) . ~ ~
1. v-'qv IP.OH`QN':AL LLL`IF'S (contl-oued) • ~
Cvalwtion For
~ Aaeot7 Use Onlr
qov u nY veAicuiar trfps per day vould I>e Senerated by the caopletrd pro3ect! if tno.m,
indicatt vhen pu k vould occur.
Staff = 71 x 2= 142 vehicle trip/day
Patients = 4,726 : 22 = 215 x 2= 430 Pharmacy = 180 x 2= 360
~ Subtotal = y,iL vehicle trip/aay -W ~
g. Proposed memourse to reduce or control transportatinn lapacts, !f •ny:
Adequate parkinq. Fossible bus stop
15. PUbLI: SERVICES
a. 'Jould the proJect Tesult ln 4sn increased t+ecd tor pvSllc •etvices (for eysple. tire procection,
police protection. Aea1tA care. •cAools. ocf►er)' If •o, rcncrally daacribe.
No .
p. Proposed sesoures [o reducc or control dlrecL lupact• on puplic •er.rlces, 1• •ny:
Occasional utility disruption during construction scheduled
in advance. County officials notified.
16. L:11.I7IES /
a. Circle urllltfe• curzent~~rai L ble at the ~lte: lec[rfclt~ural tu vatcr rcfwe>
1, telep~nr"' saniury ~eve ~ scptic ry~te~, o t.
rvi
Latanunication a
b. DeecrlDe tAc utilitie• thac •rs pzoposeC !or tl+t project. the ot111ty provldlnj the •ecvlce and •
the :eneral constcvStloo ctivities on the •1 e or the laeediste c1n1C7 vhleA a! ht 1e
ecedeQ. ~E?Ct,Y'lCa~, water, na~ura'~ qas, re~'use, sew~e~, carHnunication and data.
Electrical & Water: Sewer; ,
Natural Gas: Ccm/Data:
Ref use : . C. SIWiATIIRL ~
~
1. the anderslgaed, wvw r uad*r the peerlt7 of perjut-y ttat the abo.e respoere• •re sade trvtAlullr anE to the pest of n ka wledse. I•lso
uaderstaad tlut. • hould tAere M an7 villful aiere➢reseetatloo oT vlllfal Lct of (ull disclosure oe ey part. the Ifteoetmar vithdrav anr
deteralnacion o[ ao"1`ailicaae that !t a1tAC 1~oue in rcliaoce upoo tbi• cArctllst.
o.te: Marg:h 17, 1992 ,raP,,.ot ,.,,Michael R. Boyle
. Meue erioc or :7Vc)
hopoeent Add«..: West 1500 4th Avenue
(Sir 'F~xt
~,o
509-838-9100 125 ) Spokane, WA 99201
r«.on co.,let,ng coru: Nlichael R. Boyle o,«_ Mar'Ch 17, 1992
►hone: 509-838-9100 (ext 1251)
rox nA.rr vsc or.1T ~ n
Staft sesDer(*) revleving chet\31st: 92
r
. Sased on thl• see(f revtev of the envlronseotal chectlist •nd otAer pertloent foformatlvo, the •taff:
A. Conclude• tlut tlxre sre eo proEable •lgniticant •dverse iapsct• •c+d recaaeod• • decernloation of ooeulSnificance.
S• Coocludc• tlut proEaple •fgnlficont •dverse environ: nt&l lmpact• do e:l K toc the curitnt proposol •od [ecosn.eoE• • d tisated deter-
•lnation of ooesignltleaoee vitA eoodltioeu.
C. Conclude• elut tlure •re probable •lsnilltaot adverse eovitommental lopact• •n4 reeomseeds • deteruteacloo of s16e+lfleanee.
riLinc ru - t75.oo 10
R
. AW
~
DOCUMENT CLARIFICATION
Group Heaith Northwest
..iOJECT NAME & NO: Veradale Health Care Center, 9235 CLARIFICATION NO: 19 (Nineteen)
T0: Randv Ramev, Ramev Construction DATE: June 3, 1992
Roper Sellars, Ramev Construction
The following are clarifications to the Construction Documents. It is intended that there are
no resulting changes in cost or time. If the contractor believes there are cost or time
consequences resulting from the interpretations made, notification must be received by the
to Architect within 21 (General Conditions of the Contract Article No. 4.3.3) calendar days of
receipt and prior to proceeding with the work. If notification is not received within the time
indicated above, these clarifications will become binding on the Contractor.
► DOCUMENT REFERENCE: BID PACKAGE NO. TWO
Sheet M 1.2, Site Plan - Mechanical
DESCRIPTION: Add: 8" PVC SD per Attachment No. One
r
BY: cc: Larry Peden, Peden Petersen Lee
Danny Blaine, MW Consulting Engineers
Alan Blick, MW Consulting Engineers
Chris Morlan, Tan Boyle Heyamoto Architects
TAN BOY1F HEYAYOTO ARp{ITECTS N. 117 1/2 HOWARD SPOKANF- WASHItiGTON 99201 509-455-8548 FAX 509-747-7743
- _ ►
~ -
-
M~, p f /.t ~~r~ ,J 1
$ ~r"~►.
~
,~,~p ` _ . , ~pr~G ~
, ~ cv
1G~t~
1 . ~
• ~.Q ~1 ~ - _ ► ~
~ 'S
- ~ ,
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~
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*W .
DOCUMENT CLARIFICATION
Group Health Northwest ~
PROJECT NAME & NO: Veradale Health Care Center, 9235 CLARIFICATION NO: 19 (Nineteen)
TO: Randv Ramev. Ramev Construction DATE: June 3, 1992
Roaer Sellars. Ramev Construction
The following are clarifications to the Construction Documents. It is intended that there are
no resulting changes in cost or time. If the contractor believes there are cost or time
consequences resulting from the interpretations made, notification must be received by the
Architect within 21 (General Conditions of the Contract Article No. 4.3.3) calendar days of
receipt and prior to proceeding with the work. If notification is not received within the time
indicated above, these clarifications will become binding on the Contractor.
DOCUMENT REFERENCE: BID PACKAGE NO. TWO
Sheet M 1.2, Site Plan - Mechanical
DESCRIPTION: Add: 8" PVC SD per Attachment No. One
. BY: "
cc: Larry Peden, Peden Petersen Lee Danny Blaine, MW Consulting Engineers
Alan Blick, MW Consulting Engineers Chris Morlan, Tan Boyle Heyamoto Architects
TAN BOYIF HEYAYOTO ARCHITECTS N. 117 1/2 HOWARD SPOKANE, WASHUlGTON 99201 509-455-8648 FAX 509-717-2743
aNI~ ~
'I'TACI~E .
- - -
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DOCUMENT CLARIFICATI4N
Group Health Northwest
PROJECT NAME & NO: Veradale Health Care Center, 9235 CLARIFICATION NO: 19 (Nineteenj
TO: Randv Ramev. Ramev Construction DATE: June 3, 1992
Roaer Sellars. Ramev Construction
The following are clarifications to the Construction Documents. It is intended that there are
no resulting changes in cost or time. If the contractor believes there are cost or time
consequences resulting from the interpretations made, notification must be received by the
Architect within 21 (General Conditions of the Contract Article No. 4.3.3) calendar days of
receipt and prior to proceeding with the work. If notification is not received within the time
indicated above, these clarifications will become binding on the Contractor.
DOCUMENT REFERENCE: BID PACKAGE NO. TWO
Sheet M 1.2, Site Plan - Mechanical
DESCRIPTION: Add: 8" PVC SD per Attachment No. One
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cc: Larry Peden, Peden Petersen Lee .
Danny Blaine, MW Consulting Engineers
Alan Blick, MW Consulting Engineers
Chris Morlan, Tan Boyle Heyamoto Architects
TAN BOYLE HEYAYOTO ARdWTECTS IL 117 1/2 HOWAAD SPOKA!{E„ W/ISHINGTON 99201 509J55-$648 FAX 509-747,7713
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DOCUMENT CLARIFICATION
Group Health Northwest PROJECT NAME & NO: Veradale Health Care Center, 9235 CIARiFICATION NO: 18 fEiahteenj
TO: Randv Ramev, Ramev Construction DATE: June 3, 1992
Roper Sellars, Ramev Construction
,
The following are clarifications to the Construction Documents. It is intended that there are
no resulting changes in cost or time. If the contractor believes there are cost or time
consequences resulting from the interpretations made, notification must be received by the
Architect within 21 (General Conditions of the Contract Article No. 4.3.3) calendar days of
receipt and prior to proceeding with the work. If notification is not received within the time
indicated above, these clarifications will become binding on the Contractor.
DOCUMENT REFERENCE: BID PACKAGE NO. TWO
Sheet M 1.2, Site Plan - Mechanical
DESCRIPTION: Delete: 6" SD at NW corner of Building to Drywell.
Delete: 6" SD at SW corner of Building to Drywell.
Delete: Corresponding clean outs.
- Add: 8" PVC SD, 10" Ductile iron/SD and corresponding clean out
per Attachment No. One.
Note: Minimum depth of SD cover shall be one foot.Ductile iron SD shall run
at.4% slope and daylight into 208 swale per Attachment No. One.
Outfall invert shall be 6° minimum above swale bottom.
See: Attachment No. Two for Headwall detail.
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BY: .
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cc: Larry Peden, Peden Petersen Lee
Danny Blain, MW Consulting Engineers
Alan Blick, MW Consulting Engineers
Chris Morlan, Tan Boyle Heyamoto Architects
TAN BOYLE HE1fAYOTO ARCiiRECTS M. 117 1/2 HOWARD SPOK/WE, WASHINGTON 99201 509-455-8648 FqX 509-747-2713
A.i-rACHMENT NO. ONE
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OFFICE OF THE COUNTY ENGINEER
SPORANE COUNTY, WA3HINGTON
To: Bill Hemminqs
FROM: Gary Nelson
DATE: July 10, 1992
SUBJECT: Veradale Group Health building permit
Attached is the latest submittal for the Group Health building
permit. Could you please add this to the list of permits needing
to be checked? I have reviewed the check print in accordance with
our 7-6-92 meeting with these people, and the following comments
reflect the circled numbers on the check print.
1. Per Bob Turner's note on the check print, this comment was
waived at our 7-6-92 meeting.
2. A new swale was to be added at the end of the trench drain.
This would eliminate the 270 feet of pipe needed to convey this
drainage to another swale. We agreed that the velocity in the
trench drain could be less than 4 ft. /sec. because ~he trench drain
would be an open system, and could be more easily maintained.
3. Use the "two inch rule" for the patio runoff, and therefore
eliminate the need for a drywell in the patio swale.
All other comments are supposedly addressed in this submittal.
Please review any problems with me before you send out any more
comments, in case I have forgotten some other agreement we may have
made.
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S P O K A N 1-= ~ C O U N'I' Y ` ■
DEPARTMEMOF BUILDWGS JAMES L. MANSON, C.B.O., DIRECTOR
July 13, 1992
Michael Boyle
Tan, Boyle, Heyamoto
North 117-1 /2 Howard
Spokane, Washington 99201
RE: Group Health Center located at East 14402 Sprague Avenue
Dear Mr. Boyle:
This letter is a clarification to Fast Track Approval #4, dated July 7, 1992 in regards to the
above referenced project and is to clarify the comments in the Remarks section regarding
future approvals for this project.
This letter is to put you on notice that no other anvrovals for construction will be given beyond
this point until comnlete avvroval has been granted by the Spokane County Engineer's
Department.
This notice must be satisfied prior to future requests for this project.
Should you have any questions, please feel free to contact me at 456-3675 Monday through
Friday between 8:00 a. m. and 4:00 p. m..
Sin rely,
K neth E. J ey
pecial Codes Administrator
KEJ : Clcb
cc: Gary Nelson, Department of Engineering
CODE D40CtCevIIIVf D[VISION
" WEST 1303 BROADWAY • SPOf:ANE, WASH WGTON 99260-0050 •(509) 456-3675
FAX (509) 456-4703 ~
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TRANSMITTAL
TO: PROJECT: ~ GG
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DATE: 0~'
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TELECON SITE VISIT PROJECT MEETING MEMO OTHER
TRANSMITTED HEREWITH ARE THE FOLLOWING: DESCRiPTION:
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AS REQUESTED FOR YOUR RECORD FOR COORDINATION & CLARIFICATION
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FOR ESTIMATING FOR REVIEIN & COMMENT OTNER
DISTRIBUTION: aY QtI
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The above items have been received:
Date of transmittal: '7'" 2 ~ ~ 9o?, By: 0Aj
Spokane County Department of Buildings * West 1303 Broadway Avenue * Spokane, WA 99260 *(509) 456-3675
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LETTER OF TRANSMITTAL
Spokane COu~
ent o~~uilding and Sa#e~
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: o ip -OPIZO 1Ne~ 1 303 Brnadway Avenue
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Ta . ~09 4~6-367~ ~usines~ Phone .
, 1509) 456-4I03 FAX No.
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DAT SO s PAGES#
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DATr3M PAVilS;
COPY OF CQRRESPONDBI~1Ct FROM: A1O. Or
~ DATED: PACES:
F--I OTHiiRi NOt or
Dli 11 EJ1 i ~~GES •
RtA~ON EQR TRANSMI'I`TAL: - ~ ~ ~ YOUR r--j YOUR r--j YOUR REVIEW &
L-j APPROYAL " iISE L-j REQ[1EST ILCOMMENT
F---~ ~ORRECTIONS F--j AFPROVED F-I OTHER:
L-J NEEDED ~ AS NOTED U ,
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SENT BYs
COPY TO:
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PRINT SCHEDULE
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cateaorv Date paCkAae Paae
Structural Steel columns 6-12-92 #l. 5-5.1
- #3 A-2•1
#3 S-2.1.
Crawl ~pace Framing 6-13-92 #X 5-5.1
+ addendum
Mechanical & Electric Grounci
Work 6--14-92 #3 E-4
M-2.3.
E-2.1
Fountain Insulation & ,
Backfill Areas 6-15-92 #1 A-2
Floor Framing 6-15-92 #3 5-2.2 .
