ADAMS S 421 SULLIVAN PK ASSISTED LIVING FAC 56 UNIT
ADAMS S 421
BYTE FILED ENGINEER' 5 REVIEW S~ET
MYLAR{/
CANCELED
BLDG. PERMIT # B95140 _95
Related File # (ZE-26A-87)
Date to Review 9/20/95 Time 10:00 Review Type Pre••Construction
Date Received 9/12/95
Project Name SULLIVAN PK ASSISTED LIVING FAC 56 UNIT BLDG SQ FT
Range - Township - Section
45231.1721
SITE ADDRESS ADAMS S 421 / SE 4TH/ ADAMS PARCEL
Applicant's Name MARCUS HITE Phone # 503)399-1090
Address 471 HIGH ST SE PhOne 2#
SALEM OR 97301
FLOOD ZONE NO
Agreement to pay fees: Owner's/address/phone PRESTIGE CARE 1NC
6623 NE 83RD AVE
PORTLAND OR 97220
503)253-9650
Building Contact Person: Jeff Forry Ext 103 / JOHN LARSON Phone # 456-3675
Date Submitted , Description Initials
( 0 Z/`)--AGREEMENT TO PAY FEES OR PRIORITY FEE COMPLETED & COPY TO ACCOUNTING
NOTICE TO PUBLIC # 1 3 4 6 COMPLETED - OR NEEDS TO BE SIGNED
: TTED/DATE COMPLETED -MAILED
DESIGN DEVIATION Si \
S/ 2 /(fiBOND AMOUNf RECI§YEIY$ 506?
/
BOND RELEASED - ROAD & DRAINAGE IMPROVEMENTS
STAMPED MYLARS TO PERMtT TECHNICAN (SYL/SUZANNE)
APPROACH PERMIT # ROAD/S WIDTH/S
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PROJECT NUMBER- - 95007063*1~ APPLICATION DAT~ 01/08/96 PAGE= 01
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THIS IS NOT A PERMIT
PENALTIES WILL BE ASSESSED FOR COMMENCING WORK WITHOUT A PERMIT
SITE STREET= 421 S ADAMS RD PARCEL#= 45231,1721
ADDRESS= VERADALE WA 99037
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PERMIT USE= (44) UNIT ASSISTED LIVING FACILITY
PZ,AT#= 999999 PLAT NAME= RANGE
BLOCK= LOT= ZONE= UR-12 DIST#= S
AREA= 00000000 F/A= A WIDTH=. 309 DEPTH= 311 R/W=
# OF BLDGS= 1 # DWELLINGS= t WATER,DIST = VER.A
. OWNER= PRESTIGE CARE PHONE= 503 253 9650
STREET= 6623 NE 82ND AVE
ADDRESS= PORTLAND OR 97220
CONTACT NAME= MARCUS HITE - CURRY-BRANDAW PHONE NUMBER= 503 299 1080
BUILDING SETBACKS: FRONT= 55 LEFT= NA RIGHT= 15 REAR= 15
REVIEW INFORMATION
DEPARTMENT REVIEW REQUIREMENT -
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BUILDING REVIEW COORDINATOR - J LARSON COMMENTS: BUILDING PLAN REVIEW REQUIRED
COMMENTS:
BUILDING ZONING SITE REVIEW
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COMMENTS :
iSEPA REVIE BUI NG +1 , 000 SQ FT , ' a • ;
COMMENTS :
ENGINEER APPROACH/FLOOD PLAIN/DR.AINAGEY. ' . _
. COMMENT S :
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ENGINEER DRAINAGE PLAN REQ,D ~J ~
COMMENTS : ~ 'C~ iy'i'o~ I~n O.iJ ~.~i /J~Ls~~a.,~ ~Rr4•~~,(~E [~itT"'S .
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HEALTHDIST NEW OR ADDITIONAL WASTE WATER
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PERMIT RELEASE REQUiRFMrNTS
Please submit seven (1) scts oJrevised site, drainage, and landscape plans plus two (I) compku sets oJconstniction drawrngs to
the Depamnent oJBuildings jor aclaiowldgement and distribution to all the appropriau agencies. In order jor all agencies
to expeditiously process your project, i1 is important that submittals include all necessary drawings and documenls 1o insure
that review oJyour projtct is compleud in the least amount oJtime. Documtnts should include: building address and legal
deseription oJproperty.
Spokane County's Project Review Coordinator will be John Larson et tha Div. of Buildings 1456-36751.
IZONINO ENa1NEERS HE4L'111 F[RE BUIL.UINC3S 1
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1 lExterior IiQhting/direction of illumination ~ X
2 120 feet Type III landscaping along Adams ~ X
3 ISiaLage (location, height, & square footage) ~ X
4 lDrainage/slope of loading dock and/or roofs X
S lDrainage plan (aweles, drywells, calculations) X
6 1 Driveways & all road approaches X
7 1 Handicap packing stalls & accesswaYs (into & within bldg) 7t
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8 1 Nucsery estimate X
9 lAgreement to pay fees & minimum requirements list ~ X
10 1 Approach permit for access to county roads X
11 IRoad plans M ~ X I I ~
12 lCritical Materials list I X ~ X
13 ILock (Knox) box entry system foem x
14 ISpecial Inspection forms 7t
15 ISpeeial NREC Plan Reviewer/Inspectoc X
16 lAppeoval from Washinzon State Dept. of Health
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17 lBarrier-Fcee Requirements (WAC 51-20) X
18 IConstruction drewinRs & kitchen equipmcnt schedule X
19 lEner&y details/calculations X
20 lFire sprinkler/elarm system X
21 1 Heating, ventilation & air conditioning drawings X
22 IKitchcn hood details/shafts 7{
23 1 Plumbing details X
24 ISeparation wall details X
25 lStcuctural drawings wi et stemps & calculations X ,
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Signatur r' ator Signature of Plan Reviewer
Project No:
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' Page 1
OFFICE OF THE COZTNTY ENGINEER
SPOKANE COUNTY, WASHINGTON
Project: Sullivan Park Date: 10/4/95
Address: 421 S. Adams Ref No. B95140
Parcel No: 45231.1721 Review Pre App
The County Engineering Department has completed a review of
the above referenced project. The following information must be
provided in order for us to proceed with our review.
A) 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. Copy of the proposed landscape plan.
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. Finished grade elevations at the top and bottom of
the 208 swale.
B) The subject property is affected by the "Findings and
Order" and the "Conditions of Approval" for the following
land use action:
Spokane County Zone Change No. ZE 26A-87
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. Adams Rd., Minor Arterial Standard
3 lane Section
' Page 2
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.
2. Approach permits must be obtained, after a site
plan has been approved, and before the issuance of
a building permit, from the County Engineering
Department for any new or improved driveway
approaches to the following streets:
a. Adams Rd.
D) Insufficient information was submitted with the proposal.
We are unable to proceed with our review. We will need
the following before we can proceed:
l. Site Plan.
2. Drainage plan as specified.
3. Other information:
a. A parking and traffic circulation plan shall
be submitted and approved by the Spokane County Engineer. The
design, location and arrangement of parking stalls shall be in
accordance with standard traffic engineering practices. Paving as
required by the County Planning Ordinance, will be required for
any portion of the project which is to be occupied or traveled by
vehicles. It is illegal to back out onto the Right of Way.
E) Utility Condition: Permittee is responsible for arranging
for all necessary utility adjustments or relocation as
required for completion of the improvement.
F) The owner of the property or the authorized
representative must complete and sign Spokane County
Engineers "Agreement to Pay Fees". This document must be
returned to the County Engineers Office. Plan review will
not be completed until this document is executed. This
document is attached to these comments. Please return
the completed Agreement to your contact person at the
Engineers Department.
The applicant or their representative is responsible for
including each item that is marked "Required By This Project" in
their submittal in accordance with the checklist descriptions.
. .
' Page 3
Each item submitted that is to meet the checklist shall be
checked off by the applicant or their representative. Submittals
which do not conform to the above requirements will be returned
for further items with no review being accomplished. This will
prolong the review process. If changes occur in the requirements
for the project because of further conversations with Spokane
County representatives, please attach a note explaining the
agreed upon change in requirements. When the applicants'
submittal is finally approved, the Engineers department will
release their portion of the Building Permit.
Your contact person at the County Engineering Department is
Doug Busko, 456-3600.
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S P O K A N E ' C OC_T N T Y
DIVISION OF ENGINEERING AND ROADS • A DIVISION OF THE PUBLIC WORKS DEPARTMENT
William A. johns, P:E., Acting County Engineer Dennis M. Scott, P.E., Director
October 12, 1995
Sullivan Park Care Facility
South 412 Adams Road .
Spokane, Washington 99216
Review Comments 2
Road Plans
, 1. Revise grade calculations for the road, to provide a minimum curb grade of 0.5%. Include calculations
for the design of the vertical curves.
2. Show elevations on the swales and drywells in the R/W.
3. Provide handicap curb drops in the sidewalk at the driveway. Show a detail on the plans.
4. Sign a drainage, sidewalk, utility easement for Adams Road (13') and 4th Avenue (10').
5. Lnclude the roadway design certification statement on the plans, and return the road submittal checklist
and the Statement of Agreement.
6. Revise the drywell detail on sheet C6 to show the concrete ring and a swale depth of 6".
7. Provide a fmancial surety for the construction of the roads, including the estimate for the engineering
work during the construction in the final amount of the bond. The estimate for the construction portion is
$45,500.
Doug Busko
10/ l2/95 .
1026 W. Broadway Ave. 0 Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166
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S P O K A N E C O U N T Y
DNISION OF ENGINEERING AND ROADS • A DIVISION OF THE PUBLIC WORKS DEPARTMENT
William A. Johns, P.E., Acting County Engineer Dennis M. Scott, P.E., Director
October 4, 1995
Sullivan Park Care Facility
South 412 Adams Road
Spokane, Washington 99216
Pre-Construction Comments (Review 1)
.
On-Site Drainage Plans •
6rovide drainage calculations, including the calculations used to size the drywells.
Z/Show the locations of ttse curb cuts for the swales and include a detail of the curb cut in the plans.
/The swales on the north end of the project extend onto the parcel to the north. State whether the parcels
will be aggregated. .
_&ad Plar
4. Provide grade calculations for the road, including the design of the vertical curves. 7fgV ► s C5
7o.SPo
*/Provide details of the road section and pavement section to be built.
As noted, the power poles need to be relocated.
9 Provide drainage calculations for the roadway runoff.
8. Show elevations on the swales and drywells in the R/W.
9. Provide handicap curb drops in the sidewallc at the driveway. Show a detail on the plans.
ND. Provide a taper at the north end of the project.
11. Sign a drainage, sidewalk, utility easement for Adams Road~ 13~) ~4 E• C ~ o'1
C610-'111 F c c..AT_• o,.-) ~ rq t c-.~,,~✓~
C'o,0cr1'e Te
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1026 W. Broadway Ave. 0 Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324~'.478 TDD: (509) 324-3166
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S P O K A N E C O U N T Y
DNISION Ot ENGINEERING AND ROADS • A DIVISION OF THE PUBLIC WORKS DEPARTMENT
William A. Johns, P.E., Acting County Engineer Dennis M. Scott, P.E., Director
October 4, 1995
Sullivao Park Care Facility
South 412 Adams Road
Spokane, Washington 99216
Pre-Construction Comments (Review 1)
.
Cln-Site Drainage PlaQS •
1. Provide drainage calculations, including the calculations used to size the drywells.
2. Show the locations of the curb cuts for the swales and include a detail of the curb cut in the plans.
3. The swales on the north end of the project extend onto the parcel to the north. State whether the parcels
will be aggregated. .
Road PIM
4. Provide grade calculations for the road, including the design of the vertical curves.
5. Provide details of the road section and pavement section to be built.
6. As noted, the power poles need to be relocated.
7. Provide drainage calculations for the roadway runoff.
8. Show elevations on the swales and drywells in the R/W.
9. Provide handicap curb drops in the sidewalk at the driveway. Show a detail on the plans.
10. Provide a taper at the north end of the project.
11. Sign a drainage, sidewalk, utility easement for Adams Road.
1026W. Broadway Ave. 0 Spokane, WA 99260-0170 0 (509) 456-3600 FAX: (509) 324,*A78 TDD: (509) 324-3166
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PARCEL NUMBER: y~ a~3,1 . J,.:'a?/
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- ~ ~ - J-U-13 ENGINEERS, Inc.
_ rJ*U-PB ~ ENGkNEERS - SURVEYORS * PLANNERS,
- 1N. 422 Riverside Ave., Suite 722
- ~ Spokane, UVA 99201
. ~ ~ 5091458-3727
FAX. 5031458-3762
~ LETTER OF TRA.~SMIT'I'AL
To: Doug Busko DATE: - 4/23/96 - PRo~~~TNo: 70018
Sp~~~~ ~ou11ty PRO.TECT NAME: Sullivan Park Assisted Living FaciLity .
Dxvisian of Engieering Roads R E:
1 026 Broadway Ave. ~ -
Spokane, Wash 99260-0170
,
WE AK.E S.ENL7ING YOU as checked belavw.
U.S. Nlsil ~ 17 Ovvernight FX Couaier
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~ . 1 419196 Signed Drainage'Easernent - ~ -
. 1 4122196 Perfarmance Bond for Frantage Irnprvvements i,n tFre amount o f $ 54,000 -
l set Reproduciable IViylars of the Proposed Irnprovements on 4th Ave and Adatns Ad.
TH'ESL ARE TRARISMITTED as checked bejour: F-] For approvad 71 Far yaur sip,nalure F-] Resubmit _ copics for rcvicw
, F-] For your usc F7~ ildake chffnges noted ~ Submit _,capies for distributian
~x As rcqucstcd ~ Revise and re5tibmit ~ Etetunl_ corrected priiits
~ For review and commettt ` .
F-I EQR BIDS DUE .199 _ F-] PR1RIT5 ftiTURNED AF"TER LQr1N T4 US -
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REMA.RTCS:
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- ' SICNED: -
STEVEN J. C NDLER, P.E., PR4JECT EIVCIIIVEER-
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If enclosures are iiot as jtioted, l:ind3y nnti#'}• us aF ance. '1'RANS.SJC
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PERM T DOCUMENT TRANSM TTAL
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Spokane County Division of Buildings 144
1026 W Broadway Ave.
Spokane, WA. 99260 ~~~EY,~ • ~ ~ ~ . ~ ► .o,~~~~~R
Project Address: Project 7
Business Name:
CONTACT: Phone:
Mailing Address: r7~
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COORDINATOR: Phone:
DOCUMENTS CIRCULATED
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Fite,
Description Bu((dtng Zoniny Er►glrteers Hoaftlh OIstJ! UUItUos SCAPCA
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Received By
Date of Transmittal: Circulated by:
J-U-B ENGINEERS, Inc.
fJ,U,Bi ENGINEERS • SURVEYORS • PLANNERS
W. 422 Riverside Ave., Suite 722
Spokane, WA 99201
509/458-3727
FAX: 509/458-3762
LETTER OF TRANSMITTAL
,
TO: Doug Busko DATE: 10/4/95 PROJECT NO: -
SrJOlCarie COUrity PROJECT NAME: Sullivan Park Care Facility
Division of Engineering and RE:On Site 1)rainage Calculations
Roads GLNTLEMEN:
WE ARE SENDING YOU as checked below:
F-I U.S. Mail FlOvemight Fxl Courier -
CO:PCES DATED' ' DESCRIPTION - - ,
1 Onsite Drainage Calculations
THESE ARE TRANSMITTED as checked below:
Fx-l For approval F--j For your signature F--j Resubmit _ copies for review
F-I For your use F-I Make chmiges noted F-~ Submit _ copies for distribution
F-xl As requested D Revise and resubmit F-~ Return _ coRected prints
_ a For review and coi-nnient
F-~ FOR BIDS Di.JE .199 _ F-1 PRINTS RETURNED AFl'ER LOAN TO US
❑
REMARKS: ~
SIGNED: .
Steven J. C}~ar er, P.E., PROJECT ENGINEER
CC:
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OCT 0 4 1995 '
, ; SPOKAiOE COU1'Y ENGINE,ER
. _ . . . _ . ~
lf enclosures are not as noted, kindly notisy us at once. 'fRANS.RHD
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ADDRESS: ~aq Aj-a-,~ Z-:-
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OWNER: Pg. EST i & e c.&.2e i iv c. . PHONE: 150 tp
ADDRESS: lo6,2'z> N.E. 83~q -&•/c,4vs- 253 -9C.50
Pou.-~~4 1-4 Q n-e- c; 7 ZZO
BUSINESS NAME: pPEST i c-4 'E Nc-.
CONTACT: M,&'-S-2Gvt--7 v4 %Tr, PHONE: 50
AD]JRESS: 411 P tCv IA <;T • 5•F IO`IO
se.c,cT-A 0 2. • ~7 --;~740 I ~
LEGAI, IJESCRIPTIDN: . ,
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PARCEL NUMBER: 45:~ I•~ 72 i ,
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DETAILED PROJECT DESCRIPTXON: 54a v tJ ~T ~
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'OpJ'1CB Af TI15 CntiNTY CNGINIER • A DivistoNOP Tr#e t'etomc Wqxxs DErA 1t1?4EW
Ronalct C. Ilc+reiiatin, I'.C., cotitity eiiglne« pennla M. Scolt, P.M. Direclor
AGREI:MENT TO 1'AY PIC, ES
ENCINLrt?it'S AGRCCMEN'T IVUMIZER
?liis agrecment Velwecn Spcikneie Couiity stlJ ~,~a a~ ~U Q.R-Y P7S?~`~~~X 1•~~ ,4QL1-~,,
w1iasc intcrest in 1lie project fs 2C.0 1T'~
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• e ONG11g,
is cnlcrccl into tI►is 40 clny of 19 ~.'l'lits agreetiient is applicnbie tA lI1C project
kiiown ns:
S ~~r~~ssiated LivinQ Facii v, Uh 6. ABams. Svokane* W~► .
kilinjcct ~f"'0 0 3f'T'iicFfTlitFts
Tti,,%t the ine9ivic9eials ancl Pnrties nnmeJ lierein as liaving asti inl.erest iri t1ie rbove c3cscribeJ nroperty or
rtojccl agrcc to tlic rollowiiig: -
l, Reinibursa SPoknne Cotinly for project rcvlcw antt iiisrcclion fces ns srccificd i►l
' C1v,rtcr 9.14 of tlie Srokana Cotinty CoJe. 'E'lie fecs will bc iinsed oti acttial sntary
costs lriciirrccl by Srokane Cc)unty for rrojcct rcvlewa niiJ / or InsEicc(iorts rltis a tcri
rereent ac]i»(iiistrntive e1inrEe, nne9 wi11 Iie 13iliecl mntillily ns nceftieJ. Aity Rnnf
billing amounts, tei Iiieltiele any laee fces or aity ollier exl.)enses Ieiecicrec1 irl tIle
cotlcctlon of sn ovcrcliie accotust cuust bc pald rrlor tc) ltic Cotisity's acccrlnncc of
tita project for filing.
2. 7lie unclersigoieJ agrces 41,at llscsc fces ure Jtie mnd paynUre tiron reccipt of tlie
billin$ as spccif3ecl ebovc.
3. ..Any i.nvo.iccs nol P.-tiJ wiiliii► 30 days nf tiie ittivoice cSatc will uc subjcctccf !a n Ynie .
fcc cliargc of l ~/o pcr inonlli (12°Jo pcr year) on 11ie unpaict b:►Znnce of t}ic accauiit ancl any nccrtred late fee cttiarges. In aciclition, f f ony ocitstnticling Valance on llie
acco»nt for tltis project is not nnid witliin 30 ciays of t>>e itivoice clate. no fiirtlier
rcviews of tfie project clocuiiietits will be eondueted tsiitil tloe esilire occoeint lia[a»ee
is ralcf. Any bninncc on ti►o accotint for tliis project »ot raici witliin 65 cJnys of tlle
invoice clnie iiisy res«1t iri teg.-kl action or tite inieatioii of otlier collccilon rrocccltires, •
iticlc,cling rcfcrrat 1o a colleclfon ngcncy. 11ie SPosisor will bc liablc for any s►iiLl ail
exre.nses inceirted by tlie Ceunty fut tlie colleclioti of overclt►e accounts.
4. • ?"lie monttily biflictg sliaulcl bc sctit to ihc atcc:ttioei of: .
.
NAML: Prestiae Care .
• ADDRLSSe 6623 N. E. 82nd Ave. ,
TY, s•rn Portiand, OR 97220
CI,~-E.• ,
ZIP CODE: 97220
Pt 10N12 (503) 253-9650
Y undcrstand tlint failtirc tn Pay tltese fees may restiit in c1clay in conlpfelion or nRprova1 of tile project oe
otllcr possible sanctians.
❑ if iltiis fcc ngrccntciit Is ec»itpictcct ijy aomcone nt11er t1inii tlic Spousar (O.c., 41ee
projcc:t owiicr nr a princ;pat tii tlie fsrrct srurisoring tlic projec:t), si,ch as thc Frngineer
, cleSigiiing Iiie rrcijeet. tlien' wrileen aeetliorizntioit frorn t1 Suinsor speeiRenlly
niilliorizi»g Qiie Agc~~t t~~ exce:esle lltfs reeiiietsl t L1►cc1 to tltis Feo
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Z00 ~j MWINV2Ig AZRMD 9990 66£ £OS XVA SS : g0 I2Id S6/£T/0T
10/13/95 FRI 08:54 FAX 503 399 0565 CURRY BRANDAW la 001
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1\1 212A 1'111Cti V0~1d, 5uIIC IiN, 5fhikanc, 11dr1 99206 509-891-I904 1=at 509•891•201'
April 5, 1995
Project No. 50397-0I20
~
Nir. Garth Brazidaur
Curry-Brandaw Architects
r 471 High Sireet Sauthwest
Sale», Oregoil 97301
~ RE: REF'ORT
Levei I Eziviranmenlal Site Assessinejit
~ Praposed Sullivati Park Assisted Living
FacilFty
SE Coriier of 4th Avenue and Adams Road
Spokane, Washizigton
~
Dear Mr. Brandaw:
~
Haward Cansultants, Inc. has coi-npleteci the aLithorized Leve] Ienvironniental site
assessment for ihe proposed Sullivari Park Assisted Living Facility site located on the east side
of Adarns Road just sauth of 4th Avenue in Spokarie, Wasl7i,igton. 'I'he attaclied repart
sumi-narizes the results of our historical researc1i azid property recorinaissance and Fresents our
findings and coziCluSions.
~ .
1tVe appreciate the opportunity ko 6e of service to you oIi tfiis project. If yoLi have
any questians, or reqLaare Further as5istat7ce, please cio not Iiesitate to give us a call,
~
Sirtcerely,
HOWARD CONSULTANTS, INC.
.
~ Derek E. Potiie
Geolagical Engineer
.
~ Breizda Garcia
Project Geoloolst
~ DEP:kh
~
~ .
,
~ - '
r
~
REPORT
Level I Environmental Site Assessment
~ Proposeci Sullivan Park Assisted Living Facility
SE Corner of 4th Avenue and Adams Roaci
Spokane, Washinbton
~
~
PREPARED FOR:
Mr. Garth Brandaw
~ CurrY-Brandaw Architects
471 High Strect Southwest
Salem, Oregon 97301
~
~
PREPARED BY.
.
Howard Consultants, IIIC.
~ N. 2128 Pines Road, Suite SN
Spokane, Washington 99206
~
~
~ April 5, 1995
~
~
HC1 Consulting Geotechnical Engineers & Geologists
TABLE 4F CONTEN'TS
~
~ Page
INTRODUCTION 1
~ PROJECT AUTHORIZATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
PROPERTY CONDITIONS 2
GENERAL SOIL, GEOLOGIC, AND HYDROGEOI.OGIC CONDITIONS . . . . . . . . . 2
. . . . . . . . .
~ Soil and Geolo 2
gY
Groundwater . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
~ HISTORICAL REVIEW . . . . . . . . . . . . . . 4
PropErty Ownership . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
Property and Adjacent Property History . . . . . . . . . . . . . . . . . . . . . . . . 4
~ Aerial Photograph Documentation . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
Environmental Protection Agency (EPA) . . . . . . . . . . . . . . . . . . . . . . . . 5
State Agencies . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
~ Spokane County . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
Utilities . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
PROPERTY RECONNAISSANCE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
~ CONCLUSIONS 9
LIMITATIONS 9
~
~
~
~
~
~
HCI .t Consulting Geotechnical Engineers & Geologists
~
~ . .
R EPO R'1'
~
Level I E►lvironmci2tal Sitc Asscssiiieiit
Proposed Sultivan Park Assisted Living Facility
~ SE Corner of 4th Aven e~n ~iu~ ~ Ad~iYs Road
Spol:ane, Washington
~
TNTRODUCTI0N
~
Howard Consultants, Inc. has completed the authorized Level I environmental site
~ assessment for the proposed Sullivan Park Assisted Living Facility site on the east side of Adarns
road just south of 4th Avenue in Spokane, Washington. This report summarizes the results of
~
our historical research, property reconnaissance, and our findings and conclusions. The purpose
~ of the assessiilent was to provide information regarding the existence or the potential for the
existence of hazardous or dangerous materials on the property or on adjacent properties. To
~
complete the assessment, we performed the following scope of work:
s~ 1. Reviewed historical information pertineiit to the property including
site plans, maps, aerial photograp}IS, published soil maps and
geologic maps for the site.
~
2. Interviewed individuals having historical knowledge of the property
including past property owners, adjacent land owners and local,
~ state and federal emploYees.
3. Reviewed governing Federal, St1te, County and City agency
~ records to obtain inforcnation with reQard t the n- i hi r'
b o o s te sto ~cal
use, remedial investigations/field studies or environinental quality
~ violations of record and the property's regulatory history.
4. Performed a visual reconnaissance of the property including ~ photographic documentation of the property.
5. Reviewed the results of the historical review and property
reconnaissance with respect to the potential for hazardous or
dangerous materials on or directly adjacent to the property.
b. Prepared this summary report of our findings and conclusions.
HC1 Consulting Geotechnical Engineers & Geologists
~
~
SULLfVAN PARK ASS(STED LIV(NG FAGLITY - Spnkane
Project No. 50397-0120
' Pagc; 2
This report does not include aiiy analytical testing results, a radon/methane survey,
~
wetlands delineatiori, asbestos s«rvey, or testing for lead base paint.
'
PROJECT AUTHQRILATION
~
Authorization to perform the site assessment and access the property was given by
' Mr. Garth Brandaw of Curry-Brandaw Architects as a~enl for Prestibe Care, Inc. in the form
of a signed Agreement for Services dated March 17, 1995.
~
' PROPERTY CO\TDITIONS
The property is located in the southwest qtiarter of tile northeast quarter of
I
Section 23, Township 25 North, Range 44 East of the WillaiTiette Nleridiail in Spokane County,
' Washington. Vacant land borders the ProPertY to the north, and Adams Grade School on the
south. The existing Sullivan Park Care Center borders the property on the east. Adams Road
'
borders the western property boundary. The property is located in Spokane County, is zoned
'
multi-unit residential, and is approximately 312 feet by 320 feet square.
~
GENERAL SOIL, GEOLOGIC, AND I-IYDROGEOLOGIC CONDITIONS
~
Soil and Geology
~ The U.S.D.A. Soil Conservation Service (SCS) has inapped the soil in this area as
Garrison gravelly loam, in the Soil Survev of Spokane Countv, Washinaton, 1968. The
~ .
Garrison is described as a very deep, well drained soil that forined in glacial outwash alluvium
with mantles of volcanic ash and loess. The permeability is high and run-off is slow.
~
~ HCI ~.Consultinb Geocechnical Enbineers & GeoloLists
.
~ -
' SULLIVAN PARK ASSISTCD L1V1NG FACILITY - Spokane
Projc;ct No. S0397-0120
~ Pabe 3
The surface geology is mapped as Pleistocene gravel deposits on "The Quaternary
~ ~nk
System of the Southeastern Spokane Valley and the Lower Northern F1~ of the Mica Peak
~ Upiands, Washington and Idaho" by John Paul McKiness, 1988. The gravels were deposited
by glacial and or stream action. The gravel deposits typically consist of less than twenty
~
percent sand and silt.
~
Groundwater
~
Based on the moderate to high permeability of the mapped gravelly soils, surface
~ water will readily infiltrate vertically through the soils. Surface water will typically flow
towards topographically low areas. On the subject property, the direction of surface water flow
~
would be in a westerly direction.
~ No known private water wells exist on or adjacent to the site according to Vera Water
Power, who has irrigation district rights to t}iis area. Potable water is supplicci to the area by
'
Vera Water Power Company. According to Ivlr. Brian Dilts of Vera Water Power CoiTipany,
their c1osest water wells are located to the southeast at 8th Avenue and Sullivan Road. The
~
wells are completed in the Spokane Aquifer, a sole-source aqLlifer as designated by the
~
Environmental Protection Agency (EPA). Mr. Dilts stated ground water is at a depth of
~
approximately 150 feet, and he knows of no other potable or irrl~ation wells in the area. The
~ ground water gradient of the Spokane Aquifer is down to the west in this area.
~
~
'
HCI Consulting Geotechnical Engineers & Geologists
~
i.
' SULLIVAN PAFtK ASS(STED LIVfNC FACtLITY - Spokane
Project No. S0397-0120
~ Page 4
Propec I-~rs'roRicAL ricvr~c~~~
~ -ty O~vn~rship
~ We understand that Spokane Ventures, a partnership, currently owns the property.
Spokane Ventures purchased the property from the Catholic Bishop of Spokane. The Bishop
~
purchased the property in 1954 from Mr. and Mrs. Bert Porter who purchased the property in
~ 1936. The Porters converted the property from an orchard to vegetable farming shortly after
they purchased the property in 1936.
~
The property ownership inFormatioii was supplied to HC[ by Mr. Don Peterson of
~ Prestige Care, Portland, Oregon. The infori»atioci was included in a previoiIs Phase 1
Environmental audit for a larger piece of property wliich incorporates the subject property. The
~
report was issued by Geotech Consultants, Inc. of Bellevuc, Washington dated May 18, 1990.
~ The ownershiP historY was develoPed bY interviewing Previous owners acld the current owners.
HCI did not perform a legal title deed search.
,
~
Property and Adjaccnt Property H,story
~ According to an ESA repor±, for a larger piece of property wfiicli includes the subject
property, prepared by Geotech Consultants, Inc. in 1990, the property has been in agricultural
~
usage since at least 1936. According to long time residenis in tlie vicinity, and my own (Derek
~ Pohle) personal knowledge of the property for the last 25 years, the property has not been
developed. No development of the property has been documeilted. Adjacerit properties have
~
also been in agricultural or residential usage, with the exception of Adams Elementary School
to the south of the property. Aerial photographs support the agricultural usage.
~
~
HCI Consulting Geotechnical Engineers & Geologists
~
. r . •f
• SULLaVAN PAR[{ ASS[STCD L1111NG FACJLZTY - Spokane _
Projec;t No. S0397-0120
' Page S -
- i:
, Aerial Photograph Docurnentation
~
{
' Aerial photograpiis of the praperty were reviewed to gairi a better understanding of
~
~
I the hIStDry 0f fhe ]7i'OpefCV aiid adjaCe[1C deVel0pi1'iet1CS. AeI`lcll phofogi'~phS frot71 1950, 1959, `
4
19621 1964, and 1979 were availabl~ froim private so«rceS, CherlCy CowIes rnuseum, and the
C
' Soil Conserva[ion Service (SCS) for review of the property. All the phctograplis show the
property to be undevelaped and in agriCulttiral use. However, the 1959 photograph shows a
barn-like structure near the northeast carrier of the site. In the 1979 pl}otograpli the structure
is na langer visible. Copies of the air photos are iiat attactied to tliis report dLie to their poor
qua.lity in repraductionlcopying.
Enviro:imentaI Protcctiozi Agency (EPA)
There is orie site listed ori ttie CGRCLIS (Coi-nprellensive Environmental Response
Competisation Liability Ij7foriliation Syslem) list in the vicinity of the property as of July 5,
1994. Hgwever, trlere are no listed sites within the ASI~M E-1527 1-niniinurn search distance of ;
one mile. CERCLIS sites are praperties wliere hazardous rnaterials are kiiown or suspected to exist and have natiorial priarity for cleali-up. The nearest CERCLIS site is locaked
approxirrsately 1.5 miles narkhwest of the property at N. 24 Pines Road, the Aagens Dry
Cleaning stare. Ms. Debbie Cliarloe at the DOE stated the EPA perfomied asite illvestigation
and reported the existenee of Pentachlorethane (PCE) in sail sLirroulidirig a drywell an the
property. A report on the site stated that tlle EPA coiiclude.d tlhe known PCE did not pose a threat to public health and turned the investiga[ion over to [he DOE,
~
~
~
HCI Consulting GevtCchnical Engineers & Geolagists
~
~ .
' SUI.,LIVAN PARK ASSISTED L(V(NG FACILITY - Spokane
Prc~jc:ct No. S0397-0120
~ Pabe 6
The Resource Conservation and Recovery Act (RCRA) list show handlers of
~
hazardous waste or materials. ' There are 8 sites listed within the one mile minimum search
~ discance of the property (Plate 2). The closest site is Norchwest Recyclinb located 1/4 of a mile
south of the property at S. 820 burns Road. They are listecl as a conditionally exempt generator
~
of hazardous materials.
~
State Agencies
~
The WaSfllflbt011 State DEp1I'LtTletlt of Ecology's Confirmed and Suspected
~ Contaminated Sites Report, dated November 7, 1994, lists no sites witliin the one mile minimum
search distance of the property.
~
The DOE Leaking Underground Storage Tank (LUST) Site List, dated January 6,
~ 1995, indicates one site within the 1 mile minimum search distance of the ProPertY. The site
, is approximately 2/3 of a mile to the northwest of the property. A 7-Eleven store at E. 11505
Sprague Avenue is listed as having remedial action conducted. Ms. Debbie Charloe at the DOE
~
stated the tanks at the 7_Eleven were constructed in a lined vault and only backfill matenal in
~ the vault was contaminated. She further stated the contaminated iTiaterial was removed and
remediated. The site is down gradient of the property.
~
The DOE Underground Storage Tank (UST) Report lists registered underground
~ storage tanks in the State of Washington. No UST's were listed within the adjacent property
rninimum search distance. The closest operating underground tank systern is approximately 1/3
of a mile to the north of the property at the Exxon Gas Station located on the southeast corner
~ of Sprague Avenue and Adams Road.
~
HCI Consulting Geotechnical Engineers & Geologists
~
~ .
' SULLIVAN PARK ASSISTED LIVING FAC[LITY - Spnkanc
Aroject No. S0397-0120
~ Page 7
Spokane County
~
According to Mr. Steve Holderby of the Spokane County Health District, no achve
or abandoned landfills are known to exist within 1 mile of the property. The closcst closed
landfill is located approximately three miles to the norchwest of the property, and there are no
~
reported hazardous conditions at the site. Mr. Aaul Chase, who has been with the Spokane
~ County Fire District #1 for over 10 years, stated that no documented response to a hazardous
materials spill has occurred on or near the property.
~
~ Utilities
No utility services appeared to access the site at the tiine of oiir site reconnaissance.
Electrical service lines were overhead along the west side of the property. One electrical
transformer was present at the northwest corner of t11e property, # 1643 owned by Vera Water
Power company. According the Mr. Brian Dilts the transformer has not been tested for PCB's.
~
However, he indicated that the transformer was built prior to PCB containing oil use in
~ -i
, transformers and likely did not contain PCB's. The transforriier did not appear to be leal.ng.
~
PROPERTY RECONNAISSANCE
~
We performed a reconnaissance of the property on March 22,1995. We observed the
~ ground surface by traversing the property in an overlapping grid pattern noting the surface
conditions. We took photographs of the property for documentation which are presented on
Plate 3. -
;
. HCI Consulting Geotechnical Engineers & Geologists
R
' , .
' SULL[VAN PARK ASS(STED L(V[NG FACfLITY - Spwkane
Prc~jCCt Nv. S0397-0120
' Page 8
The surface of the property was hummvcky and generally slopcd gently to the west.
~
The hummocky nature was due to fill soils which have been placed, and covered the property.
' The F11 soils were likely derived from excavation activities d«ring constr«ction of the existing
Sullivan Care Center adjacent to the property to the east. Vegetation on the property consisted
1
of sparse grass and weeds. A trace of household trash was scattered about the property. We
;
' did not observe any driveways, roadways, ditches or fences on t}le property. Minor standing
, water from a recent rain event was observed along the east edge of the property. It appeared
that some employees of the cxisting Sullivan Care Center park tlleir vehicles just onto the east 1 '
central edge of the property.
No utilities except overhead Vera Water Power Company electric lines were observed
'
in the vicinity of the property. The electric lines ran along the west property boundary. A '
' transformer, #1643, was observed near the northwest corner of the ProPertY. It did not aPPear
' to be leaking. ,
No distressed vegetation or odd surface soil discolorations were observed on the '
property. No evidence of underQbround storagbe tanks was observed. No evidence of potential
' hazardous materials was observed on the subject property. No stains were observed on the
transformer. No distressed vegetation was observed at tlle base of the utility pole.
'
Undeveloped land was observed to border the nortli edge at the property. The
' existing Sullivan Park Care Center was observed to tlie east of the property. Tlle playground
of Adams Elementary School bordered (he property on the south, and Adains Road bordered the
property on the west.
~
' -
HCI Consulting Geocechnical Engineers & Geologiscs
SL,ILLIVAN PARK ASSISTED L[VtNG FACILITY - 5pokane
' Projcet No. 50397-4120
~ Pagc 9
~
CQNCLUSIOi'►FS
Based on o u r h i stor.ical revaew and property reeonnaissance, t11 c foiI pwirig conclusions
are made:
~ . . .
r, Duririg our Geoteclirrical Engirleering EvalLlation of ttle praperty we observed Che
site be covered with f-ill sails ranging froi-n 1 to 4.5 feet in tt-iickness. `Che filI ,
~ so~ls did not appcar to cor~tair~ cc~aistrtictior~ dek~ris ar garbage and na c~istinctive ~
odors or discoloratioils we observed. It Is our opiilzoii tfie fitI was derived la+cally ;
near the site and that its potential for coritamination af the site is low. ,
2. The poteniial for hazardous materials containiiiation of the site by previous land .
uses ort the property is considered low. ~~ie use of pesticides and hcrbicides rnay ~
~
have been used for agricultural pLirposes in the past arrd are possibre contaminant sources. This source of coiltamiriation is oF law concern in aur apinion as the substances are typically agplied in relatively low concentratFons, and the property ;
~ has been in dr -Iarid alfalfa c~r fallow over the 1at v ~
Y s eral years.
3. Environmental Frotectian Agency CERCLIS and RCRA and reported Department af Ecotogy hazardous materials, LUST, arid UST sites in ttte are,a pose a law .
poiential for contartiFnation ta the property, in our opinion. These sites aze either
dawn-gradient of the site, geographically distant froiii the site, ar have or are
preseiitly undergoincr remediation action.
~
UMITA'I'IONS
~ The field observatians and historical researcli cotiipiled for tliis report are considered
sufficient in scope and detail Go foriri a reasonable basis far a Levcl Ierivirvnmental site !
~
assessment. Triis is a surface and historical review. Condxtions niay exist at otlher loca~tions an - I thc property which were not apparent at the time of otir property rccoiinaissance. Infori-nation ;
i
.1
prvvzded tv Howard Consultants, Inc. is believed to be re]iabIe. Houfard Cansultants, rnc.
~
cannot warrant or guarantee that the ilxforinaCion is coitiplete or aceurate. 7'his repart lias been ~
i
;
prepared for use soiely by the client. This report shall not be relied upan by or transferre~ to ~
~
any other party without the express written authorization of Howard Canstiltants, Inc. ~
~
~
~
a
HC I Consulting Geotechnical Engfneers & Geolagists
,
~
- SllLL.I1JAN FARK A55i5TE-D L[ViNC FACILtTY - Spokane
Projc:ct No. 50397-0120 -
' page 10
This report }ias been prepared €o dflcumeflt tlze existirag candztsans an the project
'
property as of April 5, 1995. OLir services coiisist of professianal opinions and canclusions ' made in accordance with generally accepted environmentaI site assessiiient iiietFiods. `T'his
acknowledgement is in lieu af ali warran ties, either ex pressed Or 1 ii1plieCI.
The follouring plates accampany and coi-nple[e this rcport: :
~ Plate 1 - Vicinity Map ,
Plate 2 - LU5TIRCRA Sites Inventory
Plate 3 F Site Ptiotaoraphs
~ .
k
~
~
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PLATE 1
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ROAD NAMEA` kvM PHONE - WORK
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The following documents are needed before the Spokane County Eng-ineer's Department can begin processing your S ~
variaace or building application as approved. (509) 456-3600 % , d
vl ~
AGREEMENT TO PAY FEES have been collected.
V
RECOR.DED COPY OF DEED, DEED OF TRUST, contract or conveying instrument. These may be
obtained from the County Auditor, 2nd floor of the Courthouse.
~
0
LEGAI. DESCRIP'I'ION of your access easement.
A LISTING OF NAMES of individuals who will be signing the documents. These individual names
should appear as the person(s) legally sign their name.
-S~
A CURRENT ASSESSOR'S iMAP which depicts the location oE your property.
OWNERSHIP MICRO-RUY. These may be obtained from the County Assessors, lst floor, oF the
Courthouse, Jefferson entrance, 2nd door on the left.
The necessary documents will be prepared by the Engineer"s Department, Right-of-Way Section, upon provision of
the information noted above. You will be notified when the documents are ready for signature. The documents may
be sent to you, however, IT SHOULD BE NOTED 1'HAT ALL SIGNATURES MUST BE NOTARIZED. The
Engineer's Department does have notaries available if you choose to sign the documents at our office.
Please call when ready Please mail wben ready
Notice to Public Right-of-Way
COMMENTS
.
i
~
Right-of-Way Agent Forward to you from
k\p\f\notice.192
. .
Adams Road Rf# 1292& 1342
4th Avenue Rf # 1201 s
B95140 9 • ~ ~ ~a~E
Affects 45231.1721 96d~J23n21
L~ II _ ; -j
. ,
. ;
' qi v 1'
SPOKANE COUNTY ENGINEERING DEPARTMENT
Spokane County, Washington
DRAINAGE EASEMENT
The Grantors Sullivan Ventures Limited Liabilitv Corporation, for and in consideration of Mutual Benefits, the
receipt of which is hereby acknowledged, grants to The Public of the County of Spokane, State of Washington, a
Drainage Easement over, under, and across the following described real property situated in the County of
Spokane, State of Washington:
AFFECT ASSESSORS PARCEL NO. 45231.1721.
The Westerly 13.00 feet and the Northerly 10.00 feet of Parcel 2(according to Record of Survey
filed under auditor's Number 9504190413), records of Spokane County, Washington, of TR.ACT
137 plat of VERA, as per plat thereof recorded in Volume "O" of Plats, Page 30, Spokane
County, Washington.
' Located in the Northeast Quarter (NE 1/4) of Section 23, Township 25 North, Range 44 East,
~ W.M., Spokane County, Washington.
~
Drainage Easements, as described hereinabove are for the purpose of installing, operating and maintaining
drainqge facilities to dispose of runoff, are hereby granted to the public. The County of Spokane is hereby
granted the right of ingress and egress to all Drainage Easements adjacent to the public right of way. The
property owner shall maintain the drainage area with a permanent live cover of lawn turf, with optional
shrubbery andlor trees, which do not obstruct the flow and percolation of storm drainage water in the drainage
areaas indicated by the approved plans. .
The Grantor will construct the drainage facilities in conformance with the approved plans on file in the County
Engineers Office. .
The individual lot owners or their successors in interest shall maintain the drainage facilities in conformance ~
with the approved plans on file in the Engineers Office.
The property owner or his representative shall inform each succeeding purchaser of all Drainage Easements on
the property and his responsibility for maintaining drainage facilities within said Drainage Easements.
The Drainage Easement described hereinabove is to and shall run with the land. No modification of the
boundaries of said Drainage Easement can be made without the prior approval of Spokane County.
Whenever the individual lot owners or their successors in interest fail to maintain the drainage facilities in
conformance with the approved Drainage Plan, a notice will be given to the individual lot owners or their
successors in interest by the County. If not corrected after ten (10) days, the CoUnty has the right to correct the
maintenance failure or have it corrected at the expense of the individual lot owners or their successors in
interest.
Spokane County does not accept the responsibility of maintaining the drainage course on private lots within
Drainage Easements or floodplain areas, nor the responsibility for any drainage whatsoever, including but not
limited to inverse condemnation to any properties due to deficient construction andior maintenance of drainage
courses in Drainage Easements on private property.
R.E. E;;;:ise Tac Exompt This Drainage Easement will terminate at such time the described areas are platted.
~
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IN WITNESS WHERFOF, thP undersi~ned has cat:spd ±his :n-*rume7*. ~o b~ e~c,uted ai-, this 20th day ui
Mav ,199 6 .
By: •.,r--
.
STATE OF OREGON )
COUNTY OF MULTNOMAH ) ss
I certify that I know or have satisfactory evidence that Mr. Phillip G. Fogg, sr.
(is/are) the individual(s) who appeared before me, and said individual(s) acknowledged that (he/she/they) signed
this instrument, on oath stated that (he/she/they) (was/were) authorized to execute the instrument and
acknowledged it as the President of
t
'Prestige Care, Inc., which is the Manaeing Member of Sullivan Veritures L.L.C.
to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument.
~
Dated this 20th day of Mav , 1996.
LNO.040277 OFFICILI8A FEj
G~I.P~TARY NOTANY PUBCOMMISSIOIn and for the State of Oregon,
~r11' COM~~ISSI~~v EXPIRresiding at Portland. ~
MY aPPointment exPires.
. . .
.
Kyle McKeon
. ~
~
PRESTIGE
GA•R•E I•N•C.
6623 N.E. 82nd Auenue • Portland, Oregon 97220 •(503) 253-9650 ,
MaY 20, 1996
Mr. Kyle McKeon
Spokane County Public Works
1026 West Broadway Avenue
Spokane, WA 99260-0170
Dear Kyle:
Enclosed is the original Drainage Easement document I faxed to you earlier today. Please send
me a copy of the recorded document, and give me a call if you need anything else.
Very truly yours,
-
Bradley Zuke, J.D.
Corporate Counsel
BAZ/ss
Encl.
Cc: Don Petersen, Prestige Care, lnc.
1 I
I
: . CL§'I'fF~M,: T~Q BE A .TIWD
8a COkkECT COPY.,
77
~G ~4'0 41
r~~~: t 8 G 3 PAcE 149
After recording return to: ,
, i~Y
Eiradley Zuke, J.D.
Corporate Counsel . . .
Presti ;e Care, Inc.
6623 N.E. 82nd Avenue
Por:tand, OR 97320 9605160435 Pwneer Tit1e C3Tp3iy
~ 23C~_S~o of Washington
STATUTORY WARRANTY DEED
The Grantor, D.D.&F., an Oregon General Parmership, for and in consideration of Ten dollars
(S10.00) and other valuable consideration, conveys and warrants to Sullivan Ventures, L.L.C., an Oregon
Limited Liability Company, the following described real estate, situated in the Counry of Spokane, State of
Washington, to wit:
Parcel 2:
Tract 137 of VERA, as per plat thereof recorded in Volume "O" of Plats, page 30;
EXCEPT the West S feet thereof conveyed to Spokane Counry for Adams Road by
instrument recorded November 12, 1974 under Recording No. 7411 120377;
AND EXCEPT that portion thereof conveyed to Spokane County for Adams Road and
Fourth Avenue by instrument recorded December 8, 1987 under Recording No.
. ~ 1" C~'• , •
8712080207;
AND EXCEPT that portion thereof described as follows:
Qe6inning at the Southeast corner of said Tract 137; thrncr North 89 Drgrces
50'35" West 320.00 feet alon5 the Southerly line of said Tract 137; thence Ieaving saiJ
Southeriy (ine Nonh 00 (}ebrers 02'53" Wrst 640.61 f'rlct to the Southe:ly right ot' way
of Fourth Avenue; thence South 89 Debrees 44'30" East 320.00 feet along said
Southerly right of way to the Easterly (ine of said tract 137; thence leavinb saicl Southerly
right of way South 00 Degrees 02'53" East 640.05 feet along said Easterly line to the
point of beginning:
Situated in the County of Spokane, State of Washington.
- SUBJECT TO the encumbrances, easements, restrictions and reservations set forth in
. . Exhibit A, which is attached hereto and made a part hereof by this reference.
9600006411
. 6cclse Tax Pai on
e Amt. Pd.
' : • ~ po o Cou11 tr~~
. ~ ~ 4~
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YOI. 1 S6 3 PAGE
_ Dated this lOth day of N1ay, 1996.
' D.D.BF.
An Oreon General Parmership.
. ,,r.
. ~
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by: Philliptd. Fogg, Sr., i~ZnaM General Partner
~STATE OF Oregon )
) ss.
COUNTY OF Mulmomah )
. 1 certify that I have satisfactory evidence that Phillip G. Fogg, Sr. appeared before me as
• Managing General Parmer of D.D.&F., and signed this instrument and acknowled;ed it to be his free and
voluntary act for the uses and purposes mentioned in this instrument.
,
Dated this Lze"day of May, 1996. r
• ~~1 \ ~ N/L ~i/G G
J
}a~ Ferguson
Notary Public in and for the State ofOregon
. - - ~t........ .as
_ OFFICIAL SEAL
USA FERQUSON~)
~ NOTAriY PUBLIC - OREGON ~
j
COMMISSION N0.040277
L MY COMMlSS10N EXPIRES OEC 2'1, 19~:3 ;
. . . . `C`;..~~~,~.,~,~~~..,.
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MAY 14 '96 11:29AM PIONEER TITLE CO P.4
...VO[. 1 S63 pdGE
EXHIBIT A
$Qaz= B
£ile No. P-236560 .
schedule H ot the polic.y or policies to be issv,ed will ccrctain excerticrs to the
follc~rinq matters iaLless the same are a4sposed of to the satisfactian of the
parTf :
GENE= =
A. R.ights ar c1aiMS d,isclosed oril.Y bY PoSWssicn, or claimed Possessian, of
the premise-g.
B. Dicroac►m~ and questicns of locatian, bcumdary and area disclosed en1Y .
bY ir~tion oP the p2mises or by surveY•
C. , prescriptive rightse riots-of-way, streets, ze~.~,c3s, alleys or
~ h,ighwaYs nat disclosed by the public records.
D. Ariy lien, or ri.ght to a l.ien, fos oantributicns to erployee bene.fit ftmds r.
or for state warketis' apersaticn, or for sezvice.s, labar, or material
. heret.ofcze cr hereatter ftsrrashed, all as i.aposed by law, and not shc:wn by
the public re=ds.
E. 'Izyes or speci.al agec4swments whidl are nat yet payable or which a-m rxct
stuown as exi.-tirxl liens by the Fub].ic zecoztis.
F. Any service, installatioai, ccnnecticn, maintenance, tap, caFacity or
. charqes for sewer, Water, electricity, natural gas or cther
. utillti.es, or ga.r33age collection ani d.ispoEal. '
. . G. Re.se=vaticns and exoegticns in Lhited 5'tiates Patents or in Acts
auttLOrizing the 3.ssuahce thereof.
H. Ilxiian tribal oode+ or xegulaticrs, Iln3ian t=eaty or abariqinal rights,
includir,q easemertts or equitable servitues.
Z. Water mights, cl a;- or ti t1e tn arater.
J. Defects, liens, err.xmbrances, adverse claims cr othes mattet-s, is ariy,
czeated, fir5t appea*-; *g in t'le public zecords, or attachisg
_ to the eZrective date 2ereof but prior to ttle date the propcsea Insured
acquIres of zecord for value the estate or interest or mQrt-T,19e tr.Qreon
_ cwered by this c.==-stment.
SFEGnL EM=CPiZC-49:
l. Lfen of real estate ex=f.se sales tax upon any sale of said property if =Taid.
Qzarrjes in the real estate e.=ise tax laws 0oditied in Chaptet 82.45 of the
R.C.W. ani ~t,e r. 458-61 of the Washirx~ton Adninistrative Cod~, b~e
effective cnC~J~lx 1, 1993. Coriveyar~ce documents dated on or a~ftP~ that date
must be aaaca:paiued by the new Real. Estate E~acise Tax Affi.davit fozmi. .
Pleabe awara th3t tDe chanqes efteetive oa JLtly 1, 1993, i=ltu3e a
' tbat t.2as affidavit be sigt~d Dy both the qrantor and tne gzaatee or
_ .
requirmant . ~~..~4'~'^r~~~ iA,r agELt
- a3656o - 3 -
~
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MAY 14 '96 11:30AM PIOrtEER TITtE CO P,S
YQt. 18 G3n4cE
~
02
Tax coare : iao :
Rate : .o17a .
2. taxes 3Cr 5938, plt~ f ntese5't and Zees . _
. $
AssP.s.sor's Parcel No. : 45231.1722 ;
Land Value : S208, 4C0. 00
Mqxcvemerit Va].ve : $0.00 .
. 3. mrzraizy fcr any chaxt•es fot irtigation daaestic water, electricz.ty or other . • ° . ~ . • . chazges mad,e by Vera ?1"rigatian Df stZ ict #15, stvould be rade to salyd di.strict
at Narth 601 EvexgLmen Itoar3, or jahorye 924-3800. ;
- 4. Title Notioe Filed By : 5po}cane Oounty Planning Departmnt
Iaated : Mazch 19, 1990
Recorded : Ma1ch 27, 1990
Auciitor'5 No. : 9003270083
5. Mttex^s Setfot'th By Stizvey .
Dated : JarsuBrY 1993
Recorded : April 19, 1995
Auditor's No. : 9504190413 •
Discloses : Set bac.'c lines, futiire aciqufsition area and gzoperty carnezs :
6. A security interes-t in goods ~~r tha p~visions of the iTriiform C~ez~cial .
C~od~, R~T 62A, ciiscl.oEeci by fina.ncing stateme.nt Ziled in the ofZice of the '
c.aarty Auditar. '
Debtar : Prestige Care, I=.
securect Paz-ty : soft water sezvice cb. •
, Filed : A~ugu,~ 24, 1992
-1j'~ .-T.~y, • 1... 'i ~~I5 ♦,O• • 9208240713
' . . ' t1aC No. : 203674 •
7. A secsnrity intarest in goods tnder the pxmvisians of the Uniform Camercial Oode, RCW 62A, disclcseri by financing statezoent Eiled iti the cYfice of the .
Crunty Auditorr.
DeL;tcr : lpi,es-tge Care, Ihc. D8A SlllfVan Fark Care Center F~ec~ d Patt~' : soft Water service co. ,
Auditor's Nc. : 92~ 8 40224 26 ~92 UCC No. : 203660
8• ~t, title and i ~o~ ~ Prestl,ge C~2, Zt)c. as ger their e~c~utian of the ~
IINID CF SCEXDTIE B .
- NOrl'FS :
1. AccotdiM to infazmatian prcvided bY Spokane OamtY Treasmer's Real • Fs-tate Tax .
RAl.l, the Use Oode(s) for the land as of April 13, 1996 is Vacant Lanci Plat'teci.
T i c o r T `i tt l e o apa n y a s s t~ a e s no l i a b i l i t y for t h e aoairac.y o f t h i s •
•r' , • 113.LQ~L..1cn•
..i. s• r,', i, ; F f~ ~„Z,•;Jy
' - 236560
- 4 -
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• ~ 1.. •S ' . - i~
' MAY 14 196 11:30AM PIOWER TITLE CO P.6
yo~. i SG3PAcE 1o3
~ 2. Aquifer pzotectian tees that may be c~s,e ar~dp ayable in aocazdance With Qlagtex'
• 36.36 RC~T. (S~CifiC amo~t9 l~ay be cMtaft~ed fzm the Caunty iitility
Departpent,, FhC.ine #458-2538).
3. In the event this bra:LSacticm fafls to close, a caryoellation fee wi11 be Chaxqerl ~
foY' services reridered in aocozdame With our schedule.
; ti~.' •c ~ a--r: ;c~~ :
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' - -~236560
' ~ ~ r
MAY. ? '96 2:34PM P.1
Date: ~ `"l
r f I_
~
To:
Firm:
Fax if:
`~f J
Prestige Caie, lnc. From:
6629 N.F. 82nd Ave r--~
Portland, OR 97220
Subject.• ~ (503) 253 -9650 Phone y~
(503) 254 - 2580 Fax Pages:
Note:
r
~ 03/27/96 09:49 $15094583762 JUB ENG..INC. 0003
. .
sraKrrIE COUtITY Eucius¢n1110 nFrnn-MiejiT
SpokalIo Cowity, tf8n1v(o►gL0R
• pM;tlACe EnsEifEiir
Tho ccantoc ( e) Sullivan Venture s, L. L. C.
of thc CountY ct Spolcane, Steto of tlaa}iLngtan, tor aotd 1it Coliolderatlon of Hutual
BonoEito, tho recolpt of attlclt io ttereby acknoutedgoct, grento to 'ttie
County of 9pokape, Slatc vE Hsoltington, n nralna9c Eaoemr,nt ovcr, under, and acroee
tlia LolloNing deocribocl rcol proparty oittinted Jn tlto Coeinty of Spokane, Stata oE
NaeliLngton :
't'he xestcrly 13 feet and the northeriy 10 ftaut of parcnl 2(aCCOrdittg to d RCCOtd
of Survey filed under Auditors r'umber 9504190413, records of 5pokane Oouncy
Washingtoa) of Trect 137 of VERA (a recorded subeivisfen on file in voitune °0" of
plats at page 30, records of Spo}cane County Hashingtan) in Section 23, Tbunship 23
NOrth, Rau9e 44 Fast. Mi. Spokane County Washingta:i.
Dcainage Enne,nei►te, ao deecribed i►erelnabovC eco for tlie purpope of Lrtstnlllnq,
operating and matntainitig dralnago fac111t1eB co dJepooe of runoEf, are I►Creby
qtanEad Ev tho publlc. Tlia County vE spolcane le ttereby ycatited the riglit of
ingreeB nnd egreen to all Dralnege Eanemente adjacCitt to tlio PtiUllc rtglit dF vey.
Sha property ownoe otiall malntetn tl►e dealnnge aroa wltlti e permanent live eover of
lat.ti turf, viEh dptlonal ohrubbery nnd/or treen, vlilch da not obatruct tioe [1oa end
p.reolntlan oE atorm elreil.age vntcr !n L1►e, tirnlnrge acea ao lndleated bY the
npproved plana.
Tho Gcantor will coaetruet tlio drainego fncllttiee ln centormanco wltli tlle approved
plan• on Eilo tn tho Coutity Engliieera OCEico.
Tho indlvidual lot oWnern oc' tliolc succeeoore !A intOroot e11a11 mainteln the
_ dr4iaeqe EacllitLee Ln conterrnanto with the npproued ptano on ftle In the eotglnearg
oE[tce.
Tho property ouner or (iia rePresentative al►all (nCorm eacli aucccaading puroiiaeer of
at 1 Dre inaqe £aacmonto oii L•liQ pcoperL•y ni1d li l a rcopaisn tl,1 1 i ty for malntnln Lng
dcainage Eacllltlaa w,ltlilcs =al.l hcelnaga Ea9emenre_
r. ~ 03/27/96 09:49 '$`15094583762 JtiB ENG..INC. 0004
, .
.
Tho Drainage Eaaemeec descriDed hereinanove la ta aad shail run with thQ land. Nc
modtficatioa o! the boundaries of eaid Orainage kaeement caq bo mado without tho
prior approvaLI of spokane county. I _
Rhenevsr the individual lot ovnere or thetr eucceasore in interaot Fail eo mal.ritain
the drainage factlitiee in ccnFormancA atth the epprooed Gralnage Pian, n noclce
wlll bs given to the fndividual lot ownerH or their evcceeaore lA intereet by the
County. ZF nct Corrected aEter ten (10) dayo, the ccunty hao thp rtghc to correct
the maintenanca failure 4r have lt CorrecceC at the expenee ot thO lndividual lot
ownerv or their nucceeeore in incereot.
spoksae Caunty deee nvt eccept the roaponetblilty of waintdining the dratnege
ccasne on privets lote Nithin breineqe Znoomente or fioodpiatn areeB, ncr the
reeponeibtlity for any draipage ahateOGvor, includtng huC not liQfited to ievoree
ccademnntLon to any propartiee dua to deticlent constructlon and/or tn81t1tenance oE
draipaga ccureee !rt Dratnago Eaeemento on prlvate properCy.
YH iiZZ EsS IEREOP, nav¢ he e nto Qet ~ ha a) and oaa At• ~4daY
O F 19~ .
d
.
G'je---~
o~
Dn~
sraTa oP ~
OoUmrY GP ~~1~!l!_
~vl'f T~p
On thie dny personally appeared baPore me
goroenally knoxn to me to be the indivtdual(a) wha execwtad the foregoing
instrumont and aaknavledqcd the eaiC inetrumant to be the freo and volantary act
and deed of eaid individual(p), for the veea and purpoooe thereln rt+entioned.
Givon under my hana end eea1 tAle day oP • 9~~~~.
.
t r„ p~b~ c C~j~Dr1
In and fnr tha State o! J
reslatng at GpekaYtet
OSEAL
gq FEaGUS~O EGON iY PUgLIC MISSION NO•0402 77
MY COMMISSION EXP~RE.D C.22,1998
atoentdei/Eermo, 7
MAY. ? 196 2:23PM P.2
j . .
,
►i Fildd fOf the ReCQfd 8t RGq13C3t Of:
Thoum, Whiitiagt4n, Anderica,
8ergaa4 StudcbaTceT & TutLIe
P.O. Box 1304
- Itsaquab{ Waahington 98027
NRT;l}'~
8pok,aae Cate Ventwe I to D.D.& F. 16859.401
. ~
BTATiJMRY WARRANTY DF.gD
Tbe Gi=tot fiPOKANE C'A►R$1~PjT'L'RE i, sa Ompa Gea" Partnxship con-
0ating ot Ct.AY•HAND, a VYashlngtan Gtnera! Putnarahip and D.D.& F.0 aa Ocepa
Ge.nexa1 pamershipt lar aad in sca3ideiation of Tcn doUam (S10.00) sad othcr,aluabZc
conaIderation, aon-rcys gnd war.wts to D.DA F., an orrgoa Ganarg2 Patsnership, the foi-
lowia8 described re.al estate, situstcd in the Counry at 3pokanc. Stase, oi Washin,gtoa, to-
wit:
~
parat 2:
. Tracc 137 af VERA, aa ger plat tberaaf racorded in Valume rt0" of Plats,
. paga 30;
£XCEPT thd West S feet there,of cAnveyFd ta Spokam C.QUaty ror Adarns
Road by fnstrumcnt racor.a.ed Novcmbcr 12, I974 undcr Rrcordi~g NQ.
~ 741112,0377;
AND EXCwPT tha2 gonjori cbcr;qf canveyed to Spoksut County for Adams Road &nd ~'4~ At~enua ~y ~nsti-ument recnrded l~ectrnbcr 8, 3487 under
R=rdWI No, 87220e0207;
EhG'E-PT that po;ttott thereof dascrtibGd as follows:
Begf.rnin$ at the Southcast corncr of Wd 'rrsct 137; theace Nartb 89
I)egreea 34035" Wcst 320.00 fect alvng the Southcrly Iiao of said Tract 137;
tbOnCa lcaving " Svutb=Iy UIIC Nortb 00 I?Cgrccs 02'53" Wesi 040,61 ftti
to Lhz SouthcrIy rigiit af way of Fourth Avonua; thencs Soutb 89 Degr=c:
44130" F.ui 320,C0 feet $long Said Scrutherly tight of way to the E&st,arly line
of bsiid tract 137; ttience Ieaving aaid Southerly righc of way South 04 Degrm
02'530 Fast 640.05 fftt along Wd lFa.sterly liac to the point of 'otginnin8;
05/03l96 12:31 '015084583702 JUB Eh;G..INC. IZ004
. ,
. . '
Order No.: CD-19il0(1
SCSEDQLE B
Exceptioas: SChedule B of the aolicv or policfes to be issued will contain
exceptions to the following jnatters unless the same are disposed of to the
satisfaction of the campanv. _
A. Standard exceptions set forth on the inside back cover.
B. Defects, Iiens, encumbrances, adverse claima er other matters, if anv,
created, first appearing in the pubizc records or attaching subsequent
to the ef f ectice date hereof but przor to the da te the pronosed Insured
acquires for value vf record the estate or interest or mvrtgage thereon
covered by this Commitment. ,
C. Instruments necessarv te create the estate or interest to be propezZy
executed, delivered and dulv f iled for rPcord.
D- General taxes, as fOllOWS, together with xnterest, penalty and
statutorv foreclosure costs, if anv, after delinquency:
(lst half delincsuent on Mav I; 2nd ha1F delinquent on November 1)
Taa Accoiznt No. Year Amount Billed Amount Paid Principal Balance
45231.1721 1994 $51,053.61 $51,053.61 $0.00
E. Assessments levied bv Spokarte Cvuntv far Stos-m Water, together wztih
interest, genaltv and statutorv foreclosure costs-, if any, after
delinquencv: ~
. (Ist haZf delinguen-t on Mav 1; 2nd half deliaguent on November 1)
Tax Aecount No. Year Amount Billed Amount Paid Principal Balance
45231.1721 1994 $443.00 $443.00 so.00
F. Liabilitv foc supplenental taxes A'or improvements whzch have recently
beert Constructed on the prepertv. Said improvaments are not presentlv
assessed, but mav appear on future rolls.
1. Liabili.tv to future charges bv Spokane-Countv £oT Storm Water service_
Anv unpaid assessments or charqes, and liabilitv for further
assessments or charges bv Vera Irrigation District No. 15.
3. TZTLE NOTICE r1~YD THE TERMS ANLz C4NUITIONS THEREOF_
MADE BY: Spokane Countti Planning Degartment
REGAKDZYG: A variety of special develogrtent -
conditions on said land.
DATED: March 19, 1990
REC4RDED: March 27, 1990
RECOROING NO.: 9003270083
page 3 of 6
05/03/96 12:32 $15094583762 JUB ENG..INC. 005
. e
-4rder Na.: CD-191100
.4. DEED OF TRQST AIdD THE TERMS AND CQNDZTZONS THEREOF :
GRr1N'rOR : Spckane Care Venture I, an Oreqon
. general partnership
TRIISTEE: Transamerica 2itle Insurance Companv
BEVEFICIARY: Pacffi.c First Bank, a Federal Savinqs
8ank (Washington)
aRIGINAI. AMOULIT: $4, 250, 000 .00 DaTEa: August 9, 1990 RECORDED: Se,ptesaber 11, 1990
RECORDING NO.: 9009110110
DEED OF TRIIST KOQIFICATIOI3 AND THE TERMS A-LND CONDITIONS THEREOE :
DATED= March 2, 1992
RECORD£D: March 16, 1992
RECORDING No.: 9203160355
5. ASSIGNMEN'T OE' Lr.aSE FOR SECIIRZTX P[TRPOSES AND THE TERMS AND CONDITIONS
THERE4F_
LESSOR' S INTEREST ASSIGNED TO: Pacific Pirst Bank, a Federal Savings
Sank (Washington)
$Y ASSIGNMENT RECORDED: September il, 1990
RECORDING NO.= 90091?0l1i
Said assignment given as additional securitv for the OePd of Trust
tecorded under Recording No. 90a91I01I0 shown at paragraph 4 hereirt_
6. UNRECORDED LEASE=
LESSOR: Spokane Care oenture I, an Oregon
general partnership
LESSEB : - Care Center (CI if f Manor ) Inc., an
Oregan corporatiort
FOR A TERM OF: OndiscIosed
FROM: ' Dndisclosed
QISCLOS.£D BY: xnstrument recorded Septeznber 11,
1990 under Recording No. 90091I0112
SU80RpINATIOAT AGREEMENT AND THL TERMS AND CONDITIONS TF3£REOF:
' BY AGREELMENT DATED : August 9, 19.90
' RECORDED: September 11, 1990
RECORDIN(3 NO.: 9049I10112
The lessee's interest in said lease was made subordinate to the Deed
of Trust recorded under Recording Ho. 9049210110.
- page 4 0f 6
, 05/03/96 12:32 $15094583762 .JUB ENG.,IVC. z006
Order No.: CD-191104
7. EINANCIHG STATEMENT AND THE TERMS AND CONDITIONS TfiEREOF:
SECIIRED PARTY : Pacif ic First Bank, a Federai Savings
Baak (washington) DEBTOR: Spokane Care Venture I, an Oregon
general partnership
COVERS: Fersonal propertv and fixtures
Iocated on the progertv herein
described
RECORDED: September ll, 1990
RECORDING NO.: 9009114113
8. FINANCING STATEMENT AND THE TERMS AA1D CONDITYOI3S THERE4F :
SECIIRED PARTY: Soft Water Serz-ice Co.
DEBTOR: Prestxge Care, Inc., dba Sullivan
Park Care Center COVERS: Personal property and f ixtures
3ocated on the prooertv herein
described
RECORDED: Auqust 24, 1992
RECORDI-NG NO.: 9208240226
9. FINANCZNG STATEMEI3T AND TH£ TERMS AND CONDITIONS THEREOf :
SECIIRED PAFtTY: _ Soft Water Service -Co.
DEBTOR: Prestige Care, Inc., dba Sullivan
Park Care Center COVERS: Personal progPrtv and fixtures
Iocated on the propertv herein
described
RECORDED: August 24, 1992
RECORDING NO.: 9208240713-
10. BEED OF TRDST AND T8E TERMS AND CONDITTONS THEREOF=
GR.ANTOR: Spokane Care Venture I, an Oregon
general partnershiD
TRIISTEE : ' Transasnerica Title Insurance Cacapanv
BENEFICIARY: Paci£ic cantinental Bank
_
4RIGINAL AMODNT : $379,497.00
DATED: August 28. 1992
REC_ORDED : Octobe z- 19, 1992
- RECORDING NO.: 9210190367
page 5 of 6
05I03/96 12:33 V15094583762 __JUB ENG., INC. 0007
, .
4rder vo.: CD-191100
11. MATTERS RELaT£D TO ALTA y10RTGAGEE' S PaL2CY COr7ERAGE, DISPOSITI46 Or
WHICH WILL BE DETEgMZAIED BY OQR INSPECTION_
ta> Questions of survev; .
(b) Rights of persons in possession;
(c) Matex-zal-or labor Iiens,
(d) 1TOTE: Please advise the Campany three davs prior to closing so
that we may inspect the properLy to determine and report the
curreat status o~ the above noted ntatters.
WE WZT,L REPORT - ON - CLEARAiXCE OF EYCROACfiMENT AND REMAZDIING A.LTA
QIIESTIONS IIPON $EING aDVISED THAT THE EOUNDATIOLv' FORMS a,RE Iv PLACE.
END OE E%CEPTIONS
IYVESTYGATZ4N SHOIILU BE MADE TO DETERMINE I£ TSERE ARE ANY SERVICE,
INSTALLATION, MAINTEYANCE OR CONSTROCTION CHARGES EOR SEWER, WAT£R OR
ELECTRICITY.
YN THE EVEN'r T$IS TRANSACTZaN FAZLS TO CLOSE, A CALXCELLATION FEE WILL
BE CHARGED FOR SERVICES RENDERED I-iI ACCORDANCE WI2H OIIR RATr, SCHEDULE.
NOTE 1: Potential liabilitv forassessments Ievied bv Svokane Countv Qtilitv
Department for the Aruifer Protection Ares. To verify, call 458-2538.
In order to make pavment, account number is necessarv.
NOTE 2:
We find no pertinent matters vf record affecting the said borrowers.