S 5 . 2
5-5.3
Exterior Wall Frame 6--22-92 #3 A-2.1
A-2.8
A-2.9
A 5 . 4
Roof firame 6-22-92 #3 5-2.3
A 2 . 1
s--5.5
Rooting 6--23-92 #3 A-8.1
Electric Complete 6-26-92 #3
Mechanical Complete 6-26-92 #3
Complete Approval of
C!Bid Package # 2 6-15- 92 #3
;
~ ' . JUN ~ 21992 ,
S P O K A N E Ui
DEPA1tTMENT OF BUILDINCS
JAMES L. MANSON, CO., DIRECTOR '
Fast Track Approval # 3
To: Michael Boyle Date: June 11, 1992
Tan, Boyle Heyamoto Perrnit 92-1653
North 117-1 /2 Howard Job Name: Group Health Center
Spokane, Washington 99201 Job Location: East 14402 Sprague
Gentlemen: -
Pursuant to your fast track permit, please consider this as approval to proceed with setting steel
columns, crawl space framing, floor framing, foundation insulation and back fili areas, mechanical
and electric groundwork.
Drawing numbers identified as: A-2, A-2.11 S-2.1, S-2.21 5-5.1, S-5.21 S-5.32 M-2.12 E-2.17
E-4, and related details.
"Construction is not to proceed beyond this approval. "
Special Approval/Inspections required for: approved fabricator of steel columns is required.
Approved agency performing work: Professional Services Industries.
Remarks: N i grading is approved as of this time!
Please c for~a~pro atelinspections.
~ Signed:
`r.
cc: R" y Const ion, Contractor Professional Services Industries, Sgecial
Group Health orthwest, Owner Inspection
Reed Ockey, Insgector File
Bob Turner
CODE QVMRCkT04I' DIVISION
WEST 1303 BROADWAY • SPOKANE, WASH(NGTOiV 99260-0050 •(509) 456-3675
FAX (509) 4564703
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PREAPPLICATION ~ PRECONSTRUCTION ~ DATE:
TIME:
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DOCUMENTS CIRCULATED
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REC'D ~ DESCRIPTION BUILDINGS IPLA►NNING (ENGINEERSI I-iEALTH I SCAPCA rto. OTHER
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Spokane County Department of Buildings " Wca 1303 Broadway Avenue Spolane, WA 99260 (509) 456-3675
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D4CUMENT CLARIFICATION
~ Graup Health Northwest
...OJECT NAME & NO: Veradale Heaith Care Center* 9235 CLARIFICATION NO: 18 fEiqhteenj
TO: Randv Ramev, Ramev Construction DATE: June 3, 1992
Roaer Sellars. Ramev Construction
The-fol(owing are clarifications to the Construction Documents. It is intended that there are
no resulting changes in cost or time. If the contractor believes there are cost or time
consequences resulting from the interpretations made, notification must be received by the
Architect within 21 (General Conditions of the Contract Article No. 4.3.3) calendar days of
receipt and prior to proceeding with the work. If notification is not received within the time
indicated above, these clarifications will become binding on the Contractor.
DOCUMENT REFERENCE: BID PACKAGE NO. TWO
Sheet M 1.2, Site Plan - Mechanical
DESCRlPTION: Delete: 6° SD at NW corner of Building to Drywell.
Delete: 6° SD at SW corner of Building to Drywell.
Delete: Corresponding clean outs.
Add: 8" PVC SD, 10" Ductile iron/SD and carresponding clean out
per Attachment No. 4ne.
Note: Minimum depth of SD cover shall be one foot. Ductile iron SD shall run
at.4% slope and daylight into 208 swale per Attachment No. One.
Outfall invert shall be 6" minimum above swale bottom.
See: Attachment No. Two for Headwall detail.
BY: A .
/
cc: Larry Peden, Peden Petersen Lee
Danny Blain, MW Cansutting Engineers R E C E t V E D
Alan Blick, MW Consulting Engineers
Chris Morlan, Tan Boyle Heyamoto Architects JUN 16 1992
6UILDING & SAFM
N~ AC Z`l'CJ'° ONE
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DOCUMEIVT CLARIFICATION
Group Health Northwest
tOJECT NAME & NO: Veradale Health Care Center, 9235 CLARIFICATION NO: 19 lNineteenl
TO: Randv Ramev, Ramev Construction DATE: June 3, 1992
Ro4er Sellars, Ramev Construction
The following are clarifications to the Construction Documents. It is intended that there are
no resulting changes in cost or time. If the contractor believes there are cost or time
consequences resulting from the interpretations made, notification must be received by the
Architect within 21 (General Conditions of the Contract Article No. 4.3.3) calendar days of
receipt and prior to proceeding with the work. If notification is not received within the time
indicated above, these clarifications will become binding on the Contractor.
DOCUMENT REFERENCE: BID PACKAGE NO. TWO
Sheet M 1.2, Site Plan - Mechanical
DESCRIPTION: Add: 8" PVC SD per Attachment No. One
. 1
BY:
~
cc: Larry Peden, Peden Petersen Lee
Danny Blaine, MW Consulting Engineers R E C E I V E D
Alan Blick, MW Consulting Engineers
Chris Morlan, Tan Boyle Heyamoto Architects J UN 16 1992
BUILDING & SqFM
TAN BOYLE HEYAYOTO ARCHfTECTS N. 117 1/2 HOWAAD SPOKANE~ WASHINGTON 99201 509-455-8648 FAX 5 -7R-2743
~NT NO.
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,.,OJECT NAhIIE & NO: 1feradale Health Care Center. 9235 CLARIFICATION NO: .18 [Eiphteenj
TO: Randv Rameu. Rarnev Construction DATE: June 3, 1992
Roaer Sellars. Rarnev Constructian
The following are clarificatiorrs #o the Construction Docurnents. I# is intended that there are
no resulting changes in cost or time. [f the contractor beiierres there are cost vr time
consequences resulting frorn the interpretations made, notification must be received by the
Architect within (General Condi#ions o# the Con#ract Article No. 4.3.3) calendar days of
receipt and prior #o proceeding with the work. no#ification is not received within the fime
indica#ed above, these clarif"scations wilE become binding on the CDntractor.
DOCUMENT REFERENCE: BfD PACKAGE fVO. TWO
Sheet M1.2, Site Plan - Mechanical
DESGRIPTIC7N; Delete: G" S❑ a# hdW corner of Building to Dryweff.
Delete: 6" 5D a# SW corner of Building to Drywell,
Delete: Corresponciing clean outs.
- Add: P11C SD, iD" auCtile iron/SD and corresponding clean vut
per Attachmen't No. One.
Note: Minimum depth of SD correr shall be ane faot. auctile iron SD shall run
at,4% slape and da}rlight intv 208 swale per Attachment Nv. One.
Outfall invert shall be 6 minimum above swale bottvm.
See: AftaChmen# No. Two for Headvvall detail.
BY:
cc: Larry Peden, Peden Petersen Lee
Danny Bfain, N4V1f Consulting Engineers
Alan Blick, M1J11 Consulting Engineers .
Chris MDrlan, Tan Boy1e Heyamoto Archi'tects
TAM BQ'If1..E HEY14Y(]TO ARCHC6ECTS M. 1171 f2 FtQYIfARD Si'OICN[Fry 114fASN111C'aTOH 99201 509-455.O[i4B FA}C,riO9-T4T-2T43
- ATTACHMENT NO. ONE
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DOCUMENT CLARIFICATION
Group Health Northwest
PROJECT NAME & NO: Veradale Health Care Center, 9235 CLARIFICATION NO: 18 (EiQhteenj
TO: Randv Ramev. Ramev Construction DATE: June 3, 1992
Roper Sellars. Ramev Construction
The following are clarifications to the Construction Documents. It is intended that there are
no resulting changes in cost or time. If the contractor believes there are cost or time
consequences resulting from the interpretations made, notification must be received by the Architect within 21 (General Conditions of the Contract Article No. 4.3.3) calendar -days of
receipt and prior to proceeding with the work. If notification is not received within the time
indicated above, these clarifications will become binding on the Contractor.
DOCUMENT REFERENCE: BID PACKAGE NO. TWO
Sheet M 1.2, Site Plan - Mechanical
DESCRIPTION: Delete: 6" SD at NW corner of Building to Drywell.
Delete: 6" SD at SW corner of Building to Drywell.
Delete: Corresponding clean outs.
Add: 8" PVC SD, 10° Ductile iron/SD and corresponding clean out
per Attachment No. One.
Note: Minimum depth of SD cover shall be one foot. Ductile iron SD shall run
at .4% slope and daylight into 208 swale per Attachment No. One.
Outfall invert shall be 6° minimum above swale bottom.
See: Attachment No. Two for Headwall detail.
BY:
/ -
cc: Larry Peden, Peden Petersen Lee
Danny Blain, MW Consulting Engineers
Alan Blick, MW Consulting Engineers
Chris Morlan, Tan Boyle Heyamoto Architects
TAl1 BOYLF HEYAYOTO ARCHI'TECTS N. 117 1/2 HOWARO SPOK/WF_ WqSHIMGTON 99201 509-455-8648 FAX 509-747-2743
~ACHMENT NO. ONE
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TITLE NOTICE
FILEQ BY:
Spokane Caunty P3anning Department
hJorth 721 Jefferson Streel
Spakane, WA 99260
(509) 456-2205
SPOKANE CUUNTY HAS TAKEN THE FOLLO1lVING LAND USE R~GULATIOIV ACTION 1MPOSING
A VARIETI OF SPECCAL DEVELOPMENT +CONDITION~ ON . FZLE ND.
IS AllAILABLE FOR INSPECTION 1N THE SPOMC,ANE CQUfVTY PLANNING DEPARTMENT
REGARD1NG THE BELQW-DESCRIBED PROPERTY:
Assessor's Parcef GVa.:
Legal Description:
NOTICE CS GIVEN TO ALL PARTIES WITH INTEREST IN THE ABOVE PROPERTY:
Planning Department F'ile Nv.;, . Review this file for additional regulations
other tnan those stated helow.
Atithority:
At least feet of future a,cquisition area for mad right-~f-way and
utilities, in addition to the existin,g rightTof-way, along .
NO1E: The additional dedication as requirei by the County ~ngineer sha11 be
included within this -foot acquisition area. 2. At least feet af future acquisition area for road right-of-way and
utilides, in addition to the existing (and requested?) right-of way, a1ong
3. Building and ather setbacks required by the Spokane County Zoning Code sha11 be
measured from the future acquisition area reserve.d for road right-of-way and
utilities.
4. Np required landscaping, parking, '208' areas, drainfield or allowed signs shall be
within the future acquisition aX'ea for rpad right-of-way and utilities. If any of the
above rmprovements are made within this area, they shall be relocated at the
applicant's expense when roadway xmprovements are made.
~
w 5. The future acquisition area, until acquired by Spokane County, sha11 be private
property and may be used as allowed in the zone except any improvements (such as
landscaping, parking, surface drainage, drainfields, signs or others) shall be
considered "interim" uses.
6. The property owner shall be responsible for relocaring such "interim"
improvements at the time Spokane County makes roadway improvements after
acquiring said future acquisiaon area.
THE TERMS OF THIS NOTICE SHALL RUN WITH THE LAND AND APPLY TO
THE APPLICANT, OWNERS, HEIRS, ASSIGNS AND SUCCESSORS IN
INTEREST.
RELEASE OF THIS TITLE NOTICE CAN ONLY BE ACCOMPLISHED BY THE
AUTHORITY OF THE S POKANE COUNTY PLANIVING DEPARTMENT OR
SUCCESSOR BY RECORDING OF A"TTTLE NOTICE EXTINGLJISHMENT" BASED
UPON A FINDING THAT RELEASE SHOULD OCCUR.
BY SPOKANE COUNTY PLANNING DEPARTMENT:
Name: Title:
Signature: . Date:
7/1/91 Title Notice PAGE 2
~ ARCHITECTURE
41%4v SPACE PLANNING
TAN • BOYLE • HEYAMOTO ARCHITECTS, P.c INTERIOR DESIGN
RON TAN AIA ASID
MICHAEL R BOYLE AIA
March 31, 1992 OOUGLAS G HEYAMOTO AIA
Mr. Robert Turner
Division of Engineering and Roads
Spokane County
N 811 Jefferson Street
Spokane, WA 99260
PROJECT: Veradale Health Care Center, Group Health Northwest
PROJEC'I' NO: 9007.7a
SUBJECT: Pre-application Conference 1Vleeting Minutes
East 14402 Sprague Avenue
Department of Engineering & Roads
Discussion/Requirements
Item IIA.3
Bob:
As reviewed during our 1Vlonday, NYarch 30, 1992, 4:30 p.m. telephone conversation - the streets
surrounding the Veradale Health Care Center site have concrete curbs and asphalt paving instal.led.
'I'he a-equired scope of work will include Spokane County curb cuts, new perimeter concrete
sidewalks, and 208 drai.nage plans. Please review the enclosed grading and paving plan. I will be
forwarding the 208 Drainage Plan, "Bowstring Calculations" for your review in the unmediate future.
If you have any questions please call.
Sincerely,
.
Michael R. Boyle, AIA
enc: Site Grading Plan, dated March 30, 1992
cc: Tom Postlewait, Department of Buildings & Safety
ae/a033192
N 117 '/z HOWARD ST.
SPOKANE, WASHINGTON
99201
509-455-8648
509-747-2743 (FAX)
,
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S P O K A N E o • C O U N T Y
- DEPARTMENTOF BUILDINGS JAMFS L. MANSON, C.B.O., DIRECTOR
TO: Tom Postlewait, Department of Buildings
Francine Shaw, Planning Department
Bob Turner, Division of Engineering & Roads
Daryl Way, Health District
Clyde Wisenor, Fire District No. 1
FROM: Carol Lradbum, Secretary ~
Department of Buildings
DATE: February 21, 1992
RE: Amendment to February 12, 1992 Pre-Application Conference Minutes
East 14402 Sprague Avenue - Group Health Northwest
With regards to the above referenced minutes, Francine Shaw, Planning Department, request-
ed the following changes be made:
1. Planning Department (456-2205)
A. Discussion/Requirements
8. The Short Plat requires a 25 foot setback from easement facinR Obfig
Sprague Avenue.
Please add these comments to the above referenced minutes.
Should you have any questions or need additional information, please feel free to contact me.
ckb
cc: Mike Boyle
Donna Kolstead
Chris Morlan
Dennis Scott, Public Works Director
Kelle Vigeland, Air Pollution Control Authority
CODE IIvMRCEvfl1I' DIVISION
W FST 1303 BROADWAY • SPOKANE, WASHINGTON 99260-0050 •(509) 456-3675
FAX (509) 4564703
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TYPE OF CONFERENCE
✓ Pre-APPlication Pre-Consiruction Other: DATE:
.
TIME. A"
DOCUMENTS CiRCULATED
DATED REVISED
APPLICATION ~
SITE PLANI.,""
DRAINAGE PLAN ~
LANDSCAPE PLAN Lee' ~
Other:
Other: ~
ADDiT10NAL 1NFORMATION
CiRCULATED TO CIRCULATED BY: DATE:
„ SCAPCA-h1. Caine Utilities
Engineering 11-11 Fire District # ~
Health Districtr/ Lioerty Lake Sewer Questions? Contact Jeff Forry or:
Planning ~ Other:
Spokane County
D{VISlON OF BUILDINGS
West 1303 6roadway Spokane, WA 99260
(509) 456-3675 (office) or (509) 456-4703 (fax)
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PROPOSED USE HeA TH CA~E C,E/J TEf~.
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TYPE OF CONFERENCE
PREAPPLICATION ~ PRECONSTRUCTION. ~ DATE:
TIME:
OTHER: J S Ep PL A'~-LS
DOCUMENTS CIRCULATED
TO : FUZE n rsr
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REC'D ( DESCRIPTION BUILDINGS IPLA►NNING #NGINEERS I-ALTH I SCAPCA xo. OTHER
Site Plan (new)(rev.)
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Spokane County Department of Buildings * West 03 Broadway Avenue * SpoE:.ane, WA 99260 *(509) 456-3675
Circular Channel Analysis & Design
Solved with Manning's Equatiori
Open Channel - Uniform flow
Worksheet Name: gh
Comment: gh roof drain #1
Solve For Actual Depth
Given Input Data:
Diameter.......... 0.83 ft
Slope 0.0040 ft/ft
Manning's n....... 0.012
Discharge......... 1.31 cfs
Computed Results:
Depth 0.60 ft
Velocity.......... 3.10 fps
Flow Area......... 0.42 sf
Critical Depth.... 0.51 ft
Critical Slope.... 0.0063 ft/ft •
Percent Full...... 72.32 %
Full Capacity..... 1.50 cfs
QMAX @.94D........ 1.61 cfs
Froude Number..... 0.73 (flow is Subcritical)
Open Channel Flow Module, Version 3.21 (c) 1990
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
Rectangular Channel Analysis & Design
Open Channel - Uniform flow
Worksheet Name: gh
Comment: trench drain #2 •
Solve For Depth
Given Input Data:
Bottom Width..... 1.00 ft
Manning's n...... 0.014
Channel Slope.... 0.0050 ft/ft
Discharge........ 1.03 cfs
Computed Results:
Depth............ 0.38 ft
Velocity......... 2.70 fps
Flow Area........ 0.38 sf
Flow Top Width... 1.00 ft
Wetted Perimeter. 1.76 ft
Critical Depth... 0.32 ft
Critical Slope... 0.0081 ft/ft
Froude Number.... 0.77 (flow is Subcritical)
Open Channel Flow Module, Version 3.21 (c) 1990
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
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P I PE CULVERT ANAI.YS I S
PRESSURE FLOW ANALYSIS
Gu 1 ver t D iamet er C f eet a .83
Manning 's Roughness Coef f icient (n-value) 4.413
Entrance Lass Caef f ic ient af Cul vert Opening 0.5
Cul vert Length ( feet ) 79
.
Channel F1 ow. Vel c,c i t y Downst r eam f eet. per sec and ) 3
RESULTS
F"1 aw Rat e Head Lass Vel ac i t y F'r oude Vel ar i t y
(cf s) (f t) t f p s) Number taead (f t)
1.00 0.19 1.85 . 0.358 0.05
1.20 0.28 2.22 0.429 0.08
1.40 0. 38 2.59 0.501 0.10
1.60 0.50 2.96 0.572 0.14
1.80 0.63 3.33 0.644 0.17
2.00 0.79 3.70 0.715 0.21
2.20 0.96 4.07 0.787 0.26
2.40 1.15 4.44 0.858 0.31
2.50 1.26 4.62 0.894 0.33
2.60 1.37 4.81 0.930 0.36
2.70 1.48 4.99 0.965 0.39
2.80 1.60 5.18 1.001 0.42
Ent er F 1 aw Rat e, ar Pr ess t h e Esc Key t o En d
PIPE CULVERT ANALYSIS
DETERMI NATI ON OF CONTF?OL AND NEADWATER ELEVAT I ON
Flow Rate Ccubir feet per second> 2.8
Gu 1 ver t D i amet er (f eet ) .83
Ta i 1 wat er E1 evat ion above Cu 1 ver t F 1ow-L i ne (f eet) .83
Manning 's Roughness G4ef f ic ient (n-val.ue) 0.013
Ent r ance Loss roe f f ici ent of Cu1 ver t Open i ng 0.5
Or i fic e F 1 aw Cc,e f f i c i ent a f Cu 1 ver t Openf ng - 0.62
Culvert Length (feet) 74
Cul ver t S1 ape (f eet. per f ocat ) .0064
Channel Flow Veloc ity Downstream < feet per seconda S
RESULTS
OUTI..ET CONTROL HEt4DWATER ABOVE CUL.VERT fi LOW--LINE (FEET) 1.80
I n 1 et Gon t r al Neadwat er ab ove Cu I ver t F 1 aw-L i ne (f eet } 1.50
Head Losb Through Culvert (feet) 1.44
F1 aw Velac i t y i n Cc.tl ver t t f eet per sec ond > 5.18
Fr oude Number i n Cu 1 ver t 1.001
Vel oc i t y Head i n Cul ver t( f eet ) 0.42
SPECI AL. I NFQRMA'T I ON FOR OUTLET CONTROL CAAiD I'T IOP18 s
Head at Cul ver t Out 1 et t f eet > 0.83
Cr i t i r a 1 Dep t h of F 1 ow i n Cu lver t C f eet > 0.73
Press Return tc, repeat this aperat aan, . or Esc to return to Main Menu
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SPACE PLANNING
`TA ti• BOY LE • H EYA iN1UT0 ARCHITECTS. P.C. iHSEarOF DESIGN
RON TAN AlA ASaO
MICHAE l R BOYLE AIA
DOUGLpS G MEYAMOTO AIA
April 9, 1992
Mr. Bob Turner zss~ 9 o Nnr
Division of Eng & Roads
North 811 Jefferson Street r Spokane WA 99260
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PROJECT:Veradale Health Care Center
14402 East Sprague
PROJECT NO: 9007.7a
RE: Drainage Plan
Bob,
The Pre-Application Meeting Minutes dated February 21, 1992 Page Four (4), Item B required the
following submittals to the Division of Engineering and Roads.
1. Submit a Drainage Plan for review and approval.
Response: Please review the enclosed "208 Drainage Plan" dated April 9, 1992. Also please
review the enclosed "208" Drainage Calculations dated April 3, 1992 prepared by Thomas,
Dean & Hoskins Inc.
2. Submit road and drainage plans prepared by an engineer for road improvements.
Response: As per our previous telephone conversation, Sprague, Best, and Second Avenue
roads have been previously curbed and paved. Therefore the enclosed "208" Drainage Plan
indicates the new continuous concrete side walks, Site Deve]opment and grading. If you
require additional information please call. No work is planned for the surrounding streets
and curbs other than curb cuts for new approach drives.
3. Submit a copy of the Ageement to Pay Fees signed by the Owner.
Response: This document was previously submitted March 25, 1992 to Tom Postlewait,
Spokane County Building Department and a copy was forwarded to your attention.
N 117 't? HOWARD ST
SPOKG'.E VdASHINGTON
99201
' 509• a 55-66a 8
504-7t7 2743 l,FAX`.
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Drainage Plan
Veradale Health Care Center, 9007.7a
April 9, 1992
Page 2
4. Approach permits will be obtained by the GeneraI Contractor.
If you have any questions please call.
S' cerely,
.
. 'chael R. Boyle, AIA
cc: Tom Postlewait, Dept. of Building, Spokane County '
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ARCHITECTURE
SPACE PLANNING
TAN • BOYLE • HEYAMOTO ARCHITECTS, P.C. INTERIOR OESIGN
~Laa+a:J..4- L'^.iG3LL-s2:Sa.•J~ w .
~ RON TAN AIA ASID
t MtCHAEL R BOYLE AIA
~ JUN 2 6 1992 '
June 26, ~992 C DOUGLAS G. HEYAMOTO AIA
CTLq4TY EiiGtnEEit ~
-
Mr. Bob Turner
Division of Engineering & Roads
N 811 Jefferson St.
Spokane, WA 99260
PROJECT: Group Health Northwest
Veradale Health Care Center
PROJECT NO: 9235
RE: "208" Drainage Plan Revisions
Dear Bob,
Please take note of the following revisions to "208" Drainage Plan and "208" Drainage calculations
dated June 12, 1992.
"20 " I~ai. an
Item # 1, ACCESS OA.D
C~ MENT: Describe and define this access road. Where does the drainage from
e road go?
RESPONSE: The exist paved road is 20 ft. wide. It is located in the easement area
centered on the north half of the east property line. This road was installed by
Rockwood Clinic and we have no knowledge when is was installed. See the enclosed
Spokane County Sheet Plat for additional information. Per "208" Drainage Plan the
ting contours indicate that exist paved road drains off the Veradale Health Care
Site.
C14em NORTHEAST PATIO
COMMENT: Define this area. Where does it drain? How does it make it to the
"208" area?
RESPONSE: Refer to revised "20$" Drainage Plan for location and size of "208"
swale required for concrete patio.
Item #3, ORTH DRIVEWAY ACCESS
COMM:ENT: Drainage must be kept on property.
RESPONSE: Refer to revised "208" Drainage Plan for trench drain, underground
piping, and drainage to south swale.
N. 117'f2 HOWARD ST.
SPOKANE, WASHINGTON
99201
509-455-8648
509-747-2743 (FAX)
y
:
Nfr. Bob Turner
Group Health Northwest, Veradale HCC, 9235
June 23, 1992
Page 2
Item #4, T NCH DRAIN AT SOUTH DRIVEWAY
COMMENT: If this whole south lot drains to this strip cirain, then into the swale
provide calculations to show it is adequately sized.
RESPONSE: Contour lines on "208" Drainage Plan indicate that entire south lot
does not drain into trench drain. Attached Site Layout Plan (Bid Package Four-A)
indicates curb cut locations. See also enclosed trench drain calculations.
Ttem #5, S TH AND NORTH PARKING LOTS
COMMENT: How does drainage enter swale curb cuts? Curb cut calculations?
RESPONSE: See enclosed Site Layout Plan for curb cut locations. See a.lso
enclosed curb cut calculations.
It , T'YPYCAL "208" SWALE CROSS SECTION
COMMENT: Show drywell and sidewalk.
RESPONSE: See revised "208" Drainage Plan.
,<!1Ftemj#7, IEWALK PL,ANS
COMMENT: Show sidewalk plans for Best Road and Second Avenue.
RESPONSE: See enclosed Site Layout Plan.
Item #8 COMMENT: Show proposed Cul-De-Sac locations.
RESPONSE: Please review approved Cul-De-Sac drawings that were submitted to
Spokane County Building Department on April 17, 1992 for Early Start Permit.
te COMMENT: Show typical sidewalk, headwall, trench drain details.
SPONSE: See enclosed Site Layout Plan.
Yte COMMENT: Drywells must be label, locate Bench Mark.
.47SPONSE: See revised "208" Drainage Plan.
It 1 COMMENT: Submit landscape Plan.
RESPONSE: See enclosed Planting Plan. (Bid Package No. 4A.)
Item #12 COMMENT: Submit typical Drywell Detail.
\ RESPONSE: See detail 10/A1.2 (Site Layout Plan).
\
DCla ' ication 18 (Revised Storm Drain locations.)
Item # 13 COMMENT: Define COTG, show detail.
RESPONSE: COTG stands for Clean Out To Grade. See enclosed detai.l from Bid
Package No. Two.
.h
r Mr. Bob Turner
Group Health Northwest, Veradale HCC, 9235
June 23, 1992
Page 3
tem # 14 COMMENT: Show Detail at transition from 8" diameter PVC to 10" diameter
ductile iron.
RESPONSE: See enclosed detzil.
Item # 15 COMMENT: How did you arrive at this value? The pipe transitions from 8" PVC
to 10" diameter.
RESPONSE: See Revised "208" Drainage Calculations.
Sincerely, „
Cf
~
Matt Walker
cc: Ken Jeffries, Spokane County Dept. of Bldgs.
Jim H.ill, Group Health Northwest
Randy Stamper, Stamper Stocker Sherman & Smith
Randy Ramey, Ramey Construction
Jim Melstrom, 3ames F. Melstrom Assoc.
Mike Boyle, Tan Boyle Heyamoto Architects
Chris Morlan, Tan Boyle Heyamoto Architects
ae/ghnw/rev208
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✓
I VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST ADDENDUM NO. ONE
Tan Bovle Hevamoto Architects Page 1
July 7, 1992
This Addendum forms a part of the Contract Documents and modifies the original Bidding
Documents dated July 2, 1992 as noted below. Acknowledge receipt of this Addendum in the space
provided on the Bid Form. Failure to do so may subject the Bidder to disqualification.
ARCHITECTURAL
Changes to SQecifications
Section 05500 - Metal Fabricatins, Page 2
1. ADD: To line 2"maximum depth of trench grate to be 1-1/2 inches. Field verify trench
grate lengths."