NOTE 3:
Propertv Address: lvone. For aerification of address, please ca31 the
+Citv Fublic Works Department at 625-6300 or the.Countv Public works
Department at 456-3675. _ NOTE 4: '
IInless otherwise requested, the fvrms of policY to be issued in
connection with this commitment wil1 be ALTA 1992 golicies, or, in the
case of standard lender's coverage, the CLTA Standard Coverage Poliey -
- 1990. The policv eommitted for or reauested-may be examined bv xnquiry
at the office which issued the commitment. A specimen eopv of tbe
_ poliCy form(s) referred to xn this commi.tsaent wi3.1 be furnished
protnptZv ugon request. EvCLOSIIRES: Paragraph(s) 3 - 10
Sketch sac
- page 6 af 6
. A
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05/03/96 12:34 $15094583762 JUB ENG..INC. 0001
r~ • V• B~ 422 W. RIVII?SIDE StJITE 722
SPOiC:RNE. WA 99201
PHONE (509)-458-3727
FAX: (509)-458-3762
FAx caVER S=
DATE:
To: FRoK Steve C.
FAX NQ.: NO.OF PAGES TO FOLLOW: ~
COMIVIIIV'TS:
;-j LrL-?
5,
04/25/96 08:30 '8'15494583762 JtB ENG..ItiC. IZ002
t bl. 1 V V 1 t w1~ i v J•
.
1 ♦
~ 9211160524 Eq
Wtbett cmoc+dcd tuutn to: . n-.^••t a:
M. Kith:s" Jutin • -
NLtN FOSSO SAGE McBRIDE & MASON NoY j~ ;j S5 PN ~gZ IOOI Fvucth Avcsiat-PI=. Suite 39d0
S~aute, wn 98LSaI0&s ~ : . aQRRHUE
.~;,t10A
(ZQS} ~•3n0 S"rux&r.. :Ut3NTY,MLSK. y^''
-OEP D
NOK
DEED, ASSICNMWT, TEtANSFER AND GON'YANC£
OF RF.AL FSTA'l'E AND P1lR`I'lYERSlUp QrERMr
Rita I. CI1q, z singlc womar+ (E=tin CRANY'OR), puvu23A to Dccra vt' IIissol~ticA enteird
Apn1 I, 1992 in King County Stepericr Couct Canse No. 91 3-0828T-S in Wu"gtaa Statc,
conveys, crlasfess, assigns, reie&scs. and quic ctaiRU ajamo i.. Cl* a singce mm (hccratU1$* _
ft- Gn~1VT~ aIt vf CltANTOR'S ngh4ticle, ~d intaat ia at~d m ct~t ar~n prtnemwp
- . 3catiwn astCbp-Hand, a Washington part~h.p. witich paruttstrip has James L C1ay. Rita J. ~
Clay, C. ~`ia. HiM and Pauy H. Hat:d as gartners uid which panacrship u a pattnu ut ~
Spo1Mrm Cuc Vename I. sn OcMon paftership, whirh SpelnM Caze Yeatut+e IPUU=hip
owsts and opamin ths bususess fwown as Suriivan P'ark ia Spolatte, WsshinSoon, whiclt business
is tocsiod at tbe rcal pmpc:ty rtuated ia Spokant County. Washiu8toM, wAkb rnl ptqpetty is
dtsaz'bed ott 20ibii A hrsM acbrhed, which E40it A u iatotpo:atcd hcnin by this
u i t c i a i m . to
R f c s u ~ a~ md G l t A N T' OR doa furthrz ccn v e y, vansfcr, x~ i g n. rae~c and
GRJINTEE mty ritlit, tifla and inteteR (;RAN'i'OR may bm ia the fo[Eowiag dmatbod t+ed ~q esmie. whizh rGtl estztt fs owaod bp ssid Spokane t'.atiC VesttuM iPaflntrsAip Wadlar its
parutcrs, wgerker with aiI aftR acqu;red titte of CRANTLfR [ktrtdt. .
~ ~ . Dated Uus~~aay of ~f1 . 1992.
r~ 1P • ~
. . ' . .
~ ~ .
Rita J. tt:► ~92~D018~'3 00
~ ~ s.i. AML rdaod -saP"' oMMC
trNa
STAZ'E bF WASHNt3TaN
)1L
u COUNiY OF KING )
` 011 Lyjs day ptMWIIY appcand bcforc rnc Riu 7. asj►, ta usc loaorova ta bc thc bdriduai
d=Red iA aud wbo arecatcd the witAw znd foregaiag hlb~. and admawtedged thai ft
siZjjad tkc suae as tm fiee and wlwitary aet and deod, for thc ases aad gurposts dIff6a
meatia~eed. .
G'I`rFN aadrt my ban4 aud oI'w-ial seal this --,'Pday of I942.
` A Li
M& ;A tvi ehe smdle af Wa~iagQa ' !
~ ~►•a~ : .
pugL%C 1 z~ ~ding zt,,f~' . My co~ssou ;
r
t
j~9fE ~p•,~•9 y ~u=
. ~F WAS~~ ~ . .
CTAX AN PwttK - AeV 1-
;...+.r.. .
. ~
I
04/25/96 08:30 %215094583762 JtiB ENG.,INC. la001
rj - U' 0,1, • 422 W. AIVERSIDE SUFI'E 722
JJ~ SPOKANE, WA 99201
PH4NE: (509)-458-3727
FAX: (509)-45"762
FAX COVER SHEET
•
DATE.4 ~ 2,544o
. .
TO: FROM: ntve
FAX N4.: NQ. OF PAGES TO FOLLOW: ~
CONUVsEN'rS:
04/25/86 08:31 $15094583762 JLB ENG.,INC. 0003
. .
_ VaL.1361.PhoEI848 ~
.
EXAIBIT A
.r
pARCEL l: ~
That" portion of Tracc 137 oz VERA. as per pIat therevf recorded in
voltaae "0" of plats, pace 30, described as foilows: ~
BEGZ.vYI1+TG at the 5outheast coz-aer of saxd ?racz '137; Ghence
North 89•50'35" tlest 3`20.00 feet alonq the Souzherlv liae of ~
sz:3 Tracz 137; chence Ieaving said Southerlv liae North
00002'53" West 640.61 feet to the Southerly right of s+av aF !
FourLh Avenue; thence South 89044'30" East 320.00 feez dioato. . ~
~ saici Southeriy rzqht of vay to the Fasterly liae of said ~
2ract 137: thence ieavznq'said Sontherlv right of wav Sonth
00' 02' S3" East 640.05 feet aloaq said Easteriy 1 ine to 'the ~
poinc Qf beqinning;
SituaLe in the Couatv oz Sookane, StatQ ot Washington.
PABCEL 2: ~
Tract 137 of VM, as per piat thereot rccorded in voluiae "O" ef Piats,
Page 30; . . . ' . . . ~
- ~ - . .
EXCEPT the West'~ 5 fect thexeof coaveyed to spokane Conntv for adaus
Road by ~ iastrument.. reeorded Nevember 12, 1974_ under. Reeordiaq No :
- 741II20377;
_ ~ , ~ ~ ~ : ~ ~ . . ~ ~ - . , : : = . . ' . - . ~ . .'r~~~ . : .
ArTD EXCEPT that gortioe .thereof "conveved to Spokane ~Couiity for *Adacs
~ Rvad aAd Fourth Avenue bv instrnxaent-: recorded.. December .6, 1987' under
P.ecordinq No. -87I2080207:. ~ . . . ~ ~ .
aND EYCEFT. that 'portien :.theteof desc;ibed: ~as
. . . . - . - _ . . . . r:; : .
HEGZMZNG at. -the Southeast-~ corner.of said-:~Trart~-137-;....'thence~.~
North 89'50.935" West -32040~'feet= alonq: the :Soathetlg° linE of,.
said Traet 137; -,thcace -IcaviAq~- zaid, Sautherly
~ ~4•
00002933" - Gtcst .-640:6i fest'. to"- the :Saatheriy,::right. -of -rway.-of.,
.I
Fourth Avenae: ;t.hcnce ~.Sautb .44130. : East-.-:320. CO : f ett along:
saia Soatherly , riqht- of a=ay to*-.t2t4j*. Easte.r3Y.:.~ 1 ine ~•~~of ~ :=said~': ~ - ' • ~ ~ ~ ~
Tracz 137: thence: leaving-*~said:'Sont1iiiiy- right'~--of v-w'sY: ~soiith~.-
00`02'S3* Eist 640.'OS' 'faetg'- said"'•Esntcrlv..linz-.-to''tlric'
goint of hegianing
_ _ , . , - - • - . ' • • =
. ' - . • . ~ ' . . . _ i. ~;i ~ • . • ^ ' , _ ~ : : 'i' • ' . .
Sl`YQtG in `he CVYi,tv . . : • • ' • ...'•`'~;r~ ~ ~Y~
_ of Spokane. ~ State of :Flashiagtoii.:. ;=•-1:=: ;
~ ~ . _ ~P'•' ♦J\R'• ~ ~•~~,,~1
. . ' . - • . • ~t'- ' - ".i•":v+'~:5:
. . . , . ; : , ! . . _ -a... .
, . • ~ ~ ' - - • .i':1J~
. . •:;jti ~ ' ; ; . . . . ~ •~i-..J~
• . - . . . ~is. . - ~ '.r . y •--••`•t: . -
' ' ' . ' . _ •...d:' - • _,w-.:':.,1.°r.
• . . ',i: • ~ !1• : ` "1;ti.
• _ . . . • ~ . •'~'~'ry. . ~y•
• . ~':,t • . i:.~•.
. ~ ~ ' ~:~.~i:: .y.. S.
' - , . _ _ . ' ' ~ c7r+.. :_1; • '•!'s~
, ' . ' ~ . - ,•1~,:. ~~~.ii'~'~~
~ ' ~ y • ~
_ • . . _ = ' _ j'_ •'~~~:-r~,r~ y °'1~:~- ~q
. • ~i~ ~'iIw
t~.'0~4--• ; r•~•" f-i. ~
ia =~J•
' _ i' ~ •S. •~i'• ~i~~~~ ~ ~4'~~,i .
• ' •I: ' •=•M • 1•• 1•~j'.ir~~~
. . - •ti~. `'~:7'.~i~~'i ~,~~y~~~
. - ~ ' , - .~y:~~.~..aj~.'.A~•r ~ ~~r~'f•1~~W: j=_i~T
• ~ Y ! t' ~ ~ ~ . . I~.~ 'Y~.:~.'I~L~ ir
CI.AY/ucaa/YSUI.LIVAN PA~C ~ - . ~ ~ _ _ ;_-%~`;~V - •"/~A'~y ~ C:~, .
e~Yfs~~ ' 'i' /JMl•_~ I ' ~~,ii~►"„M...i.:r~ 1~
i~ , r i~i~: ' r.` ~1~~ K~~~~~ ~ ~f~
- . - • , .i~l;~..7.' . 1 ~,~i!►/~II~,~ti~'3 _ •A.
k•
' • ~ • ~ ~ I r ► ~ ~ ~ ~ Sl~ ♦.1~~~ ~.~J`~~ , . ~
. . _ -w~.. v ~ •~v • /
05/03/86 12:34 $15094583762 Jt1B Eh'G..INC. Ia 003
. .
. Order No.: CD-I91100
3. The land referred to in this Commitment is situated ia the Countv ot
Spokane, State of Washington, and described as Follows:
PARCEL 1:
Thafi portion of Tract 137 0f `TERa, as per plat thereof recorded in
Volume "o" of Plats, page 30, described as follows:
BEGILNN'LNG at the Southeast corner cf said Tract 137; thence
North 89°50'35" West 320.00 feet alonq the Southerlv line of
said Tract 137; tbence leavina said Southerlv line Nvrth
00°02`53" West 640.61 feet to the Svutherlv right of way of
Eourth Avenue; thence South 89044' 30" East 320.00 feet along
said Southerlv xi-ght of wav to the Easterlv line of said
Tract 137; thence leaving said Southerly zight of wav South
00'02'53" East 640.05 feet along said Easteriv kine to the
point of beqinning;
Sztuate in the Countv of Spokane, State of Washington.
PARCEL 2= Tract 137 0f V£Ra, as per plat therevf recorded. in Voiume "Q" o£ Plats,
page 30; -
EICCEPT the west 5 feet tkereof convevPd to Sgokane County for adams
Road bv insfi~rument recorded November 12, 1974 under Recnrding No.
~\,7411120377; .
AND EXCEPT that portion thereof conveyed to Spokane Countv for Adams
Road and Fourth Avenue bv xnstrument recorded Deeember 8, 1987 under
~ Recording No. 8712084207;
A~VD EXCEPT that portion thereof described as follows:
SEGINNING at the Southeast eorner of said Tract 137; thence
North 89'50'35" West 320.00 feet alona the Southerlv line of
said Tract 137; thence leavinq said Southerly line North
00°Q2•53" West 640.61 feet to the Souther3v riaht of wav of
Fouzth Avenue; thence'South 89°44' 34" East 320.00 feet along
5aid Southerlv right of wav to the Easterlv line of said
Tract 237; thence leaving said Southerlv riqht of wav South
' 00°02`53" East 640.05 feet alonQ said Easterly line to the
point af beginning; r
Situate in the Cauntv of Spokane, State of Washington.
(Parcei vo. 45231.1721)
. page 2 of 6
, i•
AFFECT ASSESSORS PARCEL NO. 45231.1721
The Westerly 13.00 feet and the Northerly 10.00 feet of Parcel 2(according to Record of
Survey filed under Auditor's Number 9504190413,) records of Spokane County,
Washington) of TRACT 137 of VERA as per plat thereof recorded in Volume "O" Page
30, Spokane County, Washington.
Located in the Northeast Quarter (NE '/4) of Section 23, Township 25 North, Range 44
East, W.M., Spokane County, Washington.
MAY. 7 196 2:11PM P.1
Date:
L1
To:
F;rRr:
Fax
Prestige Care, Inc_ Frarh:
6629 N.E. 82nd Are
Portland, OR 97220
Subject: ~
(503) 253 9650 Phone S ~KA ~ t Y a, }r) .`~e,e,.
(503) 254-2580 Fax '
Pages: v
Note : ~
05/03/98 12:30 1215094583762 JtiB ENG., INC. IZ002
. •s .
Please direct correspondence to: Transamerica No_ _ CD-191100
Customer Vo_ -
720 NORTH ARGONNE. SUZTE T Seller -
SFOKANE, WASHINGTON 9101-12 Buver/8orrower_SPOffANE CARE CENTQRE I
(509) 922-2222/EA1Y 926-1519 - ~
P xepared Fo r: BY ~
Connie Dvdge, Title Of Cer
GcNE HAND/SPOffANF CA.RE tTEtiTIIRE I
P.O. sax 1483 .
EIIGEVE, 4R 97440
Ce: Washington Mutual Savings Bank!Christznsen . .
cc: prestige Care Inc.-•'Fcgg
cc: J.U.B. Engineering!Warner
SCHEDQLE A
Effective Date: DecembPr 15, 1954 a-t 8:00 a.m.
1. Palicv or PaZicies :o be issued: Amount
XALTA Loan Policy 54,743,001.00 - 54.750,000.00 Premium $3,672_00*
REORGANZZATI0N RATE Tax 293.76
(Extended) Total $3,965.76
Propvsed Insured: waSITYtIGTaN MUTIIaI, SAO2NGS BANR.
2. Titie to fee simple estate or interest in said land is at the effective
date hereof Vested in: . .
SpOKA14E CARE VENTIIRE I, an O regon Genera 1 Partnersh ip .
. ~
• paqe 1 of 6
~ . . .
MAY. 7 '96 2:23PM P.1
Date: ~ /7-
To: r ! l ~
04
. Firm:
Fax Jf: -3r1, q . -7 ~ 516'45
~ d
Prestige Care, lnc. Ftom:
6623 N.E. 82nd Ave n
Port/and, OR 97220
Subject: 1 ~ .
(503) 253 ---9650 Phone 1 Y Q,1~1
(503) 254 258U FSx
Pages: Q'o v t'f .
Note:
MAY. ? '96 2:35PM P.4
i
, .
~ purpvos• mentinned iri the irizt .
Dated this day of i99
~
oFFtWL sra►. ntod st s,~p~ ~i~-~T'
,tD'~ P. ~~tL't
NOWY PUeLIC • OREDOtV Notary the in and tor the
coMWIBGIaH Ho. 007475 8tate of ~.u~~
MYC~M~uss~oLXptRAUG 21. 1~s
It- NY CA=iaoion 8xpiras: ar,1.as19e
BTATR OF ~
coUrrY oy I. csz`tity that Z krtow or hav sdtistactory evidance that
, ia the parsan who appoaraQ batorp mot and aaia'
porson aGuncwladq•d that he signa8 t.his 3natru=ant nrd ack-
ppwledged it to bs hie tree and voZttzstary 4ct f z~r the uaaa dnd
yyrpamss mentio»ed f h ths inatrument. .
--Dated thii day aP , 199 .
Printad Htroo:
xotary pubiic in and for tha
• 8tnta or
My commiaaion gxpiro:;
STATE D F ) . ) se.
COUNTY GF )
Z cartity that I kzto`r or hava satiatactory evidenCa that
' is tho paraon Who appe4Xd4 batQre ms, and ssid
paraon acknoviedged that hs siqnad this inatrumsnt and ack-
. riowledqed it to be hie `ree and voluntsxy act tor the uaaa and
purPonds manticned in thc 1ri8L2'ment.
Dat4d this day o= , 194 .
Prfntmd NamB:
Notary Pub 1 ic in ana :or ths StLtte Of
Ky Cc=ise ion Expires t
MAY. 7 196 2:34PM P.3
,
. .
, Si*.uata us the Gount3r of Sgokane, Scate oi Washfngmn.
SUHIEGT TO tlie cacuaibraaccs, caseraenta, rcstritsions and rastmtiona
set forth in Exbibic A, which is attac,hcd hercto and made a parc hzrco#'byr
this refereaca. .
Bated this day oY January, 1995.
SFORANB CARE VEH?URE I
A orsqon Gensral Peftnarship 100 L_./ 00~
Eyt
ey: 8yl
.
9TATE CF y
. ~ a~.
cOvxTY oF
I c~ tf ty tY3~tt Z~Qw or 2~aVo I~At:n=actory evidsneA tl3at
~a~.~. in the poraQn vho npgsarad boforo =pe, and saj d
pisrscn acxnov1e4q8d that ha is±gned thiB instttment and ack-
nflvledgQd it to be his trss and vcluntary act tor the uses and
purpvaea mentiorod in tha fnotxu nt.
Dated this ~d . day oP
" OFFICAl. W/1L
Iduoy P. 291,T `
. r - N'MAy PUdA • CMEMN p Bd ~ d i vv ~ 4 Ft )d.CA'r
ftW'NON NO• w'w Hazary b ic in and fQr the
ommag+r Aus 19S3 BtatQ os
sTaTZ or AVAW~. My tommis~eio E~ires s a'.73/Pr
) b!s .
CouxTY OP i~~A~~ )
I ce iPx that I kn4w or have aatisfactory ovidsnce that
' ia the paroon who appedrod b4fare ma, and said
psrs ac 1Gdgcd tlzdt he aiqnefl thia insttument and sckN
nowledqed it to b• hss =ree. and voluntary act for tho u,s.s and
MAY. ? '96 2:11PM P.2
1
~ Fileci fot the Recerd az Request ot
TUa=, Whittingtami Andenc~on,
8eri~n, Studebak~l & Tuttle
P.O. Box 1304
. hvwpinh, WBahingtou 9$027
NRT;lji
Spokanc C;at4 Venture I Lo D.D,3r F, [5859.00]
8TAT'UTORY WARR&N'1'Y I?EED
T'he Grantor SP4KANT CARF V'~NTG~ I, aa Orapa GeIIez-aY Partauabip wn-
dating af CT•AY-HCAND, a Washtngtan Geneis! Fa,ctaership aad I}.DA F., au 0s,qva
Gcnerai partntrshipt Lot oad Ia ransiderittion of Ten doUars (S10.00) and otbez vahu$bIc
considerativn, ovnYcrs and wLn-uts to DaM F., an ChepA Gonerai Pancership, the foi-
Iowing descrilxd r; aI estate, situa.zr.d in Llic Counry of spokanc, State ai'Washiaagwn, to-
Wit;
Parcet 2: Tract 137 of VERA, aa per pIRt tberoof recorded in Volume "O" of plats,
paga 30;
EXCEP'I'thes Wcbt 3 feet tharwf eanveyed ta Spokanre Couccy tar Adams
Roac; by in;En.unent rccorded Novembcr 12,1574 under RoQOrdW No,
7411120377;
AND B.XCEP'f that po:tion chcreof couveyed to Spoknao County fos AdaMs Road atud Foutth A~Taue bY instrurnent recordad Ikcembet 8, 1987 undcr
_ Rccarding Na, 8712CE0207;
AND EXCE-PT that po: tian tbercof dcscribed &s follaws:
B8sii11tlTts 8L the SOilthcast corncr Of 6tud Trsci 137; thencz Nerth 89
Degrccs 30'35; West 320.00 feat along the Souiherly Ilae of safd Tract 137;
tbenCe Ieaviug said SQUtbuiy Rac Nartb 00 Dtgre~s MA.'S3" ~I.osi b40.61 feet
to the Soutbcrly rigbt of way af Fpurth 1,venue; tbencs SoutIs $9 Degrecs
44'30" Etst 320.00 feet gloug sa.id Southerly rigitt ot way to the Ea3teriy Une
of said tract 137; thertcc leavbng said Southe: fr iight of war South 04 Dogrecs
42'53" East 640.45 f:tt alonS said Easterly Iino to the pflint of baginning;
,
MAY. ? '96 2:12PM P'3
~
. .
* Eiruata in the County of Spo3cane, State of Washington.
SL3B.3ECI' TO the, cntvmbt'sncacs, casemen#a, rcatricUons and scscrvacjoas
act fortb in Exhibit A, which ~ attvbad hcrcto aad madr a parc bgrgof by
ttis rtfcrence.
Datod this day oP Janudzy, 1995.
BpOKANS CARE VE2i7'L3RE I
A Qreqon Ganeral Paztnership
ce eoo- 4
Hy: 8Y:
Bys BY=
MAY. ? '96 2:34PM P.2
1
, .
~ . .
~ Filed faf the Rerord ai Request o€:
Momas, VfttingLOn, Andetson,
8ergaA 5tudebaYer & 'tltttle
. p.o, Box 1304
. biaqu8h. WA3hingLOn 98027
NRT:Ijt
Spokanc Cato Yontwe I to D.D,& F, (609.001
y ~ffATMRY w x DEED
T'hr Grantot 9POKA'E CARE VENTURE L iut 4rvpn General Partueernbip con-
siscing vr CraY-HAND, a vv"Uagton General Partaeranip assd WDA P., sa ompn
Cwneral Parcaenhipy tor aad in ccnsideration of Tan dollars (S1O.00) sud othcr valusbie
c;ansidcration, con-vCys aad wan ants to D,D.3c F., an Ozvpa Cvtnera.i Partnershfp, the foI-
lowia8 described reai estate, rJtuated in the County of spokanz, Stato of 'Vymbiagtea, ta- wii:
P$rc,cl 2: . 'rrRCt 137 of VERA, es pcr plAt tbereof reoordr,d in Valu:rte "q" of Flats,
. paga 30;
EXCEP'j' the West S feet Ltiereaf conveyed ta Spokam County far Adarns
RQad by insuurnent rccor3ad Nad►cr,abcr 1:,1974 under Reoordia,g No. 741I1W377;
AN'D £XCFP'T chat po:don EhcrC4f canveyed to Spc3cauc Counry for Adams
Road and r aursh AveAUe by fnwumcnt recorded L?ecembcr 8, 1987 under
Rccordint No, 8712M0207;
~~XCEPT tbat po:#ion thcrcaf dcscribed as foIiaws:
Beg:nriirt,g aL the Southcast corncr of sas'd Tract 137; thcacc Nortb 89
Mgtecs 10'35x Wcst 3:0.00 fOu aIang the Southcrly lino of said Tract 137;
theace Ieavsttg sasd Sautherty Iine North 40 Degrees 022'S3" Wesi 640.61 fcct
to the South crlr rigist of way of Fousth Avenur; tbenco Soutb 89 Degrees
44*317 Fast 320.00 feet a3ong said Southarly right of way to the Essterly line
of said troct 137; thancc leaving said Svuihtrly rfght of way Sout.h 40 Dtgracs
02•53^ Eae; 640.05 feet alaag Wd Eastctly Iine to the goint of beg3nniag;
MAY. 20. 1996 10:13AM AI.F DEVEI.OPMENT 1V0. D553 P. 1
~
~
6623 IIC 82J-Aw..
Pa,tPand, Of2 97220-130s
~
pAoR.: 5031253•9650
5031254-6822 '
,
, Y3ikte: Msy 20,1996 Time: 10:40 AM
Piease deWCr this t8x td: Mt. Kyle McKeon , • '
Compaity Name; Spokahg Couaty / Aivision vf Tngincering &Itosds
TelepboAe Numhtt: 509/324-7656 . • •
. ; Faa Numbox: . 509r3z4-7655
From: Brwdloy Zuke ' ' , . .
Totsi Paga, iacluding tbls eover sbeet: . , 3 . . .
Please h'eat thts fax anuf rts informatiort the same as you would treut a letter in a seoled emelope. The '
information contair,ed in this fax is,proprietary and confdenriot. ~jthisfax is misdirected or not
deliverable jor any reasoA please contact Prestige Care. Inc. immediotely at 5031253-9650, and we will '
oriange for the return of this f►tforntation at tto cost to you. 1'hank you for yoru assistance.
" Comments:
Kyte:
aaached is the Drainage Easement we have been discussing. I will but the original in the mail to
you. I u,rxderstand that Pioaeer Title is geniag a title report over to you. Please call if you have any
questions, or if there is any other infozmation you need.
Brad.
Bradley Zuke, J.D.
Corporate Counsel
Prestige Caze, lnc., 6621 N.E. 82nd Avenue, Portland, OR 97220-1305
MAY, 20. 10M 1Q: 15AM ALF DEVELOPMENT NO. 055$ F. 2
.y F 4-k
SPOKANE COLRqTY ENGINF,ERING DEPARTIvENT
Spakane Couaty, WasW~n
i?RAINACE EASEMEN"T
The ('.irantors Strlbvan Ventures Limited I.iabilitv Cnt
pnration, fq~ a~d, in considerafivn_ of 11►Iutt~aBenefts, ihe_
t+eceipt of vvhich is ~by ~know1~, gxants to '~e~K~ of the County o~ ~pok~e, St~te of *asl~ngt,on, a
Draim~g,e Easemmnt over, under, and amss the folIawing desoribied real praperty situated it the County of
Spokane, State of Washin&n:
A"ECT ASSESSORS PARCEL NO. 4523I .17'21
T'he Wesaly 13,00 fad ~the hioztherly 10.00 feet of Parre~ ~(accwditYg ta RAcorc1 of Sunrey
filed under aeiditQr's Wumber 9504190413), recards of Spakane Cauaty, Waghington, of TRACT
137 plat of VERA, as per plat thereof recorded in 'V'nlurne `V' af Plats, Page 30, Spvlcuic
C=[}r, Washi"B.
L4caW in tbie Noar#heast Qumter M ~1.) af Sadan 23, Tovkmship 25 Narth, Ranse 44 Ea5t,
VV.X, Spokane Colmty. Washi.a&n.
Uxainage Baser=t,s, as describc.d hareutabove am for the pwpose af iu~lin& cgccv.ing and rna.insaining
dr=age fac.~ilues ta dispose of runoff, arc hereby granted to the publiG. The County of Spokane is haeby
grmted the right of ingmss atd cgress to all Dtain2►ge Easencnts adjs=t to the public Tight of` way, The
praperty owner shail mafn#,ani the '&aanage =a vaith apermaaent live cave°r of lawn turf, with vptioaat
shrubbery ak&or trees, which do nnt , ohsuuct ft flaw and percalatioa of 9tarm diainage watu m the trmagc
aiva a,s indieatod by the approv'ed ]PXms, -
` The ~`xmtot wdl, construct the dtatnage faaffities 'rn canfanmance with the appmved plaw oA file in the CauaYy
Pn&em C}f6ce.
The iad.irrtdual lot o;v=s ar ttaeir smeswrs uu interest shaU mainu& the drtiwge fadlities in confomance
with the approved plm am filc ia the Engineers C3ff=.
The prvper#y owner or his representatir►e shall infbrm each succeeing purchaser of a11 Drai.nage Easements an
the propeRy afud Ws responsibility for maintaining dminage facilities vAthin said Drainage Easements.
`ihe T]rainagc Fasem~t dcscnbed hercmabove is #o and shaU run with the 1an& No modification 4f the
bomdmies of said Dtaiaage Easemeat can be made withaut the p~iar appr+~wa1 d Spc~~ County.
Vheneva the individual lot awners or their sucoessors in interea ,fail to ma"rntain ft drainUe facilitie.s in
cvnfaarmance vwith the apptoved Drainage Alan, a avtice wiU be. given to the mdividual lat own= or their
successars in interest k~y the Cownty. If not comacted after tea (lfl) days, the Counry bas the right to cor+eet the
maintwace fWlut+e ar have it corrected at the expense nf the individeal lot owners or their sucmsors in
ira#erest.
Spokam County does nvt acxept the resp*usxbiU[ty vf maWtWnjmg the draimge c.ourse an pnvate lots wiffiin
Dra.Dl~p Ea=" C]R flUOdph81i3 BLeaS, 1xDt the 1'£sp0mbliity fQr Sny dL811]$p vAWsoQmy fRCidldlLg bL1t n0t
lium.ite-d to inverse cendemnatian to anY praperti,es due tin deficient canstrmtian $rtdlor w.aiuk%a= vf dz;%inage
cawrsas iia Dra.iasiage Eueatmts on privat,e praperty.
'fhis Drai.nqe Fawment wiil tmninate at such vrne the described ateas am plattcd.
-over
.J
MAY.20. 1996 10:16AM ALrp DcVcLO°MENT N0.0558 P. 3
~
IN V1rrTNESS WHEREOF, the nndersigned has caused ihis instnunent to lk exeCUted on tbis 20th day of
Mey , 199 6 .
By:
sTaTE oF oREGON ~
COUNTY OF MULTNOMAH ) ss
I mtify tbat Z know or have satisfactory evidence that Mr. Phillip G. Fos,g, Sr.
(islare) the individual(s) who appeared befoxe me, and said individual(s) aclmowledged thnt (htlsheJthey) signed
this instrument, on oath stated that (he/shc/they) (was/vwere) authorized to execute the instrument and
acknowladged it as the president of
PresCige Care. Inc.. which is thp M4nAgjU& Mnmha_r ef Sullfvan Ventures L.L.C.
to be the free and voluntary act of such party for the uses and purposes mentioned in the instnument
Dated this zoch day of tyt,a-f ,1996.
~
, Cr--
OFFlCIAL SEAL Lf~A i~'ERGU80N TA,RY AL~
. . NOT/l►iY P(lBUC-o~apN for the State of Oregvn,
~RU n ~n ~
Hr c~oM~eiss~~4ts
_ . . , residing at Portland.
My appointment acpires:
i t
r
SPOKANE COUNTY
HEARING EXAMINER COMMITTEE
FINDINGS QF FAGT. CONCLUSIbNS AND ORDER
INTRODUCTION
This matter has come before the Hearing Examiner Committee on February 22, 1990.
The members of the Committee present are Ron Odell, Chairperson, and Jane Myers.
PROPOSAL
The sponsor, Spokane Care Venture I, Partnership, requests approval of a Change of
Conditions to existing Urban Residential-12 (UR-12) Zoning, File No. ZE-26A-87,
for the purpose of substituting a previous approval for 112 retirement housing units
by a 125 bed skilled care facility, and a 56 unit retirement housing building.
FINDINGS OF FACT AND CONCLUSIONS -
1. The property is generally located in the Spokane Valley, on the southeast corner of
Adams Road and 4th Avenue, in Section 23, Township 25 N., Range 44 EWM,
Spokane County, Washington.
2. The committee adopts the Planning Department Report as a part of this record.
3. The existing land uses in the area are single family, duplex, Adams Elementary
School, large lot, vacant, church, and multiple family use.
4. The Comprehensive Plan designates this site as Urban. The Urban category supports
a variety of residenrial uses and densities, supporting generally higher density
residential use along arterials and heavily traveled roads.
5. The Arterial Road Plan designates both 4th Avenue and Adams Road as arterials,
with a recommended right of way width of 70' and 80' respectively. "Future
acquisinon areas" have been required for the reservation of the needed future right of
way.
,
6. The existing zoning of the property described in the application is Urban Residential-
12 (UR-12), previously established in 1987.
7. The provisions of RCW 43.21 C('The State Environmental Policy Act) have been '
complied with and a Determinaaon of Nonsignificance was issued.
8. The legal requirements for public notice have been fulf'~lled.
9. One owner of adjacent land expressed concern about access to Adams Elementary
School by school children. The proposal includes provisions for sidewalks on both
4th Avenue and Adams Road.
10. The proposed use is compatible with existing uses in the area.
11. The proposed change of condition from the previously approved 115 unit retirement
apartment complex to a 125 bed skilled care faciliry and 56 unit retirement housing
• , r
2/90 HEC Order for ZE-26A-87 Page 2
building is consistent with existing uses and past zoning and site plan approval on the
site.
12. The applicant's site plan demonstrates confolmance with zoning requirements and the
original intent of zoning the property to Urban Residential-12 (UR-12) as modified
by the Planning Department report and conditions of approval.
13. The proposed use will not be detrimental to the public health, safety, morals or
welfare.
14. The Committee additionally finds the proposal, as presented and explained by project
representatives, will be a benefit to the community, while also being aesthetic and
comparible with surnounding land uses.
CONDITIONS OR CONTINGENCIES APPLIED TO THIS APPROVAL
1. All Condiuons imgosed by the Hearing Examiner Committee shall be binding on the
"Applicant", which tem, shall include the owner or owners of the propeny, heirs,
assigns, and successors-in-interest.
2. The following Conditions of Approval apply to the real property described below:
TRACT 137, all in Vera, in the County of Spokane and State of Washington as per
map thereof recorded in Book "O" of Plats, page 30, in the office of the County
Auditor of said county.
COUNTY PLANNING DEPARTMENT
1. All current standards of the Urban Residential-12 (UR-12) Zone, as amended, shall
be complied with in the development of this site.
2. The project is subject to Section 14.706, the Aquifer Sensitive Area Overlay Zone
of the ZONIIVG CODE FOR SPOR:ANE COUNTY, which sets forth various
measures for Aquifer protecrion; specifically, measures dealing with wastewater
disposal, spill protection measures, and stormwater runoff.
3. The present proposal is not detailed enough to determine whether or not the use of
or materials stored on the site are in compliance with Chapter 4.16A (Aquifer
Sensitive Area Overlay Zone) of the SPOKANE COLTNTY ZONIlVG
ORDINANCE. Accordingly, as a cond.ition of approval, the sponsor/applicant shall be required to file with the Spokane County Auditor, within thirty (30) days of
the signing of Findings and Order of the final decision in this matter, a"Notice to
the Public" which shall provide in material as follows:
PRIOR TO THE ISSUANCE OF ANY BUILDING PERMIT QR CERTIFICATE '
OF OCCUPANCY FOR ANY BUILDING OR ANY USE ON 1'HE PROPERTY
DESCRIBED HEREINAFTER, THE APPLICANT SHALL BE RESPONSIBLE
FOR COMPLYING WITH T'HE PR4VISIONS OF SPOKANE COUNTY
ZONING ORDINANCE CH[APTER 4.16A (AQUIFER SENSITIVE AREA
OVERLAY ZONE). THE PROPERTY WHICH IS THE SUBJECT OF THIS
NOTICE IS MORE PARTICULARLY DESCRIBED AS FOLLOWS:....".
. t
. /
i , 2/90 HEC Order for ZE-26A-87 Page 3
4. The applicant shall develop subject property generally in accordance within the
concept presented to the Hearing Examiner Committee. Variations, when approved
by the Planning Director/designee, will be pemvtted, including, but not limited to
the following changes: building location, landscape plans, and general allowable
uses of the permitted zone. All variations must conform to regulations set forth in
the ZONIING CODE FOR SPOK:ANE COUNTY. The original intent of the
development plans shall be maintained.
5. The specific development plan will be submitted for Planning Department review
and approval prior to issuance of building permits.
6. Applicant shall comply with '208' recommendations concerning stormwater runoff
and provide necessary landscaping for runoff.
7. Any d.ivision of land for the purpose of sale, lease or transfer, shall comply with
RCW 58.17 and the Spokane County Platting Qrdinances prior to issuance of
build.ing pemlits.
8. Spokane County Planning Department record with the County Aud.itor a"Title
Notice," prepared and signed by the applicant, for a future acquisition area for road
right of way and urilities to run with the land The future acquisition area reservation
shall not be removed without prior approval by the Spokane County Planning
Department The notice shall be recorded prior to the issuance of a building germit
and shall provide the following:
a. At least S and 8 feet of future acquisition area for road-right of way and utilities,
in addition to the existing right of way, along 4th Avenue and Adams Road
respectively.
b. Building and other setbacks required by the Spokane County Zoning Code shall
be measured from the future acquisition area reserved for road right of way and
utilities. Setbacks are 25' along 4th Avenue and 35' from Adams Road.
c. No required landscaping, parking, '208' areas, drainfield or allowed signs shall
be within the future acquisition area for road right of way and utilities. If any of
the above improvements are made within chis area, they shall be relocated at the
applicant's expense when roadway improvements are made.
d. The future acquisition area, until acquired by Spokane County, shall be private
property and may be used as allowed in the zone except any improvements
(such as landscaping, parking, surface dra.inage, drainfields, signs, or others)
shall be considered "interim" uses.
e. The properry owner shall be responsible for relocating such "interim"
improvements at the time Spokane County makes roadway improvements after acquiring said future acquisition area.
f. 1'his "Title Notice" shall be signed by the applicant to serve as official notice
and acknowledgment of said future acquisition area for road right of way and
utilities.
2/90 HEC Order for ZE-26A-87 Page 4
g. The Spokane County Planning Department shall prepare and record with the
Spokane County Auditor a"Title Notice" noting that the properry in question is
subject to a variety of special conditions imposed as a result of approval of a
land use action. This "Title Notice" shall serve as official public notice
regarding conditions of approval affecting the property in question. The "Title
Notice" shall be recorded within fifteen (15) days of final disposition of the
approved land use action and shall only be extinguished by the Spokane County
Planning Department. The "Title Notice" shall generally provide as follows:
The parcel of property legally described .as (legal description and tax
parcel number) is the subject of a land use action, imposing a
variety of special development conditions, by a Spokane County
Hearing Body or Administrative Official on (date) and as maybe
amended, altered or su,pplemented by ojftcial action or as already changed
File No. (Planning Department File Number) is available for inspection
and copying in the Spokane County Planning Department.
9. A specific landscape plan, planting schedule and provisions for maintenance
acceptable to the Planning Director/designee shall be submitted with a performance
bond for the project prior to release of building pernuts. Landscaping shall be
installed and maintained such that sight distance at access points is not obscured or
impaired. Landscaping shall be 20' Type III along 4th Avenue and Adams Road.
Landscaping shall include 10' Type III along the south and east property line or as
determined by the Planning Department.
10. Prior to building pennit release for the rerirement building a deed restricrion shall be
filed against the property used for the retirement build.ing and required property
limiting use of the site to retirement/elderly housing. The purpose of this restriction
relates to different parking space requirements for retirementlelderly housing versus
standard apartments.
COUNTY ENGINEER'S OFFICE
Prior To The Issuance Of A Building Pennit Or tJse Of The Pronertv As Provosed:
1. Access pernuts for approaches to the County Road System shall be obtained from
the Spokane County Engineer. 2. Applicant shall submit for approval by the Spokane County Engineer road,
drainage, and access plans.
3. The applicant shall submit for approval by the Spokane County Engineer and the
Spokane County Health District a detailed combined on-site sewage system plan
and surface water d.isposal plan for the entire project or any portion thereof, if the
development is to be phaseci '
4. A parking plan and traffic circulation plan shall be submitted and approved by the
Spokane County Engineer. The design, location, and arrangement of parking stalls
shall be in accordance with standard traffic engineering practices. Paving or
surfacing as approved by the County Engineer, will be required for any portion of
the project which is to be occupied or traveled by vehicles.
2/90 HEC Order for ZE-26A-87 _ Page 5 .
5. The construction of the road improvements stated herein shall be accomplished as
approved by the Spokane County Engineer.
6. The County Engineer has designated Typical Roadway Section Number One,
Collector Smeet Standard for the improvement of 4th Avenue, which is to be
constructed within the propased development. This will require the installation of
12 to 14 feet of asphalt, curb and sidewalk.
7. The County Engineer has designated Typical Roadway Section Number One,
Secondary Arterial Standard for the improvement of Adams Road, which is to be
constructed within the proposeri development. This will require the installation of
12 to 14 feet of asphalt, curb and sidewalk. A special roadway secaon which
separates the sidewalk from the curb may be required along Adams Road. This is
because of the location of power lines adjacent to the site. J
8. All required improvements shall conform to the current State of Washington
Standard Specifications for Road and Bridge Construction, and other applicable
County standards and/or adopted resolutions pertaining to Road Stand.ards and
Stormwater Management in effect at the date of construction, unless otherwise
approved by the County Engineer.
9. The proposed plat shall be irnproved to the standards set forth in Spokane County
Board of Commissioners Resolution No. 80-1592, as amended and are applicable
to this proposal.
10. No construction work is to be performed within the existing or proposed public
right-of-way until a pemut has been issued by the County Engineer. All work is
subject to inspection and approval by the County Engineer.
11. All required construction within the existing or proposed public right of way is to
be completed prior to the release of a building permit or a bond in the amount
estimated by the County Engineer to cover the cost of construction of improvements
shall be filed with the County Engineer.
12. The County Arterial Road Plan identifies Fourth Avenue as a Collector Arterial.
The e3cisting right of way width of 50 ft. is not consistent with that specif'ied in the
Plan. In order to implement the Arterial Road Plan it is recommended that a strip of
property 5 ft. in width along the 4th Avenue frontage be set aside in reserve. This
property may be acquired by Spokane County at the time when Arterial
Improvements are made to 4th Avenue.
13. The County Arterial Road Plan identifies Adams Road as a Minor Arterial. The
existing right of way width of 62 ft. is not consistent with that specified in the Plan.
In order to implement the Arterial Road Plan it is recommended that a strip of
property 8 ft. in width along the Adams Road frontage be set aside in reserve. This '
property may be acquired by Spokane County at the time when Arterial
Improvements are made to Adams Road.
COUNTY UTILITIES DEPARTMENT
Connection to the Valley Sewer System is allowed under the following conditions:
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2/90 HEC Order for ZE-26A-87 Page b
1. Submitting sewer design plans.
2. Pr-oviding proper construction security.
3. Obtaining proper pernuts.
4. Executing a sewer extension agreement with the County.
COUNTY HEALTH DISTRICT
1. A public sewer system will be made available for the project and ind.ividual service
will be provided prior to building pernvt approval. If connection to the Valley
Sewer System is not feasible according to the Spokane County Urilities, a
communiry on-site sewage disposal system could be allowed subject to specific
application approval and issuance of permits by the Health Officer, and/or the
Deparnment of Health, or the Department of Ecology, depending on specific daily
sewage flow rates which will dictate which agency or agencies have jurisdiction
COUNTY BUILDING AND SAFETY DEPARTMENT
1. The applicant shall contact the Deparnnent of Building and Safety at the earliest
possible stage of design/development in order to be informed of Code requirements
administered/enforced by the department, e.g., State Building Code Act regulations
such as requirements for fire hydrant/flow, fire apparatus access roads, street
address assignment, banrier-free regularions, energy code regulations, and general
coordination with other aspects of project implementation.
2. Requirements of Fire District No. 1 need to be satisfied during the building permit
process.
FIRE PROTECTION DISTRICT NO. 1
1. No new cond.itions from the original ZE-26-87 are needed.
2. Fire access to be approved prior to building permit release by Fire District No. 1.
3. Fire flows for and apparatus required by the proposed development shall be
reviewed and approved prior to building permit release by Fire District No. 1.
. 2/90 HEC Order for ZE-26A-87 Page 7
SRDE8
The Hearing Examiner Committee, pursuant to the above Findings of Fact and
Conclusion, APPROVES the application of Spokane Care Venture I, Parmership for
a change of conditions as described in the application or as herein modified.
Motion by: Myers Seconded by: Odell
Vote: 2-0 UNANIlMOUS TO APPROVE TO T'HE C'HANGE OF CONDITIONS
HEARING EXAMINER COMMITTEE
HEREBY ATTEST TO 1'HE ABOVE FIND , RDER, VOTE
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AZ'I'EST:
For WALLIS D. HLTBBARD
Planning Director
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B STEVE HOROBIOWSKI
Current Planning Administrator
Dar,e
(mo)
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Pursuant to County regulations, any aggrieved party has the right to appeal this written
decision to the Spokane County Board of County Commissioners within ten (10) calendar
days of the signing of this order. Upon receipt of an appeal, a public hearing will be
scheduled. If you desire to file such an appeal, you must submit a written appeal, .
preferably on forms designed for such purpose, to the Board of County Commissioners,
W. 1116 Broadway, Spokane, WA 99260, along with $100 processing fee payable to the
Spokane County Treasurer.
If you have any quesvons, please cal] the Planning Department at 456-2205.
rev 1/90
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X"Inru
SPOKttf COUlwy
Public Works Departmcnt - Division of Engineering and Roads
Drainage pans are required to be submitted to the
County when any improvements are made to a parce.
Drainage plans, construction plans and computations must be stamped
and signed by a Professional Civil Engineer, registered in the State of
Washington, showing responsibility for the drainage design.
The Drainage Plan • Ditch capacities and velocities
The drainage plan shall incorporate: ~ Soil map with the project plotted
• The proposed development thereon
• All areas lying upstream and • Other computations as required by
draining to or through the parcel the County
~ Drainage courses to which the
proposed development shall drain Construction Plans
The drainage plan shall include all The construction plans shall call out all
existing and proposed drainage ways hydraulic and physical data such as, but
within a drainage easement. Drainage not limited to:
easement language will be supplied by • A plan-profile of all systems
the County Engineer. • Invert elevations, slopes and
lengths of ditches
Computations • Cross sections of all open ditches
The computations shall be based on • Elevations of all inlet grates
required criteria given by the County 0 Size, types, invert elevations and
Engineer and shall incorporate: lengths of all culverts and pipe
• Hydrology computations systems
~ Inlet capacities • Invert elevations of the existing or
• Detention/Retention storage other proposed drainage system to
capacities which the drainage plan proposes
• Culvert and pipe system capacities to connect
and outlet velocities • Stationing of all inlets, culverts
6/95
Construction Plans (cont.) Drainage Review
and pipe system angle points P roced u re
• Invert elevations of pipes at all
structures such as catch basins or • Attend a pre-design meeting with
manholes the County Engineer to obtain
• Construction details for inlets, design parameters and conceptual
drywells, detention facilities, drainage approval.
conveyance systems, etc. • Attend a meeting on site with the
• Drainage easements with all county to discuss topographical
survey information shown concerns and other site specific
• The location of existing issues.
underground and above ground ~ Attend other meetings if needed to
utilities conform to various land
• Lot grading elevations development procedures .
• North arrow • Two sets of the drainage and
~ Engineers scale construction plans shall be
~ Project information such as Project submitted to the County for review
name, location, etc. and approval/acceptance.
• Vertical and Horizontal datum • One set of computations shall be
references submitted to the County for review
and approval/acceptance.
Record Drawings When plans are returned to the design
Prior to the county releasing construction engineer for corrections, any changes by
bonds, the applicant's engineer shall the design engineer must be highlighted
submit the following certification: on a revised print in a color other than
"I have reviewed the construction and to red or yellow (reserved for the County's
my knowledge find it to be in substantial comments) and returned along with the
conformance with the approved plans and original plans with the County comments.
standard specifications except as noted". The date of these changes must be
indicated in a revision box.
REFERENCE:"Guidelines for Stormwater Managemenf'.
Spokane County Engineering Department
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SUI,LIVAN PARK ASSIST'ED LIVING FACILITY
SITE PLAN STOR.MWATER DRAINAGE DESIGN REPORT
SE CORNER OF ADAMS ROAD AND 4TH AVENUE
SPOKANE VALLCY, WASHINGTON
PFtEPARED FOR:
SPOKANE COUNTY
ENGINEERING AND PUBLIC WORKS DEPARTMENT
OFFQCIAL PUBLIC DOCUMEN'T
SppY.ArsE COUNTY ENGINEER'S OFFICE
OR G NA.-Ow
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~Ut~:: -.Al #
io . Z.~
RETWAN T4 COUNTY ENG{MEER
JULY 1995
PREPARED BY:
J-U-B ENGINEERS, INC.
422 W. RIVERSIDE AVE., SUITE 722
SPOKANE, WA 99201
(509) 458-3727
F~►,~iL~T p ~
p,ssIs`~ElD .DESIGN 0~T
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p'.op,D ~T~~
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SP~~~ ~ PUBLIc WOR~
ENC ~Ef~G
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1995
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~ 22860
tsT~'~`
. Ey~lvkES ~
pp~
'72'22-
4~~ NV R"V `~RS iD w x 99,2()l
S~O~OFt
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- JABLE nF CONTENTS
1.0 Introduction to the Project
2.0 Geotechnical Engineering Report
3.0 Basin Calculations
Basin 1 to Pond 1
Basin 2 to Pond 2
Basin 3 to Pond 2
Building Roof to Pond 4
Foundation Drain Pipe Calculations
4.0 Existing and Finish Grade Survey and Design Points
1.0 INTRODUCTInN TO THF PRQJECT
The project is located on the south side of the Spokane Valley at the intersection of 4th Street and
Adams Road. The property is on the east side of Adams Road and on the south side of 4th Street
bounded by the existing Sullivan Park Care Center to the south of the project site. Property on
the south side of the project is Adams Elementary owned by the Central Valley School District.
The geotechnical engineering evaluation prepared by Howard Consultants for the project shows
the soils to be the Garrison type soils which are specifically mentioned in Spokane County
Stormwater Management 208 Guidelines as acceptable for grass 208 swales drywell usage
without percolation testing in the field.
There is a philosophy for stormwater management on this project will be to drain the asphalt
surfaces to pond # 1 and #2 with the building structure and its foundation draining to pond #3.
Surface transport mechanisms will be utilized for pond 1 and 2 and roof gutter do,%&m spouts and
subsurface plastic pipe will convey roof runoff and foundation drain runoff to pond #3.
Do to the nature of the site and its relative flat grades no off-site flows were introduced to the on-
site stormwater calculations.
- ~.Q GEnTECHNICAL ENGINEERINC REPORT - HnWARD CONSi1LT-ANTS
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REPO RT
Geotechnical Engineering Evaluation
- Sullivan Park Assisted Living Facility
. SE Corner of 4th Avenue & Adains Road
Spokane, Washington
, J-U-B Engineers
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MAY-31995
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SPOKANE, WA
F'FtEPARED FOR:
Mr. Garth Brandaw
Curry-Brandaw Architects
471 High Street Southeasc
Salem, Oregon 97301
PREPARED B1':
Howard Consultants, Inc.
N. 2128 Pines Road, Suite SN
Spokane, Washin~ton 99206
April 6, 1995
HCI ~ Consulting Geotechnical Engineers b~ Geologists
•rABLE or coN•I'EN'I's
; Page
~ INTRODUCTION 1
PROPOSED CONSTRUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
EVALUATION PROCEDURES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
SURFACE CONDITIONS 3
SOIL AND GEOLOGIC CONDITIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
SUBSURFACE CONDITIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
LABORATORY TESTING 5
CONCLUSIONS/RECOMMENDATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
Site Preparation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
Excavation Characteristics . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
Structural Fill . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
Foundation Design . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
Vi
Concrete Slabs-On-Grade . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
Lateral Earth Pressures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10
Seismicity . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11
Pavement Desion . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11
Storm Water Drainage and Ground Water . . . . . . . . . . . . . . . . . . . . . . 12
Construction Monitoring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13
EVALUATION LIMITATIOtiS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14
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HCI Consulting Geotechnical Engineers b Geologists
' RE['ORT
Geotechnical Engineering Evaluation
~ Sullivan Park Assisted Living Facility
SE Corner of 4th Avenue & Adams Road
Spokane, Washinbton
INTRODUCTION
Howard Consultants, Ine. has coinpleied the autiiorized geotechnical engineering
evaluation for the proposed 44 unit Sullivan Park Assisted Living Facility to be constructed on
Adams Road just south of 4th ,Avenue in Spokane, Washinoton. The purpose of the evaluation
, was to assess the soil and geologic condicions within the proposed development area and to
provide ceotechnical engineerino recomniendations ~-ith respect to development. To complete
the evaluation of the site we performed the follovving scope of work:
1. Performed a literature search of the cyeolooic and soil engineerino information for
the site and surroundina properties.
2. Perforined a field recon,iaissance of the sieologic and soil conditions for the site
and surroundinQ area.
3. Performed a tield evaluatioii by excavatin~ nine test pits in the proposed
development area. The soils ericountered were visually classified at the time of
excavation and the subsurface profiles were logged. Selected soil samples were
obtained for laboratory testing.
4. Performed laboratory tests to assess soine of the soil enjineerin-a properties of
selecced soil samples.
5. Performed en~,ineerinb analyses and prepared recommendations to assist project
plannina and desi~n.
6. Prepared this summary report of our findings.
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HCI - ti Consulting Geotechmcal Engineers bz Geologists
SULLIVAN NARh ASSISTED LIVIhG FACILITY - Srok;inC, 'A'a.hinbtun
Prc~ject No. S0397-0110
, P:ibe 2
PROf'OSED CONSTRUCTION
It is our understanding based on your transmittal and con~,ersations with you that the
proposed Sullivan Park Assisted Living Facilit_y will consist of an approximate '11,600 square
feet, two-story, wood-frame structure. The strLIcture vvill be supported by continuous wall
~ footings and individual spread column tootinos. The ground floor of the structure will be
. concrete slab-on-grade construction. The structural loads are reported to be a maximum of 60
kips per column, and 2,500 pounds per lineal foot for continuous strip footings. Asphalt
, driveways and parl:ing areas vvill be coristructed to access che facility. If the new facility is
- planned to be of similar cyround floor elevation as tiie existing facility, much of the site will
require a moderate amount of cut, removirlg mucli of the exiscino till soils.
EVALUATIOti' PROCEDURES
Nine test pits were excavated in the proposed developinent area. The approximate
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locations of the test pits are shown on Plate 1, Site Schematic. The locations of the test pits
\vere established in the tield by taping and paciilo from existing soutliwest and southeast property
corners. The field work was performed by a geotechnical enoineer from our office on March
2?, 1995.
The test pits were excavated by a Case 580K extendable backhoe with a standard 24-
inch wide bucket equipped with standard soil excavation teeth. The soils encountered were
- visually classified and the subsurface profiles were logged. The in-situ density and moisture
content of the soils encountered were ineasured usirio nuclear derisometer. Selected soil samples
were obtained for laboratory testing.
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HCI Consulting Geotechnical Engineers & Geologists
SULI.IVAti' f'nltK ASSISTCD L(VING FACILITY - Siwkane, Wa,hington
Prc~jCCt No. S0397-01 10
PebC 3
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The test pits were backfilied ancf compacted to approxiniately ineasured in-situ density
by the backhoe at the conclusion of the feld evaluation. The bachhoe attempted to compact the
~backfill to near the natural density. The backfill may consolidate and settle wich time. The test
pits should be re-located at the tlme of construction to assess thelr potential >>npact on the
foundations and pavements and proofrolled prior to constructioii.
SURFACE C01'DITIONS
The proposed structure is to be located on the east side of Adams Road just south of
the intersection with 4th Avenue in Spokane, 'A'aslii►iDtoii. The site was bordered on the SW
by Adams Grade School, on the east by tlie existing Suiliva» Park Care Facility, on the north
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by undeveloped ground, and by Adacns Road on the west. Specifically, the site is located in the
southwest of the northeast of Section 23, Township ?S North, Ranae 44 F-ast, Willamette
Meridian.
Maximum relief across the development area was approximated at to 3 feet. The
ground surface was liummocky ancl generall_y sloped sliolitly to the west. Fill soil was
encountered at the ground surface. Ve~etation consistec~ of sparse grasses and weeds.
SOIL AND GEOLOG IC CONDITIO\`S
The U.S.D.A. Soil Conservation Service (SCS) in the Soil Survey of Spokane has
mapped the soil on the site as the Garrison oravelly loam. The Garrison gravell_y loam typically
consists of silty gravel overlying sandy gravel and is indicated to be very deep. The Garrison
soils were formed in glacial outwash witli mantles of loess and volcanic ash. The soil is
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HCI ~~r Consulting Geocechnica) Engineers b Geologists
SULLIVAy f'ARK ASSISTED LIVING FACILITI' - Srx,kanc, Waxhington
f'ro.jCct Nc>. S0397-0110
~ PebC 4
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reportedly characterized as having rnoderate to higii peri»eabiiity (2.0 to greater than 20.0 inches
: per hour), being well drained, and Iiaving slow runoff. The soil has a low shrink/swell
" potential. The pH of the soil reportedly ranges from 5.6 to 7.8. The corrosive potential of the
soii is considered moderate for uncoated steel anci low for concrete.
_ The geologic conditions in the proposed developme»t area were mapped by the
Washington State Division of Geology and Earth Resources in "Geologic Map of the Spokane
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1:100,000 Quadrangle, Washinaton and Idaho" by Nancy Joseph, November 1990. The
. geologic mapping indicates that the site is underlain by Pleistocetle flood deposits consisting
primarily of boulders, cobbles, gravel and sand wicii varyiiig amounts of silt. Our site
exploration generally confirms this mapping.
SUBSURFACE CONDITION'S
Fill was encountered at the oround surface in all nine test pits. The till consisted of
dark grey and dark brown silty cravel with sand in a medium dense and moist condition. The
fill ranged in thic}:ness from 0.8 to 4.5 feet.
Topsoil was encountered below the till in all nirie test pits. The topsoil was black
silty sand with some Qravel and with some oroanics. The topsoil w•as rnedium dense and moist,
and extended from 1.8 to 5.6 feet below the existine oround surface.
Below the topsoil, silty gravel with sand alluviui» was encountered. This material
was generally red-brown to orange-brown, medium dense a»d moist to wet. The silty gravel
with sand extended from 4.0 to 9.2 feet below the existing g-round surface.
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HCI ~~•i Consulting Geotechnica) Engineers 6 Geologists
SULLIVAN f'Af2K ASSISTED L(VING FACILITY - Src)kanC, Washinbtan
Pro>jcct No. 50397-01 10
Pagc 5
The silty gravel with sancl soil was underlairi by brcy and grey-brown sandy gravel
in a medium dense to dense and moiSt condition. All but two of the test pits terminated in the
~ sandy gravel at a maximum depth of 9.5 feet below the existing ground surface. The other two
were terminated in the silty oravel.
~ Ground water was not encountered at the ciine of the field evaluation. It should be
noted that the elevation of the water table will vary wich seasonal changes in precipitation,
infiltration, irrigation and other factors and may occur within the depths explored.
Detailed descriptions of the subsurface conditions encountered in the test pits are
presented in Appendix A. Plate Unifed Soil Classification Systein can be used to interpret
the terms used on our exploration logs and tliroughout this report. Subsurface conditions may
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vary between test pit locations. These changes in conditions would not be apparent until
construction. If the subsurface conditions change froin chose observed in the test pit locaeions,
, the construction timing, plans and costs may change.
LABORATORN' TESTI?~`G
Selected soil samples werP tested to assess the gradatiori, maximum dry density,
optimum moisture content, minimum density, pH and resistivity and California Bearing Ratio
(CBR). The gradations of the fill material and the native red to orange-brown silty gravel with
sand are presented on Plates 3 and 4, Sieve Analysis Results. The maximum dry density and
optimum moisture content were assessed in general accordance with ASTM D-1557 (Modified
~ Proctor) for the same two soils. The results are preseiited on Plates 5 and 6, Proctor Test
Results. The pH and resistivity of the soil obtained at 4 to 5 feet in TP-S, were measured to be
HCI Consulcing Geotechnical Englneers b Geologists
SULLIV.qN f'nRK ASSISTCD LIVING FACILITY - Src)k:,nC, Wa.hington
13r<~jCC:t No. S0397-0I 10
PabC 6
6.2 and 4543 ohm-cm, respectively. The CaR analysis was periorilied on a sample of the fill
material, and the resulting CBR value was assesseci to be 18.2. The CBR plot is presented on
Plate 7. The informacion gained from the laboratory testinc) was utilized in our calculations to
support our geotechnical engineering recoinmendations.
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CONCLLSIQn'S/RECONU1'1 E\iDAT101'S
, It is our opinion that the site is suitable for the proposed assisted living facility
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development with respect to the explored soil and geologic conditions. The following
~ recommendations are presented to assist t}ie planning and desian of the proposed 44 unit Sullivan
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Park Assisted Living Facility project. Our site developinent recommendations are based on our
field and laboratory w•ork and our past expzrience with si,nilar soil arid geologic conditions in
~ the vicinity and our understandino of tlie proposed construction.
For the purposes of this report we assLl»>e that tlle proposed facility v%•ill be of similar
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finished ground floor elevation as the existing facility. This will result in a moderate amount
oi excavation and the reinoval of one to four feet of tlie existina till soils. The topsoil under
the fill was not stripped prior to the placeinent of ttie existing fill soils.
We recommend that the fill and topsoil be rzmoved from the proposed building
footprint down to the orange to red-brown silty aravel with sand native soils. The existing fill
soils may be stockpiled and re-used as structural fill to bring the building pad to required
subgrade elevation. All footings must bear on undisturbed native soil or structural fill.
We understa.nd the owner may not wish to reinove all of the existing, fill and topsoil
which covers the building footpririt and the site. The topsoil ranges in thickness from 2.5 feet
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HCI ~~~'r• Consulting Geotechnical Engineers & Geologists
- SULLIvAN PnRh nSSIS"T'ED LIVING FACILITY - Srx)kanC, Wdshinbtun
Prc~jr,ct Nc>. S0397-0110
PagC 7
to 4.0 feet across the site. It should be understood that the eventual decay of organics and the
low density of the topsoil may cause settleinerit, resLiltillg ;n a reduced effective design life of
the pavements and conerete slab-on-grade floors. We assu,ne that the organic content of the
existing topsoil is approximately 2 co 5 percent as reporced in the USDA Soil Conservation
Service soil survey for the Garrison type soils. We anticipate that over the design life of
pavements, typically 20 years, up to 25 percent of the organics may decay resulting in
settlements on the order of 0.20 to 0.30 inches. We anticipate that over the design life of floor
slabs, typically 50 years, up to 50 percent of the organics inay decay resultino in settlements on
the order of 0.30 to 0.45 inches. These floor slab settlei-nents ass<<me no topsoii is removed for
building construction. We estimate that the differential settlement between the footings and the
' floor slabs will be on the order of 0.20 to 0.40 inches if no topsoil is removed in the floor slab
areas.
Site Preparation
After the site has been cleared a»d graded to required subarade level, the upper 12
inches of the exposed soil should be scarified, moisture conditioiied and compacted to a
minimum of 92 io of the maximum dry density as determiiied by AS7'M D-1557 (Modified
Proctor) prior to construction or the placement of structural fill. This coinpaction should help
identify soft spots or fill areas which should be excavated and replaced. Also, prior to
compacting the subgrade, ageotechnical engineer should review site conditions to attempt to
identify any existing fill areas.
~
HCI Consulting Geotechnical Engtneers & Geologists
SULLIVAN f'AkK ASSIS'('CU LIVING FACILITY - Srx)k:ine. Wa.hington
f'rc~lact No. S0397-01 10
PabC 8
Ekcavation Characterist ics
The on-site soils may be excavated with conventional soil excavation equipment. If
excavations are greater than four feet deep, such as in the case of footing excavations or utility
trenches, we recommend that the teiiiporary excavations be sloped at 1.5:1 (horizontal to
vertical) in conjunction with OSHA regula[ions and local codes. The gravel soils tend to cave
easily when excavations exceed four feet in depth.
Structural Fill
We separate fill into two categories; structLiral fill and non-structural fill.
Structural fill is defined as fill w•hich underlies, or is situated within five feet of, building or
pavement areas. Non-structural fill is fill which is at least five feet outside of buildina and
pavement areas. Structural fill sliould consist of GW, GP, GM, SW, SP, or SM soil as
designated by the Unified Soil Classification System, Plate 2.
Structural fill should be placed in eight-inch-thick, loose lifts at near-optimum
moisture content and compacted to a minimum 92r'~ of the inaxiilium dry density as determined
bv ASTM D-1557 (Modified Proctor). Non-structural till sfiould be placed in twelve-inch-thick,
loose lifts and compacted to at least 85% of the maximum dry density as determined by ASTM
D-1557 (Modified Proctor). The on-site native and till soils appear ►o be suitable for use as
structural fill. It will be necessary to dry back or »>oisture condition these soils to near optimum
moisture content before placin~ and compacting thein as structural fill. We recommend a large,
smooth-drum, vibratory roller be used for compaction.
~
•'{•'t Consulting Geotechnical Engineers b Geologists
HCI
SULL(VAN PARK ASSIS'I'CU LIVING (7/1CIL1'fl' - Src)k;tnc;, Wa.hinbton
Projr,ct Nc>. S0397-0110
PabC 9
Fou ndation Design
We recommend that the proposed structure be supportecl by conventional colurnn and
continuous spread footings. The foundatiotis shoLIld bear on naiive red to orange-brown silty
gravel with sand soils or on compacted structural fill soils. After the foundation trenclies are
excavated in the native or structural fill soils, the upper 6 iiiches of exposed soil should be
compacted to densify loose soil caused by excavatioii activities prior to the forming of footings
or placement of concrete.
All foundation bearing sLirfaces should be free of loose soil, fill, and debris. Exterior
footings should bear at least 36 inches below the excerior eroucid surface to protect a~ainst frost
action. The continuous spread foundations for the structure should be a minimum of 16 inches
wide. We recommend that continuous and isolated interior foundations for the structure be
designed based on a maxiinum ailowable bearing pressure of 3.500 pounds per square foot (pso.
The allowable bearing pressures rnay be increased by up to 30 % to account tor transient live
loads such as wind or seismic. Based on these recom>nendations, we are of the opinion that total
and differential settlements will be on the ordef of ~/3 incti and one-half incll over a 50-foot
span, respectively.
Concrete Slabs-On-Grade
We recommend that the upper 12 inclies of subgrade soil underlyino concrete slab-on-
grade floors be compacted to at least 92% of the inaximurn dry density as determined by ASTM
D-1557. The concrete slab-on-grade floors should be underlain by at least 4 inches of 5/8-inch-
minus, well-graded, crushed sand and gravel base course with less than 8% passing the #200
~
HCI Consult►ng Geotechnical Engineers & Geologists
SULLiVAN PARK ASSISTED LIVING F11CIL1'rY - Srx)k.+nc, Wn.hington
Nrc~Jcrt Nu. S0397-0110
Pase 10
sieve. The base course will provide structural support, a leveling coLirse and inoisture protection
for the slab. The base course should be compacteci to at least 92% of the maxirnum dry density
as determined by ASTM D-1557 (Modified Proctor). The slabs should be designed for the
anticipated use and loading.
Additional moisture protection may be provided beneath tfie concrete slab-on-grade
floors in critical areas of the building. This should consist of a 2-inch-thick layer of clean
coarse sand covered by thick polyethylene sheeting covered with an additional 2-inch-thick layer
of clean coarse sand. This barrier should be placed bet,-veen the base course znd the concrete
slab-on-grade floors. Although these recominendations are used, water vapor migration through
the concrete floor slab is still possible. Floor coveririg shoilld be selected accordingly.
Manufacturer's recommendations should be strictly followed.
Lateral Earth Pressures
Below-grade walls should be desigiied to resist lateral earth pressures. We
recommend the lateral earth pressures be calculated usino an equivale»t fluid pressure (efp) of
55 pounds per cubic foot for the at-rest case (no wall nmoveinent), 35 pounds per cubic foot for
the active case (wall movement away froin soil mass) and 300 pounds per cubic foot for the
passive case (wall movement towards soil mass). A coeffiicieiit of friction between the sand soils
and concrete of f, = 0.4 should be used for retainina wal] desion. The above equivalent fluid
pressures assume that the wall is drained and that there are no liydrostatic forces acting on the
~
HCI Consulting Geotechnical Engineers b~ Geologists
SULLIVAN PnRK ASSISI'ED L1VIh'G FACILITI' - Srx)kanC, Wdshinbton
Prc~jCCt Nv. S0397-01 10
Pabc II
wall. We recommend that the tilalis be drained so thitt Iiydrostatic forces do not affect the walls
and to minimize the potential for leakage or seepaoe. Examples of wall drainaoe systems are
presented on Plate 8.
Seismicity
The proposed development site is located within Zone 2B in the 1994 edition of the
Uniform Building Code. Zone 2B corresponds to an eartliquake of intensity VII on che Modified
Mercalli scale or approximacely 5.5 on che Richter scale. A soil coefficient of S2 as indicated
in Table 16-J of the 1994 UBC, should be used for seismic design.
Pavement Design
Subgrade soils for the pavement areas will likely be existin~ dark grey to dark brown
silty ~ravel with sand fill soils. We recommend ttiat the upper 1? inches of subgrade soil
underlyino- the pavement section be moisture conditioned, proofrolled, and compacted to at least
92 ro of the maximum dry denSity as determined by .ASTM D-1557. The proofrolling will help
delineate any "soft" spots that may require sub-excavation and recompaction. The pavement
section should be desi~ned to resist frost action and facilitate draina~e b~~ utilizing a base course
material consisting of 5/8-inch-minus, well-graded, crushed sand and gravel, v~~ith no more than
8% passing the #200 sieve. The base course should be coinpacted to at least 92% of the
maximum dry density as determined by ASTM D-1557 (tilodified Proctor). Our pavement
HCI Consulting Geotechnical Engineers & Geologists
SULLIVAN 1'AItK .1SSIS'ff:D LIVING FACILI"('Y - Sp<~kanc, Wa,hinbton
ProjCCt No. S0397-01 10
PaLC 12
thickness recommendations for asplialtic concrete and portland cenient concrete are presented
below. Our recommendations are based oil traffic information supplied to HCI by Curry-
Brandaw Archicects.
Desi2n Parameters
• 20 Year Desion
• 1% G rowth Per Year (assu med by H C I)
• 104 Garbage Trucks per year (assI.lmed by HCI)
• 120 Delivery Trucks per year
• 16,425 Passenger Vehicles Per Year (assuined by HCI)
• CBR = 18.2 Dark Grey Silty Gravel with Sand Fill (GM)
• A.C. = Asphaltic Concrete
• P.C.C. = Portland Cement Concrete
• B.C. = Base Course
Flexible Pavement 2.0" A. C. 4.0" B. C.
Rigid Pavemenc (A) 5.5 " P.C.C. 2.0" B.C.
Rigid Pavement (B) 4.0" P.C.C. 4.0" B.C.
Storm NN'ater Drainage and Ground Water-
Development of this site NA,ill alter the run-off and infiltration characteristics of the
site. We recommend that run-otf from the proposed structurz be collected and directed away
from the foundations. Site 2rading should alloNA, for positive drainaRe of surface water away
from the proposed structure. Irrigation should be ininiinized adjacent to the structure.
Garrison type soils are mapped on the site and confirmed bY our subsurface
exploration. The Garrison soils are specificaliy nientioiied in Spokane Countv's storm water
manajement "208" guidelines as soils acceptable for grassed "208" swale-drywell usage without
,
HCI ~ Consulting Geotechnical Ensineers bi Geologists
SULLIVAN PARK nSSISTEU LIVING FACILITY - Spok:uiC, W:+shinbton
Prc~jcct Nu. S0397-01 10
PabC 13
percolation testing in the field. Drywells should be constructeci iio closer than 25 feet from the
structure to reduce the potential for moisture transmission under the concrete slab-on-grade
floors.