Chanees to Drawings
Sheet A1.1
2. REVISE: Patio Swale and eliminate drywell per Attachment A-1.
3. REVISE: Grading at south driveway, add typical curb cut per Attachment A-2.
Sheet A 1.2
4. DELETE: 4" Diameter Class 35 PVC pipe and corresponding headwall from west side of
property.
5. ADD: Swa1e and concrete trench outlet near north driveway per Attachment A-3.
END OF ADDENDUM NO. ONE
I .A
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TAv BoYLE FIEYAMoTO "CNIT[CTE1 ~ GROUP HEALTH NORTHWEST~ ~D►TE ~ SHEET NO. ~
N.,,7 ,,z HO'WARD STREET VERA.DALE HEALTH CARE CENTER 1'l -
SPOKANE. WASHINGTON 99201 BID PACKAGE N0 .4A: JC"'I~ VVd PROJECt Iq.
(509) 455-a648
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N. ,/z HOWARD STREET VERADALE HEALTH CARE CENTER I"l °Z
SPOKANE. WASH I NGTON 99201
(509) 455-8648 BID PACKAGE NO.~ : SI'fi'~ NldRk PROJECT N0.
(509) 747-2743 ( FAX ) ADDENDLJM NO 9007 . 7
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N. 117 ,,z HOWIIRD STREET VERADALE HEALTH CARE CENTER 1'1'92
SPOKANE. WASH 1 NGTON 99201 B ID PACKAGE NO ~jY• ~~A ~~JF~ PROJECT N0.
(509) 455-8648 A~3
(509) 747-2743 ( FAX ) ADDENDUM' NQ. Cf~ E~ 9007 . 7
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S P O K A N E U N -r Y
. DEPARTMENTOF BUILDINGS JAMES L. MANSON, C.B.O., DIRECTOR
r Re~ ' v-gln .
June 11, 1992
' JU1V 12 1992 :
Michael Boyle
Tan, Boyle, Heyamoto North 177 1/2 Howard V,
Spokane, Washington 99201
Dear Mr. Boyle:
I appreciate the concerns you outlined in your correspondence to
Tom Postlewait dated June 2, 1992. We are always open to comments
regarding the permit process and it is through those comments and
concerns that we are able to review and refine the process to
facilitate construction projects such as yours.
Although we cannot make guarantees regarding the review time for
any specific proposal we make every attempt to respond within a .
timely manner and are particularly sensitive to those customers
participating in our 'fast track' program. The fast track process
is intended to expedite our plan review and does not address the
review requirements of other departments. Communication between
all parties is critical to this process due to the magnitude and
level of completeness of plans and documents submitted for review
of each phase. To maintain continuity of submittals we have
required that all plans/documents be submitted to our department
for dispersal to reviewing agencies. It has been our experience
that when the applicant has taken it upon themselves to distribute
documents outside this process delays are encountered primarily
because information critical to all agencies is only submitted to
one and documents approved by one agency may or may not be the same
as the documents documents held by our department.
It is not our intent to preclude the open communication between an
applicant and the reviewing agencies, but only insure that all
parties are reviewing the same plans/documents and the "approved"
plans accompanying the issued permit are consistent with those
reviewed by these agencies.
CODE FNMRCkTIETT DIVI510N
WFST 1303 BROADWAY • SPOf:ANE, WASHINGTON 99260-0050 •(509) 956-3675
FAX (509) 456-4703
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In reviewing your specific project it was noted that on 5/6/92
grading plans (Bid Pack 2) were circulated to the Land Development
section of the County Engineers office who acknowledged their
receipt on 5/7/92. Further review indicates that drainage
calculations were not included as part of that submittal. The
drainage calculations were received on 6/4/92 and subsequently
circulated to Land Development. Our information indicates all
documents were transmitted accordingly.
Hopefully, this clarification will aid you in your review of the
situation.
Should vou have any r~uestionc, nlease fee? free to contact :r.e at
456-3675.
Sincerely,
Jeffrey E. Forry
Senior Building Technician
JEF : fmh
cc: Jim Hill, Group Health Northwest
Randy Ramey; Ramey Construction Company
Gary Nelson, Division of Engineering & Roads
John McBride, Spokane County Commissioner
Randy Stamper, Stamper Sherman Stocker and Smith
Bill Payne, Group Health Northwest
Tom Davis, Department of Buildings
Mark Holman, Department of Buildings
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ARCHITECTURE
SP CE PIANNING
TAN • BOYLE • HEYAMOTO ARCHII'ECTS, p. I ERIOR DESIGN
s 99~
$
June 2, 1992 RQN TAN AIA ASID
MICHAEL R BOYIE AIA
Tom Postlewait
Spokane County Building and Safety Department DOUGLAS G HEYAMOTO AIA
W. 1303 Broadway
Spokane, WA 99206-0050
PROJECT: Veradale Healthcare Center, E. 14400 Sprague Avenue
PROJECT NO: 9235
SUBJECT: Bid Package #2 / Site Util.ity Drawings / Document Distribution
Dear Tom:
On Monday June 1, 1992 it was brought to my attention by the Spokane County Engineering
Department that the Bid Package #2 Site Utility Drawings had not been recieved for their review.
A review of our transniittals indicate that two sets of the Bid Package Site Utility Drawings were
delivered to the Department of Building and Safety on May 5, 1992 for review and distribution.
Can you please explain why distribution has not occurred to this date? 1'he delay in reviewing this
drawing is impacting our General Contractor and Site Utility Subcontractor.
When we were issued the "Fast Track Building Permit", you specifically stated that the Drawings
were to come to your attention for distribution. I have now directed my staff to personally deliver
Contract Documents to the various departments, as we can no longer afford to rely on the
Department of Building and Safety to responsibly distribute Contract Documents to the various
Counry Governmental Agencies in a timely manner. I am reviewing this situation with GrouF
Health Northwest and their legal counsel. Upon your recommendation Group Health Northwest
has paid a"Fast Track" permit fee for Plan/Document review. I hope future bid packages will
recieve your department's immediate attention.
If you have any questions regarding this please call.
S'ncerely,
1
ichael R. Boyle, AIA
enc: Transmittal dated May 5, 1992 to Tom Postlewait (1 pg.)
cc: Jim Hill, Group Health Northwest
Randy Ramey, Ramey Construction Company
Gary~ Nelson, Department of Engineering ~ John McBride, Spokane County Commissioner _
Randy Stamper, Stamper Sherman Stocker and Smith
Bill Payne, Group Health Northwest
Tom Davis, Building and Safety Department
Mark Holman, Building and Safety Department N. 117'/2 HOWARp ST
SPOKncvE. WASHiNGTON
99201
kb\ e060292 509-455-8646
569-747-2743 (FAX)
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TRANSMITTAL
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TO: pol-4) .
10kn cA.-rO'P R OJ ECT: 6_P. ulr~etQ
PROJECT NO: r')oo~ 7
DATE: S - S -~Z-
TELECON SITE VISIT PROJECT MEETING MEMO OTHER ~C
TRANSMITTED HEREWITH ARE THE FOLLOWING:
DESCRIPTION: '
.
cz)-p;d
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REMARKS: '
ACTION: '
AS REQUESTED FOR YOUR RECORD X FOR COORDINATION & CLARIFICATION
.
FOR ESTIMATING FOR REVIEW & COMMENT OTHER
DISTRIBUTION: '
BY
TAX .o,~ k- 117 ,n HOWAPM SPO«AJW_ wASHBOG,n« 509-0%-SW FAX 509.747-2743
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S P CJ K A N ~ C O U N T Y
UEI'A}tTA4ENT OF f3U1LDtNG AND SAFE7'Y A D(VISION OF THF PUt3I.lC W0l2KS DEPARTMENT
J AStES L. Mntvsotv. DIRFCTOR UENNIS M. SCOTT. DIRECTOf.
Fast Track Approval # -f
To : "&Wfl-o Date : ~~I1~IE Z
Permit # : 2- lv ~3
Lt? Job Name :
4 Job Location :
Gentlemen:
Pursuant to your fast track permit, please consider this as approval to proceed with the: ~.~•MIi~Es ~ 4ifeLL)
t5►I p M44e. Aisi
Drawing numbers identif ied as :jw ~Z~!►K~{ ~S A ml
t
seConstruction is aot to proceed beyond this.approval.11
Special Approval/Inspections re ired for: ~►6
f,P ~ ~''[Z,~+~I~.s
Approved agency perf orming work : t enq~~LcjffrS
1MUuS~~ .
Remarks: .
~46
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Please call for appropriate inspections.
Signed:
cc :j% O , Co tractor Inspector
er , File
sboQa
T"WAPMNW
WEST 1303 9ROADWAY - SPOKANE,WASHINGTON 99260-0050 • (509) 456-3675
FAX (509) 456-4703
a . •AST TRACK APPLlCAT1aJy ~
i ADDRESS : O 2 SP&&Ut~ A Vrtp~IU~ PROJECT # :
Fast Track Permits as provided for in Section 303(a) of the Uniform 6uilding Cade and Title 3 of Spokane Cocrnty Code
allows for construction of a project to conmence concurrent with and/or•prior to a comQlete plan revi' . eu •by the .
, building official. . . . , . . ' . " . • , s • .
. Wbi1e this system is intended to expedite constnxtion plan revieti+ requirernents, it is in no Way interxieci to irtply
expeditious revieu end approvai of a project by other departmenis inv+olved in the pennit process. f,inal approval of
. - ~ . .
. a proposed project by all applicable departments must•be.obtained p~ior to-the-issuance of a Fast Track permit. If .
' applicable, State Envirornientat Policy Act rzc}uirements must also be met. . Atl Fasi 7reck projects must have full supervision t3y the architect or ereineer af record for the project and
' docunentation certifyiRq such shall be supptied to the department prior to the release of any building pemit.
After sutmittiRg and receivirig initial approvai from the buildirtq official and approval of the proposal fram other
" applicable ciepartments, a phasing schedule shall be estabtished such that. future phases of cautruciion and
assaciated plan.s are coordinated arxi approved through the plan eheck section of the department. No work is to be
accomplished beyond that'specified on the approved plans prior to obtaining appxovai fran the buitdirtg official and
: in any case, all work au,st meet minimm code requirecnents pripr to iss.uance ef a Certificate of Occupancy. As such,
revisior►s may be necessary in either the as-built project or proposed plans for Lhe project shoutd code pe-oblems •
surface during ptan review. 'Spokane County assumes no liability for any such revisiocts.Any agencies or
~ laboratories performing special inspections on the project shalt be icSentified prior' to permit issuance.. Upon
~ cortpletion of cautruction, the architect or engineer of recard shatl notify the building official in writiN ihat
i s any constniction auLhori2ed
by the buitdirtq permit canforcrs to the codes adopted by Title 3 and plans approved by
: the buiidiRq official prior to the issuance of a Certificate of Occupancy. .
~S~ Revieti+ and approval of the project and payrreit of all required fees is necessary prior to the release of a permi t.
T~• .
Comtruction concurrent wiLh and/or prior to the completion of the plan review, will be authorized sLaject to:
(1) AFproval of site plan, (4) Approval of atl necessary grarndrork; and
(2) Approvalof basic buildirg plan and concEpt, (S) Payment of all feesprior to the issuance (3) Approval of structural system, of the building permii. .
t certify that t have read and understand the abave and by my' sisnature state for the record that'the refe'renced
project will be uxler my futl supervision as arch i tect/engineer of recot-d.
" • . ~~/t
Architect/Engineer of Re rd Date /
i Phone
- - - -
. ' FINAL CERTIFICATION
I hereby certi fy that the construction authori zed urrder the referenced permit confornts wi th the apQroved plaru and
a[l pertinent codes and ordinarrces acfopted by Spokane Canty. ~
Architect/Engineer of Record Date
Phone
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FAST 'I`_.: CK APPLICATION CCNTAC-:i' RECO'e'
AND CONSTRUCTION PHASF API'2OVAL.S
. . ' ,
DATE OF PliASE (tnS,i n E.c 1z
DATE PHAS E COIrIIMENT A PPROVAL
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OFFICE OF THE COUNTY ENGINEER
SPORANE COUNTY, WASHINGTON
TO: Tom Davis -
FROM: Robert Turner
DATE: July 6, 1992
SIIBJECT: Release of Bid Packs for the Group Health Project.
Dear Tom, •
The Spokane County Engineers Department releases bid Pack #2 and #3 but
hold the release of Bid Pack #4.
Thank You
l-
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obert urner
41tt 4
TRANSM ITTAL
TO: Bob Turner PROJECT: Veradale Health Care Center
Division of Engineering & Roads PROJECT NO: 9235
N. 811 Jefferson Street DATE: June 26, 1992
Spokane, WA 99260
TELECON SITE VISIT PROJECT MEETING MEMO OTHER X
TRANSMITTED HEREWITH ARE THE FOLLOWING:
DESCRIPTION:
Original Submittals - 208 plan & calcs., Document Clarifications 18 & 19
Resubmittals - Revised 208 plan & revised 208 calcs.
Additional Info - Bid Package 4A
Curb cut & trench drain calculations
Short plat
COTG & storm drain connection details
Excerpt from run off treatment guidelines Addendum
TDH's marked up prints (exhibits A B, C, E) ~01Vli~l~u7~
~
REMARKS
Revisions to South driveway area (contours, spot elevations and added curb cut) as delineated
on Revised "208" drainage plan will be handled by Addendum for Bid Package 4A.
Plans indicate North swale to have drywell~per my conversation with Cliff Morrey this morning
we will enlarge swale and eliminate drywell. This will be addressed by Addendum for Bid
Package 4A.
ACTION:
AS REQUESTED FOR YOUR RECORD FOR COORDINATION & CLARIFICATION
FOR ESTIMATING FOR REVIEW & COMMENT X OTHER
DISTRIBUTION:
E I V E D
J Uir 4
; i
WtLIJING & SAf:ETY
BY
l Matt Walker
TAN BOYLE HEYAUOTO ARCHITECTS N. 1171/2 HOWARD SPOKANE, WASHINGTON 99201 50945643648 FAX 509-747-2743
%
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THOMAS, DEAN & HOSKINS INC.