Please note that HCI can not be heid responsible if drywells become a future
environmental liability. Future changes in the Washin~ton Departr»ent of Ecoloay's position on
transmitting stormwater into the subsurface via drywells iiiay et'fect property owners whose sites
utilize drywell disposal.
Ground water was not encountered ;n the test pits ae the tiine of the evaluation. We
do not anticipate that ground water will be encountered in the Litility trenches and footing
excavations at the time of construction.
Construction Monitoring
We recommend that Howard Consultants, lnc. be recained to provide construction
monitorina and special inspection services per U BC to veri fy the report recotnmendations have
been followed. The costs for these services are not included in the scope of work for this
evaluation. If we are not retained to provide the recoininended construetion monitorina services,
we cannot be responsible for soi] engineering related construction errors or omissions.
At a minimum, we recom,nend that Howard Consultants, Inc. be retained to:
1. Review the soil engineering aspects of the final grading and foundation plans
prior to construction;
2. Observe all earth work operations at the si[e;
3. Monitor compaction of all soil and aogregate fills; and
4. Observe the foundation excavatioiis.
Consulting Geotechnical Engineers b~ Geologists
HCI
SULLIV.AN PARK ASSISTED LIVING FACILITY - Src)ksnC, W:►,hinbtvn
Projr,ct No. S0397-01 10
PagC 14
EVALLJATIC)N LIMITA'['IOh'S
This report has been prepared to assist the plannina atid desion of the Sullivan Park
Assisted Living Facility to be located on Adams Road in Spokane, Washington. Our services
consist of professional opinions and concl«sions made in accordance with generally accepted
geotechnical engineering principles and practices. This acknowledgement is in lieu of all
warranties either expressed or implied.
The following plates accompany and complete this report:
Plate 1 - Site Schematic
Plate 2- Unified Soil ClassiFicacion System
Plate 3- Sieve Analysis Results (Silty Gravel) - Fill
Plate 4- Sieve Analysis Results (Silty Sand With Gravel) - Native
Plate 5- Proctor Test ResLIlts (Dark Grey-Brown Silt), Gravel with Sand) - Fill
Plate 6- Proctor Test Resulcs
(Red to Orange-Brown Silty Gravel with Sand) - Native
Plate 7- CBR Results (Dark Grey-Brown Silty Grave] with Sand) - Fill
Plate 8- Wall DrainaQe Systems
Appendix A- Test Pit Loos
~
`~?•1 Consulting Gcotechnical Englneers h Geologists
HCI
_ 4 ~H ~■r* ,
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SITE SCHEMATIC
HCI Howard Consultants, Inc.
NTS '
PLATE 1
i
MAJOR DIVISIONS SYMBOL TYPICAL NAMES
GW Well-Graded Gravel,
CLEAN Gravel-Sand Mixtures.
I GR.AVELS
GP Poorly-Graded Gravel,
Gravel-Sand Mixtures.
o GRAVELS
GM Silty Gravel, Gravel-
GRAVELS Sand-Silt Mixtures.
WITH
FINES GC Clayey Gravel, Gravel-
COARSE Sand-Clay Mixtures.
. GRAINED
SOILS SW Well-Graded Sand,
CLEAN Gravelly Sand.
SANDS
SP Poorly-Graded Sand,
Gravelly Sand.
SANDS
SM Silty Sand,
SANDS Sand-Silt Mixtures.
WITH
FINES SC Clayey Sand,
Sand-Clay Mixtures.
ML Inorganic Silt, Silty
or Clayey Fine Sand.
SILTS AND CLAYS
Inorganic Clay of Low
LIQUID LIMIT CL to Medium Plasticity,
LESS THAN 50% Sandy or Silty Clay.
OL Organic Silt and Clay
FINE of Low Plasticity.
GRAINED
SOILS Inorganic Silt, Mica-
MH ceous Silt, Fine Sand
I SILTS AND CLAYS or Silt, £lastic Silt.
LIQUID LIMIT CH Inorganic Clay of High
GREATER THAN 50% Plasticity, Fat Clay.
OH Organic Clay of Medium
to High Plasticity.
I
~
Highly Organic Soils PT Peat, Muck and Other
Highly Organic Soils.
Y
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UNIFIED SOIL CLASSIFICATION SYSTEM
ASTM D-2487, Standard Classification of Soils
For Engineering Purposes
` HCI 4 Howard Consultants, Inc.
.
PLATE 2
U.S. STIWOLARD SIEVE SIZES
O O
O tD O 0 O O
`Q' ~ n tn ~ N
100 0
I gp 10
~
~ 0 80 20 Q
/ W
~ ~ ~o 30 Z_
~ - ~
Q so _ ~ _ 40 W
~ ~o so
w
U 40 gp W
ry U
W 30 70 (Y
1
n Li
\ ^
~
20 80
10 - 90
p ~ , 100
10 1 0.1 0.01 0.001
GRA ~l S ZE ( \ICH ES)
PROJECT NAME: Sullivan Pork Assisted Living Focility
I PROJECT NO.: S0397-0110
DATE: March 23,1995
SAMPLE LOCATION: Test Pit #2
~ SAMPLE DESCRIPTION: Dark grey silty gravel with sand (GM).
} PERCENT PASSING 4: 39.9ss
PERCENT PASSING 200: 16.5%
TEST ME7HOD: AS M D-422, D-1 140, D-421
~ REFERENCE NO.: SL1014
w REMARKS/DEVIATIONS: 6.8ss in-situ moisture content.
S EVE A\A-YS S RES,-,, __S
A*,
HCI Howard Consultants, Inc.
-
PLATE 3
U.S. STM1DARD SIEI/E SIZES
O O
O co O O O O
U-) N
ioo i o
90 r------ 10
~
~
~ 0 80 20 Q
/ W
~ 70 30 ~
~ U) Q
Q 60 ~ 40 `
n W
~
~ 50 50
W
U 40 \ 60 LJ
LL1 30 70
~
n W
~ n
20 80
I ~ p ~ ~ -
90
p , ~ ~ ~ ~ , , f- 100
: 10 1 0.1 0.01 0.001
GRA ~ S ZE (\CH ES)
PROJECT NAME: Sullivan Park Assisted Living Facility
I PROJECT NO.: S0397-0110
DATE: March 23,1995
SAMPLE LOCATION: Test Pit #8
~ SAMPLE DESCRIPTION: Orange brown silty gravel with sand (GP-GM).
_ PERCENT PASSING 4: 23.0ss
= PERCENT PASSING 200: 9.1%
: TEST METHOD: AS M D-422, D-11 40, D-421
REFERENCE NO.: SL1014
REMARKS/DEVIATIONS: lO.Oss in-situ rnoisture content.
S EVE A\A-YS S RES,-, ,_S
HCI Howard Consultants, Inc.
~
PLATE 4
s
1 40 ^ 135
v
0
o \
13 0
~
U `
° m 125
:D
U
~ ,2o v
w ~
a- 115
cn
0
Z 110 ~
o ~
105
~ 100 .
V)
z
w g5 ~
°
c~ 90
~
a
~
8 0 -rrrT -rm- -m-r-
0 5 10 15 20 25 30 35 40 45
WATER CONTENT (PERCENT)
{
PROJECT NAME: Sullivan Pork Assisted Living Facility
PROJECT N0: S0397-0110
~ DATE: March 24, 1995
SAMPLE LOCATION: Test Pit #2
SAMPLE DESCRIPTION: Dark grey silty~~gravel with sand (GM).
~ TEST PROCEDURE: aSTM D- ~f 557. METHOD: C, Modified
~ MOISTURE CONTENT: 8.5%
DRY DENSITY: 130.5 PCF
REFERENCE NO.: SL1014
~ REMARKS/DEVIATIONS: 34.8ss retained on 3/4 inch sieve.
PROC-OR -E S- RES,_-s
,
HCI ~~Howard Consultants, Inc.
PLATE 5
1 40
~ 135 ~
I °o
13 0
o U ~
::D 125
U
~ 120 ~
115
~
0
~ ~110 ~
0 ~
~ 105
I
~ 1oo ,
cn
z
L'j 95
0
~
~ .
o 90
~a
85 a
~
80
0 5 10 15 20 25 30 35 40 45
~ WATER CONTENT (PERCENT)
PROJECT NAME: Sullivon Park Assisted Living Focility
f PROJECT N0: S0397-0110
DATE: March 24, 1995
SAMPLE LOCATION: Test Pit #8
~ SAMPLE DESCRIPTION: Orange brown siltyD:gravel with sand.
} TEST PROCEDURE: ASTM D-1557, METHO C, Modified
MOISTURE CONTENT: 7.5%
DRY DENSITY: 133.0 PCF
= REFERENCE NO.: SL1014
w
" REMARKS/DEVIATIONS: 47.7ss retained on 3/4 inch sieve.
PROC-OR - E S- RES,-,.--s
HCI , Howard Consultants, Inc.
~
PLATE 6
CALIFORNIA E3EARING R,\?IO DATA SHEET T
Ptojc.ct S u 11 iv.-ia n,-rk S a m p Ie No. (;r, t r, 14
Sourcc TP-2 1ob No. s0~:397-01>n
Dcpth 0.5 f-_et Sampled by DEP
Location n/a Date Sampled
Identification Date Received
~
Liquid Limit n/a MO[STURE-DENSITY CURVE
Plastic Limit n / a
~ Plasticity Index n/a Method ASTM D-1557 C, Modified
, Specific Gravity ~ 2- 5 0 Max. Dry Wt. 110 .5 #/Cu.Ft.
Texture Classification Opcimum Moisture 8• 5%
I Soil Classification n a,- czt~ r r a~~~ 1 w z t:~ s a n d.
Test Dry Density =12 5. 4 PCt( G 6. G~~ o ti 3)0
CBR = 18•2 qo ~
Test Specimen molded at 8 - o % moisture (optimum)
Test Performed at 1 n moisture
Remarks
I Overburden Pressu_e osf
Measured Expansic^ _ 0.1, =
~
CBR CURvE
. i ~
• ~ ~
800r
~ . . . ! s , j .
~ . . . ~ : ~
~
700-~
6W
Load (psi)
. , , . . , ~
'
500
, . ~ . , . ,
~0
4W
~
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300
200
r
w
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~
j~/~
iW
. ' ~ ~ . . ~ . . ~ . '
r
1 ~ • : ~ ~ •
0 ~
p 0.1 0.2 0.3 C1.4 0.5
Penetrometer (inches)
HCI 4 Howard Consultants, Inc.
r
PLATE 7
: • : ~ ~ ,
- "v
12 INCH MINIMUM
CLEAN DRAIN RDCK 1'-2' SIZE
o WATERPROOFING
i ~
NON-WOVEN FILTER FABRIC
MIRAFI 140N DR EQUIVALENT
4 INCH DIAMETER
. . ,o.. . . o ~ . o ~o 0. -o o. - PERFDRATED PVC PIPE
: .o~. • . , . . o~, , p
° o~ 12 INCH MINIMUM
° o *
6 INCH MAXIMUM
. , ~
~ WATERPROOFING
GEOCELL (MIRADRAIN OR EQUAL)
NON-WOVEN FILTER FABRIC
MIRAFI 140N OR EQUIVALENT
0 4 INCH DIAMETER
, ~ , ~ • v.
° PERFORATED PVC PIPE
1'-2' DRAIN RDCK
~ .
WALL DRAtNAGE SYSTEM
HCI ~ Ho«'ard Consultants, Inc.
.
PLATE 8
i_
- APPEIOTDIX A:
- TEST PIT LOGS
,
HCI Consulttng Geotechnical Englneers b~ Geologists
~
EXPLORATORY TEST PIT #1
o SULLIVAN PARK ASSISTED LIVING FACILITY
' 4th Avenue & Adams Road
Project No. S0397-0110
DEPTH SOIL SOIL
(Feet) CLASS DESCRIPTION
~ 0.0 - 2.0 SP/GP Gravelly SANTD with minor Sil[ (Fill) - Grey brown, medium
dense, moist.
~ 2.0 - 3.8 SM Silty SAN-D with Gravel (Topsoil) - Black, medium dense,
moist with some roots and organics.
3.8 - 6.3 GP-GM Silty GRAVEL with Sand (Alluvium) - Red brown, medium
dense, moist, boulders to 12 inches in size.
6.3 - 7.5 GP Sandy GRAN'EL (Ailuvium) - Grey, dense, moist.
Excavated on March 22, 1995.
No ground water encountered.
Test pit terminated at 7.5 feet below natura] ground level.
I
~
~
U
ui
HCI Howard Consultants, Inc.
PLATE
_ a
EhPLORATORY TEST PIT #12
,
o SULLIVAN PARK ASSISTED LIVING FACILITY
4th Avenue & Adams Road
~
. ;
Project No. S0397-0110
f
DEPTH SOIL SOIL
I (Feet) CLASS DESCRIPTION
0.0 - 3.5 GM Silty GRAVEL with Sand (Fill) - Dark brown, medium dense
to dense, moist. Dry density at 2' = 132 pounds per cubic
foot at 9.2 % moisture.
3.5 - 4.6 SM Silty SAN~D with some Gravel (Topsoil) - Blacl:, medium
dense, moist with orcanics. Dry density at 4' = 105 pounds
per cubic foot ac 16. 2% moisture.
4.6 - 9.2 GP-GM Silty SAnrD with Gravel (Alluvium) - Red brown, medium
, dense, moist to wet, boulders to 24 inches in size.
~
Excavated on March 22, 1995.
No ground water encountered.
' Test pit terminated at 9.2 feet below natural ground level.
IBulk sample taken at 0. 5' - 1. 5' .
~
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~
~
Y
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u
HCI * ~ Howard Consultants, Inc.
.
PLATE
i
i; EXPLORATQRY TEST PIT #f3
~I T
~ SULLIVAI~ PARK ASSISTED LIVLNG FACILITY
4th Avenue & Adams Road
Proj ect No. S0397-0110
r
DEPTH SOIL SOIL
(Feet) CLASS DESCRIPTION
0.0 - 4.2 GM Silty GRAVEL with Sand (Fill) - Dark brown, medium dense
to dense, moist. Dry density at 2.5' = 123 pounds per cubic
foot at 9.9% moisture.
4.1- - 5.3 SM Silty SANjD with some Gravel (Topsoil) - Black, medium
dense, moist with organics. Dry density at 4' = 119 pounds
per cubic foot at 11.257c moisture.
5.3 - 9.1 GP-GM Silty GRA'4'EL with Sand (Alluvium) - Red brown, medium
dense, moist to wet, boulders to 24 inches in size.
J
Excavated on March 22, 1995.
No ground water encountered.
Test pit terminated at 9.1 feet below natural ground ]evel.
~
a
~
~
~
~
HCI ; Howard Consultants, Inc.
PLATE
EXPLORATORY TEST PIT #4
o SULLIVAN PARK ASSISTED LIVING FACILITY
4th Avenue & Adanis Road
.
~
~ Project No. S0397-0110
~ DEPTH SOIL SOIL
(Feet) CLASS DESCRIPTION
0.0 - 0.8 GM Silty GRAVEL with Sand (Fill) - Dark brown, medium dense
to dense, moist.
0.8 - 1.8 SM Silt_y SANID with some Gravel (Topsoil) - Black, medium
dense, moist with organics.
1.8 - 4.0 GP-GM Silty GRAN'EL with Sand (Alluvium) - Red brown, medium
dense, moist to wet, boulders to 24 inches in size. Dry density
at 2.3' = 105 pounds per cubic foot at 13.1 % moisture.
; 4.0 - 9.5 GP Sandy GRAVEL with minor Silt (Alluvium) - Grey brown,
dense, moist, and boulders to 12 inches in size. Dry density
at 4.5' = 120 pounds per cubic foot at 7.7% moisture.
~ Excavated on March 22, 1995.
No ground water encountered.
1 Test pit terminated at 9.5 feet below natural ground level.
~
~
,
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w
: i
HCI ~ Howard Consultants, Inc.
.
PLATE
~
, EXPLORATORY TEST PIT #5
o SULLIVAN PARK ASSISTED LIVING FACILITY
4th Avenue & Adams Road
~ Project No. S0397-0110
; DEPTH SOIL SOIL
(Feet) CLASS DESCRIPTION
0.0 - 3.0 SM Silty SAnTD with Gravel (Fill) - Dark grey, loose, moist, with
some roots and or~anics. Dry density at 2' = 107 pounds per
cubic foot at 18.0 % moisture.
3.0 - 4.0 SM Silty SAN7D with some Gravel (Topsoil) - Black, medium
dense, moist with organics.
4.0 - 4.8 GP-GM Silty GRAN'EL with Sand (.411uvium) - Orange brown,
medium dense, moist. Dry density at 4.5' = 117 pounds per
cubic foot at 16.0~'o moisture.
,
,
4.8 - 9.0 GP Sandy GR4N'EL witli miiior Silt (Alluvium) - Grey brown,
dense, moist, and boLilders to 18 inches in size.
~ Excavated on March 22, 1995.
No ground water encountered.
. Test pit terminated at 9.0 feet below natural ground level.
}
~
~
,
iw
>
HCI Howard Consultants, Inc.
.
PLATE
EXPLORATORY TEST PIT #6
u
o SULLIVAN PARK ASSISTED LIVING FACILITY
4th Avenue & Adams Road
~ Project No. S0397-0110
_ a
DEPTH SOIL SOIL
(Feet) CLASS DESCRIPTION
0.0 - 2.5 GM Silty GRAVEL with Sand (Fill) - Dark clyrey, loose, moist,
with some roots and or~anics.
2.5 - 4.0 SM Silty SAND with some Gravel (Topsoil) - Black, medium
dense, moist with or2anics.
4.0 - 6.3 GP-GM Silty GRAVEL "lith Sand (Alluvium) - Orange brown,
mediuin dense, moist, boulders to 24 inches in size.
6.3 - 9.5 GP Sandy GRAVEL with minor Silt (Alluvium) - Grey brown,
J
J dense, moist.
I Excavated on March 22, 1995.
No ground water encountered.
Test pit terminated at 9.5 feet below natural ground level.
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HCI Howard Consultants, Inc.
~
PLATE
f
- EXPLORATORY TEST PIT #7
~ SULLIVAN PARK ASSISTED LIVLNG FACILITY
, 4th Avenue & Adams Road
~ Project No. S0397-0110
' DEPTH SOIL SOIL
(Feet) CLASS DESCRIPTION
0.0 - 4.5 GM Silty GRAVEL with Sand (Fill) - Dark brown, medium dense
to dense, moist. Dry density at 1.8' = 129.3 pounds per cubic
foot at 9.2 % moisture. Dry density at 3.8' = 124.2 pounds
per cubic foot at 10.8% moisture.
4.5 - 5.6 SM Silty SA?~D with some Gravel (Topsoil) - Black, medium
dense, moist with or2anics.
5.6 - 8.0 GP-GM Silty GRAVEL with Sand (Alluvium) - Red brown, medium
dense, moist to wet, boulders to 24 inches in size.
' 8.0 - 9.0 GP Sandy GRAN'EL with minor Silt (Alluvium) - Grey brown,
- dense, moist, boulders to 18 inches in size.
i
Excavated on March 22, 1995.
No ground water encountered.
~ Test pit terminated at 9.0 feet below natural ground level.
;
~
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U
HCI Howard Consultants, Inc.
~
PI ATF
- EXPLORATORl' TEST PIT #8
o SULLIVAN PARK ASSISTED LIVING FACILITY
4th Avenue & Adams Road
71
; Project No. S0397-0110
~
DEPTH SOIL SOIL
(Feet) CLASS DESCRIPTION
0.0 - 2.5 GM Silty GRAVEL with Sand (Fill) - Dark brown, medium dense
to dense, moist.
2.5 - 4.0 SM Silty SANTD with some Gravel (Topsoil) - Black, medium
dense, moist .vith organics. Dry density at 2.5' = 106.5
pounds per cubic foot at 17.1 % moisture.
4.0 - 6.0 GP-GM Silty GR.AVEL with Sand (Alluvium) - Red brown, medium
dense, moist to wet, boulders to 24 inches in size. Dry density
at 4.4' = 118.2 pounds per cubic foot at 12.8% moisture.
6.0 - 8.8 GP Sandy GR,4N'EL with minor Silt (Alluvium) - Grey brown,
dense, moist, boulders to 18 inches in size.
~ Excavated on March 22, 1995.
No ground water encountered.
1 Test pit terminated at 8.8 feet below natural ground level.
: Bulk sample taken at 4.0' - 5.0' .
~
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HCI Howard Consultants, Inc.
PLATE
EXPLORATORY TEST PIT #9
o SULLIVAN PARK ASSISTED LIN'LNG FACILITY
. 4th Avenue & Adanls Road
2 Project N0. S0397-0110
~ f
" DEPTH SOIL SOIL
(Feet) CLASS DESCRIPTION
0.0 - 2.9 GM Silty GRAVEL with Sand (Fill) - Dark brown, medium dense
to dense, moist. Dry density at 1.8' = 126.3 pounds per cubic
foot at 8.2 % moisture.
2.9 - 3.8 SM Silty SANrD with some Gravel (Topsoil) - Black, medium
dense, moist A,,ith oroanics.
3.8 - 6.2 GP-GM Silty SAND with Gravel (Alluvium) - Red brown, medium
dense, moist to wet, boulders to 24 inches in size. Dry density
at 4' = 116.6 pounds per cubic foot at 11.2% moisture.
6.2 - 9.0 GP Sandy GRAN'EL with cninor Silt (Alluvium) - Grey brown,
dense, moist, boulders co 18 inches in size.
' I
Excavated on March 22, 1995.
` No ground water encountered.
: I Test pit terminated at 9.0 feet below natural ground level.
~
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HCI Howard Consultants, Inc.
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i -
BOWSTRING METHOD (TEN YEAR STORM DESIGN) sullivanl PROJECT: assisled liv TIME OF CONCENTRATION (minutes)
DETENTION BASIN DESIGN BASIN: ONE
REVIEWER: Tc {overlandasphalt Tc (gulfer) Areas "C" A'C
NUMBER OF DRYWELLS PROPOSED DATE: 14-May-95
1 Single (lype A) 0 Qouble (lype B) CI = 0.15 L2 = 0 imp 0.19 0.90 0.168388
Tolal Area (calc.) (see H1) 0.19 Zi = 12,5 nal 0.00 0 30 0
Time of Conc. (calc ) (see H1) 5.00 L1(A) = 60 Z2 = 12,51andscape 0.00 0.15 0
Camposite'C (calc.) (see H1) 0.90 N(A) = 0.016 B= 0,5 0.00 OAO 0
Time oi Conc. (min) 5.00 S(A) = 0.01 n= 0.016 0.00 0.00 0
Area (Aaes) 0.1870983 s= 0.01 0.00 0.00 0
C' Factor 0.90 Tc (A) = 0.58 d= 0.118 0.00 0,00 0
Impervious Area (sq. fi.) 8150 Tolal A Comp "C"
Volume Provided 208: 340 STORM 340 L1(B) = 0 Tc (gu) = 0.00 0.19 0.90
Outilow (cis) 0.3 N(B) = 0 Tc(A+B) = 0.58
Area' C Facfor 0.17 S(B) = 0 Q=C'I'A= 0.54
Tc(lol.) = 5.00 Q(esl.) = 0,00
p1 #2 #3 !W #5 #6 #7 Tc (B) = 0.0 Inlensily = 3.18
Time Time Infensity Q dev. V in V oul Slorage A= 0.23305
Inc. Inc. WP = 3.4594
(min.) (sec.) (in.lhr.) (cfs) (cu. (1.) (cu, fl.) (cu. it.) R = 0.0674
(#1'60) (A'C'#3) (Oulf.'#2) (#5-#6) V = 1,54
Tc (lotal) = Tc (overlantl) + Tc (gufler) Tc(gu) = 0.00
5,00 300.00 3.18 0.54 215 90.00 125 Tc (overlantl) = Ct'(L1'NfS"0.5)^0.6) 0(esl) = 0.36
' Cl = 0.15
5 300 3.18 0 54 215 90 125 Lt = Lenglh of Overland Flow Holding = 0.00
10 600 2 24 0.38 265 180 85 N= friclion factor of overland flow (,4 for average grass cover)
15 900 1.77 0,30 299 270 29 S= average slope of overland flow
20 1200 1.45 0.24 318 360 •42 Tc (gutter) = Lenglh (fL)Nelocily (it.lsec.)160
25 1500 1.21 0.20 326 450 -124 B= Bolfom widih of gulter or dilch
30 1800 1.04 0.16 333 540 -207 Zt = inverse of cross slope one of ditch
35 2100 0.91 0.15 337 630 -293 22 = inverse of cross slope Iwo of dilch
40 2400 0.82 0.14 345 720 -375 d= deplh of tlow in gulfer (esfimale, check estimaie wilh Flow)
45 2700 0.74 0.12 349 910 -461 Area = d'B+d"2!2'(Zi+Z2)
50 3000 0.68 0.11 355 900 •545 WeUed perimeler = B'd+{11sin(atn(11Z1))+11sin(aln(11Z2)))
55 3300 0.64 0.11 367 990 •623 Hydraulic Radius = R= ArealWelted Perimeier
60 3600 0.61 0.10 380 1080 -700 Velacily = 1.4861n'R".667's^.5
65 3900 0,60 0.10 404 1170 •766 Flow = Velocity'Area
70 4200 0,58 0.10 420 1260 •840 n= 0,016 (or asphall
75 4500 0.56 0.09 434 1350 -916 s= longiludinal slope of guller
80 4800 0.53 0.09 437 1440 -1003
85 5100 0.52 0.09 455 1530 •1075
90 5400 0.50 0.08 463 1620 -1157
95 5700 0.49 0.08 479 1710 -1231
100 6000 0.48 0.08 493 1800 -1307
DRAINAGE POND CALCULATIONS
Required grassy swale pond slorage votume
= Impervious Area x.5 in,l 12 in.lfl, = 340 cu. fi.
provided: 340 cu. fi. OK!
DRYWELL REQUIREMENTS - 10 YEltR QESIGN STORM
Maximum slorago required by 8owslrfng = 125 cu. fl.
provided: 340 cu. fi. OKI
Number and type of Drywells Required = 1 Single 0 Double
i O'/ l I_
BOWSTRING METHOD (TEN YEAR STORM DESIGN) sullivan2 PROJECT: assisled liv TIME OF CONCENTRATION (minuies)
DETENTION BASIN DESIGN , Bl1SIN: two
REVIEWER: Tc (overlancasphall Tc (guller) Areas A'C
NUMBER OF DRYWELLS PROPOSED DATE: 14•May95
1 Single (lype A) 0 Oouble (lype B) Cl = 0.15 l2 = 0 imp 0.11 0.90 0.155992
To1al Area (calc.) (see H1) 0,17 Zt = 12.5 nat 0.00 0,30 0
Time of Conc. (calc.) (see H1) 5.00 L1(A) = 60 Z2 = 12.5landscape 0.00 0.15 0
Composite "C (calc.) (see H1) 0,90 N(A) = 0,016 B= 0,5 0.00 0,00 0
Time of Conc. (min) 5.00 S(A) = 0.01 n= 0.016 0.00 0.00 0
Area (Aaes) 0.1733242 s= 0.01 0,00 0.00 0
C' Factor 0.90 Tc (A) = 0.58 d= 0.118 0.00 0.00 0
Impervious Area (sq. ft.) 7550 Tafal A Comp "C"
Volume Provided 208; 315 STORM 315 Lt(B) = 0 Tc (gu) = 0.00 0.17 0.90
Outilow (cfs) 0.3 N(B) = 0 Tc{A+B} = 0.58
Area' C' Faclor 0.16 S(8) = 0 Q=C'I'A= 0.50
Tc(lot.) = 5.00 Q(esl,) = 0.00
#1 #2 #3 #4 H5 #6 0 Tc (B) = 0.0 Inlensdy = 3.18
Time Time Intensity Q dev. V in V out Slorage A= 0.23305
Inc. Inc. WP = 3,4594
(min.) (sec.) (in,lhr.) (cts) (cu, tl,) (cu. (t.) (cu. ft.) R = 0.0674
(#1'60) (A'C'#3) (Oulf '#2) (a546) V = 1,54
Tc (lolal) = Tc (overland) + Tc (guUor) Tc(gu) = 0.00
5.00 300.00 3.18 0,50 199 90.00 109 Tc (ovorland) = CC(L1'NIS10,5)^0.6) a(QSI) = 0.36
C1= 0.15
5 300 3.18 0,50 199 90 109 L1 = Length of Overland Flow Holding = 0.00
10 600 2.24 0.35 245 180 65 N= fricfion faclor of overiand flow (A (oi average grass cover)
15 900 1.77 0.28 277 270 7 S= average slope oi overiand ilow
20 1200 1.45 0.23 294 360 -66 Tc (guller) = length (fl.)Nelociry (fLlsec.)!60
25 1500 1.21 0.19 302 450 •148 B= Bolfam width of gutfer ar dilch
30 1800 1.04 0.16 309 540 •231 Z1 = inverse of cross slope ane of dilch
35 2100 0.91 014 313 630 -317 Z2 = inverse of cross slope twa of tlilch
40 2400 0.82 0,13 320 120 -400 d= deplh of flow in gutler (estimate, check eslimale wilh Flow)
45 2700 0,74 0.12 323 810 •487 Area = d'B+d^2/2'(Zt+Z2)
50 3000 0.68 0.11 329 900 -571 Welled perimeler = B'd+(11sin(aln(t/Zt))+llsin(aln(11Z2)))
55 3300 0.64 0,10 340 990 -650 Hydraulic Radius = R= ArealWeited Perimefer
60 3600 0.61 0.10 352 1080 •728 VeloCtly = 1.4861n'R^.667'S^.5
65 3900 0.60 0.09 375 1170 -795 Flow = Velocily'Area
70 4200 0.58 0.09 389 1260 -871 n= 0.016 for esphall
75 4500 0.56 0.09 402 1350 -948 s= longitudinal slope of guller
BO 4800 0.53 0.08 405 1940 •1035
BS 5100 0.52 0.08 422 1530 -1108
90 5400 0.50 0.08 429 1620 -1191
95 5700 0.49 0.08 443 1710 •1267
100 6000 0.48 6.07 457 1800 -1343
DRAINAGE POND CALCULATIONS
Required grassy swale pond storage volume
= Impervious Area x.5 in.! 12 in.lfL = 315 cu, fL
pravided: 315 cu. fL OKi
DRYWELL REQUIREMENTS -10 YEAR DESIGN STORM
Maximum slorage required by Bowslring = 109 cu. fl.
provided: 315 cu. fl. OK!
Number and lype af Drywells Required = 1 Single 0 Double
~~b
BOWSTRING METHOD (TEN YEAR STORM DESIGN) sullivan3 PR4JECT: assisted liv TIME OF CONCENT'RATION (minutes)
DETENTION BASIN DESIGN BASIN; Ihree L)
REVIEWER: Tc (overlancasphalt Tc (guller) Areas A'C
NUMBER OF ORYWEILS PROPOSED DATE: 14•May95
1 Single (type A) 0 Double (lype B) Cl = 0.15 L2 = 0 imp 0.04 0.90 0.038223
Tolal Area (calc.) (see H1) 0A4 Z1 = 12.5 nat 0.00 0.30 0
Time of Conc. (calc.) (see H1) 5 00 L1(A) = 60 Z2 = 12.5landscape 0.00 0.15 0
Composile "C" {calc.) (see H1) 0.90 N(A) = 0.016 B= 0.5 0.00 0 00 0
Time of Conc. (min) 5.00 S(A) = 0.01 n= 0.016 0.00 0.00 0
Area (Aaes) 0.0424702 s= 0.01 0.00 0.00 0
C Factor 0.90 Tc (A) = 0.58 d= 0.118 0.00 0,00 0
Impervious Area (sq. fl.) 1850 Total A Comp "C"
Volume Provided 208: BO STORM BO L1(8) = 0 Tc (gu) = 0.00 0.04 0.90
Outflow (cis) 0.3 N(B) = 0 Tc(A+B) = 0.58
Area' C Facfor 0.04 S(8) = 0 Q=C'I'A= 0.12
Tc{lot.} = 5.00 Q(es1.) = 0.00
#1 q2 #3 #4 a5 #6 #7 Tc (B) = 0,0 Inlensily = 3.18
Time Time Inlensity Q dev V in V oul Storage A= 0.23305
Inc. Inc. WP = 3.4594
(min,) (sec.) (in.mr ) (cts) (cu. tt.) (cu, tt.) (cu, ft.) R = 0.0674
(a1'60) (A•c'u3) (outr.•az) (as-as) v= 1.54
Tc (total) = Tc (overland) + Tc (guller) Tc(gu) = 0.00
5.00 300.00 3.18 0.12 49 90.00 •41 Tc (overland) = Ct'(L1'N/S^0.5)^0.6) Q(esl) = 0.36
Cl = 0.15
5 300 3.18 0.12 49 90 •41 L 1= length o( Overland Flow Holding = 0,00
10 600 2.24 0.09 60 180 -120 N= iriction factor of overland flow (,4 for average grass cover)
15 900 1.77 0.07 68 270 •202 S= average slope of overland Oow
20 1200 1.45 0,06 72 360 -288 Tc (gutfer) = Length (fl.)Nelacity (fLlsec.'J60
25 1500 1.21 0.05 74 450 •376 B= Bolfom widlh of gulter or tlilch
30 1600 1.04 0.04 76 540 •464 Z1 = inverse of cross slope ane of dilch
35 2100 0.91 0.03 77 630 •553 Z2 = inverse o( cross slope ►wo of ditch
40 2400 0 82 0.03 78 120 •642 d= depth o( flow in gutter (estimafe, check eslimate wiih Flow)
45 2700 0.74 0.03 79 810 •131 Area = d'B+d"212'(Z1+Z2)
50 3000 0.68 0.03 91 900 -819 Wetted perimeler = B'd+(11sin(atn(tlZi))+tlsin(aln(11Z2)))
55 3300 0.64 0,02 83 990 •907 Hydraulic Radius = R= Area/Welled Perimeler
60 3600 0.61 0,02 86 1080 -994 Velocily = 1.4861n'R^.667's^.5
65 3900 0.60 0.02 92 1170 -1078 Flow = Velocily'Area
70 4200 0.58 0.02 95 1260 •1165 n= 0,016 for asphall
75 4500 0.56 0.02 99 1350 -1251 s= longitudinal slope o( gutler
80 4800 0.53 0.02 99 1440 -1341
85 5100 0.52 0.02 103 1530 •1427
90 5400 0.50 0.02 105 1620 -1515
95 5700 0,49 0.02 109 1110 -1601
100 6000 0.48 0.02 112 1800 -1688
DRAINAGE POND CALCULATIONS
Required grassy swale pond storage volume
= Impervious Area x.5 in.! 12 in./ft. = 77 cu. fL
provided: BD cu. ft, aK!
DRYYVELI REOUIREMENTS -10 YEAR DESIGN STORM
Maximum starage required by 8owslring = 0 cu. It.
provided. BO cu. ft. OK!