~ ENG NEER NG CONSU-TANTS
West 316 Boone Avenue, Suite 757 • Spokane, Washington 99201 •(509) 325-8499 • FAX (509) 325-8497
~ JUN D 51992 .i .rune 5, 1992
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Robert B. Turner -
Plans Review Engineer
Spokane County Public Works
N. 811 Jefferson St.
Spokane, WA 99260-0180
RE: Veradale Group Health "208" Drainage Calculations
Dear Robert:
At the request of Tan Boyle Heyamoto Architects we have enclosed a copy of the "208"
Drainage Calculations for Veradale Group Health. Please let me know if you have any questions.
Sincerely,
THOMAS, DEAN & HOSKINS, 1NC.
Clift W. Morey, E.
Project Manager
Enclosure
CWM/va
cc: S92-12 (2)
OFFICES IN GREAT FALLS, BOZEMAN, KALISPELL AND SPOKANE
J• sw~r
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nAMEY
CONSTRUCTION CO.T INC.
June 5, 1992
Tom Pasteiwait
Ken Jef fries
Spokane coun-ty Bui lding Degartmerst
W. 1303 Broadway .
Sgokane, Washington 99206
Tom and Ken,
Please find the attached list of pra3ect categaries and dates by
which they need to be ap,proved. If you can keep on this time
frame r it wi ll keep us from having to shut down this project. Any
categori.es that you can apgrave earlier would also be ag~~~cl'-ated.
Bid Package #4 wi ll be farthcorning on approximatel y June 12 r 1992.
If yau have any questions, do not hesitate to ca11,
SinCerEly,
Ivan D. Miller
Project Nianager
ks
copy: Matt Wa7ker; Tan, Boyle, Heyamoto, Architects
Mike Boylef Tan, Bvyle, Heyamoto, Rrchitects
Bob Turner r Spokane Caunty Engineers
Gary NeZsonr Spokane County Engineers
GENERAL CDNTRACTDFCS ESTABLISIqED F91,33 P.O. BOX 2846 SPD".NE. VVASHINGTaN 99220 (509) RA-Mi•YCG-133a5
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PRINT SCHEDULE
Bid
Cateqorv Date Packaqe Paqe
Structural Steel Columns 6-12-92 #1 S-5.1
#3 A-2.1
' #3 S-2.1
Crawl Space Framing 6-13-92 #1 S-5.1
+ addendum
Mechanical & Electric Ground
Work 6-14-92 #3 E-4
M-2.1
E-2.1
Fountain Insulation &
Backfill Areas 6-15-92 #1 A-2
Floor Framing 6-15-92 #3 S-2o2
S-5.2
S-5.3
Exterior Wall Frame 6-22-92 #3 A-2.1
A-2.8
A-2.9
A-5.4
Roof Frame 6-22-92 #3 S-2.3
A-2.1
S-5.5
Roofing 6-23-92 #3 A-8.1
Electric Complete 6-26-92 #3
Mechanical Complete 6-26-92 #3
Complete Approval of
Bid Package #2 6-15-92 #3
IRAMEY .~..v~_ :~~r.. . . .
CONSTRUCTrMN CO., INC. ~ ~ . F ~ SPOKANE, WA g9220 ~ , e P.O. BOX 2B46
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g,ob Turner o:,v:IsM ENG114EM ~
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MW Consuiting Engineers Letter of Transmittal
Greaf Uarthwest 6uilding, Suite 200 M W p r o j e t~
Ivorth 222 Ydall Street, Spokane, UVA 99201-0877
Telephone: 509.838.9020 FAX: 509.838.1123
Date:
To: {~~y ~ R @ t Fib '
These itzms ore being sent vao: O US Mail O City Parcel
+ O Pony Expres9
FAX Tronsrr:ission Tme FAXed: ❑ Sus Delivery
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Signed:
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James W. Moare, PE rPy AAPOOP
Robert H. 1~e€t, PE 0 Of IY KA
Pau4sen Center, Suite 460
vvest 421 Ri►rers& Avenue, Spokane, WA 99201 Tefephane: 509.838 , 902Q
.
NOTICE OF TRANSMITTAL
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.
~
ale oF rransmitt4. 5-Lo -`I
Spo'[canc County Department of Buildings West 13 3Broadway Avenue * Spakane, WA 99260 "(509) 456~3675
~
MW Cflnsulting Engineers
TELECON
DATE: HA"-( 41- I ~ 9!~
.
(6-1~`r c,0'4ph'i
SUBJECT: Ot~l " qZ
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FROM: 1 r ~ p Y 0 ~ t t
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James W. Moore, PE ~ ~j►`~ ~ 04
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Robert H. Welt, PE 14 4*A ~o►.~~' ~ ~ t ~ l ~ ~ ~
Paulsen Center, Suite 460
West 421 Riverside Avenue, Saokane, WA 99201 Tefephone: 509.838 .9020
~ ARCHITECTURE
SPACE PLANNING
TAN • BUYLE • HEYtkMOT0 ARCHITECTS. P.C. WTERIORDESIGN
RON 7AN AIA ASID
MICHAEL R_ BOYLE AIA
March 25, 1992 DOUGIAS G. HEYAMOTO AIA
Mr. Tom Postlewait
Department of Buildings
West 1303 Broadway
Spokane, WA 99260-0050
PROJECT:. Verad31P Hezl±h Care Center
Group Health Northwest
East 14402 Sprague Avenue
Spokane, Washington
PROJECT NO: 9007.7a
SUBJECT: Agreement to Pay Fees
Dear Tom,
1`he February 12, 1992 Pre-application Meeting Minutes item II B-4 required submittal of the
enclosed "Agreement to pay Fees" dated March 23, 1992 and signed by the Owner. Please review
the subject agreement and if you have any questions please call.
;ichae1R.tB'oyte, erely,
AIA
/00
enc.
cc: Bob Turner, Division of Eng. & Roads
ae/b032592
. ~
I
N. 1 i7'/z HOWARD ST. I
SPOKANE. WASHING7pfJ
99201
509•455-8548
509-747-2743 (FAX)
V
`
~ ' ~ • ' •
••"`u~ , _t'~ ~VJ .LIL~,I'~~~~\~.~j t. i ~1 ~`i.L 1..~ ; .L~ 1~.11Y
~ ~ ► PUf3LtC WORKS OEPAR7MEN7
• , i ~ ~ ~ ` ~ V~i ' n~ I
O F F 1 C E O F
COUNTY ENGINEER
RONALO C. HORMAN(1, P.E.
~ 'Y'j ~ii~i:~`-~~~'•~~n ~i~~~,y~?'-~~ COUNTY ENG1NEER
.
• ' : ; • SPOKANE, WASNINGTON 99260-0170
, SIQwA~C COV- GOUpT NOVSC
~ AGREEMEll NT TO PA.Y FEES
; to _
Agreement Number
~
~ This agreement between Spokane County and ,7im Hill, Representinq Group Health
1 whose fnterest in the project is _Dwners Renresentative Northwest
I , is entered into
1 this 23rd day of March , 19 92 . This agreement is
; applicable to the project known as:
Veradale Health Care Center, East 14402 Sprague Avenue
That the individuals and parties named herein as having an
; interest in the above described property or pZOject agree to the
following:
1. Reimburse Spokane County for project review and inspection
fees as specified in Board of County Commissioner's
Resolution 80-1592 attachment C. as amended. The fees will
, be basea on actual salary costs incurred by Spokane County
foz project reviews and / or inspections plus a ten percent
i administrative charge, and wil'1 be billed monthly as
~ accrued. ;,~:V*
4
;
2. The undersigned agrees that these fees are due and payable
; upon receipt of the billing as specified above. The'
monthly billing should be sent to the attention of:
;
Jim Hill, Director of Operations
(-1rnU Nqrthwest
. wPst 1500 0 Urth Aiienue
Snok n L 4JA 99204
(50g) 83R-9J_00
I understand that failure to pay these fees may result in
delay in completion or appzoval of the project or other possible
sanctions.
~
' y ~ C
. , James D. Hill
Public Works 6uilding / North 811 Jefferson Street / Spokane, Washington 99260-0170 (509) 456-3600
~ ATTACIIMCNT C
. ,nrTL•'rtOL•'u
' • JUNL 27, 1989
PI.AT l1DMI N ISTRI,TION *
A. PitELIMINARY L014G PLATS $200 .
D . PEiELIrtIHnRY Sli02T PLATS $100
C. 2-LOT ADrfZNISTRATIVE DIvISxONS t 50
D. DUPLEX DIVZSIONS $ SQ
.
E. PRELIMII111.RY nINDIW,, SITE PLATI t200
F. CHMGE OF CONUITIONSz $ SD
G. MAJOR SEPA REVIEW AND COMMENT Actual Cost +lOX
H. FI2dAL MAP_ AND PLAIZS SUBMIZ'TAI, $100
I. FIPIAL MAP -AND PLAHS REVIEW AZZD ApFROVAL Actua+ Cost -t-107.
J. CONSMUCTIOH INSPECTIOPI : ~ • : . Actual Cost +lOX
:I. ZOIZE ADMIIIISTR.ATION* _ . . . . ` .
. . . , _ _ - . . . . . - .
A. Z0NE RECLA.SSIFICATIOK . . . , - : . . _ . . .
- . . . . . . _ . . $200
B. :CH.AAIGE OF CONDITIONS* . . : _ , . . ~ -50
C ADMMSTRATIVE VAR2ANCE • ~ 30
D . QARIMCE 50
E. CONDITIO2dAL USE 50
F. MAJOR SEPA REVM AND CpMiENT Actual Cost +10.
G. PLAPI REVIEW AND APpROVAI, . Actual Cost -f-lOX
H.. COAISTRUCTION INSPECTIOH . Ac tual Cos t+lOX
III. COMMERCIAL BIIILDIM pERMIZ'S*
A. APPLICATION FtEVIEW $ SO**
B. MAJOR SEPA REVIEW AND COMMENT Actual Cost +lOX
C. PLA2d REVIEW AND APPROVAL 'Actual Cost +lOX
B. CONSZRUCTION INSPECTI0I1 Actual Cost +lOX
zv. ozxEx pExMzTs* -
A. APPLICATION REVIEN ~ 30**
B. MAJOR FIELD INSPECTION Actual Cost +lOX
C. M1lJOR PLyAN REVIEW AND APpROVAL Actual Cost +lOX
D. APPF..ALS
$ 50
E. wORK I2d PUBLIC RIGIiT OF Z•1AY WITHOUT OIITAIAII2dG t1 pEtMIT OR t100 Permit fee
WITNOUT NOTZFICATZON IN CASE OF EMERGENCY plus field
inspection chargc
CONTEtACTOit DOND AND LIADILITY INSUANCE REQUIRED PRIOR TO ISSUMICE OF PERMIT.
* Only if County Encineer's Condition is involved.
Includcs Permit Fce ncLd 1 Field Inspcction if needed.
352c _ y - . .
MAR 3 0 1992
~ LAW OFFICES OF
STAMPER, SHERM.A.N,
S~OC~~R & SMlTH , Po S. Of Counscl:
THOMAS SIDNEY SM1TH
KANDALL L. STAM('FF2•
TERESA A. SHERMAN
CONNI L. STAMPEK SUITE 200 POST PLACE ' Also admillcd tu Idaho ti.ir.
STEVEN R. STOCKER 1h'FST 720 BOONE Alsoadmitted to ht<iwaii and
SCOTT R. SMITH Si'OKANE, WASHINCTON 99201 Colorado Bars.
Also admitttd to Arizuna Bar.
TELEFAX (509) 326-4891
THOMAS M. CULBERTSON" TELEPHONE (509) 326-4800
MILDRED L. CHILDERS"'
March 27, 1992
Mr. Mike Boyle
Tan Boyle Heyamoto Architects
N. 117 1/2 Howard
Spokane, Washington 99201
Mr. Terry Goebel
P.O. Box 3086
Spokane, Washington 99220
Dear Mike & Terry:
Enclosed is a copy of the Amendment to the Easement
Declaration, along with a copy of the Declaration itself.
Essentially the Amendment provides that during the term of the
agreement, each party may use its portion of the easement for
landscape and parking purposes, neither party may use the other
party's half of the easement, and each party is responsible for
maintaining only its half of the easement.
Terry had told me that Tract B is owned by BHT partnership, so
BHT is a party to this Amendment, despite the fact that the
Declaration of Easement was signed by Terry personally.
Mike, I would suggest that you run a copy of this by the
Planning Department for its approval.
A signature copy of the Agreement is enclosed with Mike's copy
of this letter. Assuming everybody is in agreement, circulate
that copy for signature and return it to me for recording.
Note that the signatures must be notarized.
If either of you have any questions, please give me a call.
Very truly yours,
z, ~
THOMAS M. CULBERTSON
TMC/S1o:0787N
Enclosures
East 12019 Sprague Avenue, Spokane, Washington 99206 (509) 928-1100
101 Yesler Wa}', Suite 305, Seattle, Washington 98104 (206) 624-7468 • 200 Harbor Center, P.O. Box 1852, Coeur d'Alene, Idaho 83814 (509) 326-4800
. f
AMENDMENT TO DECLARATION OF EASEMENT
AND ROAD FAINTENANCE
THIS INSTRUMENT is entered into this day of ,
1992, by and between GROUP HEALTH NORTHWEST, a Washington
nonprofit corporation (hereinafter referred to a"GROUP
HEALTH") and BHT Partnership, a Washington general partnership
(hereinafter referred to as "BHT" and is made with reference
to the following facts and circumstances:
A. Prior to August, 1987, Terry J. Goebel (hereinaf ter
referred to as "GOEBEL") was the owner of what is now known as
Tracts A, B, C and D of Short Plat No. 87-503, according to
Plat recorded in Volume V of Short Plats, page 61, in Spokane
County, Washington (hereinafter referred to as the "PROPERTY").
B. On or about August 17, 1987, in connection with The expected sale of Tracts A, C and D of the PROPERTY to Adams
Group, a Washington general partnership (hereinafter referred
to as "Adams 5"), ADAMS 5 and BHT entered into a certain
Declaration of Easement and Road Maintenance, filed as Document
8708180319, Volume 919, page 1586, Spokane County Auditor
(hereinafter referred to as the "DECLARATION"), the subject of
which is the creation and maintenance of a mutual access and
utilities easement running north and south along the common
boundary of Tracts A and C, on the one hand, and Tract B, on
the other hand, as shown on said Short Plat (hereinafter
referred to as the "EASEMENT").
C. GROUP HEALTH has acquired Tracts A, C and D, and BHT
has acquired Tract B, and Group Health and BHT have thus
succeeded to the interests of ADAMS 5 and GOEBEL respectively
under the DECLARATION.
, f
D. GROUP HEALTH wishes to use the portion of the EASEMENT
which encumbers Tracts A and C for landscaping and parking and
has no need to use the portion of the EASEMENT encumbering Tract B, and GROUP HEALTH and BHT have agreed to amend the
DECLARATION on the terms and conditions set forth below.
E. Rockwood Clinic, P.S. has leased Tract B from BHT and is willing to consent to this Agreement.
NOW, THEREFORE, for and in consideration of the mutual
covenants contained herein, the parties agree as follows:
1. During the term of this Agreement: .
a. GROUP HEALTH shall be entitled to use those
portions of the EASEMENT encumbering Tracts A and C for
landscaping and parking purposes and BHT shall be entitled
to use that portion of the EASEMENT encumbering Tract B for
the same purposes.
b. GROUP HEALTH shall not be entitled to use that
portion of the EASEMENT encumbering Tract B, and BHT shall
not be entitled to use that portion of the EASEMENT
encumbering Tracts A and C.
c. GROUP HEALTH shall be solely responsible for the
maintenance of that portion of the EASEMENT encumbering
Tracts A and C. and BHT shall be solely responsible for the
maintenance of that portion of the EASEMENT encumbering
Tract B.
d. All other obligations and responsibilities of the
parties pursuant to the DECLARATION shall be suspended.
-2-
2. The term of this Agreement shall continue indefinitely
until terminated by GROUP HEALTH, upon ninety (90) days' prior
written notice to BHT, at which time all terms and conditions
of the DECLARATION shall be reinstated, effective and binding
upon the parties hereto.
3. Rockwood Clinic, P.S., as lessee of Tact B, hereby
consents to the foregoing Agreement.
4. The parties agree that this instrument shall be
recorded.
WHEREFORE, the parties hereto have egecuted this Agreement
effective the first set forth above.
GROUP HEALTH NORTHWEST
DATED: gy;
Its:
ROCKWOOD CLINIC, P.S.
DATED: gy;
Its•
BHT PARTNERSHIP
DATED: gy;
Its: Partner
-3-
STATE OF WASHINGTON)
)ss.
County of Spokane ) • I certify that I know or have satisfactory evidence
that signed this
instrument, on oath, stated that he/she was authorized to
execute this instrument and acknowledged it as
the of GROUP HEALTH NORTHWEST, to
be the free and voluntary act of such party for the uses and
purposes mentioned in the instrument.
DATED this day of , 1992.
NOTARY PUBLIC in and for the State
of Washington, residing at Spokane
My appointment expires
STATE OF WASHINGTON)
)ss.
County of Spokane )
I certify that I know or have satisfactory evidence
that signed this instrument,
on oath, stated that he/she was authorized to execute this
instrument and acknowledged it as
the of ROCKWOOD CLINIC,
P.S., to be the free and voluntary act of such party for the
uses and purposes mentioned in the instrument.
DATED this day of , 1992.
NOTARY PUBLIC in and for the State
of Washington, residinq at Spokane
My appointment expires
-4-
.
r•
STATE OF WASHINGTON}
)ss.
County of Spokane )
I certify that I know or have satisfactory evidence
that , signed this
instrument, on oath, stated that he/she was authori2ed to
execute this instrument and acknowledged it as the Partner of
BHT Partnership, to be the free and voluntary act of such party
for the uses and purposes mentioned in the instrument.
DATED t.his day of March, 1992.
NOTARY PUBLIC in and for the State
of Washington, residing at Spokane
My appointment expires
TMC/smw/s1o10784N -5-
L~~ • { \ • 1 : 4 t' .i . • .w'•,~f ~d~~ . . . _ . • r _ lT. 1 .0 . a.a~.~ _ .~b_i j : ~ ~ a.~.~..~~.~~.~:s.~wr+r~i..lF~ri..~ .:~r SY.d`.
1
. OFFICE OF COUNTY ENGIPE4R~SPOKAtf COU14TY, WARIINGTON
-10\ ly 87
• TU ; PLANtJ1 NG DEPARTMENT
FROM; COUNTY ENGINEER'S DEPARTMENT•
SUBJECT; ROAD CONDITIONS' FOR PLAT• NAt•1E 4~Ano2~ 14UMBER 1~ 7 -
COtdDI T I ONS C 1 HCLED APPLY TO NLAT UNDER COCJS I DERAT ION
. . ,
N;t hat conditionel' approvel of ths
p I a t b y t h e C o u n t y E n g I n e e r I s g( v e n, strbj-eo-+--#-o
C-a-ti'a ~ ~-stem-es h e
.
' E 2-thet plans, proftles, and cross sect(ons as de~igneG to County standards showing
proposed street centerl ine and curb gr,ades '•be' submltted to the County Englneer tor
approval prlor to construction and/or'fhe f'Iling of a flnai plat; roed plans to be
prepareC unGer the dlrectlon of a I(censod Professlonal C(vi! Eng{n-oar.
E 3 t h a t dralnage plans and des(gn calculations shoaing the allgnment of drainage
~ U fact litles be subm(tted to the County Englneer f o r approval prlor to construction
and/or the flling of the final plat. Oralnage plans to be prepared under the
direction of a Ilcensed Professlonal Civll Engtneer.
E 4-that the reguletions of the Natlonal Flood Insurance Program be observed slnce the
proposeG piat is affected by a Flood Hazard 2one. A Aevelopment permlt shall be
obtained from the County Englneer befora constructlon or development begins with(n
any area ot speclal fiood hazarG (feference Spokane County Ordinance 81-0776).
E 5-constructlon wtthin the proposed public streets anG easements shall be performed
under the direct supervtslon of a 1lcensed engineer/surveyor, Mho shall furnish the
County Engineer wtth "As Butlt'l pfans and a r.nrtiticato in wr(ting that all lmprove-
ments were Installed to the Iines and grades snoMn on the approved constructlon plans
and that all Cisturbed monuments have been repiaced;
E b-no constructton aork is to be performed within the existing or proposeG Publlc Rlght
of Way unt] 1 a permit has been issued by the County Englneer. All work is sub,Ject to
inspectlon and approvai by the County Eng(neer;
E 7-all construction within the exlsting- or proposed Publlc Right of Way is to be com-
pleted prlor to tlling the final plat or a bond In the amount estlmatad by the County
Engineer to cover the cost of construction of improvements, constructton certiflca-
tion, "As Built" pians, and monumanting the street centerlines shall be f(led wlth
the County Engineer;
E S-no dfrect access from lots to I12 Right of Ways unti I such roads are constructed to
County Standerds and estabiished as County Roads;
E 9-no Girect access from lots to Stub Road connectlons until such roads are constructeC
to County Standards and establ(shed as County Roads;
E10-road deslgn, constructton, and dralnage control for I/2 Right ot Ways and Stub Ro~ad
connecttons are the responsibtllty of the Oeveloper;
E11-that appropriate provislon.be made that the following descrlbed property be held in
trust unti) the continuation of the streets be dedicated or deeded: A I ft. str(p at
the ends or edge's of- al I stree•ts that terminate or border the plat boundary. (Tem-
porary cul de sacs are requlred when streets t'erminate at the plat boundarles.)
E12 the applicant should be advised that Indtvidual CrIveway access permits are reQulreG
prlor to issuance of a buliding permit for dr{veway approaches to the County road
system.
E13-dedicatlon of aGdltional Right of Way a{ong
.addltional Rtght of Way along
add(tlonal Rlght of Way along
K - -
a statement s.h-a I I be p I aced 1 n~p-13't ded t cat i on ttiat no d i rect access be a I I owed _ from
lots to ~eco,od\Avev~ ' ~ ~ e tAd arzY bc oe~r~T ; o a~\ Secon Ae,na~ ot~►\wcau kpe 'T'r4v~spoK'T&JtoaJ Corvr do
E15-that e--statement be plsced in tho p{ai''-OeCicatlon provldfng for future slope ease-
ments as requlred by Spokane County along .
E16-exlsting County r o a d s provlding dlrect access to t h e plat shall De p a v e d anG/or
curbed to Spokane County standards.. ,
EI7-thet all public roads withln the plat be designe4 and constructed to Spokane County
standards.
I S tha't s i dewa 1 ks are i-equ i red a long the ar ter f a I( s) one 4j/~. ~kC C.GS S SF_Ad • 4Le+~U -Te TI't e- P lAI'~ ~ ~over
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TYPE OF CONFERENCE
Pre-Appiication Pre-Construction Other: DATE:
TI M E:
DOCUMENTS CIRCULATED
DATED REVISED
APPLICATION ~
SITE PLAN
DRAINAGE PLAN
LANDSCAPE PLAN
Other:
Other: ~
ADDITIONAL INFORMATION
CIRCULATED TO CIRCULATED BY: DATE:
SCAPCA-M. Caine Utilities ~
G~ __tj 7Engineering Fire District
` Health District ~ Liberty Lake Sewer Questions? Contact Jeff Forry or:
Planning Other:
Spokane County
DIVISION OF BUILOINGS
West 1303 Broadway Spokane, WA 99260
(509) 456-3675 (office) or (509) 456-4703 (fax)
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DISTRIBUTED TO: FW nrsr
REC'D ~ DESCRII'TION BUILDINGS IPLANNING I ENGINEERS (HEALTH I SCAPCA xo. OTHER
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The above items have been received:
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Date of transmittal: 14.- ) p. qa By: P-cKr 1C)-f
Spokane County Department of Buildings * West 1303 B adway Avenue * Spokane, WA 99260 *(509) 456-3675
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THOMAS, DEAN & HOSKINS INC.
iElltl ENG NEER NG CONSU--ANTS
West 1636 tst Avenue • Spokane, Washington 99204 9 (509) 624•0240 • FAX (509) 747-8345
April 3, 1992
Michael R. Boyle, A.I.A.
Tan-Boyle-Heyamoto, Architects, P.C.
N. 117'h Howard Street
Spokane, WA 99201
RE: Group Health Northwest-Veradale Health Care Ceoter
"208" Drainage Calculations
Dear Mike:
Attached as requested are the "208" calculations for the referenced project. We have also
included a marked up copy of the grading plan which should be incorporated into the submittal
to the County.
Please note that roughly 200 square feet needs to be added to the south "208" swale as it is
shown on the grading plan.
We again appreciate the opportunity to be of service. Please call if you have any questions.
Sincerely, THOMAS, DEAN & HOSKINS, INC.
APR
8U 6~~~~~~ Z'°' ~.._rra
Clift W. Morey, P. . ~~~a-
Project Manager
Attachments
CWM/rk
cc: 592-12(2)
OFFICES IN GREAT FALLS, BOZEMAN, KALISPELL AND SPOKANE
. ,
GROUP HEALTH NORTHWEST
VERA.DALE HEALTH CARE CENTER
"208" DRAINAGE CALCULATIONS
April 3, 1992
For Tan -Boyle -Heyamoto, Arciaitects
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SsIorvAL EXPIRES 6/25/
THOMAS, DEAN & HOSKINS, INC.
ENGIN-EERING CONSULTANTS
WEST 316 BOONE AVENUE, SUITE 757
SPOKAN-E, WA 99201-2346
(509) 325-8499 - FAX (509) 325-8497
Project No. S92-12
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ARCHITECTURE
~SPACE PLANhING
T.AN • BOY LE • H EYA MOTO ARCHITECTS. P c WTERIpR DESIGN
RON TAtv AIA ASID
MICHAEL R BOYIE AIA
DOUGLAS G KEYAMOTO AIA
April 9, 1992
Mr. Bob Turner
Division of Eng & Roads
North 811 Jefferson Street
Spokane WA 99260 ~ rE r, , ~ v 0
~'~PR
PROJECT:Veradale Health Care Center
14402 East Sprague
PROTECT NO: 9007.7a
RE: Drainage Plan
Bob,
The Pre-Application Meeting Minutes dated February 21, 1992 Page Four (4), Item B requued the
following submittals to the Division of Engineering and Roads.
1. Submit a Drainage Plan for review and approval.
Response: Please review the enclosed "208 Drainage Plan" dated Apri19, 1992. Also please
review the enclosed "208" Drainage Calculations dated April 3, 1992 prepared by Thomas,
Dean & Hoskins Inc.
2. Submit road and drainage plans prepared by an engineer for road improvements.
Response: As per our previous telephone conversation, Sprague, Best, and Second Avenue
roads have been previously curbed and paved. Therefore the enclosed "208" Drainage Plan
indicates the new continuous concrete side walks, Site Development and grading. If you
require additional information please call. No work is planned for the surrounding streets
and curbs other than curb cuts for new approach drives.
3. Submit a copy of the Agreement to Pay Fees signed by the Owner.
Response: This document was previously submitted March 25, 1992 to Tom Postlewait,
Spokane County Building Department and a copy was forwarded to your attention.
N 117 `/a HOWARD ST.
SPOKANE. NJASHING70N
°92U1
509-455•8646
509-747•2743 (FAX)
_ i
DTainage PIaII
Veradale Health Care Center, 9007.7a
April 9, 1992
Page 2
4. A.pproach permits wilI be obtained by #he General Contractor.
If yau have ~ny questinns please cafl.