Number and iype of Drywells Required = 1 Single 0 Double
Powj4Z
. `
BOWSTRING METHOD (TEN YEAR STORM DESIGN) sullwan4 PROJECT: assisled liv TIME OF CONCENTRATION (minutes)
DETENTION BASIN DESIGN BASIN: raof
REVIEWER: Tc (overiandasphall Tc (guller) Areas C. A'C
NUMBER OF DRYWELLS PROPOSED DATE: 14-May95
1 Single (fype A) 0 Double (type 8) Cl = 0.15 L2 = 0 imp 0.40 0,90 0.363636
Total Area (calc,) (see H1) 0.40 Z1 = 12.5 nal 0.00 0.30 0
Time ot Conc, (calc.) (see Ht) 5.00 L1(A) = 60 Z2 = 12.51andscape 0.00 0.15 0
Composile "C" (calc.) (see Ht) 0.90 N(A) = 0.016 8= 0.5 0.00 0.00 0
time of Conc. (min) 5.00 S(A) = 0.01 n= 0.016 0.00 0.00 0
Area (Aaes) 0.4040404 s= 0.01 0.00 0.00 0
C' Factor 0 90 Tc (A) = 0.58 d= 0.118 0.00 0,00 0
Impervious Area (sq. fl.) 17600 Tolal A Gomp "C"
Volume Provided 208: 735 STORM 735 L1(B) = 0 Tc (gu) = 0.00 0.40 0.90
Outfiow (ds) 0.3 N(B) = 0 Tc(A+B) = 0.58
Area' C" Fador 0.36 S(B) = 0 Q=C'I'A= 1.16
Tc(tol ) = 5.00 Q(es1.) = 0.00
#1 #2 #3 #4 a5 #6 !t7 Tc (B) = 0.0 Intensity = 3.18
Time Time Inlensily Q dev. V in V oul Slorage A= 0.23305
Inc Inc. WP = 3.4594
(min.) (sec.) (in.lhr.) (cis) (cu. fl.) (cu. fl.) (cu. ft,) R = 0,0674
(#1'60) (A'C'N3) (Oulf.'a2) (N5•N6) V = 1.54
Tc (tolal) - Tc (overland) + Tc (guller) Tc(gu) = 6.00
-
5.00 300.00 3.18 1.16 465 90.00 375 Tc (overland) = Ct'(L1'N!S"0.5)"0 6} Q(esl) = 0,36
C1= 0.15
5 300 3.18 1 16 465 90 375 L1 = Lenglh of Overlantl Flow Holding = 0.00
10 600 2,24 0 81 572 180 392 N= friclion faclor of overland flow (,4 for average grass cover)
15 900 1.77 0,64 645 270 375 S= average slope of overland flow
20 1200 1.45 0.53 687 360 327 Tc (gulter) = Lenglh (It.)Nelacily (ft.lsec.)I60
25 1500 1,21 0.44 705 450 255 B= Bollom widlh of guller or dilch
30 1800 1.04 0.38 719 540 179 Z1 = inverse oi cross slope one of tlilch
35 2100 0.91 0.33 729 630 99 Z2 = inverse of cross slope two oi ditch
40 2400 0.82 0,30 746 720 26 d= depth of flow in guller (esbmate, check eslimate wdh Flow)
45 2700 0.74 0 27 754 810 •56 Area = d'B+d^212'(Z1+Z2)
50 3000 0.68 025 767 900 -133 Welledperimeler=6'd+(llsin(aln(11Z1))+11sin(aln(11Z2)))
55 3300 0.64 0,23 792 990 -198 Mydraulic Ratlius = R= ArealWetted Perimefer
60 3600 0.61 0.22 821 1080 •259 Velocity = 1.486lri'R".6671s^.5
65 3900 0.60 0.22 873 1170 -297 Flow = Velocity'Area
70 4200 0.58 0.21 907 1260 •353 n= 0,016 for asphall
75 4500 0.56 0,20 937 1350 -413 s= longitudinal slope of gutter
80 4800 0.53 0,19 945 1440 -495
85 5100 0.52 0.19 984 1530 -546
90 5400 0,50 0.18 1000 1620 •620
95 5700 0.49 0.18 1034 1710 -676
100 6000 0.48 0.17 1065 1800 -735
ORAINAGE POND CALCUlATIONS
Required grassy swale pond storage volume
= Impervious Area x.5 in.l 12 in.l(l. = 733 cu ft.
prOvidEd: 735 CU. }l. OK! ~1:(`'i IT
ORYWEII REOUIREMENTS • 10 YEAR OESIGN STORM
Maximum slorage required by 8owslring = 392 cu. fl.
provided: 735 cu. fl. OK!
Number and lype ot Drywells Required = 1 Single 0 Double
~~,(I~vcs.; ~ ~ ~
~/f2-L ; fl ~~l'r' ~4/'✓'_`'. ~ 1~! ~ ~
-Tt 1 aJ -TL,.) o
S=. o0 7
G a ~/~f~ iC ~o,l•~,
0f ~i
Q = 7Z ~ «s
; S. ~ c,.~, •
S. S,
lv t. = y 6/ f jvs
.
/`'lv~w ra~fz ~ • ~'G ~ c _s eo
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ZSD' ~Pu H @ ! °7'0 = ? • ~ ~ = Z Ovd • S
-
2Sa ILP.OC7o 90 = 7S'
orS ~ CG~re
ZC> 0 4 ~Iea.~ EZta~
- 2004 7r = ZOO 7, Z S/.9 . E.
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page 1
. SULLIVAN PARK ASSISTED LIVING
Project: sullivan Tue Jui 18 00:00:11 1995
- Point statistics:
Starting point number: 1
Max point number used: 559
Min point number used: 1
; Current point number: 560
_Current Coordinate Listing (All)
; Point Northing Easting Elevation Description
1 9999.7606 10052.5404 0.00
2 10000.0000 10000.0000 0.00 4REBF-ADAMS&4TH
5 9968.4615 10344.4008 0.00 SREB
6 9327.8013 10344.9355 0.00 SREB
9 9326.9525 10664.6876 0.00 CP
10 9949.7265 10032.3148 2013.79 SREBF
ll 9328.5969 10032.9886 0.00 SREBF
12 9969.7634 10052.4037 0.00 SREB
13 9967.0348 10664.3976 0.00 SREBFYPC-JtJB
] 4 9326.9851 10664.9344 0.00
15 9949.6462 10032.0853 0.00
16 9978.3066 10865.0669 0.00 PK/W
17 9697.1814 10042.0047 2011.89 60D/W
18 9968.4929 10344.4009 0.00 CP
19 9327.8013 10344.9355 0.00 CP
23 9947.8390 9969.7657 0.00 CP
50 9973.3400 10032.0256 2013.39 GS
51 9972.3681 10130.9152 2014.52 GS
52 9971.9662 10229.3 131 2014.81 GS
53 9971.0141 10329.1076 2015.04 FH
54 9946.2360 10337.8969 2014.28 EBOX(1.SXS.0
55 9870.4562 10327.0003 2014.07 GS
56 9877.1136 10227.2085 2013.81 GS
57 9882.1858 10126.7494 2014.56 GS
58 9887.9043 10026.7672 2014.47 GS
59 9787.2919 10025.9300 2013.70 GS
60 9781.5924 10130.3638 2013.11 GS
61 9775.6820 10234.6869 2012.97 GS
62 9773.6302 10263.0902 2014.74 GS
63 9771.0044 10322.9616 2014.48 GS
64 9668.1189 10330.0820 2012.07 GS
65 9664.7304 10225.6597 2012.53 GS
66 9661.8306 10120.6132 2011.36 GS
67 9659.7571 10025.7761 2010.58 GS
68 9555.8147 10023.9594 2008.23 GS
69 9551.9578 10125.2837 2008.38 GS
70 9549.7866 10181.9861 2010.92 GS
71 9546.7437 10229.3721 2010.11 GS
- 72 9543.8318 10297.0539 2009.19 GS
73 9541.3233 10330.1821 2009.41 GS
74 9437.4474 10328.2596 2009.48 GS
75 9437.1225 10226.1087 2010.02 GS
76 9437.0571 10127.4541 2009.23 GS
- 77 9436.7261 10024.7867 2008.23 GS
78 9343.2654 10025.4919 2008.91 GS
79 9341.8225 10123.7903 2009.73 TOEROCKPILE
80 9338.6637 10227.7880 2010.56 TOEROCKPILE
~ 81 9341.3950 10331.3915 2010.67 TOEROCKPILE
82 9339.8904 10339.9033 2009.32 TOEROCKPILE
83 9316.6191 10338.0932 2007.61 TOEROCKPILE
i r
- page 2
SULLIVAN PARK ASSISTED LIVING
Project: sullivan Tue Jul 18 00:00:12 1995
84 9315.1835 10236.4470 2007.38 TOEROCKPILE
85 9317.4904 10134.1758 2007.64 TOEROCKPILE
86 9317.8009 10127.6955 2007.44 IRVALVE
- 87 9320.0383 10036.7407 2008.46 TOEROCKPILE
88 9339.3966 10034.8750 2008.41 TOEROCKPILE
- 89 9331.0867 10046.2685 2011.99 TOPROCKPILE
90 9330.1169 10139.8431 2012.23 TOPROCKPILE
91 9328.8151 10238.0363 2011.90 TOPROCKPILE
92 9333.1741 10330.7440 2012.50 7'OPROCKPILE
93 9393.7172 10341.5 288 2009.14 FH
94 9433.8040 1033 3.4341 2009.60 LPN(1 E
~ 95 9361.0023 10361.3653 2009.39 EPPOC
96 9377.7617 10377.8234 2009.33 EPPOC
97 9396.2356 10368.4324 2009.03 EP
98 9397.9536 10345.1465 2009.46 EPPOT
99 9505.5134 10344.4082 2009.73 EPPOT
l00 9484.3483 10368.7227 2009.31 EPPC
lOl 9492.2038 10375.9387 2009.28 EPPOC
] 02 9492.5983 10380.0196 2009.18 EPPT
103 9535.9224 10332.9044 2009.58 LPSN(1 E
104 9585.4998 10344.2806 2009.75 EPPOT
105 9603.3278 10368.2736 2009.35 SSMH
106 9608.7880 10375.9847 2009.41 EPPT
107 9608.8251 10371.213G 2009.27 EPPC
108 9611.7030 10368.1077 2009.21 EPPC
109 9618.2619 103 74.9796 2009.3 3 ??M H
110 9620.8183 10377.8111 2009.33 ??MH
l] l 9618.5737 10380.3529 2009.29 ??MH
112 9637.5254 10343.0081 2009.87 FH
113 9635.6098 10343.9286 2009.87 BOLLARD
114 9639.7023 10343.5135 2009.68 BOLLARD
115 9637.2955 10332.5037 2011.53 LPSN(1 E
116 9638.5410 10348.6671 2009.69 WV
117 9393.6266 10346.2497 2009.34 WV
118 9672.7522 10351.3194 2009.94 WV
119 9672.2892 10344.2589 2010.03 EPPOT
120 9677.1636 10365.3902 2009.70 EPPC
121 9682.5666 10372.7008 2009.65 EPPOC
122 9681.0997 10377.6990 2009.46 EPPC
123 9674.8181 10383.0317 2009.37 SSMH
124 9779.5560 10344.0519 2009.80 EPPOT
125 9874.6540 10343.8879 2011.97 EPPOT
126 9946.2950 10344.0119 2014.93 EPPOT
127 9946.4551 10365.7030 2014.75 EPPOT
128 9966.5195 10366.4 137 2015.63 SSMH
129 9984.0227 10352.9627 2015.19 WV
130 9851.8395 10367.3709 2011.03 EPPOT
131 9818.8532 10365.3601 2009.81 EPPC
132 9806.2025 10374.5706 2009.35 EPPOC
133 9805.6669 10380.1271 2009.15 EPPT
134 9738.1091 10332.1058 2012.71 LPSN(lE
135 9839.5821 10331.5349 2012.88 LPSN(1 E
136 9922.7194 10295.3229 2014.52 OHP
137 10026.1505 10249.0579 2015.33 PP
138 10023.5155 10465.4725 2015.31 PP
139 100233.5673 10462.6262 2015.29 TR
140 10019.2780 10468.0763 2015.41 TSIGN
141 10022.9675 10465.1856 2015.44 BSWEND
142 10017.9381 10465.3517 2015.48 7'F'CEND
143 10016.4642 10465.2450 2014.97 LIPEND
- - page 3
SULLIVAN PARK ASSISTED LIVING
Project: sullivan Tue Jul ] 8 00:00:13 1995
144 9997.0966 10465.1322 2015.35 CLRD
145 9979.4061 10464.4935 2015.00 LIP
146 9977.8586 10464.7501 2015.33 TFCPOT
147 9971.5704 10464.7812 2015.42 BSW
148 100 17.8443 10450.4014 2015.06 CLDWY(12'
- 149 100332.9321 10451.0484 2015.85 CLDWY(12'
150 10016.9648 10437.1892 2014.99 CB
151 10030.3 ] 1 l 10412.7112 2015.41 'WN1
152 10018.2396 10372.4276 2015.29 CLDWY(10'
15 3 10032.3817 10372.6942 2015.93 CLDVJY( ] 0'
154 10023.3765 ]0356.5213 2015.74 BSW
155 10018.4056 10356.5302 2015.64 TFCPOT
156 10016.8806 10356.4946 2015.19 L1P
157 9999.2267 10355.7201 2015.61 CLRD
158 9979.8180 10355.8211 2015.18 LIP@CL(36'APPROAC
159 9978.2 130 l 0355.5152 2015.18 TFC@CL(36'APPROAC
160 9972.365 3 10355.6407 2015.55 BSW
161 9972.4285 10336.8320 2015.69 BSWEND
162 9978.3679 10336.6461 2015.62 TFCEND
163 9979.8884 10 336.61 3 6 2015.32 LIPEND
164 100 18.4113 10343.9932 2015.24 CLDWY(10'
165 10 033.2303 103343.7911 2015.88 CLDWY(10'
166 10031.7212 10305.7918 2015.67 WM
167 10018.8550 10264.5846 201 5.03 CLDA'I'(10'
168 10032.7658 10265.4493 2015.70 CLDVVY(10'
169 10023.8460 10255.5097 2015.52 BSVV
170 10018.9916 10255.3558 2015.43 TFCPOT
171 10017.4245 10255.5506 2015.01 LIP
172 10000.9612 10254.1210 2015.67 CLRD
173 9989.9463 10254.2185 2015.50 EPPOT
174 9966.9440 10254.1234 2015.08 GS
175 10018.9285 10235.5077 2014.93 CLDWY(10'
176 10033.6032 10235.8461 2015.26 CLDWY(10'
177 1003 1.8074 10195.4533 2015.03 WM
178 1 0035.1773 10156.6543 2015.05 CLDWY(10'
179 10026.3288 10139.1846 2014.65 TR
180 10024.4977 10139.5193 2014.70 BSWOHf'
181 100 19.5380 10139.0703 2014.68 TFCPOT
182 10018.0807 10138.7842 2014.30 LIP
183 10002.8043 10137.5529 2015.02 CLRD
184 9990.6673 10 137.2410 2014.89 EPPOT
' 185 9983.5155 10144.7445 2015.24 MB(4
' 186 9983.3705 10131.4133 2015.00 TSiGN
187 9970.4858 10137.0899 2014.64 GS
188 10019.4705 10117.8669 2013.94 CLDWY(1 8'
189 10034.8476 10117.8392 2013.99 CLDWY(18'
190 10025.6944 10039.9736 2013.25 TS1GN
191 10024.7563 10040.3622 2013.37 BSWPC
192 10019.9963 10040.3187 2013.25 TFCPC
193 10018.4769 10040.3267 2012.84 LIPPC
_ 194 10001.9931 10039.9147 2013.41 CLR.D
195 9987.0089 10039.4765 2013.50 EPPC
196 9976.8572 10024.2426 2013.24 EPPOC
197 9319.7784 10025.2161 2008.70 FESN
198 9328.7522 10024.9649 2008.71 FEC
, 199 9328.9755 10033.7466 2008.70 FEEND
200 9332.1257 10019.3951 2009.07 TSIGN
. 201 9325.9058 10015.9454 2008.98 D1TCH
202 9359.9035 10019.0235 2008.86 PPSN
' 203 10026.1555 10025.8007 2012.82 TFCCB
~
~
~
~
i
page 4
~ SULLIVAN PARK ASSISTED LIVING
Project: sullivan Tue Jul 18 00:00:13 1995
204 10039.6193 10020.0704 2013.03 TFCPT
~ 205 10040.8495 10025.7401 2013.16 BSW
206 10025.6657 10039.8118 2013.19 TSIGN
207 10041.0802 9998.5479 2013.09 CLRD
208 10040.6161 9979.7605 2013.06 TFCPC
209 10025.0127 9972.6837 2012.88 TFCL&G
210 10020.0925 9959.9505 2012.80 TFCENDCB
211 10039.4461 l 0021.7330 2012.95 PPSN WE(1 LITEW
; 212 9983.5110 9972.1842 2013.45 STOP/STREETSIGN
213 9988.2300 9963.8963 2013.19 EP
214 9978.6013 9982.6612 2013.16 EP
215 9961.6233 9987.1449 2013.35 EP
" 216 9955.4956 9982.8662 2013.47 TMH
217 10007.5190 9998.7412 2013.19 CLRD
' 218 9984.5870 10029.7326 2013.37 EP
219 9961.6862 10010.7673 2013.63 EP
220 9942.9225 10018.4055 2013.72 TSIGN/BUS
221 9892.0198 10016.1669 2014.10 DITCH
~ 222 9892.0151 10012.6039 2014.32 EP
223 9892.8835 9999.3905 2014.36 CLRD
- 224 9892.3934 9989.51 16 2014.08 EP
~ 225 9892.2725 9984.5957 2013.80 D1TCH
226 9892.3637 9974.4609 2013.74 GS
227 9898.4838 9982.1312 2014.00 MB
; 228 9817.2056 9972.9411 2013.94 CLDWY(15'G
229 9817.7040 9984.4015 2013.77 CLDWY(15'G
230 9817.9343 9990.1290 2014.07 EP
231 9818.7865 10000.1211 2014.20 CLRD
232 9820.7469 10011.7132 2014.20 EP
233 9819.5518 10017.2114 201 -3.79 DITCH
234 9844.3136 10017.7557 2013.98 TSIGN
235 9864.0126 10019.6504 2014.23 PPSN
236 9756.4086 10017.2708 2012.80 DITCH
237 9755.6594 10011.7784 2013.22 EP
238 9756.1813 9999.0652 2013.19 CLRD
239 9756.8747 9990.2974 2013.26 EP
240 9754.7554 9979.7155 2013.35 CLDWY(10'C
241 9755.2486 9970.9752 2013.43 CLDWY(]0'C
242 9697.2728 10019.2521 2011.46 PPSN(1 LITEW
243 9677.6001 10016.8739 2010.77 DITCH
244 9676.3538 10011.8141 2011.24 EP
245 9675.0070 9998.8697 2011.02 CLRD
246 9678.3121 9988.6722 2010.87 EP
247 9664.4079 9977.5099 2010.67 TR
, 248 9664.1317 9980.3330 2010.49 TFCEND
249 9648.5128 9972.5633 2009.75 TFCPOC
250 9644.4294 9960.5077 2009.71 TFCPC
251 9627.3783 9959.0836 2009.18 CLRD
252 9608.1383 9960.3339 2008.91 TFCPC
I i
253 9601.9547 9974.8693 2008.85 TFCPOC
254 9589.0836 9980.4252 2008.91 TFCEND
~ 255 9584.8568 9988.6556 2008.61 EP
256 9585.7933 10000.4495 2008.82 CLRD
257 9584.8775 10011.9587 2008.88 EP
258 9583.6589 10016.5200 2008.66 DITCH
259 9523.1461 10018.9809 2008.24 PPSN
260 9516.7529 10016.6691 2008.36 TSIGNINDITCH
261 9515.9350 10011.6296 2008.58 EP
~ 262 9515.7379 10000.0084 2008.58 CLR.D
263 9515.7842 9990.1906 2008.41 EP
~
I
page 5
, SULL[VAN PARK ASSISTED LIVING
Project: sullivan Tue Jul 18 00:00:14 ] 995
264 9514.8351 9981.8952 2007.86 GS
265 9445.3492 9983.3755 2007.84 GS
266 9444.5689 9989.5521 2008.51 EP
267 9443.8606 9999.7540 2005.80 CLRD
, 268 9443.9063 10011.5636 2008.63 EP
269 9442.6366 10017.1657 2008.66 DI?CH
270 9370.9910 10015.6150 2008.77 DITCH
: 271 9370.4785 10009.7129 2009.01 EP
272 9369.3339 9999.5066 2009.05 CLRD
273 9369.6149 9988.7321 2008.76 EP
; 274 9368.9044 9980.2472 2009.26 TFCEND
275 9353.2564 9973.5173 2009.17 TFCPOC
- 276 9348.8687 9961.8033 2009.19 TFCPC
277 9329.7599 9963.9451 2008.95 CLRD
~ 278 9308.6748 9963.0477 2009.21 TFCPT
279 9301.6157 9976.1055 2009.26 TFCPOC
280 9289.1863) 9980.8342 2009.16 TFCP7'
281 9285.2735 9988.2264 2009.25 EP
282 9284.2916 10000.5998 2009.39 CLRD
283 9284.4371 10009.6919 2009.23 EP
- 284 9283.8995 10014.5912 2009.09 D1TCH
285 9283.8674 10025.1213 2008.52 FESN
286 9848.4724 10393.3490 2008.93 BC
287 9720.6670 10430.5085 2008.81 BC
288 9448.8852 10393.2110 2008.58 BC
289 9979.7989 10280.8218 2014.77 WM
290 9863.2787 10019.9857 2015.17 TBM60dWSHPPEAST
500 9460.9524 10225.7464 2010.00 FG
SOl 9425.1339 10192.9725 2010.00 FG
502 9401.7544 10214.0415 2010.00 FG
503 9379.1542 10233.5498 2010.00 FG
504 9354.2161 10211.7005 2010.00 FG
505 9344.8643 10184.3888 2010.00 FG
506 9372.9197 10 154.7362 2010.00 FG
507 9397.0785 10125.9853 2010.00 FG
508 9418.1200 10098.5523 2010.00 FG
509 9433.7063 10089.9687 2010.00 FG
510 9460.2031 10090.7490 2010.00 FG
511 9489.8171 10120.4016 2010.00 FG
512 95l 3.1966 10110.2573 2010.00 FG
513 9523.3277 10128.2049 2010.00 FG
514 9535.9140 10139.9099 2010.00 FG
515 9532.6795 10 171.12 32 2010.00 FG
516 9552.9417 10182.8282 2010.00 FG
517 9574.7626 10207.7988 2010.00 FG
518 9545.9279 10236.6711 2010.00 FG
519 9519.4311 10254.6187 2010.00 FG
520 9501.5069 10274.9074 2010.00 FG
521 9484.3619 10290.5140 2010.00 FG
522 9458.6445 10281.9304 2010.00 FG
. 523 9438.3822 10260.0811 2010.00 FG
524 9447.7340 10239.7924 2010.00 FG
525 9625.9811 10108.1648 2008.30 FG
526 9625.9811 10182.7329 2009.10 FG
527 9565.6338 10182.7329 2009.10 FG
. 528 9597.0914 10182.7329 2009.10 FG
529 9625.9811 10240.5875 2008.50 FG
- 530 9621.4871 10261.8009 2008.50 FG
~ 531 9600.3014 10283.6570 2008.50 FG
532 9579.7577 10305.5132 2008.50 FG
;
I
page 6
SUL.LIVAN PARK ASSISTED LIVING
Project: sullivan Tue Jul 18 00:00:15 1995
. 533 9563.0659 10292.0138 2008.70 FG
, 534 9514.2745 10285.5855 2009.25 FG
535 9538.6702 10261.8009 2009.25 FG
536 9557.2879 10241.8732 2009.25 FG
~ 537 9563.7079 10236.0877 2009.25 FG
-538 9583.6096 10214.2315 2009.10 FG
539 9605.4373 10242.5160 2008.70 FG
540 9606.7213 10106.8792 2008.70 FG
'541 9568.8438 10064.4525 2008.80 FG
542 9584.2516 10052.8816 2008.30 FG
, 543 9601.5854 10068.9523 2008.30 FG
; 544 9621.4871 10089.5228 2008.30 FG
' 545 9536.1022 10119.0929 2010.16 FG
546 9566.2758 10121.6642 2009.00 FG
' 547 9532.2503 10086.3087 2009.00 FG
548 9519.4104 10081.1660 2009.20 FG
549 9568.843) 8 10137.0921 2009.20 FG
- 550 9513.6325 10105.5935 2009.68 FG
~ SS ] 9542.5221 10137.0921 2009.68 FG
552 9536.7442 10063.166s 2009.20 FG
, 553 9546.3741 10077.9519 2009.20 FG
, 554 9575.9057 10110.0933 2009.20 FG
555 9581.0416 ] O 13 1.3067 2009.20 FG
556 9621.5375 10030.6206 2010.09 FG
, 557 9523.2134 10030.6206 2008.66 FG
i 558 9432.3382 10032.1121 2008.73 FG
559 9332.5244 10027.6374 2009.34 FG
- .
{
~
~
~ lo ~
7--.~~
ENGINEERS o SURVEYORS 9 PLANNERS
Storm Water Runoff
Treatment and Disposal
Calculations
Sullivan Park Assasted Living Facilities
Adams Road and 4th Avenue Frontage Improvements
PREPARED FOR:
Spokane County
Engineering and. Pubiic Works Department
OFFICIAL PUE3LIC DOCUMENT
SPOKANE COUNTY ENGINEER'S OFF{CE
OR G NA-
PROJECT # :9`ys 140
~ SUBMITTAI # ~'4 1
to -t Z • SS
PREPARED BY: RE' URN TO COUNTY ENGIUEER
J-U-6 ENCINEERS Inc
W.422 Riverside, Suite 722
Spokane, Wash. 99201
(509) 458-3727
• - l
Sulliven Park Assisted Living Adems Road Improvements
CENTER CENTER CENTER EXISTING DIST SLOPE EDGE DIST FROM MINIMUM MAXIMUM DESIGN EDGE OF TOP OF
LINE LINE LINE EOP C/L TO C/L TO PAVEMENT EOP TO CURB ELEVATION £LEVATION ELEVATlON PAVEMENT CURB
STATION ELEVATION GRADE ELEVATION EOP EOP % SLOPE AT CURB AT CURB TOC TO GUTTER GRADE
10000.00 2009.202 2009.12 8.72 -0.94 14.78 2008.91 2009.24 2009.22 -2.12
10025.00 2009.102 -0.40 2009.06 8.78 -0.4.8 14.72 2008.85 2009.18 2009.03 -3.15 -0.78
10050.00 2009.011 -0.36 2006.97 9.01 •0.46 14.49 2008.77 2009.10 2008.86 -3.81 -0.67
10075.00 2008 929 •0.33 2008.84 9.68 -0.92 13.82 2008.67 2008.98 2408.72 -4.10 -0.56
10100.00 2008.847 -0.33 2008.71 10.35 -1.32 13.15 2008.57 2008.86 2008.61 •4.18 •0.45
10125.00 2008.755 -0.42 2008.62 10.77 -1.25 12.73 2008.50 2008.78 2008.52 -4.28 -0.34
10150.00 2008.679 -0.30 2008.61 10.84 •0.64 12.66 2008.49 2008.77 2008.50 -4.4.4 -0.10
10175.00 2008.603 -0.30 2006.59 10.89 -0.12 12.61 2008.48 2008.75 2008.49 -4,37 -0.04
10200.00 2008.624 0.08 2008.64 11.01 0.15 12.49 2008.53 2008.81 2008.54 -4.41 0.20
10225.00 2008.712 •0.30 2008.75 11.16 0.34 12.34 2008.65 2008.92 2008.65 -4.47 0.44
10250.00 2008.800 0.35 2008.86 11.31 0.53 12.19 2008.76 2009.03 2008.83 -3.84 0.74
10275.00 2009.270 1.88 2009.37 11.35 0.88 12.15 2009.28 2009.54 2009.31 -420 1.90
10300.00 2009.906 2.54 2010.01 11.34 0.92 12.16 2009.92 2010.18 2009.97 -4 03 2.63
10325 00 2010.532 2.50 2010.65 11.34 1.04 12.16 2010.50 2010.82 2010.69 -3.24 2.90
10350.00 2011.140 2.43 2011 29 11.34 1.32 12.16 2011.20 2011.46 2011.37 •2.90 2.70
10375.00 2012.469 5.32 2011.92 11.37 •4 83 12.13 2011.83 2012.09 2011.99 •2.94 2.50
10400.00 2012.469 0_00 2012.55 11.39 0.71 12.1t 2012.46 2012.72 2012.57 •3.44 2.31
10425.00 2013.134 2.66 2013.17 11.42 0.32 12.08 2013.08 2013.34 2013.12 -4.11 2.20
10450.00 2013.557 1.69 2013.57 11.43 0.11 12.07 2013.48 2013.74 2013.58 -3 58 1.83
10475.00 2013.961 1.62 2013 94 11 44 •0.18 12.06 2013.85 2014.11 2014.01 •3.02 1.72
10500.00 2014.225 1.34 2014.22 11.56 •0.04 11 94 2014.14 2014_40 2014.35 •2.44 1.55
10525.00 2014.277 0.21 2014.26 71 91 -0 14 11 59 2014.19 2014.44 2014.41 •2.33 0.24
10550.00 2014.328 0.20 201429 12.26 -0.31 11.24 201424 2014.48 2014.28 •4.06 •0.52
10575.00 2014.247 •0.32 2014.21 12.15 •0.30 11.35 2014.15 2014.40 2014.15 •4.52 •0.52
10600.00 2013.992 • 1 02 2013.96 11 63 •0.28 11.87 2013.88 2014.14 2013.91 •4.19 •0.96
10625.00 2013.766 •0.90 2013.71 10 97 •0.53 12.53 2013.60 2013.87 2013.80 -2.67 -0.44
. .
Sullivan Park Assisted Living 4th Avenue Improvements
CENTER CENTER CENTER EXISTING OIST SLOPE EOGE OIST FROM MINIMUM MAXIMUM OESIGN EDGE OF TOP OF
LINE IINE LINE EOP C/L TO C!L TO PAVEMENT EOP TO CURB ELEVATION ELEVATION ELEVATION PAVEMEtJT CURB
STATION EIEVATION GRADE EIEVATION EOP EOP % SLOPE AT CURB AT CURB TOC TO GUTTER GRAOE
20054.09 2013.663 2013.71 13.90 0.34 4.60 2013.96 2014.03 2013.96 -4.35
20075.00 2013.997 1.60 2014.00 11.32 0.03 7.18 2014.13 2014.27 2014.24 -2.55 t.34
20100.00 2014.378 1.52 2014.36 10.27 •0.20 8.23 2014.da 2014.61 2014.58 -2.41 1 36
20125.00 2014.787 1.64 2014.71 9.22 -0.84 9.28 2014.74 2014.94 2014.91 -2.38 t.32
20150.00 2015.054 1.07 2014.95 8.74 -1.19 9.76 2014.96 2015.17 2015.14 -2.36 0 92
20175.00 2015.190 -0.42 2015.08 8.78 -1.25 9.72 2015.10 2015.30 2015 27 -2.37 0.52
20200.00 2015.331 0.56 20t5.21 8.82 -1.37 9.68 2015.23 2015.43 2015.41 -2.26 0.56
20225.00 2015.473 0.57 2015.35 8.86 -1.39 9.64 2015.37 2015.57 2015.54 -2.40 0.52
20250.00 2015.613 0.56 2015.4-8 8.90 •1.49 9.60 20t5.50 2015.70 2015.67 -2.4t 0.52
20275.00 2015.578 -0.30 2015.43 11.62 -1.27 6.88 2015.57 2015.71 2015 69 -2.32 0.08
20300.00 2015.578 0.00 2015.35 14.97 -t.52 3.53 2015.64 2015.69 2015.69 -2.22 0.00
20325.00 2015.605 0.11 2015.27 18.35 •1.83 0.15 2015 72 2015.68 2015.70 -3.33 0.04
20336.74 2015.606 0.01 2015.24 18.67 2015.70 0.00
Storm Water Runoff
~ Treatment and Disposal
Calculations
' Sullivan Park Assisted Living Facilities
Adams Road and 4th Avenue Frontage Improvements
- PREPARED FOR:
, Spokane County
Engineering and Public Works Department
~ c ,
° wAS~
~
L
i
~S~OPVAL~G
S1 15 l .
PREPARED BY:
- J-U-B ENGINEERS Inc
W.422 Riverside, Suite 722
Spokane, Wash. 99201
(509) 458-3727
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GENERAL
' The propose development site is located on the southeast corner of Adams
; Road and 4th Avenue, in Sec 23, Twn 25 N. Range 44 East, W.M. The site
-presently consists of open grassy vegetation and is relatively flat terrain. The
proposed development will consist of a 44 bed assisted living facility constructed
on the southerly half of Parcel 2, Tract 137 and is adjacent to Sullivan Park
~ Care center on the east and Adams Elementary School on the south.
DESIGN CRITERIA
~The storm drainage for this report will be based solely on the impervious area
created by the frontage improvements on Adams Road and 4th Avenue. The on-site building will need to produce their own storm drainage plan in conjunction
with the building permit, if required . Storm drainage will be based on attempting
to provide treatment for the first one-half inch (1/2") of runoff which falls upon the
impervious areas of the internal streets. This runoff will be collected in 208
~
swales located within the roadway right of way. the 208 swales will also be
designed to collect and contain 100% of the street runoff resulting from a 10 year
_ storm event Any additional storm runoff created by development onsite will need
to be addressed by the property owner during the time of building permit
- application.
- DESIGN OF STORMWATER
-Collected water in the swale areas located behind the curb and sidewalk will be
impounded and allowed to percolate through the soil. These areas will act as a
wide ditch area which will follow the slope of the existing ground. Water will,
, therefore, need to be trapped at various intervals along the roadway in order to
achieve the proper impoundment volume. The water will be trapped by the use
of individually constructed grass lined dikes. The dikes have been designed to
impound water to an elevation of six inches (6"). Upon exceeding this six inches
(6") the water will be transferred across the dike and into the next impoundment
area. Thus for storms which would create volumes of water in excess on one-
half inch (1 /2") the rainfall will tend to flow along these sections down to a point
' which will be collected into a drywell. Water will be conveyed to the 208 swale
area through the use of type 2 curb inlets spaced at specified intervals.
STORM DRAIN FACILITY MAINTENANCE
This storm drainage facility is designed to dispose of storm water runoff from a
~
public roadway and is contained completely inside the road right-of-way.
However, the majority of the routine maintenance would be the requirement of
~ the adjacent property owner. It would be the property owners routine
_ maintenance requirement to irrigate this grassy swale area in order to promote
healthy growth It would be the County's responsibility to remove sedimentation in
these grass areas on a periodic basis. Sedimentation removal may not be
_required more than once a year, the most likely time being in the spring when the
- salts and sands wash off the roadway into the drainage facility.
- The other routine maintenance item would be the drywell in the swale areas. It
would be anticipated that the County would provide the maintenance on these
drywells since they have the equipment to do so. It would be unrealistic to
--assume that the property owners could group together to hire an individual to do
- all the drywells in their area nor would it be practical to hire an individual to come
in and do one drywell at a time.
Long term maintenance on grassy swale areas consists of total removal and
. disposal of the sod and topsoil to be replaced with new topsoil and sod. Over
the years the pollutant from public roadways will contaminate this sod and topsoil
;
' layers thus rendering them unable to produce adequate growth. The required
-disposal for sod and topsoil from 208 drainage swales at the time that it should
' fail is not clearly defined at this time.
i
~
,
_I
REPORT
Geotechnical Engineering Evaluation
Sullivan Park Assisted Living Facility
SE Corner of 4th Avenue & Adams Road
. ; Spokane, Washington
, J-U-B Engineers
~ ~ ~
. ~ MAY - 3 1995
UU6.'r
. +
' SPOKANE, Wp
PREPARED FOR:
; Mr. Garth Brandaw
Curry-Brandaw Architects
471 High Street Southeast
Salem, Oregon 97301
PREPARED BY:
- Howard Consultants, Inc.