S' cerely,
t
`chae1 R. Bv~le, AIA
cc: Tom Postlewait, Dept. of Bui1d,ing, 5pokane County
ae/b04O992 _
NOTICE OF TRANSMITr---"AL ~
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REC'D ~ DESCRIPTION BUII,DINGS IPLA►NNLNG ~ENGINEERS ~HEALTH ~ SCAPCA xo. OTHER
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Date of transmittal: 41-4 By• ~ Y ' - -
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Spokane County Department of Buildings * West 13 roadway Avenue * Spokane, WA 99260 *(509) 456-3675
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ARCHITECTURE
SPACE PLANNING
TAN • BOYLE • HEYAMOTO ARCHITECTS, P C. INTERIOR DESIGN
RON TAN AIA ASID
MICHAEL R. BOYIE AIA
DOUGLAS G. HEYAMOTO AIA
April 9, 1992
Mr. Bob Turner
Division of Eng & Roads
North 811 Jefferson Street
Spokane WA 99260
PROJECT: Veradale Health Care Center
14402 East Sprague
PROJECZ' NO: 9007.7a ?
RE: Drainage Plan r ~u.Ue
- - - _ ----j~
Bob,
The Pre-Application Meeting Minutes dated February 21, 1992 Page Four (4), Item B required the
following submittals to the Division of Engineering and Roads.
1. Submit a Drainage Plan for review and approval.
Response: Please review the enclosed "208 Drainage Plan" dated Apri19, 1992. Also please
review the enclosed "208n Drainage Calculations dated Apri13, 1992 prepared by Thomas,
Dean & Hoskins Inc.
2. Submit road and drainage plans prepared by an engineer for road improvements.
Response: As per our previous telephone conversation, Sprague, Best, and Second Avenue
roads have been previously curbed and paved. Therefore the enclosed "208" Drainage Plan
indicates the new continuous concrete side walks, Site Development and grading. If you
require additional information please call. No work is planned for the surrounding streets
and curbs other than curb cuts for new approach drives.
3. Submit a copy of the Agreement to Pay Fees signed by the Owner.
Response: This document was previously submitted March 25, 1992 to Tom Postlewait,
Spokane County Building Department and a copy was forwarded to your attention.
N. 117 '!z HOWARD S7.
SPOKANE, WASHINGTON
99201
509-455-8648
509-747-2743 (FAX)
~
rDrainage Plan
Veradale Health Care Center, 9007.7a
April 9, 1992
Page 2
4. Approach permits will be obtained by the General Contractor.
If you have any questions please call.
S' cerely,
~
'chael R. Boyle, AIA
cc: Tom Postlewait, Dept. of Building, Spokane County
ae/b040992
` THOMAS, DEAN & HOSKINS INC.
iEE;J ENG NEER NG CONSULTANTS
wesl 1636 1sI Avenue • Spokane. Washinglon 99204 •(509) 624•0240 • FAX (509) 747-8345
April 3, 1992
Michael R. Boyle, A.I.A.
Tan- Boyle- Heyamoto, Architects, P.C.
N. 1171/z Howard Street
Spokanc, WA 99201
RE: Group Health Northwest-Veradale Health Care Center
"208" Drainage Calculations
Dear Mike:
Attached as requested are the "208" calculations for the referenced project. We have also
included a marked up copy of the grading plan which should be incorporated into the submittal
to the County.
Please note that roughly 200 square feet needs to be added to the south "208" swale as it is
shown on the grading plan.
We again appreciate the opportunity to be of service. Please call if you have any questions.
Sinccrcly,
THOMAS, DEAN & HOSKINS, INC.
Clift W. Morcy, P. .
Project Managcr
Attachments
CWM/rk
cc: S92-12(2)
OFFICES IN GREAT FALLS, BOZEMAN, KALISPELL AND SPOKANE
GROUP HEALTH NORTHWEST
VERADALE HEALTH CARE CENTER
"208" DRAINAGE CALCUIIATIONS
April 3, 1992
For Tan -Boyle -Heyamoto, Architects
w. M°
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Q 14884 ~
~~51 9FGISTE.'
S/ONA`
EXPIRES 6/25/ ~;L- ~
THOMAS, DEAN & HOSKINS, INC.
ENGINEERING CONSULTANTS
WEST 316 BOONE AVENUE, SUITE 757
SPOK:ANE, WA 99201-2346
(509) 325-8499 - FAX (509) 325-8497
Project No. S92-12
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TIME:
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The above items have been received:
Date of transmittal: gy;
Spokane County Departmcnt of Buildings * West 1303 Broadway Avenue * Spokane, WA 99260 *(S09) 456-3675
' ~ - . . ;
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AUG 0 6 1992
"~-CG`i,'Nf i' ~
S P O K A NE , C O U N~`~.'", ~o~~~~d+~~ER
J .
DEPARTMEM OF BUILDINGS JAMES L. MANSON, C.B.O., DIRECTOR
Fast Track Approval # 5
To: Michael Boyle Date: Augus , ~71-
Tan, Boyle, Heyamoto Perj9". 92-1653
North 117-1/2 Howard Jo arne: Group Health Center
Spokane, Washington 99201 Jo Location: E. 14402 Sprague
~ -
.
Gentlemen:
Pursuant to your fast track permit, please consider this as approval to proceed with the: Site work (grading, drainage, irrigation, and planting).
Drawing numbers identified as: Bid Pack Four-A Sheets T-1.1, A-1.1, A-1.2, L-1.1, & L-1.2
with addendum's.
"Construction is not ta proceod beyond this approval."
Special Approval required for: Storm drainage areas prior to sodding of 208 swales.
Approved agency performing work: Department of Buildings. Contact either Ken Jeffrey or Tom
Davis for appointment.
Remarks: Note: Verification of swale sizes/area, depth, drywell height/sizes must be approved
prior to sodding of swales. Swales must meet all Spokane County Engineer's requirements. All
landscaping must be complete prior to final approval/occupancy. It is this department's
underncal,11for ' hat all required signage wiil be compleieu under Bid Pacn S.
Pleasriat insp ections.
~
Sign f ~
.
cc: Ramey Construction, Contractor Reed Ockey, Inspector
Group Health, Owner Gary Nelson, County Engineers
File
CbDE IIvFnRCIItifIIqI' DIVISION
WEST 1303 BROADWAY • SPOKAh'E, WASHINGTON 99260-0050 9 (509) 456-3675
FAX (509) 456-4703
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TAN BOYLE HEYAMoTO ,,MC,,,T«TS~ ~ GROUP HEALTH NORTHWE ST °"TE ~ t SHEET NO. ~
N. 117 1/2 HO'WARD STREET ~ VERADALE HEALTH CARE CENTER ~''I ~
SPOKANE. WASH 1 NGTON 99201 B ID PACKAGE NO.~' PROJECT N0. A~ 2
(509) 453-8648 • ~'J,~E 1(~olzK
(509) 747-2743 ( FAX ) ADDENDLJM NO.ON r, 9007 . 7
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GROUP HEALTH NORTHWEST
VERADALE HEALTH CARE CENTER
"208 " DRAINAGE CALCUIIATIONS
June 12, 1992
For Tan Boyle Heyamoto Architects
THOMAS, DEAN & HOSKINS, INC.
ENGINEERING CONSULTANTS
WEST 316 BOONE AVENUE, SUITE 757
SPOK:ANE, WA 99201-2346
(509) 325-8499
Project No. 592-12
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RECEI'W ' TRANSMITTAL JUN
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PROJE T:
dtv ls l.l~vl •CCiXTY ERSO&A T NO: Z3
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TELECON SITE VISIT PROJECT MEETING MEMO OTHER ~
TRANSMITTED HEREWITH ARE THE FOLLOWING:
DESCRIPTION:
~ f~VLS-JzA ~ dJ~ ~
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REMARKS:
ACTION: - - ~ ~ ~ - - - - - - . - _ _ ~
AS REQUESTED FOR YOUR RECORD FOR COORDINATION & CLARIFICATION
FOR ESTIMATING FOR REVIEW & COMMENT ~OTHER
- - - : - =
DISTRIBUTION:
BY
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Tiw sortF HEYAWro ARarrEcn k 117 1/2 "OwAFm spoKAJIF, wASHwGrow ~ 509455V48 Fwx 50%-747-2743
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GROUP HEA.LTH NORTHWEST
VERADALE HFALTH CARE CEI'TER
"208" DR.AINAG-E CALCULATIONS
April 3, 1992
For Tan -Boyle -Heyamoto, Architects
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THOMAS, DEAN & HOSKINS, INC.
ENGINEERING CONSULTANTS WEST 316 BOONE AVENUE, SUITE 757
SPOKAiNE, WA 99201-2346
(509) 325-8499 - FAX (509) 325-8497
Project No. S92-12
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~ 60 ~ 3600 ( .61
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TRANSMITTAL
TO: GARy N E5L'ON/ PROJECT: VORA{AI/E {iGC
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~ ~ ~ DATE: ~ Qgp
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TELECON SITE VISIT PROJECT MEETING MEMO OTHER
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DESCRIPTION:
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REMARKS: . y- _ . . . _ _ . .
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ACTION:
AS REQUESTED FOR YOUR RECORD FOR COORDINATION & CLARIFICATION
FOR ESTIMATING F R REVIEW MIVIENT ~
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DISTRIBUTION:
BY
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TM sonF rErnroTO MOUTEcrs OL 117 t/z HowAan spoKaIE, waswNGroN 992C" 509-4554WAa FnX 509-747,2743
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST ADDENDUM NO. TWO
~
Tan Bovle Hevamoto Architects Paee 1
July 14, 1992
This Addendum forms a part of the Contract Documents and modifies the original Bidding
Documents dated July 2, 1992 as noted below. Acknowledge receipt of this Addendum in the
space provided on the Bid Form. Failure to do so may subject the Bidder to disqualification.
ARCHITECTURAL
ChanQes to Qrior Addenda
Addendum No. One, Page 1, line 3
DELETE: Add typical curb cut.
Advertisement for Subcontractor Bids
REVISE: Time/Day/Date to 3:00 p.m., Thursday, July 16, 1992.
END OF ADDENDUM NO. TWO
06/18/92 09:01 $509 838 1123 MW Consulting Tan.Boyle.Heyamo Q002/005
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WESTERN U1'IL:TY SUPPLY TEL ~
ROMAC
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p"MR r INDUSTRfES, ,
tl INC. ~
~ 1006 ain n+,e. 5.. Scallie_ wa 00134 I
~
P.O. Bo• 3212. SceMW. Wo1 98114
(206) 624-64 91 TekR 37-etES 1-60c3•126•83AI ;
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GROUP HEALTH BLDG. - ~
STORM DRA{ N CONiVbCTION ~A~
.8. 9~ .
~s` `p' r ~f -p~pp~~1~31~ n p~~ 1~ ~ CHECK~iZ~
• ~~1~~7 I ~'1~8 ~17t~ ~D"".~P-q CD/lilA NIC iAln Cu
'iFl~ l~.~
14 06/18/92 09:03 rd`509 838 1123
bilY Consulting -1,4 Tan, Boyle. Heyamo tA004/005
-WESTERN UTILITY SUPPLY TEL No.1509536?710 Jun 18,92 8:13 No.003 P.03
~ FR RONGAG , tFrtVI #Vt vAi c: .,ju,oo
INDUSTRiE8,
~ 'C tNC..
~ .u 1064 au, Auo. S.. SA;i,llc, wA98,M STYLE "501" STRAIGHT AND
P.O. E3oz 3217, Seattie, WA A01 14 ~~ANS~TtQN COOPLINGS
(205) 62d.6491 Telax 32•8765 1•800.4 26.9:14t
MATERlAL SPECtFiCATIONS
CENfER RlNGS: Ductile (rioclufnr) iron, iiippling or exct+etlirifl /1StM A 63E380,
CrlitiA 65 45•12. YA(Iow shop c;oal. Nyson anci elzoxy cot+tir~gr, ;tvatlabfe
END RINOS: DuclilC (nO(iuimr) iron, meetilior oxceedir,cI aSTM n,3c3•8Q Cracie
6R•~t5•12. Color t;cxfod flEC) ic~r OU an~S1U. STL. 6L/tC:K ~krtd YELLnw tar
~a • , cact iron t,nri AlC.
~ QASKEtS: Virgin SHR (mAvaunclHC! (ar w3ter arid Fowcr aervicR. Mccts
A;TM D2000 3 8n715. Ollinr comppumd- available tor oit ctc.
61,501 BOLTS and NUTS: Hi4ah sttengtti, luw aIloy stee( trat:kheaC bo11;c. Nat'OnAl COiimo
GOUPI,INC . rottcd thread and heavy tiRx nuts, with bIack Tlnish. SlAoI moets AvVWA C•Itt•RO
' coniposicion spec+tications. (lther rriatorlats Rvai►ablo on requast.
y ONE END BY OTHER END
- _ ~ . . . ~ . . . ~ . ~ . .
GASKET AANQE ' ~GASlCET RAPIGE
COLOR 1st Nelf aPPRaXIMATE x COLOR 2nd Ka1! APPROXIMATE
CODE - CelaTog USE CODE CetafoA M USE
_ • . . - - ~ . • • . . _ _ . _ . .
2" NOM[NAL PIPE SIZE
RED 2.38~ 2.55.. SIQ. Stl. & 0.1. . . REU ~ 2 3B-- ..2.55 Std. Sll, 8 O.I.
~ . . . 1- _ .1'. ~
3" NOMINAI. PIPE SIZE ~
~ RED 3.46- 3.65 ..Std. St(. ' REU 3.48-- 3_65 ~ StQ. Stlr .
! x _ _ . 1x• . • . • .
4" NOMINaI. PIPE SfZE
3.60-J 4,05 ! O.D. St1. 3.80-- 4.05 O.D. Stl,
FiED 4,06- 4.31 Aiv. St1, REU 4.06--• 4.31 Alv, Stl.
4.50- 4,70 St4. Stt. 4.50-- 4.70 Std. Stf.
4,50- 4.81 Std. Stf. & D.l..__ . _ 4.50- 4.81 . Std. Scl,8 0.1. j
4.80- 5.40 Cest lrqn ~ 4.60- 5,00 Cast Iron •
BLACK 4,74-- 5.10 ~ C.I. & NC M.E. E3l.ACK 4.74---1 5.10 C.I. 8 A/C M.E.