N. 2128 Pines Road, Suite SN
Spokane, Washington 99206
April 6, 1995
HCI *lConsulting Geotechnical Engineers & Geologlsts
i
' TABLE OF CON'I'ENTS
Page
- INTRODUCTION 1
' PROPOSED CONSTRUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
EVALUATIONPROCEDURES 2
,
~ SURFACE CONDITIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
; SOIL AND GEOLOGIC CONDITIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
SUBSURFACE CONDITIONS 4
- LABORATORY TESTING 5
' CONCLUSIONS/RECOMMENDATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
Site Preparation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
Excavation Characteristics . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
~ Structural Fill . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
- ' Foundation Design . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
Concrete Slabs-On-Grade . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
' Lateral Earth Pressures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10
:
Seismicity . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11
Pavement Design . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11
Storm Water Drainage and Ground Water . . . . . . . . . . . . . . . . . . . . . . 12
Construction Monitoring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13
EVALUATION LIMITATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14
HCI i*Consulting Gtotechnical Engineers & Geologlsts
i
' REFORT
Geotechnical Engineering Evaluation
~ Sullivan Park Assisted Living Facility
_ SE Corner of 4th Aveiiue & Adams Road
Spokane, Washington
' LiNTRODUCTION
Howard Consultants, Inc. has completed the authorized geotechnical engineering
- evaluation for the proposed 44 unit Sullivan Park Assisted Living Facility to be constructed on
Adams Road just south of 4th Avenue in Spokane, Washington. The purpose of the evaluation
~
was to assess the soil and geologic conditions within the proposed development area and to
,
' provide geotechnical engineering recommendations with respect to development. To complete
, the evaluation of the site we performed the following scope of work:
1. Performed a literature search of the geoloaic and soil engineering information for
the site and surrounding properties.
: 2. Performed a field reconnaissance of the geologic and soil conditions for the site
and surrounding area.
' 3. Performed a field evaluation by excavating nine test pits in the proposed
development area. The soils encountered were visually classified at the time of
excavation and the subsurface profiles were logged. Selected soil samples were
' obtained for laboratory testing.
, 4. Performed laboratory tests to assess some of the soil engineering properties of
selected soil samples.
, 5. Performed engineering analyses and prepared recommendations to assist project
' planning and design.
- 6. Prepared this summary report of our findings. HCI Consulting Geotechnical Engineers & Geologtsts
; SULLIVAN PARK ASSISTEO LIVING FACILITY - SPokanC, Washington
Project No. S0397-01 10
: PdgC 2
PROPOSED CONSTRUCTI0IV
It is our understanding based on your transmittal and conversations with you that the
- -
proposed Sullivan Park Assisted Living Facility will consist of an approximate 21,600 square
feet, two-story, wood-frame structure. The structure will be supported by continuous wall
; footings and individual spread column footings. The ground Floor of the structure will be
concrete slab-on-grade construction. The structural loads are reported to be a maximum of 60
--kips per column, and 2,500 pounds per lineal foot for continuous strip footings. Asphalt
~ driveways and parking areas will be constructed to access the facility. If the new facility is
planned to be of similar ground floor elevation as the existing facility, much of the site will
require a moderate amount of cut, removing much of the existing fill soils.
, EVALUATION PROCEDURES
Nine test pits were excavated in the proposed development area. The approximate
, locations of the test pits are shown on Ptate 1, Site Schematic. The locations of the test pits
were established in the field by taping and pacing from existing southwest and southeast property
corners. The field work was performed by a geotechnical engineer from our office on March
, 22, 1995.
1'he test pits were excavated by a Case 580K extendable backhoe with a standard 24-
inch wide bucket equipped with standard soil excavation teeth. The soils encountered were
visually classified and the subsurface profiles were logged. The in-situ density and moisture
content of the soils encountered were measured using nuclear densometer. Selected soil samples
were obtained for laboratory testing.
HCI Consulting Geotechnical Engineers & Geologlsts
SULLIVAN PARK ASS[STED LIVING FACILITY - SPoksnc, Washinbton
ProjCC:t No. S0397•01 10
PabC 3
The test pits were backfilled and compacted to approxiinately measured in-situ density
' by the backhce at the conclusion of the field evaluation. The backhoe attempted to compact the
; backfill to near the natural density. The backfill may consolidate and settle with (ime. The test
- pits should be re-located at the ti,ne of construction to assess their potential impact on the
foundations and pavements and proofroiled prior to construction.
SURFACE CONDITIONS
The proposed structure is to be located on the east side of Adams Road just south of
the intersection with 4th Avenue in Spokane, Washington. The site was bordered on the SW
by Adams Grade School, on the east by the existing Sullivan Park Care Facility, on the north
' by undeveloped ground, and by Adams Road on tl» west. Speciticaliy, the site is located in the
- southwest of the northeast of Section 23, Township 25 North, Range 44 East, Willamette
Meridian.
Maximum relief across the development area was approximated at 2 to 3 feet. The
ground surface was hummocky and generally sloped slightly to the west. Fill soil was
encountered at the ground surface. Vegetation consisted of sparse grasses and weeds.
SOIL AND GEOLOGIC CONDITIONS
The U.S.D.A. Soil Conservation Service (SCS) in the Soil Survev of SDOkane has
_mapped the soil on the site as the Garrison gravelly loam. The Garrison gravelly loam typically
consists of silty gravel overlying sandy gravel and is indicated to be very deep. The Gamson
soils were formed in glacial outwash with mantles of loess and volcanic ash. The soil is
t
,
HCI Consulting Geotechnlcal Engineers ta Geologists
: i
_ SULLIVAN PARK ASSISTED L.IVING FAC(LITY - SrokenC, Washinbton
Prajr,ct No. S0397-0I10
PabC 4
reportedly characterized as having moderate to high perineability (2.0 to greater than 20.0 inches
per hour), being well drained, and having slow runoff. The soil has a low shrink/swell
- potential. The pH of the soil reportedly ranges from 5.6 to 7.8. The corrosive potential of the
soil is considered moderate for uncoated steel and low for concrete.
The geologic conditions in the proposed development area were mapped by the
~ Washington State Division of Geology and Earth Resources in "Geologic Map of the Spokane
-1:100,000 Quadrangle, Washington and Idaho" by Nancy Joseph, November 1990. The
geologic mapping indicates that the site is underlain by Pleistocene flood deposits consisting
primarily of boulders, cobbles, gravel and sand with varying amounts of silt. Our site
exploration generally confirms this mapping.
SUBSURFACE CONDITIONS
Fill was encountered at the ground surface in all nine test pits. The fill consisted of
dark grey and dark brown silcy gravel with sand in a mediLiin dense and moist condition. The
; fill ranged in thickness from 0.8 to 4.5 feet.
~
Topsoil was encountered below the fill in all nine test pits. The topsoil was black
silty sand with some gravel and with some organics. The topsoil was medium dense and moist,
--and extended from 1.8 to 5.6 feet below the existing ground surface.
Below the topsoil, silty gravel with sand alluvium was encountered. This material
. was generally red-brown to orange-brown, medium dense and moist to wet. The silty gravel
with sand extended from 4.0 to 9.2 feet below the existing ground surface.
,
_HCI Consulting Geotechnical Englneers & Geologlsts
i i
. SUC.LIVAN PARK ASSISTED LIVING FACILITY - Spokxne, Wdshington
Projcct No. S0397-0110
' Page 5
The silty gravel with sand soil was underlain by grey and grey-brown sandy gravel
: in a medium dense to dense and moist condition. All but two of the test pits terminated in the
sandy gravel at a maximum depth of 9.5 feet below the existing ground surface. The other two
~
were terminated in the silty gravel.
Ground water was not encountered at the time of the field evaluation. It should be
noted that the elevation of the water table will vary with seasonal changes in precipitation,
~
infiltration, irrigation and other factors and may occur within the depths explored.
Detailed descriptions of the subsurface conditions encountered in the test pits are
presented in Appendix A. Plate 2, Unified Soil Classification System can be used to interpre(
the terms used on our exploration logs and throughout this report. Subsurface conditions may
vary between test pit locations. These changes in conditions would not be apparent until
~ construction. If the subsurface conditions change from those observed in the test pit locations,
~
the construction timing, plans and costs may change.
LABORATORY TESTING
Selected soil samples were tested to assess the gradation, maximum dry density,
optimum moisture content, minimum density, pH and resistivity and California Bearing Ratio (CBR). The gradations of the fill material and the native red to orange-brown silty gravel with
sand are presented on Plates 3 and 4, Sieve Analysis Results. The maximum dry density and
optimum moisture content were assessed in general accordance with ASTM D-1557 (Modified
Proctor) for the same two soils. The results are presented on Plates 5 and 6, Proctor Test
Results. The pH and resistivity of the soil obtained at 4 to 5 feet in TP-8, were measured to be
i
HCI Consulting Geatechnical Engineers & Geologists
- SULLIVAN PARK ASSISTED LIVING FACILITY - SRc)kanC, Washington
Projcxt Nn. S0397-0110
Page 6
~
6.2 and 4543 ohm-cm, respectively. The CBR analysis was performed on a sample of the fill
~ material, and the resulting CBR valLae was assessed to be 18.2. The CBR plot is presented on
Plate 7. The information gained from the laboratory testing was utilized in our calculations to
support our geotechnical engineering recommendations.
,I
; CONCLUSIONS/RECONLNIENDATIONS
;
It is our opinion that the site is suitable for the proposed assisted living facility
, i development with respect to the explored soil and geologic conditions. The following
; recommendations are presented to assist the planning and design of the proposed 44 unit Sullivan
Park Assisted Living Facility project. Our site development recommendations are based on our
field and laboratory work and our past experience with similar soil and geologic conditions in
, the vicinity and our understanding of the proposed construction.
i,
For the purposes of this report we assume that tlle proposed facility will be of similar
~
finished ground floor elevation as the existing facility. This will result in a moderate amount
, of excavation and the removal of one to four feet of the existing fill soils. The topsoil under
the fill was not stripped prior to the placement of the existing fill soils.
_ We recommend that the fill and topsoil be removed from the proposed building
:footprint down to the orange to red-brown silty gravel with sand native soils. The existing fill
soils may be stockpiled and re-used as structural fill to bring the building pad to required
' subgrade elevation. All footings must bear on undisturbed native soil or structural fill.
, We understa.nd the owner may not wish to remove all of the,existing fill and topsoil
~
which covers the building footprint and the site. The topsoil ranges in thickness from 2.5 feet
~
. HCI Consulting Geotechnical Engineers & Geologists
i I
SULLIVAN PARK ASSISTED LIVING FACILITY - SpokanC, Wxshinbton
Projr.ct NU. S0397-0110
, Page 7
to 4.0 feet across the site. It should be understood that the eventual decay of organics and the
low density of the topsoil may cause settleinent, resulti,ig in a reduced effective design life of
. the pavements and concrete slab-on-grade floors. We assuine that the organic content of the
~
- existing topsoil is approximately 2 to 5 percent as reported in the USDA Soil Conservation
;
Service soil survey for the Garrison type soils. We anticipate that over the design life of
~
pavements, typically 20 years, up to 25 percent of the organics may decay resulting in
settlements on the order of 0.20 to 0.30 inches. We anticipate that over the design life of floor
; slabs, typically 50 years, up to 50 percent of the organics may decay resulting in settlements on
the order of 0.30 to 0.45 inches. These floor slab settlements assume no topsoil is removed for
,I
building construction. We estimate that the differential settlement between the footings and the
' floor slabs will be on the order of 0.20 to 0.40 inches if no topsoil is removed in the floor slab
. areas.
~ Site Preparation
After che site has been cleared and graded to required subgrade level, the upper 12
inches of the exposed soil should be scarified, moisture conditioned and compacted to a
' minimum of 92% of the maximum dry density as determined by ASTM D-1557 (Modified
- Proctor) prior to construction or the placement of structural fill. This compaction should help
identify soft spots or fill areas which should be excavated and replaced. Also, prior to
, compacting the subgrade, a geotechnical engineer should review site conditions to attempt to
identify any existing fill areas.
~
HCI Consulttng Geotechnical Engineers & Geologlsts
i
SULLIVAN PARK ASSISTED LIVING FACILITY - ~►nC. Washington
_ Spc)k
Prc>joct No. S0397-0110
, Pagc 8
;
Excavation Characteristics
The on-site soils may be excavated with conventional soil excavation equipment. If
excavations are greater than four feet deep, such as in the case of footing excavations or utility
trenches, we recommend that the temporary excavations be sloped at 1.5:1 (horizontal to
vertical) in conjunction with OSHA regulations and local codes. The gravel soils tend to cave
;-easily when excavations exceed four feet in depth.
Structural Fill
, We separate fill into two categories; structural fill and non-structural fill.
Structural fill is defined as fill which underlies, or is situated within five feet of, building or
. pavement areas. Non-structural fill is fill which is at least five feet outside of building and
- pavement areas. Structural fill should consist of GW, GP, GM, SW, SP, or SM soil as
--designated by the Unified Soil Classification System, Plate 2.
Structural fill should be placed in eight-inch-thick, loose lifts at near-optimum
~ moisture content and compacted to a minimum 92% of the maximum dry density as determined
by ASTM D-1557 (Modified Proctor). Non-structural fill should be placed in twelve-inch-thick,
loose lifts and compacted to at least 85% of the maxirnum dry density as determined by ASTM
D-1557 (Modified Proctor). The on-site native and till soils appear to be suitable for use as
structural fill. It will be necessary to dry back or moisture condition these soils to near optimum
_ moisture content before placing and compacting them as structural fill. We recommend a large,
smooth-drum, vibratory roller be used for compaction.
HCI Consulting Geotechnical Engineers & Geologtsts
SULLIVAN PARK ASSISTED LIVING FACILITY - Spokane, Wd.tihinbton
ProjCCt No. S0397-01 10
, Page 9
Foundation Design
~We recommend that the proposed structure be supported by conventional column and
continuous spread footings. The foundations should bear on native red to orange-brown silty
gravel wi(h sand soils or on compacted structural Fll soils. After the foundation trenches are
;excavated in the native or structural fill soils, the upper 6 inches of exposed soi] should be
compacted to densify loose soil caused by excavation activities prior to the forming of footings
,
or placement of concrete.
' All foundation bearing surfaces should be free of loose soil, fill, and debris. Exterior
, footings should bear at least 36 inches below the exterior ground surface to protect against frost
1
action. The continuous spread foundations for the structure should be a minimurn of 16 inches
; wide. We recommend that continuous and isolated interior foundations for the structure be
designed based on a maximum allowable bearing pressure of 3500 pounds per square foot (psf).
The allowable bearing pressures may be increased by up to 30% to account for transient live
loads such as wind or seismic. Based on these recommendations, we are of the opinion that total
~ and differential settlements will be on the order of 2/3 inch and one-half inch over a 50-foot
- span, respectively.
' Concrete Slabs-On-Gcade
We recommend that the upper 12 inches of subgrade soil underlying concrete slab-on-
' grade floors be compacted to at least 92% of the maximum dry density as determined by ASTM
D-1557. The concrete slab-on-grade floors should be underiain by at least 4 inches of 5/8-inch-
minus, well-graded, crushed sand and gravel base course with less than 8% passing the #200
_ HCI Consulttng Geotechnical Engineers & Geologists
' SULLIVAN PARK ASSISTED LIVING FACILITY - SpokanC, Washington
Prc~jCCt No. S0397-0110
Page 10
sieve. The base course will provide structural support, a leveling course and moisture protection
; for the slab. The base course should be compacted to at least 92 % of the maximum dry density
-as determined by ASTM D-1557 (Modified Proctor). The slabs should be designed for the
anticipated use and loading.
~
Additional moisture protection may be provided beneath che concrete slab-on-grade
~
- floors in critical areas of the building. This should consist of a 2-inch-thick layer. of clean
~
coarse sand covered by thick polyethylene sheeting covered with an additional 2-inch-thick layer
~ of clean coarse sand. This barrier should be placed between the base course and the concrete
slab-on-grade floors. Although these recommendations are used, water vapor migration through
the concrete floor slab is still possible. Floor covering should be selected accordingly.
~
: Manufacturer's recommendations should be strictly followed.
Lateral Earth Pressures
Below-grade walls should be desianed to resist lateral earth pressures. We
, recommend the lateral earth pressures be calculated using an equivalent fluid pressure (efp) of
55 pounds per cubic foot for the at-rest case (no wall movement), 35 pounds per cubic foot for
the active case (wall movement away from soil mass) and 300 pounds per cubic foot for the -
- passive case (wall movement towards soil inass). A coefficient of friction between the sand soils
and concrete of f, = 0.4 should be used for retaining wall design. The above equivalent fluid
pressures assume that the wall is drained and that there are no hydrostatic forces acting on the
HCI Consulting Geatechnical Engineers & Geologists
; SULLIVAN PARK ASSISTED LlVING FACILITY - SpokanC, Washington
PrajCCt No. S0397-01 10
; Page I1
i ;
-wall. We recommend that the walls be drained so that hydrostatic forces do not affect the walls
' and to minimize the potential for leakage or seepage. Examples of wali drainage systems are
, - presented on Plate 8.
Seismicity
The proposed development site is located within Zone 2B in the 1994 edition of the
Uniform Building Code. Zone 2B corresponds to an earthquake of intensity VII on the Modified
` Mercalli scale or approximately 5.5 on the Richter scale. A soil coefficient of S2 as indicated
in Table 16-J of the 1994 UBC, should be used for seis►nic design.
' Pavement Design
Subgrade soils for the pavement areas will likely be existing dark grey to dark brown
silty gravel with sand fill soils. We recommend that the upper 12 inches of subgrade soil
' underlying the pavement section be moisture conditioned, proofrolled, and compacted to at least
, 92% of the maximum dry density as determined by ASTM D-1557. The proofrolling will help
delineate any "soft" spots that may require sub-excavation and recompaction. The pavement
; section should be designed to resist frost action and facilitate drainage by utilizing a base course
material consisting of 5/8-inch-minus, well-graded, crushed sand and gravel, with no more than
8% passing the #200 sieve. The base course should be compacted co at least 92% of the
;
maximum dry density as determined by ASTM D-1557 (Modified Proctor). Our pavement
HCI Consulctng Geotechnical Engineers & Geologlsts
SULLIVAN PARK ASSISTED LIVING FACILITY - Spokane, Wrashinbton
Prc>jr.ct No. S0397-0110
Page 12
thickness recommendations for aspfialtic concrete and portland cement concrete are presented
below. Our recommendations are based on traffic inforination supplied to HCI by Curry-
Brandaw Architects.
-
Desien Parameters
~ • 20 Year Design
• 1% Growth Per Year (assumed by HCI)
• 104 Garbage Trucks per year (assumed by HCI)
: • 120 Delivery Trucks per year
• 16,425 Passenger Vehicles Per Year (assumed by HCI)
• CBR = 18.2 Dark Grey Silty Gravel with Sand Fill (GM)
• A.C. = Asphaltic Concrete
• P.C.C. = Portland Cement Concrete
• B. C. = Base Course
Flexible Pavement 2.0 A.C. 4.0" B.C.
~ Rigid Pavement (A) 5.5 P.C.C. 2.0" B.C.
Rigid Pavement (B) 4.0 P. C. C. 4.0" B. C.
Storm Water Drainage and Ground Water
'
Development of this site will alter the run-off and infiltration characteristics of the
site. We recommend that run-off from the proposed structure be collected and directed away
- from the foundations. Site grading should allow for positive drainage of surface water away
from the proposed structure. Irrigation should be minimized adjacent to the structure.
'Garrison type soils are mapped on the site and confirmed by our subsurface
exploration. The Garrison soils are specifically mentioned in Spokane County's storm water
management "208" guidelines as soils acceptable for grassed "208" swale-drywell usage without
. ,
.
. HCI Consulting Geotethnical Engineers & Gtologists
:
SULLIVAN PARK ASSISTED LIVING FACILITY - Spokane, Washington
Prc~jCCt No. S0397-0110
, PabC 13
percolation testing in the field. Drywelis should be constructed no closer than 25 feet from the
structure to reduce the potential for moisture transmission under the concrete slab-on-grade
floors.
Please note that HCI can not be held responsible if drywells become a future
environmental liability. Future changes in the Washington Department of Ecology's position on
transmitting stormwater into the subsurface via drywells may effect property owners whose sites
~
utilize drywell disposal.
~ Ground water was not encountered in the test pits at the time of the evaluation. We
do not anticipate that ground water will be encountered in the utility trenches and footing
excavations at the time of construction.
; Construction Monitoring
We recommend that Howard Consultants, Inc. be retained to provide construction
' monitoring and special inspection services per U BC to veri fy the report recommendations have
, been followed. The costs for these services are not included in the scope of work for this
. evaluation. If we are not retained to provide the recommended construction monitoring services,
--we cannot be responsible for soil engineering related construction errors or omissions.
~ At a minimum, we recommend that Howard Consultants, Inc. be retained to:
,
. 1. Review the soil engineering aspects of the final grading and foundation plans
prior to construction;
,
2. Observe all earth work operations at the site;
~ .
- 3. Monitor compaction of all soil and aggregate fills; and
4. Observe the foundation excavations.
HCI Consulting Geotethnical Englneers & Geologtsts
SULLIVAN PARK ASSISTED LIVING FACILITY • Spwkanc, Washington
- Project No. S0397-0I 10
PagC 14
EVALUATION L[MITAT[ON'S
This report has been prepared to assist the planning and design of the Sullivan Park
i Assisted Living Facility to be located on Adams Road in Spokane, Washington. Our services
consist of professional opinions and conclusions made in accordance with generally accepted
~
--geotechnical engineering principles and practices. This acknowledgement is in lieu of all
'warranties either expressed or implied.
The following plates accompany and complete this report:
- Plate 1 - Site Schematic
Plate 2- Unified Soil Classification System
Plate 3- Sieve Analysis Results (Silty Gravel) - Fill
- Plate 4- Sieve Analysis ResuIts (Silty Sand With Gravel) - Native
. Plate S- Proctor Test Results (Dark Grey-Brown Silty Gravel with Sand) - Fill
' Plate 6- Proctor Test Results
(Red to Orange-Brown Silty Gravel with Sand) - Native
Plate 7- CBR Results (Dark Grey-Brown Silty Gravel with Sand) - Fill
, Plate 8- Wall Drainage Systems
Appendix A- Test Pit Logs
;
HCI Consulting Geotechnical Englneers & Gtologtsts
i
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, HCI ~ Howard Consultants, Inc.
~ NTS .
PLATE 1
i
~ MAJOR DIVISIONS SYMBOL TYPICAL NAMES
GW Well-Graded Gravel,
CLEAN Gravel-Sand Mixtures.
GRAVELS GP Poorly-Graded Gravel,
; Q Gravel-Sand Mixtures.
- - o GRAVELS
GM Silty Gravel, Gravel-
~ GRAVELS Sand-Silt Mixtures.
0 WITH
FINES GC Clayey Gravel, Gravel-
~ y. COARSE Sand-Clay Mixtures.
GRAINED
• SOILS SW Well-Graded Sand,
CLEAN Gravelly Sand.
SANDS
SP Poorly-Graded Sand,
- Gravelly Sand.
SANDS
SM Silty Sand,
. SANDS Sand-Silt Mixtures.
WITH
- FINES SC Clayey Sand,
; Sand-Clay Mixtures.
_ ML Inorganic Silt, Silty
or Clayey Fine Sand.
SILTS AND CLAYS
Inorganic Clay of Low
LIQUID LIMIT CL to Medium Plasticity,
LESS THAN 50% Sandy or Silty Clay.
~ OL Organic Silt and Clay
, FINE . of Low Plasticity.
GRAINED
SOILS Inorganic Silt, Mica-
MH ceous Silt, Fine Sand
SILTS AND CLAYS or Silt, Elastic Silt.
LIQUID LZMIT CH Inorganic Clay of High
~ GREATER THAN 50% Plasticity, Fat Clay.
t
~ OH Organic Clay of Medium
. to High Plasticity.
m Highly Organic Soils PT Peat, Muck and Other
w° Highly Organic Soils.
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UNIFIED SOIL CLASSIFICATION SYSTEM
ASTM D-2487, Standard Classification of Soils
For Engineering Purposes
,
HCI Howard Consultants, Inc.
- ~
i ■
PLATE 2
U.S. STMIQARD S1E1/E SIZES
' O ta O O O O
w- t N
• qt:
100 0
_ gp 10
W
. ~ F..
~ Q
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~ gp 20 Q
. ~
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N 70 30 Z_
> C/~ ~
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cc an <
' Q 60 ~
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. W 40 z
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20 80
10 90
~ ~ -r _r- - - ~ - - - - - - ~ C' -r- -r-r- ~ f ' rr-r-m ~ 100
W
. J 10 1 0.1 0.01 0.001
~
,
~ GRA SZE NCHES)
~ W PROJECT NAME: Sullivan Park Assisted Vving Facility
pl- PROJECT NO.: S0397-0110
Q DATE: March 23,1995
' SAMPLE LOCATION: Test Pit #2
SAMPLE DESCRlPTION: Dark grey silty gravel with sand (GM).
} PERCENT PASSING 4: 39.9ss
°D PERCENT PASSING 200: 16.5%
W TEST METHOD: AS D-422, D-1140, D-421
Y REFERENCE NO.: SL1014
REMARKS/DEVIATIONS: 6.8ss in-situ moisture content.
D U
S EVE A \A-YS S RES,_.,_S
HCI A Howard Consultants, Inc.
~
PLATE 3
' . • ~ ■ w
U.S. STANOARO SIEVE SIZES
~ O c0 r0 ~O O O
N
- 100 0
_ 90 10
W
~
Q
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cn
Z z w
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50 50
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20 80
- 10 ~ 90
p - - - -~-Y-r , - - - - - - - ~ ~ -rrrr-r- ~ rrrr -r- ~ 10 0
W
J 10 1 0.1 0.01 0.001
GRA ~J SZE ( ~CH ES
)
- PROJECT NAME: Sullivan Park Assisted Living Facility
PROJECT NO.: S0397--0110
Q DATE: March 23,1995
' SAMPLE LOCATION: Test Pit #8
. SAMPLE DESCRIPTION: Orange brown silty gravel with sand (GP-GM).
} PERCENT PASSING t2OO: : 23.Oss
m PERCENT PASSING 9.158
w TEST METHOD: AS D-422, D-1140, D-421
~ Y REFERENCE NO.: SL1014
W ~ REMARKS/DE\/IATIONS: 10.0sE in-situ moisture content.
. X.
D U
S EVE A\A_YS S RES.., ,_S
~ HCI A Howard Consultants, Inc.
i '
- - PLA7E 4
~ .
' 140 ,
- ~ 135
0
- o
- LU LL- 130 ~
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m 125
~
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' 2 a7 ~
115
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, ~
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9 5
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.
~ a
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J ~
- ~ .
80
0 5 10 15 20 25 30 35 44 45
' WATER CONTENT (PERCENT)
PROJECT NAME: Sullivan Park Assisted V'ving Facility
W PROJECT N0: S0397-0110
< DATE: March 24, 1995
SAMPLE LOCATION: Test Pit #2
- SAMPLE DESCRIPTION: Dark rY7. silty gravel with sand (GM).
TEST PROCEDURE: ASTM D- ~METHOD: C, Modified
_ m MOISTURE CONTENT: 8.5%
W DR'Y DENSITY: 130.5 PCF
- ,c REFERENCE NO.: SL1014 -
REMARKS/DEV1A110NS: 34.8s retained on 3/4 inch sieve.
n U
P ROC-OR -E S- RES,,_-s
HCI A Howard Consultants, Inc.
PLATE 5
, 140
~ 135
0
- o
W LL- 130
~
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m 125
~
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~ 120
v
~ 115
~
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0
' n 105
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ui100
-Z
9 5
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W 85
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- ~ .
~ 80 ,
0 5 10 15 24 25 30 35 40 45
' WATER CONTENT (PERCENT)
PROJECT NAME: Sullivan Park Assisted Living Facility
PROJECT N0: S0397-0110
. t DATE: March 24, 1995
~ SAMPLE LOCATION: Test Pit #8
- SAMPLE DESCRIPTION: Orange brown silty gravel with sand.
} TEST PROCEDURE: ASTM D-1557. METHOD: C, Modified
m MOISTURE CONTENT: 7.5s8
W DRY DENSITY: 133.0 PCF
Y REFERENCE NO.: SL1014
' W REMARKS/DEV1AT10NS: 47.7ss retained on 3/4 inch sieve.
~ U
PROC-OR -E S- RES.,,_-s
HCI - Howard Consultants, Inc.
~ i
- PLATE 6
~ I
CAL[FORNiA BEARING RAT[O DATA SHEEI'
Projoct sullivan park Sample No. sr.i n U
Source T P- 2 lob No. S 0 3 9 7- 01 10
Depth 0. 5 - 1. 5 f eet Sampled by DEP
Location n/a Date Sampled 3-22T
Identification n ,~a Date Received -i_ ~ a r,
- ~ Liquid Limit n/a MO[STURE-DENSITY CURVE
o Plastic Limit n/ a
Plasticity Index n/ a Me[hod A S TM p-1 557 c' , Mod i f i ed
Z Specific Gravity ~ 2. 6 0 Max. Dry Wt. 13 0. 5 #/Cu.Ft.
° Texture Classification n /a Opcimum Moisture g- 5$
, N
w} SOII C11SSiflCailOfl nR rk cZ rPV T,asrel with sand.
- ~ m Test Dry Density =12 5. 4 Pcf(9 6.(~'a of l 3 0A
' CBR = 18•2 %
Test Specimen molded at 8•0 % moisture (optimum)
Test Performed at 1 Q_ 1 % moisture
~ Remarks
Overburden Pressure = 75 Dsf
. . Measured ExDansion = 0.13
'
, .
CBR CURVE
, 800 . . . c .
700-
. . , c ~ r--~_~-
:
tL) . . , . t .
~ 600-
' Load (psi)
,
500- , . . . , . .
~ 4°°
. . . .
304-
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~~p 0.1 0.2 0•3 0.4 0.5
Penetrometer (inches)
HCI A Howard Consultants, Inc.
:
P1.ATE 7
- ~ .
'v
~.rx ~ 12 INCH MINIMUM
Q ' Dv "o .•o a: o• • ~
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. CLEAN DRAIN ROCK 1'-2' SIZE
„ •O . ~ -
WATERPROOFING
~ O •
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NON-WOVEN FILTER FABRIC
~ MIRAFI 140N OR EQUIVALENT
4 INCH DIAMETER
0 p 0 ' ' 0 PERFORATED PVC PIPE
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p , V • ' p . O,• . .
12 INCH MINIMUM
'v •o . , ~ ~ ~ o
6 INCH MAXIMUM
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NON-WDVEN FILTER FABRIC
RAFI 140N OR EQUIVALENT
~ 4MI
H DIAMETER
4 INC
PERFORATED PVC PIPE
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1`-2' DRAIN ROCK
\
/
WALL DRAINAGE SYSTEM
, _
HCI - Howard Consultants, Inc.
PLATE 8
APPENDIX A:
TEST PIT LOGS
HCI Consulting Geotechnlcal Englneers S~ Geologists
~
EXPLORATORY TEST PIT #1
W
1--
- o SULLIVAN PARK ASSISTED LIVING FACILITY
4th Avenue & Adacns Road
N
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0
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>
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DEPTH SOIL SOIL
_ (Feet) CLASS DFSCRIPTION
0.0 - 2.0 SP/GP Gravelly SAND with minor Silt (Fill) - Grey brown, medium
dense, moist.
_ 2.0 - 3.8 SM Silty SAND with Gravel (Topsoil) - Black, medium dense,
moist with some roots and organics.
3.8 - 6.3 GP-GM Silty GRAVEL with Sand (Alluvium) - Red brown, medium
dense, moist, boulders to 12 inches in size.
6.3 - 7.5 GP Sandy GRAVEL (Alluvium) - Grey, dense, moist.
W
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LL
Excavated on March 22, 1995.
No ground water encountered.
ui Test pit terminated at 7.5 feet below natural ground level.
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HCI ` Howard Consultants, Inc. ,
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PLA7E
EXPLORATORY TEST PIT #2
W
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4th Avenue & Adams Road
N
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- 0
Project No. S0397-0110
>
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DEPTH SOIL SOIL
(Feet) CLASS DESCRIPTION
0.0 - 3.5 GM Silty GRAVEL with Sand (Fill) - Dark brown, medium dense
to dense, moist. Dry density at 2' = 132 pounds per cubic
. foot at 9.2% moisture.
3.5 - 4.6 SM Silty SAND with some Gravel (Topsoil) - Black, medium
dense, moist with organics. Dry density at 4' = 105 pounds
per cubic faot at 16.2 % moisture.
4.6 - 9.2 GP-GM Silty SAND with Gravel (Alluvium) - Red brown, medium
dense, moist to wet, boulders to 24 inches in size.
W
J
LL
Excavated on March 22, 1995.
No ground water encountered.
W Test pit terminated at 9.2 feet below natural ground level.
< Bulk sample taken at 0.5' - 1.5'.
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~
HCI Howard Consultants, Inc.
. ~
PLATE
EXPLORATORY TEST PIT #3
W
i ~
Q
~ SULLIVAN PARK ASSISTED LIVING FACILITY
4th Avenue & Adams Road
~
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-N Project No. S0397-0110
>
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~ DEPTH SOIL SOIL
(Feet) CLASS DESCRIPTION
0.0 - 4.2 GM Silty GRAVEL with Sand (Fill) - Dark brown, medium dense
to dense, moist. Dry density at 2.5' = 123 pounds per cubic
foot at 9.9 % moisture.
4.2 - 5.3 SM Silty SAND with some Gravel (Topsoil) - Black, medium
dense, moist with organics. Dry density at 4' = 119 pounds
ger cubic foot at 11.2% moisture.
5.3 - 9.1 GP-GM Silty GRAVEL with Sand (Alluvium) - Red brown, medium
dense, moist to wet, boulders to 24 inches in size.
W
J
U.
Excavated on March 22, 1995.
No ground water encountered.
L Test pit terminated at 9.1 feet below natural ground level.
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HCI ~ Howard Consultants, Inc.
.
- PLATE
EXPLORATORY TEST PIT f#4
-W
F-
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4th Avenue & Adams Road
~
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>
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DEPTH SOIL SOIL
(Feet) CLASS DESCRIPTION
' 0.0 - 0.8 GM Silty GRAVEL with Sand (Fill) - Dark brown, medium dense
to dense, moist.
0.8 - 1.8 SM Silty SAND with some Gravel (Topsoil) - Black, medium
dense, moist with organics.
_ 1.8 - 4.0 GP-GM Silty GRAVEL with Sand (Alluvium) - Red brown, medium
dense, moist to wet, boulders to 24 inches in size. Dry density
at 2.3' = 105 pounds per cubic foot at 13.15'o moisture.
~ 4.0 - 9.5 GP Sandy GRAVEL with minor Silt (Alluvium) - Grey brown,
dense, moist, and boulders to 12 inches in size. Dry density
at 4.5' = 120 pounds per cubic foot at 7.7% moisture.
Excavated on March 22, 1995.
No ground water encountered.
~ Test pit terminated at 9.5 feet below natural ground level.
a
D
~
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0
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HCI ` Howard Consultants, Inc.
i '
PLATE
I ~
EXPLORATORY TEST PIT #5
W
H
o SULLIVAN PARK ASSISTED LIVING FACILITY
tn 4th Avenue & Adams Road
z
0
(n Project No. S0397-0110
>
_ W
~ m
DEPTH SOIL SOIL
(Feet) CLASS DFSCRIPTION
. 0.0 - 3.0 SM Silty SAND with Gravel (Fill) - Dark grey, loose, moist, with
some roots and organics. Dry density at 2' = 107 pounds per
~ cubic foot at 18.0 qo moisture.
3.0 - 4.0 SM Silty SAND with some Gravel (Topsoil) - Black, medium
dense, moist with organics.
4.0 - 4.8 GP-GM Silty GRAVEL with Sand (Alluvium) - Orange brown,
medium dense, moist. Dry density at 4.5' = 117 pounds per
cubic foot at 16.0% moisture.
W
J
4.8 - 9.0 GP Sandy GRAVEL with minor Silt (Alluviurn) - Grey brown,
dense, moist, and boulders to 18 inches in size.
Excavated on March 22, 1995.
No ground water encountered.
W Test pit terminated at 9.0 feet below natural ground level.