5.11 5.30 A/C R.B.
YELLOw~.~ ' MS.s~~_6,aQ ~vC ~.8. C~. 200 . ~ YELIOw 5,11 5.40 . ~l.C Rt~.~l.. 200
- • : ~
.
fi" NOMlNQL PIPE S1ZE
r.~. • ' •r'• 5.80-~ V.1V O.D. S11. ^5.80- 6.10 O.D. 51l. • -
REfl 6.05-f 8,30 Riv. Stl, REU 6.05-. 6.30 Riv. St1.
6.55 6.76 Std. St1. f.55-~ 6,76 Std. Stl.
6,60~ 6,81 ~ Std-St1. g.0,1. 6.607 6.91 _ Std. Su., & n_E.
6.90- 7.10 Cest Iron ~ 6.90- 7.10 Cast Iron
6l.ACK 6.86- 7,20 C.I. &A/C M.E. BLACK 6.$6- 7.20 C.I. 8► a/C M.E.
7.15-- 7.35 A/C t~.B. 7.15-- 7.35 A/C H.B.
, YEL'L01N 7.3(3= 7.60 ~ A/C R.S. C.L. 200 ~ YELIOWY 7.36- yT.§Q A/C R.B. CL. 200.,.
~ - . . . . • _ . • .
8" NOMIN
AL PIPE S1ZE
. . . . _ ~ a__ . -
7.80~ 8.10 O.D. Stl. . 7.a0-- 8.10 O.D. Stl.
RED 8.05 8.30 Riv. Stl, ~ REO 8.05-- 8,30 Filv. Stl,
6.55- 8.75 Stci, Stl. 8.55 ` 8.75 Std. Stl.
8_6c)- 9.06 Std,. Stl. 8. D.I. 8.60-'9.06 S.W. Stl. & 0,I._
8,05- 9.34 Cast Iror) ~ 8.05- r9,30 . Casf Iron
BLnCK 8.99 8.40 C.I. 8 AiC M.E. BLnCK 8.99- 9.40 G.I. & A/C M.E.
8.319.50 A!C R.B. 9.31--4~9.50 ' ..A/C R.,B,
YEII,OW f. 9,51 -.a 9.19 . n/C R.R. CL. 200_._ ~ YE~.IOW , 8•51,-~_9.79 A/C P.B. CL. 200 _
. r: .1..... . _
1Q".NOMINaL PIPE SI2E
. i; F~~ED ~ s~:8o-' '~10.10 A=-. - - o.b ~Sti
' ~ ~ O.D. St
REO 9.80-4T ~
10.70•J 11.00 A`. Std, Stl. t 0.70-4 11.00 A' Std. Stf. ,
10.70 • 10,80 8 Std. Stl. 10.70- 40.80 8' Std. Sii.
BLACK ~0.89- 11,40 B' Casi Iron g~ACK 10.89-111.40 8` Cest Iron
; c ~s,E.
YEILOw ~ i 1•55--~11,75 Bf NC M.E. YELLOw i 1.s5 i j,76 8 N
1.80_12, 12 s alC R.B. ~ 11.80~ 12.12 B A1C R.B.
1
• Ta1 ~t.r.esn.rho0.t• 111- wlOt rJ'lOt OI I.IIf,• t3lC: w4tliin 1III. 10" AmO
1 a.at^yc+r.^s, 41 ia RIc.'!tlory thai j
Il~t r,e~+ter r!•+g. ~r~wrl~ in I~.ree 1 ~
. . . n u..~.. n.....~.w , .I i a w ~ ~ 1
' 06/18/92 09:04 t 509 838 1123 MV Consultin~ 4-*4 Tan.Bo9le.Hesamo Q]005/005
:WESTERN uTILITY SUPPLY TEL No.15095367710 Jun 18,92 8:13 No.003 P.04
ONE ENa 6Y ~ OTHEA END - -
GASKET RANGE GASKET RANGE ~
COLOR . 1 st Hatt APPROXIMATE x COLOA : 2nd Hali APPROXIMATE
COOE Catelog# USE COOE : Catalog A~ USE
. , . . . . . . . _ . . ~ ~
12" NOMINAL PIPE SIZE
w. . - - ~ _ . .
~ AEO 11.81-12.10 A' O.U. Stl.~ • REO 11.81•- 12.10 A~ O.D. Sti_.
_ 12.65- 12,95 A` S1d. Stl. 12.65- 12,95 A Std. Stl.
BLACK 12•70 '1?.80 8 Std, Sii. pIACK 12•70- 42•80 8 Std.. Stl.
13.15.- 13.55 B' Casl Iron x 13,15-..13.55 B' Cast Iron
13.85-14,10 8` A!C M.E. 13.85-r14.1Q 8' ~ A/C M.E.
YELLOW 14,20-14.40 8` A/C R.B. YEL~OW 14.20-- 14.40 86 A/C R,6,
. . ~..~r ' r~ - _ -n. , • , _ r
1a~ ~ NOMINAL PIPE SizE
. _ . . . .
14.00" (PLEASE AEFER TO 1 Z")
DtACK 15.30 15.70 Cast Iron BLACK 15,30-• 15,70 Cast lron
RED ~ 16,00-,16,40 A/C M.E. & O.D. Stl. REU 16.00 16,40 A/C M.E. b O.D. Sti.
YELLnW ~ 16.40-••116,88 1 A/C R.B. _ YEI.IOW 16.40--~ 16.88 A/C R.B. ~
16" NQMINAL pIPE SIZE-
ry 16.00" (PLEASE REFER TO 14") ^ • .
BLACK 17.05-417.40 U.I. & Cast lron BLACK 17,05-i17.40 D.I. 8. Cest tron
17.40--417.80 D,i, 8 A/C R.S. ~ 17,40~ 17.80 D.I. 8 NC R.S.
RED~ 10.0i~ 1.840 O.U. Stl. ~REU _ t8.00- , 16.40 ~ O.D. Stl. Y
YELLOW ~ 18.45- ;18,97 A/C M.F. 8. N.B. YELLQw 18.45 •i 18.97 ~ A/C M.E. 8~ R.B.
. . - " - . ~ _ ~ - . , ~ . .
18" NOMiNAL PIPE SIZE
~
~ RED ~ 18,70-~19.10 ~ . - . RED 16.70-j 19.10 .
8L/1CK ~ t 9.10 •119.70 X BLACK _19.10 -4 19.70
YELIUw ~46MINAL-PI"O-E 19.7a.--I20.25 YELIUw 1s.70-~ 20.25 2Q" SlZE
20.80 ~~.35 ~ . ~ T~ _ REU 20.80--! 21,35 1 ^ _ ~
BI,ACK 2 i,35 21.75 ~ X _E~LACK ~ 71,35~ 21.75
.
~ YEILOW ?,1.75 22.25 +YEI.LOW ~ 2{ '75~ 22.25
~ . ~
22" NOMINAL PIP E SIZE
-REO I 22.k--123.35 , ~ - RED 22.95--; 23.35 y.. . . _ . .
~.BInCK 23.45• 123,85 BLnCK 23.45 -y 23,85 .
J24.25 ~
YEI.I.OW 23.15-124.25 ~ YELLU'N 23,75-
. ~ , - . - - .
24" NOMINAL PIpE SlZE
~ BLnCK 25.00• -125.80 . . . _ BLACK _ . • 25.00-4 25.80 ~ .
YEIL.OW 26.10 26.32 YCLLOW 2fi.10-- 26.32 ~
~
STYLE 501 PARTS LIST
NOMI~'IAr- APpAOX. ~iTF~, RIMc3 5I8'.6 ~OLT S tR,~cK++¢~o ~g~T w~wvT CEN~ER RtMQ4 Y(NO R1ft05 CAStCT ~~~~N~
PIPE StZE SiiIP WT. LBS. LEl'(GTH ~o. ~1.,~NGTH CORTEN 6.6. ~ ONLY COY~LE1(
2" 7 2_~ 51a' _ x 8
3" 10 5 ~ 4 X Q.
4„' 17 . 5. . 3...--- 5/ X g.« i ~
6~~ ~ 25 5-... 5 5~~._x 8"- . ,
8" 32 6 x 8"
1,0" ~ n f" Ag.62 13•82 7 1. ) X 10112'. ~ . . . ~
12'" ~ A•rs no-7s a71-1 7 x lUv.'"
1q.. ~ 98 7-- 9 ^ 5/8~'~x 101/2
"N , + .
16" 112 7 14 '~18" x 101/2"
^ ...---I ~
134__ _ 7 12• --`SIA., x 10112
20" ~ _,139 7_ 1? 510' x 101b_' . _ ~ .
_ 22' ~ 15,ri 1 7 . Y 13 5/1%,.'x 101/r" . . . . . ~
~ 24" ~ 226. .._j 10 14 15/B" x 14" ~ ~ . . ~
nVnitnt,P)v wft1s t" long centar Hngs.
10 ORDER: nctormine O.O. o( Oroas to ov eoupteC. 5eleci Eirv(icr ~
Aa:.kot rRnBe (or eACh liIpa Irom above tnwr_ in;:L'rl hiptl rEInAe 01 Q9Gh y1S1%Ci, ns ,
houlunii:d In pray column. Into catelog numoer is aotlow*: 501 lone ena x oth~.r el iiJ).
EYAMPIl: 1 o cour. to 4" O.D. eteQt ar,d e•' A/C roug>> kwiel. cwnluv numtv.r ig; 501 (405 x 510)-
x;d IN
~ TAMPER
~
(DFIKE Hl'
HOLE 1/4" REGE55 R I NC-7 AND L I D 45 DEVEL - ~
=T
4" c
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N . ~ ~ iTti-iTti i'T' , m
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~
~ Z
bI Q J.R. 5M I TH F I G. 18 A
,
00 ~ 4253 GO ~ GAST IRON ~ M~.~
0
0
LO 1/b DEND
U5E WYE FOR
GO GONNEGT I ON
- 0" O.D.
GLEANOUT SHALL DE L I NE 5 I ZE UP TO 4"
R I AL. e. 4" ON L I NES LARGER THAN 4" ~ I
CLEAN OUT ~
(CO) TO GRADE DETAIL
METE
5
NOT TO SCALE ~
NOT TO SCAI
T-3 : TAN BOYLE HEYAMO PHONE N0. :*70P74?-2743 JUN.17.1992 4:12PM P 1
FROM : JAMES F. MELSTROM & ASSOCIATES SPOKANE, WA PHONE N0. : 509 624 8895
~
77' 14111-eX C7c;?4.,
RUN4FF 'I'REATItENT GUIDELZNES ADbENbUM
5-2 General Dosign Considerations. The following general guidelinr:s nhall bo applied
dur:tng the design, operation and mAintonance ot grabsed percolaCioil areas:
.1 Crassed perGOlation areas (Gl'A) in ahall be a maximum of 8 lnchea deep (cal.culeted
aa the difference between the low roint oE the GPA and the inlet of rtie overflov
system.) Standard design of-GPA's allows a f1aC bottomed, round or Criangular
crosa-section having a perrnissible average depth of 6 inchea (eec: figure 5-2b).
Constderation should be given to integrating the CPA inro the overail l.andscepe
design in en aeatheticaliy plea3tng manner.
.2 R1inorF trom the roofs of Commercial and IndusCrial buildings shitll be discharged
Co grassed percolation areas raChur rhttn di.rectly to drywells. The roof area c.ill
be added to Chat of other iinperviuus 3urfACes for cal.culatlng CPA size..
.3 In situations where -averaRe swalc: depth$ of gxeatar than 6 inches are a1lowod, the
Cot,nty EnAineer ehall require snil teaCs to insure ChaC the soil is capable of
assimilatlcg the contamiria»ts in runot£ a«d will percolar:e the runoff aC an
acceptable rate.
When soiZ toats nre required, one (1) test each for cation exchange capacity and
soil orgatlic maCCer $hall be pcrrormed for each grassed percolaCion area 1500
rt.2 or ~ess. An addiCional ser of tests may be required Eor each additional
LOC)0 tt. or Eraction thereof. 't'ests shall be performed on a well-mixed cornpos-
lCe 8ncnple consiating of the col) si.x (6) i.nches oz soil trom at le,tbt four (4)
c:oz'es uniforml.y distributed c-,vcr elie percolatioii area. Zf the Averay;Q catiott
exchange Capacity is 15 millieyuivalecttsf 100 g. or more or ckte soi.l is 2% organic
carbon or more, the soil will be eon3idered euitable for atormwaCer Creatment.
Where exisCing data is eufficient co aesure chat the soil typa ori the sfte meecs
the requt•remenrs for conCaminant remnval, the Councy En$ineer may waive ttie
[est ing requiremenC.
Soile which meet the reQuiremenrs of Section 4--4.1 of thia drainas;e mcinual ae
bQing quicable for drywell installation will be considexed Co have gn infiltra--
tion/percolation rate acceptable for graseed percolation area insCallation.
.4 When the grassed percolation area hss reached the end of iCs usezvl 11fe, it shalZ
bt renovaCed. The usefUl lir"e wiil be considered to have ended whan watec remains
standing in the CPA more than 72 huurs following Che end of a runotF event or wnen
the GYA cover material dies, whether due to the buildup of Coxic materials in the
soil or any orher causQ.
IR the situatl.on where infilCraCl.on fai].s, renovaCion may be accomplisliid by any
neNded action from stnndaxd sail aeretion to removal of the sod layer, scarif yiiig
the underl,ying 8oi1 and sod replacement.
When the cover material dies, the eod and at leaet six inches of soil ehall be
removed from the eff.ected area :;nd dispoaed of at an approved site. The soil
' shall be replaced, graded end a new cover material instAlied.
: .S The inlet to the GPA ovexElow etructure ehould be Ioceted away froin the point or
pointa wtiere runoff flows into the GPA. When the overElow gCrucrut'o is located
wittiin the GPA, sl.opea axound ttie inlet shal.l be no greater Chan 1:4.
.6 If, on final inspection, it is Found thaC the conatructed GPA does not conform to
the approved design, the SysCem ahall be reeonstructed so tha.t it does coctply.
12/2/85
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