~
. Q
~
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0
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HCI Howard Consultants, Inc.
i
PLATE
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i
EXPLORATORY TEST PIT #6
W
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SULLIVAN PARK ASSISTED LIVING FACILITY
4th Avenue & Adams Road
N
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~
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>
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S
~ DEPTH SOIL SOIL
- (Feet) CLASS DESCRIPTION
0.0 - 2.5 GM Silty GRAVEL with Sand (Fill) - Dark grey, loose, moist,
with some roots and organics.
2.5 - 4.0 SM Silty SAND with some Gravel (Topsoil) - Black, medium
_ dense, moist with organics.
' 4.0 - 6.3 GP-GM Silty GRAVEL with Sand (Alluvium) - Orange brown,
medium dense, moist, boulders to 24 inches in size.
6.3 - 9.5 GP Sandy GRAVEL with minor Silt-(Alluvium) - Grey brown,
~ dense, moist.
~
Excavated on March 22, 1995.
No ground water encountered.
Test pit terminated at 9.5 feet below natural ground level.
W
H
Q
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,
HCI ` Howard Consultants, Inc.
.
PLATE
~ .
I
EXPLORATORY TEST PIT #7
w
~
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- ~ SULLIVAN PARK ASSISTED LIVING FACILITY
4th Avenue & Adams Road
z
0
N Project No. S0397-0110
>
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DEPTH SOIL SOIL
- (Feet) CLASS DESCRIPTION
.
0.0 - 4.5 GM Silty GRAVEL with Sand (Fill) - Dark brown, medium dense
_ to dense, moist. Dry density at 1.8' = 129.3 pounds per cubic
foot at 9.2 % moisture. Dry density at 3.8' = 124.2 pounds
per cubic foot at 10.8% moisture.
4.5 - 5.6 SM Silty SAND with some Gravel (Topsoil) - Black, medium
dense, moist with organics.
5.6 - 8.0 GP-GM Silty GRAVEL with Sand (Alluvium) - Red brown, medium
dense, moist to wet, boulders to 24 inches in size.
ui
-J
`z 8.0 - 9.0 GP Sandy GIftAVEL with minor Silt (Alluvium) - Grey brown,
dense, moist, boulders to 18 inches in size.
Excavated on March 22, 1995.
No ground water encountered.
ui Test pit terminated at 9.0 feet below natural ground level.
~
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~
~
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0
~
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~
HCI Howard Consultants, Inc.
~
PLATE
EXPLORATORY TEST PIT /t8
W
H
o SULLIVAN PARK ASSISTED LIVING FACILITY
4th Avenue & Adams Road
, N
, Z
- 0
Proj ect No. S0397-0110
>
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or m
' DEPTH SOIL SOIL
. (Feet) CLASS DESCRIPTION
:
~ 0.0 - 2.5 GM Silty GRAVEL with Sand (Fill) - Dark brown, medium dense
to dense, moist.
2.5 - 4.0 SM Silty SAND with some Gravel (Topsoil) - Black, medium
dense, moist with organics. Dry density at 2.5' = 106.5
pounds per cubic foot at 17.1 % moisture.
4.0 - 6.0 GP-GM Silty GRAVEL with Sand (Alluvium) - Red brown, medium
dense, moist to wet, boulders to 24 inches in size. Dry density
at 4.4' = 118.2 pounds per cubic foot at 12.8% moisture.
• W
J •
: LL 6.0 - 8.8 GP Sandy GRAVEL with minor Silt (Alluvium) - Grey brown,
dense, moist, boulders to 18 inches in size.
Excavated on March 22, 1995.
No ground water encountered.
Test pit terminated at 8.8 feet below natural ground level.
3 Bulk sarnple taken at 4. 0' - 5.0'.
}
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HCI Howard Consultants, Inc.
' PLATE
~
EXPLORATORY TEST PIT #9
- W
~
- o SULLIVAN PARK ASSISTED LIVING FACILITY
4th Avenue & Adams Road
. ~
z
0
CA Project No. S0397-0110
>
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~ m
DEPTH SOIL SOIL
(Feet) CLASS DESCRIPTION
_ 0.0 - 2.9 GM Silty GRAVEL with Sand (Fill) - Dark brown, medium dense
to dense, moist. Dry densicy at 1.8' = 126.3 pounds per cubic
~ foot at 8.2 % moisture.
'
2.9-3.8 SM Silty SAND with some Gravel (Topsoil) - Black, medium
dense, moist with organics.
3.8 - 6.2 GP-GM Silty SAND with Gravel (Alluvium) - Red brown, medium
dense, moist to wet, boulders to 24 inches in size. Dry density
at 4' = 116.6 pounds per cubic foot at 11.29b moisture. . W
J
6.2 - 9.0 GP Sandy GRAVEL with minor Silt (Alluvium) - Grey brown,
dense, moist, boulders to 18 inches in size.
Excavated on March 22, 1995. No ground water encountered.
LU Test pit terminated at 9.0 feet below natural ground level.
Q
~
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, HCI Howard Consultants, Inc.
_ ,.,PLATE
Appendix
[suLuvAI.xLsIA
BOWSTRING METHOD (fEN YEAK STORM OESIGN) suUivanl PROJECT: Adems Rd. Imp. TIME OF CONCENTRATION (minutes)
DETENTION BASIN DESIGN BASIN, ONE
REVIEWER: Tc (overlan asphall Tc (gutter) Areas C. A'C
NUMBER OF DRYYVELLS PROPOSED DATE: 23-Jun-95
1 Sinple pype A 0 Double (rype B) Ct = 0.15 L2 = 187 imp 0.20 0 90 0.18
Totel Area (calc )(see H1) 0.20 Zt = 12.5 nat 0.00 0.30 0
Time oiConc. (calc.) (see H1) 5.00 U(A) = 0 Z2 ~ 1 landscape 0.00 0.15 0
Composita'C' (calc.) (see Ht) 0.90 N(A) = 04 B= 0.5 0 00 0.00 0
Time of Conc. (min) 5.00 S(A) = 0.025 n= 0.018 0,00 0 00 0
Area (Aaes) 0.2 s= 0,0022 0.00 0 00 0
C' Factnr 0.90 Tc (A) = 0 00 d= 0.238 0.00 0 00 0
Impervious Area (sq. N.) 8712 Total A Comp'C"
Volume Provided 208: 728 STORM 728 Lt (B) = 0 Tc (gu) = 2,77 020 0 90
Oulflow (cfs) 0.3 N(8) = 0 Tc(A+8) = 0,00
Area' C Fector 0.18 S(B) = 0 0=C'I'A= 0.51
= Tc(ro1.) = 5.00 Q(ast.) = 0.56
#1 02 03 94 t5 M8 #7 Tc (B) = 0.0 Inlensily = 3.18
Time Time Intenairy Q dev. V in V out Storege A= 0,501347
Inc. Inc. WP = 3.8211
(min.) (sec.) (in.mr.) (ds) (cu. A.) (cu. rt.) (cu, fi.) R= 0,1312
(01'60) (A'C'M3) (Outl,'02) (MSit6) V= 1,12
- =-z_=== ===a__=== r._..~....._ Tc (lotal) ~ Tc (overlend) + Tc (gutter) Tc(gu) = 2.77
5.00 300.00 3.18 0.57 230 80,00 140 Tc (oveAand) = CP(L1'WS"0,5)"0,6) Q(esq = 0.56
Ct = 0.15
5 300 3.18 0,57 230 90 140 L1 = Length af Ovedand Flow Holding = 4.88
10 800 2,24 0.40 283 180 103 N= frictlon factor of oveAand 8ow ( 4 fa everege grass cover)
15 900 1.77 0.31 318 270 49 S= average slope of oveAand ilow
20 1200 1.45 0 28 340 360 -20 Tc (gutter) = lenglh (ft.)/Velociy (ftJsec.)160
25 1500 1.21 0 22 349 450 -101 8= 8ottom wldlh of purier or ditch
30 1800 1.04 0.19 358 540 -184 Zt = inverse of aoss slope one of ditch
35 2100 0.91 0.16 361 630 •289 Z2 = inverse af aosa slope Nro of ditch
40 2400 0.82 0.15 389 720 -351 d= deplh o( Aaw In gutter (estimete, cherk estlmate with Flow)
45 2700 0.74 0.13 373 810 437 Area = d'13+41"1f1'(Z1+Z2)
50 3000 0.68 0.12 360 900 •520 Wetted parimater - B'd+(tlsin(atn(121))+11sin(atn(1fZ2)))
55 3300 0.84 0.11 392 990 -508 Hydraufic Radius = R= AreaMletled Perimeter
BO 3800 0.61 0.11 406 1080 -614 Velodry =1.486In'R".687's".5
65 3800 0.60 0.11 432 1170 •738 FIow=Velodry'Area
70 4200 0.58 0.10 449 1280 -811 n= 0 018 fa asphell
75 4500 0.56 0.10 484 1350 -886 s= longltudfnef slope of gutter
90 4800 0.53 0.10 488 1444 -972
85 5100 0.52 0.09 487 1530 -1043
90 5400 0,50 0.09 495 1820 -1125
95 5700 0.49 0.09 512 1710 -1198
100 6000 0.48 0.09 527 1800 -1273
DRAINAGE POND CALCULATIONS
Required grassy swale pond storage volume
=lmpervious Area x.51nJ 12 inJfl. = 383 w. ft.
provided: 728 a. R OKI
DRYWELL REQUIREMENTS -10 YEAfi DESIGN STORM
Maximum storage required by Bowstring = 140 a. fl.
provided: 728 a. fl, OKI
Number and type of Orywells Required = 1 Single 0 Qouble
Page t
PROJECT vA-3 PAR1L Ass~ . ~~~(,,,,-JOB NO. 1oV ~b SHEET
i
f'J'U-B,k DESIGNED DATE
ITEM ~ UB,\ Po a O L St c7~ CHECKEO DATE
,
OAO
;,T A ivU ;OU s~ I 01 425
ADPRor~~a~ ZoAp►j q-A
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0,20 Ac.
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~ - - o _ ' _ ~ _ L~_ 3 6 `t, A ,s
~ . - - - - a , = - - __a 182 L .F .
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~ - - - - - - - - - - - - - -
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[suuivA2xLsw
BOWSTRING METH00 (TEN YEAR STORM DESIGN) sullivanl PROJECT: Adams Rd. Imp TIME OF CONCENTRATION (minutes)
OETENTION BASIN DESIGN BASIN: TWO
REVIEINER: Tc (ovedan esphalt Tc (gutter) Areas C. A•C
NUMBER OF DRYWELLS PROPOSED DATE: 23Jun-95
1 Single (ype A 0 Double (ype 8) Ct = 0,15 L2 = 217 imp 0.12 0.90 0.108
TotalArea (calc.) (seeH1) 0.12 Z1 = 12.5 nat 000 0.30 0
Tune of Conc. (calc,) (see H1) 5.00 L1(A) = 0 Z2 = 1 lendscape 0.00 0.15 D
Camposiie'C" (calc.) (sae H1) 0.90 N(A) = 0.4 B= 0.5 0.00 0.00 0
Time of Conc. (min) 5.00 S(A) = 0.025 n= 0.018 0 00 0.00 0
Araa (Aaes) 0.11 s= 0.018 0 00 0.00 0
C Fador 0.80 Tc (A) = 0,00 d= 0.12 0 00 0.00 0
Impervious Area (sq. ft.) 5227.2 Tolal A Gomp "C"
Vdume Provided 208: 225 STORM 225 L1(B) = 0 Tc (gu) = 1.87 0.12 0.90
putflow (ds) 0.3 N(8) = 0 Tc(A+B) = 0.00
Nea' C" facta 0.11 S(B) = 0 Q=C'I•A= 0.34
°---r~=~ Tc(laL) = 5.00 Q(esl.) = 0.34
xt 02 03 #W r5 ifi 81 Tc (8) = 0,0 Intensiry = 3.18
Tima Time Intensity Q dev. V In V oul Storage A= 01572
Inc. Inc. WP = 2.1745
(min.) (sec.) (in,mr.) (ds) (a. ft.) (cu. fl.) (cu. ft.) R = 00723
(O1'60) (A'C'il3) (OW.*#2) l0546l V= 216
- - - - - -
- Tc (total) = Tc (oveAend) + Tc (gurier) Tc(gu) = 1.87
5 00 300.00 3.18 0.34 138 90.00 48 Tc (oveAand) = CP(L1 •WS^O.S)^0 6) Q(esl) = 0.34
C1= 0.15
5 300 3.18 0.34 136 80 48 L1 = Length of Ovedend Flow Holding = 5,43
10 800 2.24 0.24 170 180 •10 N= fidfon fedor of oveAend flow (.4 for everage gress cover)
15 900 1.77 0.19 192. 270 -78 S■ averape slope of overland flow
20 1200 1.45 016 204 360 -156 Tc (pufler) = Lenglh (ft.)Nelocity (fllsec,)/60
25 1590 1.21 0.13 209 450 -241 B= Borian widlh ol gutter or ditch
30 1800 1.04 0.11 214 540 -328 Z1= inverse of cross sloae one of ditch
35 2100 0.91 0.10 218 630 -414 Z2 = inverse of aoss slope Mro of ditch
40 2400 0.82 0.09 222 720 -498 d= deplh of Baw in gulter (estimate, chedc esGmate wflh Flow)
45 2700 0.74 0.08 224 810 •566 Area = d'B+d"212'(Z1+Z2)
50 3000 0,68 0.07 228 900 -672 Wetta4perimeter=B'd+(tfain(atn(t21))+11sin(atn(1lZ2))}
55 3300 0.64 0.07 235 990 -755 Hydrautic Radius = R= AreaANetted Perimeter
BO 3600 0.81 0.07 244 1080 •838 Velodry =1.4861n'R".681•s".5
65 3900 0.80 0.06 259 1170 -911 flow = Velodry'Area
TO 4200 0.58 0.06 269 1280 •991 n= 0.018 for asphall
75 4500 0.56 0.06 278 1350 •1072 s= lanpitudinal slope oi putter
BO 4800 0,53 0.06 281 1440 •1159
65 5100 0.52 0.09 292 1530 -1238
90 5400 0.50 0 05 297 1620 •1323
95 5700 0.49 0.05 307 1710 -1403
100 6000 0.48 0.05 316 1800 •1484
ORAINAGE POND CALCULATIONS
Requfred grassy swale pond storage volume
= Impervious Area x.5 in112 fnJR. = 218 cu. R.
provlded: 225 w. A. OKI
DRYWELL REQUIREMENTg• 10 YEAR DESIGN STORM
Maximum storape required by BowsUing = 48 cu. fl,
provlded: 225 cu. fL OKI
Number and rype of Drywelis Required = 1 Sin01e 0 Double
Page 1
PROJECT JOB NO. 1 Uo \ 8 SHEET
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80YVSTRING METHOD (TEN YEAR STORM DESIGN) sulllvant PROJECT: 4ih Ave. Imp. TIME OF CONCENTRATION (minutes)
DETENTION BASIN DESIGN BASIN: One
REVIEIVER: Tc (overtan asphall Tc (gutter) Areas 'C A'C
NUMBER OF DRYWELLS PROPOSED DATE: 18-Mey95
t Single (type A 0 Double (type B) C1= 0.15 L2 = 200 imp 0.22 0 90 0196
Total Area (calc.) (see H1) 0.22 Zt = 12.5 nat 0.00 0,30 0
Time oi Conc. (cafc.) (see H1 ) 5.00 L1(A) = 0 72 = 1 landscape 0.00 0.15 0
Composite'C' (calc.) (see Ht) 0.90 N(A) = 0.4 B= 0.5 0.00 0.00 0
Time of Canc. (min) 5.00 S(A) = 0.025 n= 0.016 0.00 0 DO 0
Area(Acres) 0.22 8 = 0.0051 0.00 0 00 0
C' Factor 0.80 Tc (A) = 0.00 d= 0.11 0.00 0 00 0
Impervious Area (sq. ft.) 9583.2 Total A Comp'C"
Volume Provided 208: 400 STORM 400 Lt (B) = 0 Tc (gu) = 2.10 0 22 0.90
Outflow (ds) 0.3 N(B) = 0 Tc(A*8) = 0.00
Area' C Fettot 0.20 S(B) = 0 p=C'1'A= 0.63
e=::eoee=- n~~===--- ==='==aea Tc(to1.) = 5.00 Q(est.) = 0.64
#t 02 83 #4 05 88 $7 Tc (B) = 0,0 Intensiy = 3.18
Time Time Intensiry 0 dev. V In V out Storage A= 0.402675
Inc. Inc. WP = 3.4304
(Mn.) (set,) (in.lAr.) (ds) (w. ft.) (a. ft.) (cu. ft.) R = 0.1114
(01'60) (A'C-83) (Oud.'i2) (05'N6) V= 1.59
Tc (toial) = Tc (ovedand) + Tc (gutter) Tqgu) = 2.10
' 5,00 300.00 3.16 0.63 253 90.00 163 Tc(oveAand)=CN(L1'N!S^O.S)A0.6) p(esq= 0.64
Ct = 0.15
5 300 3.18 0.63 153 90 183 Lt = Length of OveAand Flow Holding = 5.00
10 600 2.24 0.44 311 180 131 N= fridion fador of oveAand flow ( 4(or everege gress cover)
15 800 1,77 0.35 351 270 Bt S=. average alope oi ouedand Bow
10 1200 1.45 0.19 374 360 14 Tc (gurier) = Length (ft.)/Velociry (ftJsec.)/fiO
15 1500 1.21 0.24 384 450 -68 B= Boqom width ol gutter or ditch
30 1800 1.04 0.21 392 540 •118 Z1 = inverse of cross slope one of ditch
35 2100 0.91 0.18 397 830 •233 Z2 = Inuerse of uoss slope Nro of ditch
40 2400 0.82 0.18 408 720 -314 d = deplh of Aow m guGer (esUmate, check estimate wilh Flow)
45 2100 0.74 0.15 411 810 -398 Area = d`B+d^2J2'(Z1+Z2)
50 3000 0.68 0.13 418 800 -482 Wettedperimeter=8'd+(1/sin(aln(121))+17sin(atn(1lZ2)))
55 3300 0.84 0.13 431 990 -559 Hydreulic Radius = R= AreaMfetted Perimeter
60 3600 0.81 0.12 447 1060 -633 velociry=i.aaem*R^.sst's".5
65 3900 0.60 0.12 475 1170 -685 Flow = Vefociry'Area
70 4200 0.58 0.11 491 1280 -768 n= 0.018 for asphalt
75 4500 0.56 0,11 510 1350 -840 s= longitudinal slope of gutter
80 4600 0.53 0.10 514 1440 -928
85 5100 0,52 0.10 538 1530 -884
80 5400 0,50 0.10 545 1620 •1075
95 5700 0.49 0.10 563 1710 •1147
100 6000 0.48 0.10 580 1800 •1220
ORAINAGE POND CALCULATIONS
Required grassy swafe pond slorage volume
~ Impervious Area x.5 fn112 in1ft. = 389 cu. ft.
provided: 400 ar. fl. OKI
DRYWELL REQUIREMENTS -10 YEAR DESIGN STORM
Meximum storase required by Bowstring = 163 cu. ft.
provided: 400 cu, ft, OKI
Number end type oi Orywefls Required = 1 Single 0 Double
Page 1
PROJECT Su~~ `v A^' Aa'~ JOB NO. 1 Vo b SHEET
~
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ITEM 2dti 0430
, CHECKED DATE
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SPOKANE COUNTY I]VTERIM ROAD & DP:AINAGE
SUBMMAL CHECLST
PROIECT # Q a'S 144 C~ DATE:
PROJECT HAME: SvtL1vMPa
PROJECT SPONSOR: C vTL @I TEL # (s o~) -55g - ti Og o
PROJECT ENGINEER: TEL # 41 (Road .4c Drainage Pians)
PROJECT SURVEYOR: , TEL #
(Ptac) '
PLEASE PROYIDE A RESPOHSE TO EACH OF THT FOLLOWING ITEMS.
GEiYERAL ITEMS
,rd u w 0 Yr,► O 1. A signed "AGR.EEi'Y1ENT TO PAY FEES" form has been submicced to Spokane Councy along wich an.:
applicable plat Eees, prior co any pre-design/presubmictal meeting
Yn e•b o !!1A 0 2. I have a copy of, and have reviewed the mosc recenc condicions of approval and any EIS/MDNS requirezuencs
and condicions of approva] have been incorporated in chis plan submictal.
PROJECT DESIGY
N•h CK, oY,,► 0 1. I liave cornpleced a minimum of une pre-clesign meecing wich Spokane Councy Developmenc EnLinct-rin,-,
Scrvices Engineers where agreemenc was reached oa drainage desiga approach.
,rh 21~ 0N~ACI 2. I have included che resulcs of any geocectinical cesring chac is required by che desig❑ approach co verify clesi~~c1
paramecers.
,•d Efr, Cl Y/A 0 3. I have included any reyuired pavcmen[ design calculacions on ❑ew Public roadways 3s required by cli~-
"SPOKAiYE COiJ'iVTY STAINIDA.RDS FOR ROAD AiND SEWER CONSTRUCTION", latesc edicion.
Yc, ~ ~~All 4. The road and dra.inage plans comply wich che"STriNDARD ROA.D PLA1V" requiremencs for plan, prohlt.
and cypical cross seccion elemencs concained in"SPOK-ANE COUNTY STANDARDS FOR ROA.D AyD
SEWER CONSTRUCTION" lacesc edition excepc as allowed chrough approved design deviauoas.
,r« s w ~ ~~ACD 5. The drainage report incorporaces che cninimum requiremencs for a storm drainage analysis as noced in ch~
GSM and ocher icems wluch are appropriace ro demonsuace chac che design meecs all requiremencs of ch~
Spokane County GuiclClines for Stormwacer Managemrnc excepc as allowed through approved dcsign
deviacions.
,•ti Q w 0 v,,► Ero"6. A complece drainage basin map wich cime of concenrracion pachs shown has bee-n included wich che decailzd
hydrology calculacioa5. Dra.inage basin map shows copography, proposed drainage feacures, and correfaczs
wich hydrology calculacions. .
Yn 0NO 0 YIA IE6. All applicable traffic signing requiremencs are mec and have been incorporated in the pian submiccal.
,ra 0 140 0141,► 31-,-8. I have included copies of all approved DESIGN DEVIATIONS which are required for chis projecc.
Y., e,~ Q N„► D 9. The pla.ns and drainage reporc are scamped, signed, and daced, and concains, che applicable cenificacion
scacemen[.
Ye, 0 So C3 M,A D"'10. I have inciuded an adequate erosion concrol plan and applicabie standard plan notes.
,rti a'~0 r,IAD 11. I have secured approvals from ali applicable outside agencies such as fire disrricts where applicable and havr
included proof of cbeir approvals..
Yp Er~ 0;v„► D 12. I have provided an aeeepcable means for perpetual mainceaance ot screet and drainage facilicies chac is
accepcable co SpokanC County and have secured and included copies of any reqwred ea.semencs.
Ytl GK C] N/,►~ 13. I have revieweci the plans, calculacions and ocher submictal daca for completeness, accuracy and consiscrnc:},
and have submiaed two copiCS of pians and (1) bound dr3inage reporc.
UckplaN 1.0/h1ay95 1
I und cscand that the requirements noted above are the minimum requirements necrssary to perform a eutsory ctiwiew of thc projecc
plans, , ~od chat addiaonal infocmation should be included with this submittal as nacssary.
I understand that this submittal will be chxked for completeness prior to review, and that it will be returned foc further informacion
if ic is found to be incomplcte.
I understand that this submittal will not be accepted for review (and placed on the review list) until all required infocmation
has been submitted.
Form compteced by the responsible Engineer: C
Company: 73-V-t3 C Na~ti ~ c; a5
Address: `-122
Zip code
Dace:
SUBMITTAL: Accepced for review.
Renu-ned for submictal of the following:
GENERAL ITEM # :
PROJECT DESIGN
RESUBMITTAL ITEM
Form renuned to:
Company: ,
Address:
Dace:
By:
Spokane County Public Works Development Services
Uckplacv 1.0/May95 2
Sullivan Park Assisted Living 4th Avenue Improvements
CENTER CENTER CEIJTER EXISTING DIST SLOPE EDGE DIST FROM MINIMUM MAXIMUM DESIGN EDGE OF TOP OF
LINE LINE LINE EOP C/L TO C/L TO PAVEMENT EOP TO CURB ELEVATION ELEVATION ELEVATION PAVEMENT CURB
STATION ELEVATION GRADE ELEVATION EOP EOP % SLOPE AT CURB AT CURB TOC TO GUTTER GRADE
20054.09 2013.663 2013.71 13.90 0.34 4.60 2013.96 2014.03 2014.32 7.26
20100.00 2014.378 1.56 2014.36 10.27 -0.20 9.00 2014.40 2014.59 2014.56 -2.43 0.52
20150.00 2015.054 1.35 2014.95 8.74 -1.19 10.00 2074.95 2015.17 2014.97 -4.29 0.82
20200.00 2015.331 0.55 2015.21 8.82 -1.37 70.00 2015.21 2015.43 2015.23 -4 29 0.52
20250.00 2015.613 0.56 2015.48 8.90 -1.49 12.00 2015.39 2015.66 2015.50 -3.48 0.54
20300.00 2015.615 0.00 2015.61 10.00 •0.05 13.00 2015.48 2015.77 2016.75 -2.13 0.50
20336.74
Sullivan Park Assisted Living Adams Road Improvements
CENTER CENTER CENTER EXISTING DIST SLOPE EDGE DIST FROM MINIMUM MAXIMUM DESIGN EDGE OF TOP OF
LINE LIfdE LINE EOP C!L TO C/L TO PAVEMENT EOP TO CURB ELEVATION ELEVATION ELEVATION PAVEMENT CURB
STATION ELEVATION GRADE ELEVATION EOP EaP 96 SLOPE AT CURB AT CURB TOC TO GUTTER GRADE
10000.00 2009.202 2009.12 8.72 -0.94 14.78 2008.91 2009.24 2009.22 -2.12
10050.00 2009.011 -0.38 2008.97 9.01 -0.46 14.49 2008.77 2009.10 2008.86 -3.81 -0.73
10100.00 2008.847 -0.33 2008.71 8.00 -1.71 15.50 2008.47 2008.82 2008.59 -3.61 -0.54
10150.00 2008.679 -0.34 2008.61 7.00 -0.99 16.50 2008.32 2008.70 2008.33 -4.43 -0.52
10200.00 2008.624 -0.11 2008.64 11.01 0.15 12.49 2008.53 2008.81 2008.62 -3.69 0.58
10250.00 2008.800 0.35 2008.86 11.31 0.53 12.19 2008.76 2009.03 2008.88 -3.41 0.52
10300.00 2009.906 2.21 2010.01 11.34 0.92 12.16 2009.92 2010.18 2009.97 -4.03 2.17
10350.00 2011.140 2.47 2011.29 11.34 1.32 12.16 2011.20 2011.46 2011.37 -2.90 2.80
10400.00 2012.469 2.66 2012.55 11.39 0.71 12.11 2012.46 2012.72 2012.57 -3.44 2.41
10450.00 2013.557 2.18 2013.57 11.43 0.11 12.07 2013.48 2013.74 2013.58 -3.58 2.01
10500.00 2014.225 1.34 2014.22 11.56 -0.04 11.94 2014.14 2014.40 2014.35 -2.44 1.55
10550.00 2014.328 0.21 2014.29 9.00 -0.42 14,50 2014.09 2014.42 2014.10 -4.42 -0.50
10600.00 2013.992 -0.67 2013.96 10.00 -0.32 13.50 2013.81 2014.11 2013.81 -4.46 -0.58
10625.00 2013.768 -0.90 2013.71 10.97 -0.53 12.53 2013.60 2013.87 2013.68 -3.76 -0.52
~ - .
$OADWAY Y1riM()~FT BO. SP[~KSti~
BorA Na. U2645650
KNOw ALL By THEsE FREsE,vrs, a= {devtbmco, as "pRL,%'cIP_AJ.,, ~ PANCO CONSTRUCTSON, INC.
amd
Hprlp4'G C461PgNy IJNITED PACIFIC INSURANCE OOMPANY
acoqx=nd= arg==sd. =idem=g cnder dw [sm►s of che scmof Pennsvlvania _
md madwri=d mtrm{x 8 SUaCtjt bwhx:ss Ia thG $tZLC Of RtaSbmgiQu. 3S "SwAy. - ZIE 6=W aud E=ij/ ZTOtlIId i2Lll0 spGIm18
C==y, a Pcacrl subdivisim af tbc 3tam of WadC=gUm. as 'pbligce.' ia che geaai mm af•
FIFTY-FOUR THOUSAND & NO/00-- Don= (S 54,000.00
la9vfnl moVzy of thc Uunocd 3taie of Amesica, for the peY== of which dz Prtw:i~ apd Surefv bind Alemsdves, ftcr fledrs.
. =Cccmus. xri" . macc=is an: amigus, lomriY aad sev°~". ff-mm-~~ by;t= }me=.
WKERF.AS, said Pri~cignt is t~ tkva,avcr' of amj= of tu3d ia Spobcaat Cxuaty imown as A ocrt'°icn Cf Zract 1,37
cf Vera(a recorded aLvisirn rn fil+e in valuce'O" ciE Plats @Paqe 30 Recorr3s cf ~r~e axI'tY)
emrt beiug Focmod ia Socs= 23 Taavaqtip 25 ti•orth, Ra=G 44 E.W --A.. Tn SpQtaae C.=Mty,
wa~ing~ md said Catwy has requirec ta a bmd be ftanshed 'm 3n mn= smT2ci= to pay the cosi of
MMDSug oa Ghe amtaved grades, curbe, si+kwallm, dtai=te c=rrol andlmr pavasg of crndwavs 4zc.cut to sryd oe%e.Lop=w.
aitd such od2et wok as bi =idLrmI 3u,i =cmmary thcxcto, aII ia a=ids= with Spo.iczae Cougty c'Zfl2d Ihpzsmm
sp ific tivas. aad b rtre. sads5ct~= of the Spoiam Countv Engbeer: mch imp.ro%*== m be crn pteted two (M vPars w
Less tcma vai= said. aate: pcrio~d, be ==dtd as dim- vpaomz of d= Spak= Cvamy c.n
t3pon fMI=C of PriaZipd to CoMp1y wft the 9=d beiein a'ibh the dme aubriz.:d. aad up= dtliveiy
of wri= no~ d=caf bY dblige to Sam-tY, de St=y dun rnabe smkftcdoa w Obiige co dze eauc ai cl2is Bana.
'rhC abaigfinn af tl2is AaW 4aI 6e bmgt m fuil lb= 23ad effectzmi1, ia &e opmim of ft CyMiac. Ebe zcZad~
h~ia staoad 3ave Eroea samfoed, in whicli cvcst wriftm =Eezm avZ1 bc gSreu bv the Obdigpr, tLe, Qb '
Lgx having sale riggtc o
5Qq= su,ch rclease Suzray bc=by waioes ad rigbts to re3zast fram th= abEgu5m v=cpt as huein sraiocL
y-IGNED A:%
jD SEAz..~~n a'ds 22nd ~ af April , 19 96 ,
P ~ Co io~ Inc.
. PRL•G~AL C~s1: Bv : .
Addn= P.O. Box 13388
cay, y-=*-. Spokane, WA.
.
zip99213 pbpQgAi; 509-922-00-00
sotvnn4G coAWANY: United Pacific Insurance CompanX
AAkk-vm P .O . Box 2151
Citr,Statm. Spokane, Washington ,
c~ 99210
p~= ( 509 ) 358-39fp
.r~ Lois Stewart, Attorney-in-Fact
n.......~..,, - . . _
BOND ESTIMATE
- - - - -
, PROJECT Sullivan Park Care Fac. S. 412 Adams Rd. NAME Doug Busko DATE 13-Oct-95
- - - - -
DRAINAGE ITEMS UNITS QUANTITY PRICE COST
1) Drywell - Type A EA 3 1250.00 3750.00
2) Dryweil - Type B ~ EA 1560.00 0.00
3) Grate - Type 1 EA 315.00 0.00
4) Grate Type 2 EA 340.00 0.00
5) Grate - Type 4 EA 3 300.00 900.00
6) Backfili For DW CY 90 16.00 1440.00
7) Concrete Inlet EA 750.00 0.00
8) C.M. Pipe 10" Dia. LF 23.00 0.00
9) C.M. Pipe 12" Dia. LF 27.00 0.00
10) C.M. Pipe 15" Dia. LF 27.80 0.00
11) C.M. Pipe 18" Dia. LF 31.50 0.00
12) Precast Manhole EA 1500.00 0.00
13) Solid lid EA 310.00 0.00
14) Ditch Excavation CY 10.00 0.00
15) Sod SF 1930 0.70 1351.00
NON STANDARD DRAINAGE ITEMS
1) Wilbert Vault Curb Inlet EA 250.00 0.00
2) 0.00
3) 0.00
4) 0.00
5) 0.00
6) 0.00
DRAINAGE SUBTOTAL 7441.00
-
16) Monuments EA 185.00 0.00
17) Barricade LF 33.00 0.00
18) Street Signs EA 85.00 0.00
OTHER SUBTOTAL 0.00
- -
GRADING, SURFACING, CURB, AND SIDEWALK
19) Rough Grade CY 278 10.00 2780.00
20) Top Course CY 208 16.00 3328.00
21) Base Course CY 16.00 0.00
22) Asphalt Concrete Tons 285 44.40 12654.00
23) Curb Type A LF 7.00 0.00
24) Curb Type B LF 1008 8.00 8064.00
25) Curb Type R LF 8.00 0.00
26) Sidewalk SQ YD 672 16.70 11222.40
NON-STANDARD ROAD ITEMS
- - - - - - -
1 ) 0.00
2) ~ 0.00
3,) 0.00
4) 0.00
- - - - - - - - - - - - - -
' GRADING AND SURFACING 38048.40
GRAND TOTAL 45,489.40
STREET QUANTITIES
PROJECT NO.- B95140 DESIGNER- DWB DATE- 10/12/95
PROJECT DESCRIPTION- Sullivan Park Care Facility S. 412 Adams Road
STREET # 1
NAME- ADAMS RD. LENGTH- 671.32 FT. WIDTH- 12.50 FT.
BEGINNING STATION = 10000.00 ENDING STATION = 10671.32
ONE SIDE ONLY PWIDTH= 23.50 EWIDTH= 11.00 QWIDTH= 0.00
TERM # 1 : CHOPPED
TERM # 2 : CHOPPED
ITEM MEASUREMENT QUANTITY
SURFACE AREA- 8391.50 S.F. •
ROADWAY EXCAVATION 0.67 FT. 207.2 C.Y.
CRUSHED SURFACING TOP COURSE 0.50 FT. 155.4 C.Y.
CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y.
ASPHALT CONCRETE 0.33 FT. 212.4 TONS
CURB TYPE B EXISTING 0.00 FT. PKOPOSED 671.3 FT.
SIDEWALK EXISTING 0.00 S.Y. PROPOSED 447.5 S.Y.
STREET # 2
NAME- 4TH AVENUE LENGTH- 336.74 FT. WIDTH- 8.50 FT.
BEGITTNING STATION = 20000.00 ENDING STATION = 20336.74
ONE SIDE ONLY PWIDTH= 18.50 EWIDTH= 10.00 QWIDTH= 0.00
TERM # 1 : CHOPPED
TERM # 2 : CHOPPED
ITEM MEASUREMENT QUANTITY
SURFACE AREA- 2862.29 S.F.
ROADWAY EXCAVATION 0.67 FT. 70.7 C.Y.
CRUSHED SURFACING TOP COURSE 0.50 FT. 53.0 C.Y.
CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y.
ASPHALT CONCRETE 0.33 FT. 72.4 TONS
CURB TYPE B EXISTING 0.00 FT. PROPOSED 336.7 FT.
SIDEWALK EXISTING 0.00 S.Y. PROPOSED 224.5 S.Y.
TOTALS
ROADWAY EXCAVATION 277.9 C.Y.
CRUSHED SURFACING TOP COURSE 208.4 C.Y.
CRUSHED SURFACING BASE COURSE 0.0 C.Y.
ASPHALT CONCRETE 284.8 TONS
CURB TYPE B 1008.1 FT.
SIDEWALK 672.0 S.Y.